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HomeMy WebLinkAbout7799 Me- Wuo A, Kcmdfi +t U�ak2cfK 1 1 an ��615� .in 5jdc ht-TI�,j 2�3 t4ij J :3- 1 q A3 ZY BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®F S® �® 53095 Main Road•P.O. Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora ;; Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento couNV, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)7654809•Fax (631)765-9064 COVER SHEET WITH ZBA FILE STATUS OF FILE ZBA# 4- +99 l9 Name : MCCul'Ua, kelmlelV Tax Map# 10-0©— �— I— �'� Location : f t9 d ��1�Mi Pav Sk [ ] Refund issued CANNOT activate or reactivate file (Applicant has withdrawn application). [�NO REFUND DUE, based on time spent for Town to process application and hearings. [ ] Obsolete & expired; CANNOT reactivate this file: NEW APPLICATION NECESSARY: Extensive time has passed; Zoning Code changes are now in effect and this application expired. NOTE: Applicant may apply for a new application with Building Inspector for a new Notice of Disapproval and submit NEW application with all documents and current maps to ZBA, or modify plan to conform to the current code. This Town file based on applicant's previous year requests has expired. [ ] No forms to be scanned; FILE # VOID: APPLICATION RETURNED. (All forms were returned to applicant early in process,as requested by applicant.) ------------------------------------------------------------------------------------------------------- FYI: W )Tj—�N2_,� V 6q AYr LI 1%A4-� Please note: Unless otherwise agreed by Resolution of the Board of Appeals, a submission for processing that is incomplete or outdated, with or without activity or updates by the applicant for 12 months or more, remain INCOMPLETE and may not be further processed. Also, an application remains incomplete when it is NOT up-to-date under the current year Zoning Code, LWRP, FEMA or other Codes, or not followed up by applicant with the Building Inspector under current Codes. If applicant wishes to begin a complete application for processing, an applicant is requested follow steps under the current code for a new application submission as per agency's current Instruction Sheet. In all situations, an Applicant ALWAYS has the option to EITHER : (a) follow the Town's procedure for a Notice of Disapproval and apply for a variance with a new submissions and current code filing fees under the current Codes, or (b) if applicant's chooses to modify plan to conform to the current Zoning Code, applicant will not need to return to ZBA with a new application. Fuentes, Kim From: Ken McCulloch <mcculloch98@gmail.com> Sent: Wednesday,July 19, 2023 10:56 AM To: Sakarellos, Elizabeth; Fuentes, Kim; Fuentes, Kim; Robert Herrmann; En-Consultants; Elizabeth McCulloch Subject: Variance Application 7799 Dear Chairperson Weisman, Good morning. My wife and I, Kenneth and Elizabeth McCulloch, recently presented before the BZA for application 7799, requesting variances to our property at 1605 N. Parish Dr.,Southold, NY regarding front yard setback and a pool in the side yard. We appreciate the time that you and the BZA members granted us to hear our requests.We also appreciate the time and effort that Mr. Herrmann invested to so thoroughly present the information. However,due to a change in circumstances,we would like to withdraw,without prejudice,our pending variance application,effective immediately.Thus, please do not act on or render a determination on our requests for variance relief. Thank you again for your time and consideration and for your efforts to maintain a beautiful Southold. Sincerely, Ken and Elizabeth McCulloch Kenneth E. McCulloch, M.D. F.A.A.O.S. Board Certified Orthopaedic Surgeon President-New York Sports and Joints-Orthopaedic Associates Associate Clinical Professor-Weill Cornell Medical College Attending Surgeon- New York Presbyterian Attending Surgeon- NSLIJ Manhattan/Queens/Garden City/Medford offices-(212)355-5555 www.nvsportsandioints.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Owner: McCulloch, Kenneth File #: 7799 Address: 1605 N Parish Dr Code: 17PA Agent Info Rob Herrmann En-Consultants 1319 North Sea Rd Southampton, NY 11968 Phone: 631- 283-6360 Fax: Email: rherrmann@enconsultants.com f I -U3 .Ply 4. Ar `RECEIVED ex.bap }?` f '` -,, existing bench ex.step existing bench M i c h a e ex step MAR 3-0 2023 Macrina Arch itect w Zoning Board of Appeals 3 21 MainStreet Stony Brook NY 11790 nevpa phone. 631 688.8585 fax. 631 688.8786 email. MMacrina®MMArchitectAlA.00m - web. MMArchitaclAWcom - - ___----______ i,�—_ .—__ _—_v m mem qmu ore on laetrvmmt 01 eervlee axe ore .V._.^1_. tier a.duW erl of Ne arNitwL _ — __.—__...._._,�t— t NhNpement.01 lM eoneepl.and tlmlgn Idw. 6f . .. pe Drow2022: ---------------------------_ uknaa u o ArNI ea e j�j��IOI2 _ w n — no l of the e w ■ ew ble t��—-�-i i new step i�i� the eigrmeee.�'rinen meanyenf rof W�arNiL 1 660 ____11 pl{aa, sink cim. i�___u Drawing Status: tEh I _ J i Kitchen Issued to as' -------- --. 10'caging oor � -------------iii � Core �� f �I Great I'' Zoning Board I- I 48•�ee it �� O tdoor I i; Room oven - Kltchem 24'dz18'-0 4Z'wide ® Playroom o Appeals I —14'-0•x18• i �J I I I`n 10'ceding D-f�gas fire ace tYA'x18'-0' .4'-1'xtd'-0•I o 10'celMg � Bedroom#1 Die: st°P I lis 9'-0'x15'-0• T , step " - � 10•cel'mg 9/3121 Preliminary Design i — —'i -- _ --------�--�! 9114121 Preliminary Design 48 ref. --- --IeMiri- ----�-- freezer 927/21 Preliminary Design el - ---- s------- 7,1a.— aor 312723 Issued to ZBA Pool law beamabeve -� -A-- Hall closet centerfcoffee ___;_______________________ ---_...._...__. -- ---- ---__— wine 3o epenng t j I ` L___I=.: - Bat rM. D'-0'x12'-0• ° Foyer 0 x5-0' shelves 10'ceuing I I above —screen Pier Po der HallT__ RD m Pantry II __ Respden osed e --- --------7 ceglig.= 6'-0•xS-6• 'Imlil .3 landing p ° landing ITaOce _ :I wall cabinets m ---� I La ._ _ shelves T uta _.i ase cehinats ch /Ad un'i, ;_L.L Laundry-. _.-f Room For ------- ------ - —Covered- I---=T-i_a�-o�9•-0•t- sinkKen -------- ------------------- L_ i, I tenter —_ — se --- --------- - i=7-TL [_LMu rooms`-r- I' I (} ^ r� _ _ 14'-0•x5'-0. _ _ McCulloch __F7 _ I_ — Largol F w + I -i —dioDped telling1i � na'w � t I!; 1605 North Parish Drive Southold,NY btep Map I 1 Jurisdiction: ii I I Town of Southold II Suffolk County II I I Drawn By: 0.9. As? Driveway 4 I . MP. tiy�e ► "'+>� Checked By: C t?e _ # ExistinM'A'M' R Y Garage I, Job Na. yr p6 04 28'-0•x27.0• E { I I 2128 OF p!W 11 I Sheet Title ii II First Floor Plan I I II First Floor Plan ii II Sheet Number: A-1 RECEIVED j M ichae1 MAR 3'.0 2023 Macrina Architect Zoning Board of Appeals 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 iF fax. 631 6888786 smell. MMacfina@MMArchA9ctAIA.com web. MMArchitecuVA.com _ _ mesv pbn.me an toewm.ot m serves am roe ,y—�`-' M,= Inrmgammit.or the conmPt.ma 4 4n Idme eck trL—"---=-= - %Z1h led ee these Law'9s.I,tll!e pmeeeutvd --=�6'{k4_-0•---y-'- to the full.&mtmt of the Imt CeDYd�t 2022 - Niched 4ecMc ArchlNct All rir/,te reeoveq ----——'-- in°e W..:`.s°",ti'r'%Y.t of M.c`.H.L t Drawing Status I I j; Bedroom#2 I j Sau-6ltexd_,6C•-196• bed ❑❑ 5'-0'x1a8'-0• i❑ :Il`, 14 Loft ` 4 _ -❑❑ '9'Qcueeileinng size I ssued to - x zr-ooe Zoning Boa r d kingo qaowshwI Bedroom#4 oAppeals 4W wide tble ®p,,flb 9-0•x16'-0' ce F1o�11 W.I.C. Bedroom#3 Dates: 12'-0'x1 -09/321 Preliminary Desgn ' �,j i'. 1/;i f_.,iIi ( Cltj='.:,F;,;-,4+i".iIm'2If.il•..%.rif'4.-?8`.r";�;fjt.l'It:..tI'.TI:. .-f--''`{_-=';!IF.'I f1I-4n.c.I,j,.L__J_-_.__ jIi _{; ii._. .❑_.p_ -./lp i--._.I.._... _-' '2v6-a1�9n91l1'calling s'- yetfa6?t 'p ~ Uo❑set 9114/21 PreliminaryDes gn 912721 Preliminary Design 32723 IssuedtoZ.BA Hall Hall ITn-.#3'_iBae - - open to-,-) Date Description j � 7t7 Iln- belwI linen sfiaW2i?i: i ' I I O Project: Office/ ❑ i, },,r:....i - Proposed � "i 36k7r i i I Bathroom'#2� � I . Tallel j Libraryjj r. tub __ i �i f t { oo ti --'--.. 21'•75c12'r09 i-- r'{ , ' 11'-0'x11'-0' landing D landing -�-^/— land - -=+showeq-.'r Residence t j 9tceiliny r-, i.. L' i 9'celling I cute �,__, L � TUIeF-^- Ream linen �_ _11- .i_ For - Hall --TBathrm._#4? Ken •......................________._.._._.___._._____._.: __._.________-._.__._._.-.__. -_-_.___._______--.__---_.__.._.._ __..___ ._._ ._ 1!.._____. - _.r. .. _ _- ___ ________-___.___ -----....- - _......... _.._.- '- -- --- - Data: LIZ - & F.ousa McCulloch i { axistlnv i i I landing Hall linen forst poor— ,868 sq.R. second 1.736 1605 North Parish Drive floor= sv.R. existing total=3,604 sq.ft. Southold,NY Second Floor Plan Existing Existing axlstinvLoo ma alleneous Jurisdiction: 1/4"=1•-0•• w.l.C. W.LC. g araga=676 sq.ft. Town of Southold --"------ ------ Suffolk County pr000sad addition ❑ first floor=123 sq.ft. Drawn By: �QtLt Allyf second floor=1,08S Q.ft. M.P. proposed total=1,208 sq.ft. r6 4:f n 0 Checked By: w queen size queen s'¢a K � bed shown bed shown MA.M. ♦� -- Total _ Job No. X11 a p6+pp first floor= 1,991 sq.R. 2128 P OF Nth Existing Existing second floor=2.821 sc.ft. Bedroom#5 ❑ ❑ Bedroom#6 proposed total=4,812 sq.ft. Sheet Tale: 1a'-0•x1a'-0• Ez.Vaulted CIg- 14'•05r18'A' c Ex.Vaulted Clg. Second dresser _ dresser Legend: Floor Plan Existing Existing Proposed W.I.C. W.I.C. 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Y Y -7 M Icf-12eI Macrina Architect 21 Main Street Stony Brook NY 11790 phone. 631 666.6585 \y1 f" 631686-6786 small. MMacrina0MMArch1tectAJA.com pppe web. MMArchltecfAIA.com 0�1�1 ey,v�/�y�� NfrNg menta of IM Yemf Dle�mtll tlevkn Itlave e •+ to thetad en Ueeo of the g he proeaeute: lv the/Wlat ertent of Ue tar.Cap)T4at 4022 T P"1of the leo..l. r�rotl�uctedr rflhdit pmt ss the plane m�aye the eeprnvetl rrittm ant of tlu erNliml. - Drawing Status top of ridge - Issued to Zoning Board of Appeals 8 +, top of ridge k I Ir Dates: 9/3121 Preliminary Design I.... 1. L E =r 8/14/21 Preliminary Design 11!1 niii AV i9/27/21 Preliminary Design h'ht 3/27/23 Issued to Z.B.A. bottomlate of cove LU U LU Ti FLJ 7M 9 •I •� _ 'N r dole height $ N V3 B ® tT7T7 R m 8 No. Date Desai Ion m o v '� — - LLLI 1� •� Mim second floor suh8om Project: Pi E'$ late hd he __ _ o; Proposed o i re M d bottom of aero Residence a i dropped sec.8ov subfloor m � m e Tote height E For i T-TJ j ' n 1f o f -- o T `T_ J * a" Ken first Noor subfloor •-U- �-I .J f; _- _ __ fust floor sub600r �[. Liz J - CMcCulloch 1605 North Parish Drive Proposed Left Side Elevation Southold,NY 1/4^= 1•-0 Judsdictlon Town of Southold Suffolk County Drawn By: Qe Ad= M.P. Chocked By: �ti M.A.M. fv Y a 7.b—N7— tea+ 1 p6{O� 2129 E OF N!•H Sheet Title: Left Elevation Sheet Number: A-4 V Mich.- REC�I�ED A C h to C MPR 3 p 2023 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 11'�1Pe email. MMacdna@MMArchltectALA.com web. MMAmhiteclAWcom 1h..e vlae.er.on i"Vm t of Ber ke o.a ae Zo��n9 ,11.1v.;,I, �f th �d L tee. Ar...et.e en ra.:es.•n.n e.gro..e.t.d to the fun..t nt of tM lar.Copglghl 1022 YYheel Y.In.Nchll.c4 pEe All rlght,re..r..d, it,tlleoexprnved.rvltlen mwn.Y en1 off th.d. III f Drawing Status: top of ridge -- ;r,-- Issued to Zoning Board top of ridge of Appeals! E a Dates: llrW Hill I I'll I I'll I I'll 1 $ 9/3/21 Preliminary Design E 6/14/21 Preliminary Deslgn 9/27/21 Preliminary Design ___-_ tote h' t 3/27/23 Issued to Z.B.A. bottom of eave .a E ale hei t I 1 YYYI'y'7 ``� I c o No. Date DesmipUon HI I subfloor •1 a i Ptolect: o f 1i I L 1 late hei ht N o ---- Proposed i c bottom of eave - It d1 Residence 1 x Ti n d W sec Bom subdam III lilt 1 11 Ill I I It Ill I I U - m b a a L b For M to H—U w' — ; Ken rust Boor subftw __ ' ` __—_ fust Flom subBom & Liz McCulloch 1605 North Parish Drive Proposed Right Side Elevation Southold,NY r '1/4^_,._0.1 Jurisdiction: Town of Southold Suffolk County Drawn By: A 0.! Ant yr M.P. y cfreakoder: MA.M. ♦E + Y Job No. aFS 1 g6;per 2129 f OF M!'� Sheet TUIe: Right Elevation Sheet Number: A-5 M Icha@i G��vE� Macrina P�3oti0ti3 Architect nes`5 21 Main Street Stony Brook NY 11790 P�Q ` phone. 631 688-6585 tax. 631 686-6788 ��aCd Q email. MM od aaOMmitectAlkoom 'L r`rg The.pans me en I.M.ment o1 oeidet tied me o the e.r1r pmpmly of Ne erehkecu In1Mg.mente el IM ctinmp4 and design Wms to the l fullest u tentdrf I:�-`i;1Mfed YIJioel Iracrine Archllecl,pe.NI 1p�qh�ts�rt gee."ed, pmt of the D!me a be remoduc d.Ithwt the ..Pressed-Ilton emuenl of the-;t.t. Drawing Statue: - -f Issued to r --- top of ridge111-—Ij 1111 1 ill Zoning Board -^-f of Appeals WALA W4 L; - _r U—[ITT I HIT - b Dates �r9/3/21 PreliminaryDeelgn T r 9/14/21 Preliminary Design 1 R L1 li:'4! 9/27/21 Preliminary Design Mimi h' E 3/27/23 Issued to Z.B.A. ate height _----- �; I i 1 No. Date Description i , tr aJ m e Project: ' am Proposed sewM fi—subfl _—_—_— !' L'.. 'L I('� � 4 of rn ipte height — `1' -�' _.�I 1J 1 — I' Residence • _—_—_— -j,..:.f.�I�I o E .1 �--r��r++ T4-a e�Ty4��-rLyy'y�--,I T i �'r YI 7't'7"1'1`tt 'i r`i'i'7'"'Y^ iyo aeii 'r r til Ken y & Liz 1 +a k i Tirst floor sub8por 1F! 7 McCulloch 1605 North Parish Drive Southold,NY Proposed Rear Elevation Judsdiallon: 1/4"o 1-0- Town of Southold Suffolk County D—By: 0.4 Aq M.P. y<e a Checked By: V MA.M. _ dr Job No. 2129 FOP N4eK Sheet Title: Rear Elevation Sheet Number: A-6 NOTES: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.A_V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X= SITUATED AT 2• FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300166 H BAYVIEW ZONE AE. BASE FLOOD ELEVATIONS DETERMINED ZONE VE; COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED TOWN O F S O U T H O L D ZONE X ARM DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. L_D SUFFOLK COUNTY, NEW YORK SD UTH® S.C. TAX No. 1000-7 I —O — OASTAL BARRIER IDENTIFIED 11-15-90 SHOWN THRU: S s r B 1 1 SCALE 1"=2RECEIVED M ^� 4 „ SEPTEMBER 30, 021 D.]6 O4�'2$ £ R 3'p 2023 741 S 75a3 APRIL 1, 2022 UPDAT SURVO WOOD W� ywL,H,am,o Wq 47 5,6 81,, f (To RE UNE) 26,392.5606 s4 f, Board of APPeai T COVERAGE CALCULATIONS ° °Bw ,.B '�"u° -, S 85'11'53" E Zoning landward to bulkhead (area = 23,863 SF) 2\ 69.29' V,- I ° - - PROPOSED Nf COVERAGE BREAKDOWN 0. °° °P COAST TEST HOLE DATA HOUSE = 1 ,868 SF °•w` �" r ,2 rDfNn'CID (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 5, 2022) GARAGE = 676 SF / 6`90 a,,,e FRONT COVERED STOOP = 13 SF D V�mrR tow a MOAN CIATET BNBD BC SIDE ROOFED PORCH = 45 SFQ ].BB (, ° 15,76d WOOD DECK 'A' = 857 SFm � r k Bay a' WOOD DECK 'B' = 167 PAU BROM FINE Svm EP WOOD DECK 'C' = 518 SF , \ �w meg, 0 WOOD DECK 'D' = 78 SF oEL °°°� BROWN SM&TMS%MWD TOTAL COVERAGE = 4,222 SF ;•H:,:,;:.' � � � /°fix � �2 o W 4,222 SF 23,863 SF = .177 J) • /� Qo 1,�•�•,C PALE BRONN FINE SAND SP ox o\ k4 +;:•at`t"".; EXISTING LOT 3 \�om� ?; COVERAGE = 17.7% ctss p ' ,� "a rc°r'AMf 2pa',. FL 1.76' 1T i ^�' % R G Ep ps Gf °• Go zov Yi landward to bulkhead , ,Bs �E" , . X f 1' •/ OOD t 'I ;•�'•d ,d ROOF / f9.?7 $ `,��:::�Nicr:�I tt'. _ aM 8�• aid ' .4• "•/�'' .,{�,<..'b ^ ,• ,yamss SN Al CO CV go •V,,. -�•�'• �+'`�ra°.. � N� �' a d .. e. �.� 9`30 ` C _ �4�f - _- j'�` r LY.v+c Rp •a•I ee. �ee� •a d •a ';°; .. P• cs p DFA Q SRR f - 1 rI _ – 4oHJ9' IR.Bfi ~ ` T T 16 90 --- EDGE OF LAWN �< 1 24, l ' ' m 3 Is A& .RS c p WATER METER .. �y� - $0 `amuPo�• 3 UTILITY POLE "v'... _.. . VN WATER VALVE \ Rq \ 19-� <a a,' ,. Do� �f FIRE HYDRANT SUBSURFACE UTILITIES AND AND/�STRUCTURES � V O �OF Pq 18.15 / � NOT READILY VISIBLE,ARE NOT CERTIFIED. /1J J7� tAT •, •a •C � 1.j� �.z.T METES AND BOUNDS SURVEYING "ro"N` A ro v n¢a<m,ra,Rr mtmt rmr,roR rAC15 ae�t A RRE SENRN waR gsaDg 53 PROBST DRIVE PAW LY mea umAtroR a+,d LAW TDA PbgVO� oVw SHIRLEY, NY 11967 Haman" „�'�T2ag,wmhtpat a.a TK riA'Yaw STATE WA ?�]-& 1 PHONE (516) 972-5812 crAcma LW $ s>R surveyduderheil®gme(I.com •cape,from me rrg;nal of 1319 whey moR US D BIC ml market kith w original of uw land w.11-t .. awl w ht.IA tn.d awl f3 PU�NW T 7p•0'Q• LOTS: 15 BLOCK: 01 SECTION: 71 DISTRICT: 1000 .not not ee aonsuarm a.ol;a sue w A� 1 'cenirxotion Bmicated 3ereon dgniy u,o('• MAP OF: th survey Toa of ed n oI-L re ret x aP e,hsng Code m Proatlas fw land surveys -4^ mroofqewm M tha Nea York sfala Aaeocialion el �.�J �f SITUATED AT: BAYVIEW mrtifi tlone�e3nadl s"a`°ty to trod Perron for rlrom Me survey U pmpored,am w Sia TOWN OF SOUTHOLD, NASSAU CO., N.Y. ewmf to ue sue co govemmentatpx 'usury am boding;TUN . Gertifeatm ma not tmnafera3le to add.W I...-or e.bwquwt owners. USQ pWI�Aro Q CERTIFIEDWq 124Q,' TO JO­BN : 21-340A DATE: JANUARY 27, 2022 ZONING CALCULATIONS : STORM WATER TEST HOLE DATA: 02023 deeded lot area to tie line) = 29,232.01 sf(0.67 acres) TEST HOLE DUG BY McDONALD GEOSCIENCE af 6 0� landward to bulkhead = 23,863 sf(0.55 acres) 171'14� t RUN-OFF CALCULATIONS : ON JANUARY 5, 2022 Zone: R-40 (non conforming lot) section 280-124(B) HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL. 18.76 01 I • Setbacks: • Run-off Factor= 1.0 •o Run-off Factor= 1.0 1.01 DARK BROWN LOAM (OL) Principal Building • Rainfall =2" (.17') 9 Rainfall =2" (.17') 1.0 front = 40 ft as per sect. 280-124(6) M i • Roof Area = 3,481 sf 9 Patio Area = 1,657 sf side (min.) = 15 ft House = 1,868 sf Uncovered Patio= 1,163 sf 2.0' BROWN CLAYEY SAND (SC) side (total) = 35 ft M .-a C,- r i nzoa House Additions= 123 sf Proposed Walk= 310 sf 3.0' rear = 50 ft Front Covered Porch Addition 277 sf Uncovered Patio = 184 sf Screened Porch Addition 310 sf 9 Total Lot Coverage: (landward to bulkhead) Y\rc ct Covered Outdoor Kitchen 227 sf 20% max. lot coverage allowed Garage=676 sf e Volume Required 6.0' PALE BROWN FINE SAND (SP) 21 Main Street Stony Brook NY 11790 • Volume Required = (rainfall) (area) (run-off factor) 23,863 sf x 20% = 4,773 sf (rainfall) (area) (run-off factor) .17' x 1,986 sf x 1.0 = 338 cu. ft. 9.01 (max. allowed total coverage) phone. 631 686-6585 .17' x 3,481 sf x 1.0 = 592 cu. ft. e Drywell Required = A- LOT COVERAGE CALCULATIONS fax. 631 686-6786 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height 2.0' BROWN SILTY SAND (SM) 11 email. MMacrina@MMArchitectAIA.com • Drywell Required 338 cu. ft. /42.24 cu. ft. per foot of height 8.0 ft. -0 buildable land area = 23,863 sf web. MMArchitectAIA.com 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height 1_0 These plans are an instrument of service and are 592 cu. ft./42.24 cu. ft. per foot of height= 14.0 ft. 9 Provide: the exclusive property of the architect. EXISTING PROPOSED TOTAL Infringements of the concepts and design ideas • Provide: (1) 8 ft dia. x 12ft tall drywell ring (DW#3) ��°S3� presented on these drawings shall be prosecuted 6.0' PALE BROWN FINE SAND (SP) to the fullest extent of the low. Copyright 2022: 0) HOUSE 1,868 SF 1,868 SF Michael Macrino Architect, pc. All rights reserved, N no part of the plans may be reproduced without (2) 8 ft dia. x 12ft tall drywell rings (DW#1 8,#2) kr - 0. SOUTITOLD AY the expressed written consent of the architect. (0. 0.76 ZS'. e <0 )7,E- HOUSE 17.0' ()7QM.'t"C A0, 123 SF 123 SF &n-Co wr,7Z4 JVC 0p N'. )VE), Apt S 75. ADDITIONS S S ft 36' SJ, Drawing Status WOOD '�"'%AirS.'C'OVD, �/GN 51 41 wArAE7� 47.,5 zl�)2171' As'D 3 FRONT 0.4'. fOUq� COVERED 277 SF 277 SF Solid Cover (Traffic Bear'g) 0.6'W' PORCH $ 85*11 953 91 10" dia. drain inlet Grade E cl� 7-11-5 ADDITION to drywell connection ZO)VC _Q_L7 69-292 12" min SCREENED SS U e tu SDR-35 sewer pipe N/ 124" max ZONE- 310 SF 310 SF rAD MIN PORCH pitched at 1/8" per foot Traffic Bear'g Dome r I 04 ADDITION Dud n 1 60% minimum 0.7' -,&a N C04 8" dia. drywell to 6 Sr4t a ® ® I COVERED drywell connection x t_�l 193 WE', I 1 4 000 psi Reinforced A7qW. I I : !��I a7D PROPOSED 71i, OUTDOOR P 8 Is M ® Conc. Rings (typ) LINEAR % 11-16-90 227 SF 227 SF I on EM an F� t�� " 4 i 1-4 CO ­* 6" dia. roof leader DE4 I I TRENCH DRAIN TO BE Or., KITCHEN of Ap ®connection I ® ® ® EED DE 3'-0" min. Collar PIPED TO DRYWELL 4 Qr• GARAGE 0 f CO 676 SF 676 SF 0 0 1J, Backfill w/ Clean roP Wrap drywell with band & Gravel Rlia 0/10 6 PROPOSED 5FT to 1 OFT WIDE VC Z FRONT , *11 4 - --: / or, rlao-'niq or I iv �'�W MINUS -TURF BUFFER landscape fabric or NON COVERED 13 SF b0,,Z11.9&' Woon' 0 SF ro DfCk STOOP 13 SF Dates _k - - I / If unsuitable /clayey soil is - 24" mini �F - Rf 8f Ae . 1j. L-------------- - ­U uncovered at base of drywell o" 54 0 Project Limiting Fence SIDE 9/3/21 Preliminary Design Ground Water Limit of Disturbance ROOFED 45 SF MINUS 0 SF Add a wick down to sand 14 (19,19 0 sf) PORCH 45 SF 9/14/21 Preliminary Design 18.2 ­",7� V 16 PPOP 9/27/21 Preliminary Design EXISTING Vol, P,_ TIC "Rqpo jq.;:eeoe�), 583 SF 583 SF 3/27/23 Issued to Z.B.A. Drywell Detail Os AIN Oot?" PROPOSED 4FT TALL P POOL EQUIPMENT 1. -V UNCOVERED �20- ;;p �-Iyup DRYP4ELL1' SOUND DEADENING 1(3�- ri 0; WO,-,3 PO tz'.f 4 Alny� #1 FOR DECK TO REMAIN 0- S�A -3;W Z'OlIr Q, Z ENCLOSURE �DD 9 - (� -N HOUS a IV X 12,, OP0 PROPOSED 4FT TALL P"� zo.o. Irr 0 S Z�7 WOOD DECK MINUS POOL COMPLIANT FENCE PS A,�t�tl CD If' 1D\k_1., 11 ScS 0-%"VD _'4 VAI 518 SF OSF - 518S CAZQ,v c4t 1,763. t "I ro 'IT Ppo -1 lv, 4�7 Of- t Q 4 PRO 0 44 FENCE P `41) 7 7Q0 WOOD DECK MINUS 0S 0 PO 0 ON 46 'X% #131 128 SF 128 SF F: <0&t- 415. N di 19 VIV Jr -z,* U 0.1- ,,\A/ D LL zrk WOOD DECK 291S MINUS OSF 10.n, /",7,0 87 / 441 I ,LJVV I F L lk�oi,4 /1 ICI F -#4 /P,?Ol �IRO a 291 SF 41 / t-- N 124- P 'Wo -zlop I C V.2.':- Z�z - EXISTING MINUS Description -UVV h I TESTHOLE w4t 'Wr _z- ok No.J Date .81 AO 78 SF 0 SF 16.7 77, 2. WOOD DECK 78 SF _20 P 10 41) 'dia.x12'tall EL.I .5 1'1� J STAIRWAY Project 8, If: - , 11 "Virg 6�� DRYNELL PROPOSED TALL - Z) 6�rtpo�co ailed .0, ENTRY LANDING CO FOR PATIOS POOL COMPLIANT FENCE Fa R1 PROP0 PROPOSED 4FT TALL I-D POOL COMPLIANT FENCE "D POOL INc Proposed PROP G)Y,4 oscz) zy C4 I)(' /Alc 9-a' 640 SF 640 SF AACC St'CO&O 4A(D 04.rwq/, ;0 k1i ir.,400"? C04S7, 4, 1?4RRIrp D o 4/A( TOTALS 4,200 SF 504 SF 4,704 SF // ,tv Residence co ao-" A, ro A), �44_4e� 1 IFD 16-90 LACI e7 / 2A C 17.6 % 2.1 % 19.7 % XIO-56 PROPOSED FUJI CEN I/A SEPTIC SYSTEM C, SEE ENGINEERING PLAN J For 464 BY OTHERS .4 424, -Z, 41 DW 0 Z SITE PLAN LEGEND : Potc�- ft%% 8 did.xf2'tall A ( tp� "I DRtNELL1 % Indicates Property Line #2 FOR I;7wes-_ %% d Ken A� HOUSE Indicates Setback Line A. 19.1 AS�I 7Vc X DP'IlAt 00 Indicates To Be Removed • -------------------------- A. 4 i6TW41' k� 18.4 I & L iz Vo ZD Fz- IV : . . /,"� Indicates Fence 1, 36" MIN. FENCE POST cur WOVEN WIRE FENCE X 18,73' 1. 18.70 Indicates Proposed Structure or McCulloch (14 1/2 GA. MIN., MAX. 6- MESH SPACING) d I . It WITH FILTER CLOTH OVER A 11 f 71. P 4. 4'so- Proposed drywell 4 00 J, 1605 North Parish Drive /C Wei 7c, (,DWJ HAY BALE . . . (solid cover below grade) SEE HAYBALE DETAIL /A( STREP. Southold, NY 4�. 20" MIN. A A Proposed drywell USES Ptf�t� /A(C 0.00. UNDISTURBED Et-ow UNDISTURBED TEMPORARY EROSION CONTROL MEASURES /C 4 (open grate to grade) Jurisdiction THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT ASA ­7� AND CONSTRUCTION. drywell (�P601'1 CLEARLY VISIBLE BARRIER DURING EXCAVATION Proposed pool backwash d Town of Southold EMBED FILTER CLOTH THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AFTER MIN. 8" INTO GROUND ALL EXCAVATION IS COMPLETED ON THE SITE. (solid cover below grade) -DW 16" MIN. Suffolk County USES D�Ii SILT FENCE TO BE INSTALL Pt6t'lc 0 Project Limiting Fence& Silt Fence El 0 0 E3 SEE SILT FENCE DETAIL L E" 0 T.G. Top of Grate Drawn By: SECTION FLOW -_1 WOVEN WIRE FENCE TW Top of Wall C, (MIN. 14.1/2 GA., L jL_-Aft_ M.P. 4 MAX. 6 MESH SPACING) Proposed Site Plan BW Bottom of Wall 10' D.C. MAX. 36" MIN. FENCE POSTS, 4" VERTICAL FACE DRIVEN MIN. 16" INTO GROUND .1 20, Checked By: 777-­ - EMBEDDING DETAIL I.E. Invert Elevation M.A.M. 777 L.D. Leader Drop ... ... ... . ANGLE FIRST STAKE TOWARD THIS IS AN ARCHITECTURAL SITE PLAN Job No. ... ... ... ... ... PREVIOUSLY LAID BALE. T.D. Top of Drywell N IEN4_ ... ... ... ... 7n-rl... ... ... ... BASED ON INFORMATION FROM A n- ... ... .. T 2129 .. ... ... ...7 7:1: _E E-E- 777 77�' HEIGHT OF nLTM Indicates Electric Service -E E ... ....777 .. ... ... ... 16'MIN. SURVEY PREPARED BY : FLOW TREE NOTE: " 5� - / . ... ..111. 17 Sheet Title north Indicates Water Service W-w-w-w-w-w- FOR EACH MATURE HARDWOOD TREE ✓ Metes & Bounds Surveying 8.MIN. % REMOVED FROM THE SITE DURING Indicates Direction of Grading Pitch III __F WIRE OR NYLON BOUND, HAY BALES 53 Probst Drive, Shirley, NY *4 •Site Plan PERSPECTIVE VIEW last dated : Sept. 30, 2021 CONSTRUCTION, ONE (1) HARDWOOD Indicates Existing Spot Elevation +el 39.0 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS STEEL EITHER T OR UIII IIII 2 RE-BAR STEEL PICKETS, OR 2" x 2* STAKES TREE WILL BE PLANTED ON THE TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD DRIVEN 2" INTO GROUND. Indicates Proposed Spot Elevation el. 67 2. FILTER CLOTH TO BE FASTENED SECURELY TO Elevations in NAVD 1988 Datum PROPERTY WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE WOVEN WIRE, 14 1/2 GA. EXISTING GRADE 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING Indicates Stacked Stone Retaining Wall 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN :11 , 11- ----_ - -- FrTrr ML ff r-­_-r-TZ EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 100X, SIX INCHES AND FOLDED. STABILINKA T140N OR 4--6- Indicates Coastal Barrier Identified 11- //�/ 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL 16-90 AND MATERIAL REMOVED MEN "BULGES" DEVELOP FRONT VIEW IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, ENVIROFENCE, OR APPROVED Indicates Catch Basin npfl Sheet Number : Silt Fence Detail EQUAL. Hay Bale Detail 7-O�\-kx1g'aOafd 0� not toIndicates Test Hole Boring TH scale rlOt t0 SC21e Limits of Clearing/Grading Project Limiting Fence Details not to Sale Non-turf buffers -;-I- -Other LAS COUNTY OF SUFFOLK ; RECEIVED I APR 0 5 2023 5 �n � )pig Zoning Board of Appeals `� OFFICE OF THE COUNTY EXECUTIVE �✓ � � �� Steven SUFFOLK COUNTYTY EXECUTIVE S rah Lansdale Department of Commissioner Economic Development and Planning April 3, 2023 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Peter Scoufaras #7797 Matthew Perry #7798 v Kenneth &Elizabeth McCulloch #7799 Very truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning & Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 1Zek,PAb I—(mac W- �pF S0V7�, I'blvLct U'OFFICE LOCATION: ��� OHO MAILING ADDRESS: �,) Town Hall Annex P.O.Box 1179 �I;X,J4375 State Route 25 Southold, NY 11971 r.Main Rd. &Youngs Ave.) Southold, NY 11971 • COQ Telephone: 631765-1938 COUNTY,Nc� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD RECEIVED MEMORANDUM JUN 2'2'2023 To: Leslie Weisman, Chair Members of the Zoning Board of Appeals Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date Jun 22, 2023 Re: LWRP Coastal Consistency Review for ZBA File Ref KENNETH AND ELIZABETH MCCULLOCH#7799 SCTM No. 1000-71-1-15. KENNETH AND ELIZABETH MCCULLOCH#7799 - Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's February 17, 2023,Notice of Disapproval based on an application for a permit to demolish(as per Town Code Definition) an existing dwelling and reconstruct a single family dwelling, and construct an accessory in-ground swimming pool, at; 1) pool located in other than the code required rear yard; 2) construction located less than the code required minimum front yard setback of 40 feet; located at 1605 Parish Drive (Adj. to Southold Bay), Southold,NY. SCTM No. 1000-71-1-15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, the proposal is recommended as CONSISTENT with the LWRP. The pool does not extend further seaward than the single-family residence and is saltwater. Retain vegetated buffer landward of the bank to further policy 6. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action.. Cc: Paul DeChance, Town Attorney FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENTdiTf9j � SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 17,2023 TO: Michael Macrina(McCulloch) 21 Main Street Stony Brook,NY 11790 Please take notice that your application dated November 10,2022: For permit to: demolish as per Town Code definition)an existing dwelling and reconstruct a single-family dwelling and to construct an accessory in-ground swimming pool at: Location of property: 1605 North Parish Drive. Southold,NY County Tax Map No. 1000—Section 71 Block 1 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 29 323.01 sq.ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan notes a front yard setback of 35.8 feet. U, In addition the proposed swimming pool is not permitted pursuant to Article III Section 280-15. which states,• "accessory buildings and structures shall be located in the required rear-yard,or in the case of a waterfront parcel accessary buildings and structures may be located in the front yard provided that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the.side yard setback requirements for accessory buildings in Subsection B above." The proposed swimming o9>is located in the side vard. 1 Authorize i Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. ` Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF PEA CEIV]APpeals AREA VARIANCE 1605 North Parish Drive Southold MAR 3 0 House No. Street Hamlet SCTM 1000 Section 71 Block 1 Lot(s) 15 Lot Size 29,323 sfrRt}ftard of I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED February 17,2023 BASED ON SURVEY/SITE PLAN DATED February 17,2023 Owner(s): Kenneth&Elizabeth McCulloch Mailing Address: 15 Middle Drive,Manhasset,NY 11030 Telephone: 212-355-4704 Fax: Email:mcculloch98@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:En-Consultants for(x)Owner( )Other: Address: 1319 North Sea Road, Southampton, NY 11968 Telephone:631-283-6360 Fax:631-283-6136 Email: rherrmann@enconsultants.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (x)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED February 17,2023 and DENIED AN APPLICATION DATED November 22,2022FOR: (x)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) 280 / 280 124 / 115 Article: XXIII / III Section: Subsection: Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(x)has, ( )has not been made at any time with respect to this property,UNDER Appeal No(s). 3715 Year(s). 1988 .(Please be sure to research before completing this question or call our office for assistance) Name of owner: Bernard Kiernan ZBA File#3715 REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's �j signature notarized): —I-I q 1 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nea properties if granted,because: RECEIVED See attached addendum. MAR 3 0 2023 d of Appeals 2.The benefit sought by the applicant CANNOT be achieved by some method feas b1g-da�itTt&%�ffcant to u other than an area variance,because: See attached addendum. 3.The amount of relief requested is not substantial because: See attached addendum. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5.Has the alleged difficulty been self-created? {X) Yes,or {x} No Why: See attached addendum. Are there any Covenants or Restrictions concerning this land? {x} No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the a time preserve and protect the character of the neighborhood and the health,safety and welfare of the commun'i�o ert E. Herrmann Signature of pplicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 28th day of March 2023 a ry P blic KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO , 5015931 QUALIFIED IN SUFFOLK CO N T Y EXPIRES AUGUST 2 , 20 � E- Zoning KENNETH & ELIZABETH McCULLOCH 1605 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-15eals 1. The applicants seek relief from Section 280-15 for the construction of a swimming pool in a side yard. The applicants' property is part of a developed shoreline community that fronts Southold Bay in the most northwest corner of the Bayview peninsula. For purposes of evaluating the character the neighborhood, considered here are properties located along North Parish Drive and the two immediately surrounding bayfront roads, including Kimberly Lane to the west and Harbor Lights Drive to the east. Swimming pools are a very common feature of this neighborhood, as 13 of the 28 homes directly fronting the bay along these three roadways are improved with swimming pools. Seven of these were constructed pursuant to some type of variance relief(see Case Nos. #3814 (1989),#4029 (1991), #4399 (1996), #4683 (1999), #5424 (2004), #6458 (2011), and #6654 (2013)). Although there are pools in side yards along Kimberly Lane, including one constructed pursuant to variance relief(Case #3814), there are none located in the side yard along North Parish Drive or Harbor Lights Drive because with the exception of the applicants' parcel, every residential parcel on those two roads with homes directly fronting the bay is only 100 feet wide. Thus, the opportunity to locate a pool in the side yard— particularly one that that would meet the minimum required side yard setback—is essentially absent on every other parcel on those roads. Granting of the applicants' request for relief thus would not change the character of the neighborhood because 1) swimming pools are very common to the neighborhood, with more than half constructed pursuant to variance relief; and 2) the unique width of the applicant's property creates what is likely a unique opportunity within the neighborhood to locate an otherwise zoning-compliant pool in a side yard. There would also be no adverse impact to the one potentially affected adjacent property owner to the west, who currently enjoys the benefit of a swimming pool, because the pool would be 1) located more than 15 feet from the shared property line, thus exceeding the minimum required side yard setback for an accessory pool by more than 5 feet; and 2) heavily screened and buffered by the existing dense evergreen vegetation located along the property line. The applicants are also seeking relief from Section 280-124 required to maintain a 35.8-ft setback between the front lot line and the attached garage portion the existing single-family dwelling. Because the architectural design proposes the reconstruction of the first and second floors of the 1,868 sf portion of the existing dwelling located closest to the bay(over the existing foundation to remain),the Building Department has determined pursuant to the Town's definition of a demolition—that the entire dwelling is being demolished and replaced with a new dwelling. In reality, however,the 676 sf, 2-story attached garage will remain fully intact, and the portion of the dwelling that would in fact be demolished and reconstructed is located almost 60 feet from the front lot line. And although a"faux roof'addition will be added to the top of the existing garage roof to create an architectural appearance more harmonious with the reconstructed portion of the dwelling,the existing 2-story attached garage and its existing roof will remain fully intact with no reconstruction or expansion. The existing dwelling and the attached garage in particular legally exist in their current footprint pursuant to two building permits. The first,#2833,was issued in 1965 for the construction of the original hos with the attached Robert E. mnann Sworn to before me this 28"' day of March,2023 KIM H . STAPH€NS 11 k 4�� Notary lic NOTARY T A R Y P U B L I C Pu" STATE OF NEW YORK COMMISSION N0 . 5015931 Page Iof4 QUALIFIED IN SUFFOLK COUNTY EXPIRES AVGLiST 1L 2-n21 garage located at least 35 feet from the front lot line, which was t e requi at the ime (Certificate of Occupancy#Z-2408 issued in 1966). The second, #23 8, was issue in 1996 for 2nd floor expansion over the garage (Certificate of Occupancy #Z-25092 issued rat 7 1996 the zoning code had been revised to require the current 40-ft front yard set ack,bu I}hat im�e prior t the Walz decision, it was the policy of the Building Department to permit a 2nd floor addition over a le ally preexisting nonconforming first floor provided there was no reduction Ztt VE.304 j9f MUM and setback variance was required for the renovation and upward expansion arage in 96. And because the garage was renovated so much more recently, it is excluded from the currently proposed except for the increased roof peak. Additionally, the portion of the dwelling located farther from the road that is to be demolished will be reconstructed in its existing footprint with relatively limited additions (e.g., entry porch, screened porch, covered kitchen, minor dwelling additions totaling 123 sf) and reductions (e.g., stoop, porch, and deck removals totaling 937 sf). Moreover, the adjacent dwelling to the west is located a similar distance from the front lot line as the result of a 1970 variance decision(Case#1309)that allowed the owners to maintain an as-built setback of 34.8 feet at the time 35 feet was required. In fact,that decision references the applicants' "35'6"" front yard setback to the"two car garage" and notes that "other houses on the north side of North Parish Drive and further to the west vary in setback from 35' to a distance approximately 60'." Therefore, given 1) the modest changes to the portion of the existing dwelling to be reconstructed; 2) the dwelling's front yard setback that is nearly identical to the westerly neighbor's; and 3) the fact that there will be no demolition or reconstruction(in-fact or Town-defined) of the legally permitted 23' x 29' attached garage structure that faces North Parish Drive—and thus no change to the preexisting nonconforming front yard setback— there will be no change to the character of the neighborhood or adverse impacts to surrounding properties caused by maintaining the existing 35.8-ft front yard setback. 2. Due to the legally permitted location of the existing dwelling footprint, which is to remain in its current location approximately 36 from the road, 20 feet from the top of bank, and 24 feet from the easterly side lot line, there is no location on the property except in the westerly side yard where a swimming pool could be located practicably and in compliance with the required lot line setbacks. For example, surrounding the pool with a deck or raised patio could effectively eliminate the nonconforming side yard location while remaining compliant with the required side yard setback, but such a design would trigger the need for significant lot coverage relief and create a more substantial and visible renovation. Similarly,the pool could not be placed in the front yard without substantial front yard setback relief, and that location would also have a greater impact on the character of the neighborhood and on surrounding properties. Therefore, the only reasonable location for the pool is in the westerly side yard, making the requested relief unavoidable. The front yard setback relief is unavoidable because the existing attached garage was legally constructed as part of the principal dwelling structure pursuant to a building permit issued in 1965; was legally renovated and expanded upward pursuant to a building permit issued in 1996; and will remain intact in the same location as part of the currently proposed renovation Robert E. H ann Sworn to before me this 28"' day of March,2023 iA_ KIM H , STEPHENS Nbfary\Public NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY Page 2of4 EXPIRES AUGUST 2_ 202 3. The relief requested for the swimming pool is mathematically substantial because a side yard on will be deemed to require 100 percent relief from the code. However,therelief i � �substan ial because the pool would be 1) located 50% farther from the side lot line( 5 versusfeet t an requ' ed by code; 2) well screened from the westerly neighbor due to the si ificanV T, 11�2�long he property line; and 3) located much farther from the public roadway tha if it w e oca e in the fr nt yard. Additionally, as described above, swimming pools are a commonfeature of properties located in the surrounding neighborhood, including the adjacent westerly property. Zoning Board of Appeals The 4.2 feet or 10.5% relief required to maintain the legally preexisting front yard setback to the dwelling is both mathematically insubstantial and insubstantial in fact. As described above,the attached garage establishing the existing setback was legally constructed and later expanded pursuant to building permits issued in 1965 and 1996, respectively, and there is no proposal to demolish or otherwise reconstruct that portion of the house which is located closest to North Parish Drive. Rather,the existing garage will remain fully intact in its current location, altered only by a "faux roof' addition over the existing roof(to remain) that will increase the height of the roof peak to make it more architecturally harmonious with the reconstructed portion of the dwelling. 4. Granting of the requested variance relief for the new swimming pool and partial reconstruction(Town- defined "demolition") of the existing dwelling will not have adverse impacts on the physical and environmental conditions of the property or surrounding neighborhood. As described above,the project proposes the reconstruction of a 1,868 sf portion of an existing 2-story dwelling over its existing foundation, leaving intact the 676 sf portion of the dwelling consisting of an attached 2-story garage and most of the attached,uncovered waterside deck. Other renovations include porch and minimal habitable footprint additions and construction of a grade level patio. In connection with the wetlands permit that has already been issued for the dwelling renovation and will be required for the swimming pool, the project has been designed to be consistent with the permit standards of Chapter 275 and the LWRP Policy 5 and 6 goals of protecting and improving water quality and the quality and function of the surrounding Southold Bay tidal wetland ecosystem. Specifically, the below described design elements and additionally incorporated environmental mitigation measures associated with the dwelling renovation and swimming pool will serve to improve groundwater and surface water quality through improved septic treatment; maintain or increase wetland setbacks to structures, and increase wetland setbacks to maintained turf lawn; mitigate the introduction of the pool to the property; and improve the quality/mitigate the volume of potential runoff by reducing lawn/increasing buffer areas and maintaining Town-defined lot coverage below the code-required 20 percent. a) To offset the addition of the swimming pool and limited dwelling additions, nearly 1,100 sf of existing deck and other structural surfaces will be removed from the site to limit the net increase in Town-defined lot coverage to 2.1%, thereby maintaining cope,-conforming lot coverage below the allowable 20 percent. Additionally, approximately ,444 of existing impervious asphalt driveway will be removed. Robert ffrrmann Sworn to before me this 28th day of March,2023 C�, JICS;)— KIM H . STEPHENS 96—tary,,Public N 0 T A R Y P U B L I C STATE OF NEW YORK COMMISSION NO . 5015931 Page 3of4 QUALIFIED IN SUFFOLK COUNTY EXPIRES A1'611ST 21, W?_ RECEIVED b) A proposed stormwater drainage system and dedicated pool drywel 1 are designed.to capture an recharge roof runoff from the renovated dwelling, surface runoff from tl 0$AZBaso pool patio surface,and backwash from the proposed swimming poc 1. Zoning Board of Appeals c) The proposed swimming pool would be a) set back roughly 62 feat from the sigfa Southold Bay, thus exceeding the minimum required 50-foot wetlands setback for pools by 12 feet; b) set back 50 feet from the bulkhead, thus ensuring permanent compliance with the currently required wetlands setback; and c) equipped with a saltwater filtration system, thus avoiding use of a traditional,high-chlorination treatment system. d) Pursuant to the Town wetlands permit issued for the dwelling renovation and patio, the existing vegetated+19-foot wide vegetated embankment will be permanently maintained as a vegetated buffer area adjacent to the bulkhead; and an additional non-turf buffer is to be established in place of existing lawn and permanently maintained within 5 to 10 feet of the landward edge of the top of bank. e) The existing conventional septic system will be removed and replaced with a low-nitrogen, UA sanitary system located more than 100 feet from the surface waters of Southold Bay. Unlike conventional systems, which are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. f) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. 5. The difficulty creating the need for variance for the proposed swimming pool is arguably self-created because the applicants are reasonably presumed to have had actual or constructive knowledge of the zoning code requirements affecting accessory swimming pools at the time they purchased the property. The difficulty creating the need for front yard setback relief is arguably not self-created because it cannot be reasonably presumed that a home buyer would anticipate the need to obtain variance relief to maintain a house in its legally permitted location. Robert E. errmann Sworn to before me this 28th day of March, 2023 Aaublic RIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2.09-5 Page 4 of 4 APPLICANT'S PROJECT DESCRIPTION j'jq4 APPLICANT: Kenneth & Elizabeth McCulloch DATE PREPARED:March 28, 2023 1.For Demolition of Existing Building Areas RECEIVED Please describe areas being removed: First and second floors of 1,868 portion of existingi to be removed to the existing foundation to remain). Zoning Board of Appeals II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: see attached project description Dimensions of new second floor: 43' x75' (overall) Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 35' (per prior code definition) Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: No IH. Proposed Construction Description(Alterations or Structural Changes) N/A (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 4,200 sf Proposed increase of building coverage: 504 sf Square footage of your lot: 29,232 sf(23,863 sf buildable land) Percentage of coverage of your lot by building area: 17.6% (existing); 19.7% (proposed) V.Purpose of New Construction:Reconstruction of portion of existing dwelling located closest to Southold Bay to create modernised, more efficient dwelling with substantially improved water views. VI.Please describe the land contours (flat, slope %, heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): The presence of a sloped vegetated embankment adjacent to the existing bulkead and Southold Bay,relative to the existing dwelling, prevent placement of a swimming pool in a conforming rear yard.The need for variance relief to maintain the existing front yard setback is unrelated to land contours. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? X Yes No RECEIVED B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. MAR 3 0 2023 Zoning Board of Appeals C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.) If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the TrusteesWetlands Permit No. 10236 issued and if issued,please attach copies of permit with conditions and approved survey. for dwelling renovations & pool patio. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. CO Ws 22408, Z-17387 and Z-25092 H. Do you or any co-owner also own other land adjoining or close to this parcel?No If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel & 2 story single family dwelling with attached garage & decks and the proposed use 2-story single family dwelling with attached garage & decks; swimming pool; and pool patio (ex: existing single family,proposed: same with garage,pool or other) March 28, 2023 Authorized signature and Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'S OFFICE RECEIVED SOUTHOLD, N. v. MAR 3'0 2023 CERTIFICATE OF OCCUPANC Zoning Board of Appeals No. .A..��tQ4............ Date ... ................Apr. ;� ......... THIS CERTIFIES that the building located at .NQr.th..P.Qrr1.8h..Dr.xV.0....................... Street Map No. .Sax'A......... Block No. .........XX........ Lot No. ..=.......sA.uthQxf. ...N, L.................. conforms substantially to the Application for Building Permit heretofore filed in this office dated .............................................AINAO.. . , i9.�O. pursuant to which Building Permit N .!n... No. dated .................................AA9.14$t..3...., 19..* was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ........ . ........................................................................................ The certificate is issued to ... ........ ....... 1WX1x'. (owner, lessee or tenant) of the aforesaid building. H.D.Approval, Mar. 9, 1966 by R. Villa .�.� ................................................................................. Building Inspector -' -� FORM NO. 4 TOWN OF SOUTHOLD l BUILDING DEPARTMENT Office of the Building Inspector RECE.11/,ED Town Hall Southold, N.Y. MAR 3:0 2023 Board CERTIFICATE of OCCUPANCY Zoning OfAppeals No Z-17387 Date OCTOBER 6, 1988 THIS CERTIFIES that the building ADDITION Location of Property 1605 NORTH PARISH DRIVE SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 71 Block 1 Lot 15 Subdivision Filed Map'No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 16, 1988 pursuant to which Building Permit No. 17127-Z dated JUNE 20, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECKING ADDITION AS PERMITTED BY ZBA #3715 AS APPLIED FOR The certificate is issued to BERNARD & CAROLE KIERNAN (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. NLA PLUMBERS CERTIFICATION DATED NZA Building Inspector Rev. 1/81 FORM NO. 4 �r � TOWN OF SOUTHOLD / BUILDING DEPARTMENT RECEIVED Office of the Building Inspector Town Hall MAR 3. Southold, N.Y. 0 2023 CERTIFICATE OF OCCUPANCY Zoning Board ofAPPeals No Z-25092 Date JUNE 19, 1997 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property 1605 NORTH PARRISH DR. SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 71 Block 1 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 4, 1997 pursuant to which Building Permit No. 23768-Z dated OCTOBER 23, 1996 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is 2ND STORY ADDITION & ALTERATION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BERNARD KIERNAN (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. PENDING - JUNE 12, 1997 PLUMBERS CERTIFICATION DATED JUNE 10, 1997-HARDY PLUMBING & HEATING e7;7 Buil ng Inspect Rev. 1/81 �S�FFOU��o RECEIVED AR - Southold Town B arc'of Appe s zo 1 ��O MAIN ROAD- STATE ROAD ZS SOL -1 �LO�..N.Y. 119 1 5 109 P CEIVED AND FI ACTION OF THE ZONING BOAR FP pyD TOWN CLERK JJLIQ Appeal No. 3715 / / DOUR Application Dated February 26, 1988 DATE TO: Mr. Garrett A. Strang, Architect as Agent f o r BERNARD KIERNAN Town Clerk, Town of Southold Main Road, Box 1412 Southold, NY 11971 At a Meeting of the Zoning Board of Appeals held on May 12, 1988, the above appeal was considered, and the action indicat—ed below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article Section [X] Request for Variance to the Zoning Ordinance Article XI_, Section 100-119.2(8) [ ] Request for Application of BERNARD KIERNAN. Variance to the Zoning Ordinance, Article XI , Section 100-119.2 for permission to construct additions to dwelling and accessory structure(s) within 75 feet of ordinary high- water mark along Southold Bay. Location of Property: 1605 North Parish Drive, Southold, NY; County Tax Map Parcel No. 1000-71-1-15. WHEREAS, a public hearing was held and concluded on April 14, 1988 in the Matter of the Application of BERNARD KIERNAN under Appl. No. 3715; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1 . The premises in question is located on the north side of North Parish Drive with frontage (lot width) of 155.0 feet and total lot area of 29,760 sq. ft. 2. The subject premises is identified on the Suffolk County Tax Maps as District 1000, Section 71 , Block 1 , Lot 15. 3. The premises is improved with a two-story, single- family dwelling with attached garage as more particularly depicted by town assessment records and Site Plan prepared by Garrett A. Strang, Architect dated February 3, 1988. 4. By this application, appellant requests a Variance from the Provisions of Article XI, Section 100-119.2(6) of the Zoning Code for permission to construct raised deck with landing addition at 40 feet, accessory gazebo at 35 feet, and secondary grade-level construction at not less than 37 feet, all at the nearest point from the highwater mark along Southold Bay [see Site Plan Drawing #SP-1 dated (CONTINUED ON PAGE TWO) DATED: May 12, 1988. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - .., rl . No. 3715 Matter of BERNARD KIERNAN Decision Rendered May 12, 1988 February 3, 1988, and Drawing A-1 dated March 8, 1988 for all dimensions, elevations, size and shape]. 5. Article XI , Section 100-119.2(B) requires all vl buildings and structures located on lots adjacent to tidal water bodies other than the Long Island Sou be set back not less than seventy-five (7 5) feetLeh the or highwater mark of such tidal water body, seventy-five (75) feet from the landward e ti wetland, whichever is the greater distanc AS 0 2023 6. For the record, it is noted thallingstructure as exists is presently nonconfoh aninsufficient setback at 64 feet from thebhV&f,*tArmark, and 50 feet from the existing bulkhPPeals 7. Also shown on the maps submitted hereunder are stairs and stairway landings proposed northerly of the deck additions which are deemed not within the purview of this Board and are subject to review and consideration by the Southold Town Trustees under Chapter 97 of the Code of the Town of Southold. 8. In considering this application, the Board finds and determines: (a) that the dwelling as exists has a nonconforming setback; (b) that the variance in relation to the existing nonconforming setbacks in the area is not substantial ; (c) that there will not be an increase in population density by this variance and accordingly no undue burden on available governmental facilities; (d) the grant of this variance, as conditionally noted below, will not produce a substantial detriment to adjoining properties; (e) the practical difficulties are unique to the property and are not personal in nature; (f) there is no other method feasible for appellants to pursue other than a variance; (g) in view of the manner in which the diffi- culties arose and in consideration of all the above factors, the interests of justice will be served by allowing the variance, with the following conditions. Accordingly, on motion by Mr. Douglass, seconded by Mr. Grigonis , it was RESOLVED, to GRANT a Variance under the Provisions of Article XI , Section 100-119.2(8) of the Zoning Code in the Matter of Appeal No. 3715 - BERNARD KIERNAN for the construction of a main deck, deck landing, gazebo(and deck construction at grade level ) ,SUBJECT TO THE FOLLOWING CONDITIONS: 1 . No structures be located closer than 25 feet to the outer edge of existing bulkhead; 2. The deck landing (if raised) shall be not closer than 25 feet to the outer edge of existing bulkhead; 3. The decks and landings remain open, unroofed and unenclosed [as proposed]; 4. Any and all lighting shall be shielded to the property; 5. Ground area near and around piles for stairs must be replanted to aid in the prevention of erosion; 6. All structures shall be built in a manner as to prevent erosion. 7. Construction of stairs and stairway landings shall be built in accordance with Town Trustee and Building requirements, and vegetation shall not be adversely affected. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Douglass and Doyen. (Absent was : Member Sawicki . ) This resolution was duly adopted. 1 k � !k! . 617.20 Appendix B I Short Environmental Assessment Form RECEI�t�� Instructions for Completing MAR 10 Part I-Project Information.The applicant or project sponsor is responsible for t ez'8 �le,;tion of Part 1.Respoq"ses become part of the application for approval or funding,are subject to public review,an a be' u' j' lto� rther verifi ation. Complete Part I based on information currently available. If additional research or investigation a neer&-ti'fu y respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I- Project and Sponsor Information Name of Action or Project: McCulloch Residence Project Location(describe,and attach a location map) 1605 N Parish Drive,Town of Southold, SCTM#1000-71-1-15;property located on north side of N Parish Drive,70' west of Northfield Road(map attached). Brief Description of Proposed Action: Zoning relief is requested pursuant to Section 280-15 for construction of an accessory swimming pool in a side yard; and from Section 280-124 to maintain a legally preexisting front yard setback of 35.8 feet to a renovated and partially reconstructed dwelling determined by the Building Department to constitute a demolition pursuant to Town code,as further detailed and described in the attached application for zoning variance and depicted on the site plan prepared by Michael Macrina Architect,last dated March 27,2023. Name of Applicant or Sponsor: Telephone: 212-355-4704 Kenneth&Elizabeth McCulloch E-Mail: mcculloch98@gmail.com Address: 15 Middle Drive City/PO: State: Zip Code: Manhasset NY 11030 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Suffolk County Department of Health Services,NYS DEC Letter of No Jurisdiction X 3.a.Total acreage of the site of the proposed action? +/-26,393 sf, b.Total acreage to be physically disturbed? +/-19,190 sf- c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? +/-26,393 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natur 1 NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: NameTeconic Bay&Environs,Reason:protect public heal on& scenic beauty,Agency: County of Suffolk;Date: 7-12-88 8. a.Will the proposed action result in a substantial increase in traffic above pr sent levels? O YES MAR 3.0 2023 X b. Are public transportation service(s)available at or near the site of the pro osed action? Zonisq Board X c.Are any pedestrian accommodations or bicycle routes available on or ne site of the propos� � Is X 9. Does the proposed action meet or exceed the state energy code requirements? O YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,I/A OWTS sanitary X system is proposed. 12.a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X IfTes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? a If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the loc ion of an active or c osed NO YES solid waste management facility? MAR 3. If Yes,describe: ® 2023 X Zonfnn °ard o 20. Has the site of the proposed action or an adjoining property been the subject of remedia i or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Rob E.Herrmann,Coastal Mgmt. Specialist Date: March 28,2023 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-ter cumulative impacts. RECEIVED MAR 3 0 2023 Zoning �... ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 3 � � BURGUNDY C RDO N Y / CT DRI m Park P RD O9\�S�,PO i �\ ,__ \ �\ TARPpN 64 R 39 ONCREEK PO �`�1 ;Z LG ,, Ov, :v O � Or� D Q _i�Dlit� MOCKINGBIRD OJ Qo '` Camp Quinipet LA y WALLOW n� (Methodist) ` Id t' �+ Vney o ings Pt � Plo ROCKY POINT QS ` � .� RYCEIVED �p X000 �" PSS � �O POm \ 0 6 r � JO , �a AR 3-O 2023 - Southold ry2® y o�9 0� y Pond Sta PO T "' 9 Board of App ac �,tnel ` °�`° l OQ !E o� p� O'yAS ' eals .. ,off 2mN eo�l�a�o ��EQ 59� � His oc °oG ° ° �O BI EDON ZO�fn T r 7-� ' Town a m�5y s� 00 Park J °oma p/9° S / I S O�L 1 r'HO L D J" Southold �Q`o HIu M/OF yFc (Founders \q I � f HS 9y s �➢ o ROM �e I Cr, %�� (Landing I �` op.LA w eQ o 9O I e o Harper Pt Suffolk County Hagstrom Map #44 I' -+2,000' BAY CHEEK DR OO°j /� I • JOCKEY 5ite Access Via 5ubject Property) s 5 Q �50 N s 5t < v PO COR I � - SoRhold i CUSTEfl 9 PNg '�' v O b YC .. pld p Custer CLFARWEW um Institute oo n 2 S SLE o o 000 _f NO O SCHOON pq "itht o O AV W. 36 �SLEEPY yp�o CMN / J� C R OQ W. `I, ._Paradise F P° GLENN S 9R0 � a qp DR S 1rRF� j Point , :E _--i �. � PO � o v� 1$ LA - C LAKEDR QUA �L9°¢P(R� >' 1 /CK0.RY� u GREAT HOG r"a RIGGER LAE o o GPO - Q NECK sae THAS mo PW £ 9� su Mnh = m BTy BAYVIEVU o C (! c ss BD z o g t 9 v \\90 lD 71B Son Cy\9O y�OPE H 40l'('I e c Crrek \j w ` Cedar Bea h �cC DAR W s oQxwopp lg/ Cou4 Par AIi o c� pB B NECK TL �� CCedar Beach HIJr�G L V C1� FST pT ago ` Q , _i t_. ( ) Point / AY_-__`��NSET Il POIM o/RD �y (J % BA , I :J2°25'30'.i. :!;�72"24'45': ,��:,• ..72°24'00'': - - -.0Hag5tromMapCompenYanc.', Board of Zoning Appeals Application RECEIVED AUTHOPdZATION MAR 3-0 2023 (Where the Applicant is not the Owner) Zoning Board of Appeals � � E le, I, Kenneth McCulloch residing at (Print property owner's name) (Mailing Address) Manhasset, NY 11030 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) Kenneth McCulloch (Print Owner's Name) Board of Zoning Appeals Application RECEIVED MAR 3-b 2023 AUTHORIZATION Zoning Board of Appeals (Where the Applicant is not the Owner) I, Elizabeth McCulloch residing at 1W rzk (Print property owner's name) (Mailing Address) Manhasset, NY 11030 do hereby authorize (Agent) En-Consultants to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner's Signatur Elizabeth McCulloch (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: McCulloch Kenneth (Last name,first name,middle initial,unless you are applying in the name of someone else or oth 09*99 a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) MAR 3;0 2023 Tax grievance Building Permit Variance X Trustee Permit 7nning Board of Appeals Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this Zfl::;, day of Signature ` Print Name Kenneth McCul ch APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: McCulloch, Elizabeth (Last name,first name,middle initial,unless you are applying in the name of someone else or t er en company.If so,indicate the other person's or company's name.) RECEIVED TYPE OF APPLICATION: (Check all that apply) MAR 3'0 2023 Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Zoning Board of Appeals Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this Z day of�,20 On en Signature Print Name Elizabeth McCulloch AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit RECEIVED Variance XXX Trustee Permit Change of Zone Coastal Erosion MAR 3 0 2023 Approval of Plat Mooring Other(activity) Planning Zoning Board of Appeals Do you personally(or through your company,spouse,sibling,parent,or child)have a relat' 'th an officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 48thay of March 92023 Signature Print Name Robert E. Herrmann i - Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 11V 2. Before answering the questions in Section C, the preparer of this f rm shoQ��y5 t e ex mpt minor action list, policies and explanations of each policy contained n the Town of Southold ocal Waterfront Revitalization Program. A proposed action will be valuatVAPal i ni cant beneficial and adverse effects upon the coastal area which includes at of Southold Town . "yes" 'I Zoning Board of R p If any question in Section C on this form is answered yes or no , o 0S'e g6fo will affect the achievement of the LWRP policy standards and conditions contained in the const tency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 71 - 1 15 PROJECT NAME Kenneth&Elizabeth McCulloch The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ NA (c) Permit, approval, license, certification: Nature and extent of action: Zoning relief is requested pursuant to Section 280-15 for construction of an accessory swimming pool in a side yard;and from Section 280-124 to maintain a legally preexisting front yard setback of 35.8 feet to a renovated and partially reconstructed dwelling determined by the Building Department to constitute a demolition pursuant to Town code,as further detailed and described in the attached application for zoning variance and depicted on the site plan prepared by Michael Macrina Architect,last dated March 27,2023. Pursuant'to Southold Town Code§268-5("Review of Actions")and the corresponding definitions of"action"and"minor action"by §286-3 ("Definitions"),the proposed variance relief meets the following definition of a minor action and should thus be determined to be exempt from waterfront consistency review pursuant to chapter 268: T.Granting of individual setback,lot line and lot area variances,except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA." Therefore,all policies are noted as being"Not Applicable." 1 Location of action: 1605 North Parish Drive,Southold Site acreage: 26,392 sf Present land use: Residential,single-family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Kenneth&Elizabeth McCulloch (b) Mailing address: 15 Middle Drive rl RECEIVED Manhasset,NY 11030 MAR 3-12023 (c) Telephone number: Area Code 212-355-4704 sgar" 1 v '�1l� (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. F]Yes 0 No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable e--"nlqq RECEIVED MAR 3'0 2023 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable RECEIVED UAR 31 2023 zoning Board of Appeals Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water. iendent uses and promote siting o w water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable RECEIVED M 7nninci Board of Appea s Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes 1:1No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY " TITLECoastal Management Specialist DATE 3/28/23 Robert E.HeMmann Amended on 811105 KENNETH& ELIZABETH MCCULLOCH 1605 NORTH PARISH DRIVE.SOUTHOLD C�C • •t '� .waw � ,tom •N= + �J 00 .•. MW Figurel. Aerial view of subject property with dwelling to be partially reconstructed over existin joundation and improved with swimming pool. Note adjacent dwelling to west with swimming pool and similar front yard setback. 2020 image from Suffolk County GIS Viewer. t 1 {A _ 60RE L r -- Figure 2. Looking east at waterside of existing dwelling to be partially reconstructed over existing foundation; at location of proposed 2.3'x 13.9'2-story addition to "square off"northwest corner of house;at northwest portion of uncovered deck to be replaced with grade-level patio;and location of proposed non-turf buffer along top of bank. KENNETH& ELIZABETH" —CULLOCH, 1605 NORTH PARISH T--VE,SOUTHOLD 1} /� 1 RECEIVED MAR 3 0 2023 Zoning Board of Apr�ts s� Figure 3. Looking northeast at existing deck adjacent to top of bank to be removed. •-P'iii ,� A. X PORTION Q �HOUSE TO �* iBE RECONSTRUCTED A - �. ". GAR1: 1 PROPOSED PO ADDITIONS .�M Figure 4. Looking northeast toward location of proposed swimming pool and masonry pool patio landward of deck to be removed(left); at location of proposed porch additions to southwest corner of reconstructed portion of house(middle); and at existing 2-story attached garage to remain with raised roof peak(right). 11 1MTA Will Jv ol ib AWd 1 I .l ,. .. ��,., !t. .'f•�4.�s'"' _,. �..,. �"�' ♦ Y'�' �,+/"+fir,�►. +� '�. ' �!�tea, I ��.5� F.~ y .. - 1 ♦ter a AWL AI • - :►-. �""L'A`SS:."._' I Iii i y 1. �. TOWN OF SOUTHOLD PROPERTY R1 5 ?A OWNER STREET VILLAGE ui5T. SUB. LOT T le In/fit rA f �� �' J FORMER W R N TE AC�. ` k iL I W TYPE OF BUILDING ZES /O S S. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS %s 7 -�^ G f f/e��✓�iy' '} f-- 00 z o e--> r U D IpA pig2, f- Cj ✓ -- - a f t4)bg BP4F 33690C to bort -b 1 ce. 13 d 3 33 r.5 'a - f a # 3 t� wv FARM Acre Value Per Vafue (( —�_ Acre -- Z1 -'Cocot . yj�C(nav) Tillable 1 Q 7,31 20 _�t ��� `Q _ `e 1.0 4b �k 6, 0 Tillable 2 Tillable 3 � A Noodland D m rn 3wompl.and FRONTAGE ON WATER ' 3rushland FRONTAGE ON ROAD �- w 0 N douse Plot DEPTH BULKHEAD rotn`'� �+ °�' `` DOCK f f� A � i 17 COLOR f. ,-- TRIM ; i r s 71.4-15 4/09 i M. Bldg. , Foundation Bath Dinette '� —- -- Extension ps Basement Floors K. Extension /e 3,5Z, u} Ext. Walls � 4 Interior Finish LR. Extension j * / 41 '3 Fire Place Heat �.';rry DR. ---- Type Roof Rooms 1 st F or BR. Porch - �© 3 3 Recreation Room Rooms 2nd I r FIN. B. 3 1C.. r' Dormer ------ -- Breezeway , o Driveway p < Garage 7 � a 7- Patio O. B. Total � r ZBA CHECK FEES - 2023 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/20/2023 Carey, Patrick 7794 $750.00 124 3/31/2023 3/22/2023 The Endless Round LLC 7795SE $2,400.00 1011 3/31/2023 3/23/2023 220 Navy St Trust 7796 $750.00 2320 3/31/2023 3/27/2023 Scoufaras, Peter 7797 $750.00 6532 3/31/2023 3/30/2023 Perry, Matthew 7798 $1,250.00 160 3/31/2023 3/30/2023 McCulloch,Kenneth 7799 $1,250.00 8727 3/31/2023 $7,150.00 RECEIVED APR - 3 2023: Southold Town Clerk awn of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/04/23 Receipt#: 309163 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7794 $750.00 1 ZBA Application Fees 7795SE $2,400.00 1 ZBA Application Fees 7796 $750.00 1 ZBA Application Fees 7797 $750.00 1 ZBA Application Fees 7798 $1,250.00 1 ZBA Application Fees 7799 $1,250.00 Total Paid: $7,150.00 Notes: Payment Type Amount Paid By CK#I(AC) $1,250.00 CK#1011 $2,400.00 CK#124 $750.00 CK#2320 $750.00 CK#6532 $750.00 CK#8727 $1,250.00 Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: En-Consultants, Inc. 1319 North Sea Road Southampton, NY 11968 Clerk ID: JENNIFER Internal ID:7799 March 31, 2023 RE: McCulloch, 1605 N. Parish Dr, Southold 1000-71.4-15 0 Trustees office comments: • Subject to amended wetland permit by Trustees • Question — fence landward of non-turf buffer may be required by Trustees 313112-5 'J Lt ——-------- RECEIVED IiaR APR 10 2023 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 20ming Hoard of App PERMIT NO. 10236 DATE: OCTOBER 19,2022 ISSUED TO: KENNETH&ELIZABETH McCULLOCH N PROPERTY ADDRESS: .1605 NORTH PARISH DRIVE,SOUTHOLD SCTM#1000-71-1-15 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19,2022, and r1 r in consideration of application fee in the sum of$250.00 paid by-Kenneth & Elizabeth McCulloch and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and " I permits the following: Wetland Permit to demolish and reconstruct 1,868 sq.ft.portion of existing two-story dwelling over its existing foundation,leaving intact 676 sq.ft.portion of existing dwelling consisting of an attached garage (with second story above),and 583 sq.ft. attached, uncovered waterside deck(to be resurfaced as needed); remove 291 sq.ft.attached deck and steps, 13 sq.ft.covered stoop,45 sq.ft. roofed porch,wood arbor,and 518 sq.ft.accessory deck; construct 184 sq.ft.masonry patio and steps in place of 128 sq.ft. tSz attached deck to be removed; construct 2.2'x8.31 one-story and 2.3'x13.9'x21x6.4', 1.81x11.21,and 41x101 j ;;,r+ a two--story dwelling additions,277 sq.ft.covered front porch addition with steps,310 sq.ft.screened 4r 3 porch addition,227 sq.ft.covered outdoor kitchen with landing and steps,3.x5' landing with steps,and new steps to waterside deck to remain; construct 1,163 sq.ft.masonry patio and 310 sq.ft. masonry walkway; remove existing asphalt driveway and install pervious gravel driveway; install 41 high fencing, A/C units,and generator; remove existing conventional septic system and install new I/A sanitary system; install stormwater drainage system; maintain existing vegetated embankment as vegetated buffer,and establish and perpetually maintain an additional 51 wide non-turf buffer along the landward edge of top of bank; and with the condition to of a one to one replacement of any trees removed during construction;establish and perpetually maintain a 5 to 10 foot wide non-turf buffer along the top of bank,including the area between the top of bank and waterside deck; and as depicted on the revised site plan prepared by Michael Macrina Architect,last dated October 20,2022,and stamped approved on October 24,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. F 114 cm CM I wlku; z;Z' 14 TERMS AND CONDITIONS The Permittee,Kenneth&Elizabeth McCulloch residing at 1605 N Parish Drive,Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. I 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4.. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President 10 Town Hall Annex Q(f� 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples 'rs�0 �O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: KENNETH & ELIZABETH McCULLOCH 1605 NORTH PARISH DRIVE, SOUTHOLD SCTM#1000-71-1-15 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 19, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of KENNETH & ELIZABETH McCULLOCH,applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 2, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 19, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 - WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of KENNETH & ELIZABETH McCULLOCH to demolish and reconstruct 1,868 sq.ft. portion of existing two-story dwelling over its existing foundation, leaving intact 676 sq.ft. portion of existing dwelling consisting of an attached garage (with second story above), and 583 sq.ft. attached, uncovered waterside deck (to be resurfaced as needed); remove 291 sq.ft. attached deck and steps, 13 sq.ft. covered stoop, 45 sq.ft. roofed porch, wood arbor, and 518 sq.ft. accessory deck; construct 184 sq.ft. masonry patio and steps in place of 128 sq.ft. attached deck to be removed; construct 2.2'x8.3' one-story and 2.3'x13.9'x2'x6.4', 1.8'x11.2', and 4'x10'two--story dwelling additions, 277 sq.ft. covered front porch addition with steps, 310 sq.ft. screened porch addition, 227 sq.ft. covered outdoor kitchen with landing and steps, 3.x5' landing with steps, and new steps to waterside deck to remain; construct 1,163 sq.ft. masonry patio and 310 sq.ft. masonry walkway; remove existing asphalt driveway and install pervious gravel driveway; install 4' high fencing, A/C units, and generator; remove existing conventional septic system and install new I/A sanitary system; install stormwater drainage system; maintain existing vegetated embankment as vegetated buffer, and establish and perpetually maintain an additional 5'wide non-turf buffer along the landward edge of top of bank; and with the condition to of a one to one replacement of any trees removed during construction; establish and perpetually maintain a 5 to 10 foot wide non-turf buffer along the top of bank, including the area between the top of bank and waterside deck; and as depicted on the revised site plan prepared by Michael Macrina Architect, last dated October 20, 2022, and stamped approved on October 24. 2022. Permit to construct and complete project will expire two years from the date the permit is signed, Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, X 4" Glenn Goldsmith President, Board,of Trustees GG/dd Glenn Goldsmith,President O& So U% Town Hall Annex A. Nicholas Krupski, Vice President ,`� �� • 54375 Route 25 P.O.Box 1179 Eric Sepenoski iQ Southold, New York 11971 Liz Gillooly c� Elizabeth Peeples G�, ® Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Storm Water Runoff With recent heavy rainfalls, we are reminded once again of the problems Southold Town has with storm water runoff. With over 100 road ends terminating at creeks, bays,inlets, or Long Island Sound, as well as all of the lawns and homes lining our miles of shoreline, 100's of thousands of gallons of storm water runoff enters our Wetlands'every year. Carrying sediment that prevents sunlight from reaching aquatic plants, nutrients from animal waste and lawn fertilizers that promote algae blooms detrimental to shellfish;and bacteria and other biologicals that in high doses can be harmful to swimmers, storm water runoff"is one of the Trustees main public safety conceins. So important, in fact,that Southold has a Storm Water Management Code. Southold Town's Chapter 236 provides an outline for how people need to deal with storm water runoff from their properties. For example,new construction or renovation is required to contain any potential runoff to the'wetlands from the construction by installing hay bales and silt fencing. This acts as a barrier and keeps our wetlands clean. Another example in Chapter 236 is that every building must have provisions to collect and disperse, ON-SITE,at least a 2 inch rainfall. This is usually handled by installing gutters, leaders and drywells to the home. The Trustees also have a standing policy of requiring pervious non-turf buffers along bulkheads and at tops of bluffs that help keep run off from entering the wetlands and prevents erosion to bluffs. These are important measures to keep our wetlands safe and clean! Before deciding to renovate or build, the Town Trustees urge you to check our website and the other department's websites to make sure what you are planning to do meet the Town's Code. These codes have been developed for the good of all citizens. And the wildlife all around us too! Glenn Goldsmith,President la uo(f j t Town Hall Annex A. Nicholas Krupski, Vice President S��., �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski , Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Y� Fax(631) 765.6641 UNT�,��� i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES J YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW 1 - INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 15t day of construction % constructed x When project complete, call for compliance inspection; ��o 1o23�i SOUTHOLD TRUSTEES Issued 7'0 �aA - Date �0.�4•�t . Address � jos u pmlstf OR,, so�rr,%c 7'FIIS NOTICE kItBST BE DISPLAYED DURING, CONSTRUCTION TOWN TRUSTEES OFFICE,TOiINM OF SOUTHOLD SO617'9iOLD, N.Y. 11971 TEL.: 765-1892 NOTES: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 9.00 SITUATED AT 2. FLOOD ZONE INFORMATION TAKEN FROM: x FLOOD INSURANCE RATE MAP No. 36103CO166 H BAYVIEW ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED TOWN O F S O U T H O L D ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. o T _THOL- SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-71 -01 -15 3. COASTAL BARRIER IDENTIFIED 11-16-90 SHOWN THRU: BAY SCALE 1"=20' 4Q 5325,• SEPTEMBER 30, 2021 co^EO of � F APRIL 1, 2022 UPDATE SURVEY "DoE °` �� S 'S W,A(L AS�ON'I•W ?, D�W't>F1e S 7 C AREA = 26,392.5 sq. ft. LOT COVERAGE CALCULATIONS Dew Tg °+E`"D J C S 85'11'53" E (TO TIE LINE) 0.606 aa. landward to bulkheadaD (area = 23,863 SF) 0\ c _ 9� 69.29' PROPOSED Nf k COVERAGE BREAKDOWN D•7w. ° '"°°D TEST HOLE DATA HOUSE = 1 ,868 SF °.W' ` 2 l�fNn oejRR�R (TEST HOLE DUG BY McOONALD GEOSCIENCE ON JANUARY 5, 2022) GARAGE = 676 SF / 1-16-90\ h �,,,, ow MM LOW OL FRONT COVERED STOOP = 13 SF ° D,w BRDA'N CIAyEY SAND SO SIDE ROOFED PORCH = 45 SF T EL.ts7s3 DE WOOD DECK 'A' = 857 SF ol q� _� r yv All e WOOD DECK 'B' = 167 0� v x10 BRM Fe PALE tmE SAND SP WOOD DECK 'C' = 518 SF �� �� � 2 EL 9.7e a WOOD DECK 'D' = 78 SF �$ �D°° � 1 EL 7.76'', •„ BR?M'N mTM S"m TOTAL COVERAGE = 4,222 SF 1�6 ,3 W°OD P&EBROWFWSANDSP 4,222 SF / 23,863 SF = .177 gQo EXISTING LOTuSfR/ COVERAGE = 17.7% 'AW" I , GAF Mf ION �i—� Ols x��i a Ab. , Gf t IQ f k* 5Y landward to bulkhead ,` , ESE,°T ry cn N£x •t '. '..a 6 eRop / ' / Z, 19.2] .1995 i\ '' •'°a�t ,°NDP � QOT ,t,It,: .. :tlr;. ,1 M� ;� g a• ar° a a '-X Oop .G _ cva'•4 F•.A a„+ r:,. � /• 8 0, Np� 1!Nl� eL _ 1 "�E eN t ,° �''a° •�,p '^ITT' ry TOTAL BAR�I l D D d. aPQ% ti ED fR :a rr 'WDN, h rT�16�9 'p' r \ \ �.< a'/ x18.85 q .aa. �''• ` O - `.i °- a •.. .:.•, � " 19.04 \Z\ --- EDGE OF LAWN i °, o 24' m SQ wucn� o WATER METER :°• �r 3 UTILITY POLE WV WATER VALVE .,\ x CO M /NOTE:LOCATIONS AND E7651ENCE OF ANY 6.4s FIRE HYDRANT SUBSURFACEhE. °NUIFm O� �P" NOT RRVISIBLE.ARE CERTIFIED. 1 •. 'a'. �SUwrLY Is Sn&Kcr m P rwsolFAC -� x 16.73 '•-�'•, 19.zD MIR METES AND BOUNDS SURVEYING Of," DaF °"`� A N 53 PROBST DRIVE roxarhamn AL1MT o6 Aaq„d1 To A p A p T?s So• SEA..8 NTP BrWlll A tl(fNSED 3A.✓D 9AAtYDR'9 SHIRLEY, NY 11967 sFA eANdAT1aN DrAW,,,scvo UBUc WA �j,�/ S•OQ1 MOA W rmo.s>wnmon t a Tec raw mix STATE >FR PHONE (516) 972-5812 MUCATM/Air 8 surveyduderheilOgmail.com 'Copse,from we od6onl or thh survey maD net LOTS: 15 BLOCK: 01 SECTION: 71 DISTRICT: 1000 :nm l°eanekd a a�vaa %II �ft Pu8476 �OOo• cen r cotton sndicatad he con a yn;Ty toot Wqlz;? ( `/`I a MAP OF: we survey was pm red m a-ardance with th`: lN;nq Code of Practice for land Surveys x�q�� Pmt.ai wl tel Nm York Sold anon o/ �p SITUATED AT: BAYVIEW certir tions shoo run only to the pemon TOWN OF SOUTHOLD, NASSAU CO., N.Y. far whom the surrey is Prepared.and on his I-4 behalf to the We ogenry and lam n i rablernrtrentol usts PUB Nc F�f CertPiy and an not tronefarabla to adStlonal institutions or Subsequent owners.' We' E- CERTIFIED TO JOB NO.: 21-340A 4 DATE: JANUARY 27, 2022 ZONING CALCULATIONS: STORM WATER TEST HOLE DATA: deeded let area(to tie line)=29,232.01 at c0.67 acres) acres) CALCULATIONS: d Ward to bulkhead=23,863 of(0.55 RUN-OFF HALCLlU CATIONS. TEST HOLE DUG BY MrDONALO GEOSCIENCE lan ON JANUARY 5,2022 Zone:R-40(non conforming lot)section 280-124(8) HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL.18.76 0 •Setbacks: •Ru_ff Factor=1.0 •RuI Factor=1.0 7.0' DARK BROWN LOAM(OL) •Rainfall=T(.1T) •Rainfall=2'(.17') Principal Building Rainfall i c h e 1 p� troll=40 R as per sect 280.124(6) •Roof Area=3,481 sf •Fare Arca=1,657 sf aide(min.)=15 ft House=1,869 sl Uncovered Patio=1,163 5/ 2.0' BROWN CLAYEY SAND(SC) Side(total)=35 ft M. e r i n a House Additions=123 sf Proposed Walk=310 050 It Front Covered Porch Addition=277 st Uncovered Palle=184 sf 3.0' rear= Screened Porch Addrdor=310 sl ; A re h i to et it Lot Coverage,(landward to bulkhead) Covered Outdoor Kitchen=227 sf •Volume Required= 6.IY PALE BROWN FINE SAND(SP) Garage=676 s1 23 863 sf coverage allowed (rainfall)(area)(run-oR factor) 21 Maln Street Stony Brook NV 11790 •Volume Required= 1T x 1,986 st x 1.0=338 cu.ft / (max.allowed total coverage) phone. 631 686-6585 (rainfall)(area)(mn-oflfador) 9,0• fax. 63168&6786 .1T x 3.481 N x 1.0=592 cu.R •Drywall Required= / LOT COVERAGE CALCULATIONS email MMarAna@MMArchitecAJAcom ou. 8 R Drywall Ring=42.24 m.ft.per foot height 2.0' BROWN SILTY SAND(SM) •Orywell Required= 338 at.ft.!42.24 a.R per foot of height=8.0.0 R g MMArd,IleclAlAcom S buildable land area=23,863 sf 8 R die.Drywall Ring ft 42-24 f n,1.fl per loot o.height 11.0' / Theee P,me s<m heof el e=nre ma er• •Pmvlde: /C rine may:,.<Prwutr or tn.mm¢ecL 592 w.ft.!42.24 a.R per loot of height s14.0ft. ` EXISTING PROPOSED TOTAL Iermyanm"mme<m1 (1)8 ft tla.x 12ft tall drywall ring(DW fKi) / • Provide: F•mmted a:item are• 6,p• PALE BROWN FINE SAND(SP) \ • 3 40 S32 n SO U?7 nye man iot, t wtea (2)8 ft the.r 12ft tall drywe'I rings(DW#1&#2) 1 to uw corker ealmt of Ne la..mrwi t mz2 _ HOUSE 1,868 SF 1,8fi8 SF �o'v iae ae w�Itm t'ne rm,e"0"a,`<.'a 4,, 5 F OLD � B A ite<.y<eoee.da•,e�mn1«ttl<m31tM. 17.0• ll 1� S HOUSE 123 SF 123 SF .� /r.e�°mt "yw a 25'36.5 ADDITIONS Drawing Status: <,q 41 "°w a 47 53, )" E FRONT Solid Cover(Traffic Bearg) "^* we _`� S 53„ COVERED 277 SF 277 SF 10•die.drain inlet Grade Z ie / : 6$1 1` to drywell connection �.(sy / / 69 29, E PORCH SDR-35 sewer pipe I 12'mm i � f T ADDITION pitched at 1B'per feet -__ 24'maz+ Traffic Bear'g Dome ZDyy f X \/ ��_�- °'uf��wy r' �"D 2 a ." `/ .°''' SCREENED PORCH 310 SF 310 SF Issued} {�t minimum ✓+- �Y lea<w.% `_. ' �•+e__- cOAsr4 ADDITION Trustees de'die,Connection i I P >r ' ,a •L'<�-5 - •a° _ /JJ2 roFt°i L e+i_ COVERED 4 000 v Reinforced PROPOSED ONFAR° ,\`y 7-� r ° Rr,s_ rywell connection I " Cone.Rin s 1' �4- '-- -- I I ::n.,` 1 9 ( ) / �' ` # �y�_ ia1 ''•acro / ya7 so 227 SF 227 SF 6'die.rod leader I o a 1 tRD1a nRAOi ro BE -- KITCHEN R connection i u 1. ` r-3'-0'min.Collar PIPED TO DRnat1 i-~ J.....'. �`' 'rm ( �"y'F+o / a am Backfill w!Clean ? 'teato $ t' / �- �. -- ti�/ 6 PROPOSED SFT l0 10FT WIDE GARAGE 676 SF 676 SF WmP drywall with ,,..rt:--f c-!' - Za 4n > ` �_. `` p_-�___.-- landscapefabno j r; .y". Sand&Gravel g3 g'�aY .�+ ro#t4'rr. !kPy^v _?+ NON-TURF BUFFER FRONT i I o� _% .Av,. ar1q*rt... .._� t. ��-.- -i 0 MINUS Detas: Nunsuitable!clayey Sol is 24•min. I g 2\�� 4x m �' 'i 63b' �, -J COVERED 13 SF 0 S r P`°tl'ta' °- _ JO Pra ect Limiting Fence 13 SF uncovered at base Ofd ell L------- § ��,' ai. _ i; a � �---, 1 9 STOOP 9!1/12 Site Plan Issued to Trustees Add a wick down to sand - Ground Water �e�� d _ "�; -�,� Limit of Disturbance 10/21122 Reirsiona as , ( f] MINUS Hearin 1011 per Trustees Drywell Detail -~%T ,s,,so5 PORCH 6 .:" �/ r.'yo '.„3r��-:,�. sq�1, "�° 16 a, ROOFED 45 SF 45 SF 0 SF g( ) not to soaale / °pj,., bb ^'; ''-; , ,oRiwEL1,i ' oaC EXISTING ' Jr't"Oa, trtn, „ ,r, 4. •tI FOR; '//�( ao 583 SF 583 SF O. &� "//X;.. n• 't41w oµp.Ropv '"�. HousE;I or°�.4 � UNCOVERED DECK TO REMAIN r, s_•useD WOar A'°A o D �� .1;! °wr �,•• ,'b�t'L,,, , ` 'Mn w•m„"^*. !O!y t)Ory 0-fSrORy _to;/ `wsm_ , / uo a' a' WOOD DECK MINUS ,�w�• % .��' '`F ,qe ^oca, ro'aF Orr atil,I a ,y ewxt/! ! ZO eT 518 SF 0 SF f�L HG rc l Io£X• IN v W 518 SF OOD DECK MINUS r D 128 SF O SF ru ..- : ' .,:cam.::." �. / 128 SF `�' _ ,ea- / WOOD DECK MINUS No. Date Desai tion, p DWoLE Bvw. '�••``. 'T�.e / ,C, 291 SF 291 SF 0 SF p tiJis t' f ? )f Project: rrJ e'mo.xn'mu :0 �,,, _ .' §, ) , EXISTING 78 SF 78 SF M DRYWELL h``9 'Mansn kir Au to J FOR PAT165 <,:.,._ d may„ °f' Pmnem4 TAL WOOD DECK/ 1 / Far STAIRWAY 141S , / Proposed 2 j °,y.•'OR4tTZ'E ' __RACE"c •y „ !' ENTRY LANDING �k °^ t TpRD ,Op Da4sr Residence <e Ar / R VN R a Y ro Aa �ep TOTALS 4,200 SF 58 U 4,142 SF ; 17.6% -0.2% 17.4% PROPOSED rwl CEN y t 1/A sePnc smEN • �/` \ • r eY>� ''t ., 9Ef DIDMERSO PW1 For /,( ,/°`"` 3 SITE PLAN LEGEND: .. •2q 50'x! w`y11f•\\ �f/ F;,p2;, _- - edoxl24otl;au - o Ken Com= ` s to SIR Indicates Property uta ---------- '' < tress a Indicates Line ' LizA -------------------- &- - r0�T Indicates Fenc Fms McCulloch lloch ;n n �e5epa� tidam ,ar MN"otQmNO£N �'7•so\ Proposed drywall r'` 1605 North Parish Drive O0e" 4ot W solid rover below de -/DW i MAY 9Al£ \ M ,� a J8 ( ere ) Southold,NY SIF NAYBNE RT,1tL .• •� •- m•WN. 'Ielle... �\ D� :••. .: Z� 7 Proposed dmvell '_`• ' Ft W °rn`waws on�D TEMPORARY EROSION CONTROL MEASURES rrq 1 V� e: \� (open graft,to gratle) - 1�0� Judsdlrtion: -�. Ila:SILT SkSSar Ntl COKSiROOaa fENQ I5 PRePo3e TO ACT ASA •X.'`� " •4' : A ` oruar w�!E euatan put-OlfdvAn31 Mo_TmJ am. A Proposed pod backwash drywall APPIzC:VED 8 roam nTa sols Tws FEN¢Aro THE SILT saEm 91NL eE REvoum MIFA TO n of Southold W,xm wawa IV ALL EmAVA-IS COYPt-m ME 91E a (s0ad cower below rade - w! W 9 ) _ BOARD OF'I RUSTE S Su elk County SILTITO M WSTA OSkC°�((nyO ).ti Q PmJectLimiting Fence&Sift Fence OF SOUTHC LD SEE sLT Fe"CE GLTAa SECTION T.G. TbpafGmte DATE .. - neLtAn�� F.D.Fww i 1.X \ A:Q+ TIN Top of wan �y w,vL c.Es,msona, •..tet_ Proposed'Site Plan �\ 0 BW Bottom of Wall -__� � - , tv oc w.NL n,6•ax id¢Pos3 ♦•vERncu.rALS Zt.E. Inved Elevation ..._ .__. oety,rR,t6'wro q%eo 1"= By: v .. EMBEDDING DETAIL 20• .. : -MAIM tP,i•i i r e1 L.D. Leader Drop _ T.D. Tap of Drywall x•031206 t Ank,1E tnnr srukE rowFao �/O THIS IS AN ARCHITECTURAL SITE PLAN Job No. /¢r' PI1LT1ousLr wo aAtE. �/ BA A Inrleates Electric Sainte -E-c- -r-c-E- _ SED ON INFORMATION FROM 2129 '``�F Ney�� SURVEY PREPARED BY: TREE NOTE: north _,77 1M.1-11 MeteFOR EACH MATURE HARDWOOD TREE Indicates Water Service -�•--w-t--.-.- + �� s 8 Bounds Surveying ` V E .Lia a NYLON KI RAT outs 53 Protist Drive,Shirley,NY REMOVED FROM THE SITE DURING Indicates Direction Fitch Ga [dt *v11 PERSPECTIVE VIEW i /////�/f last dated:Sept 30,2021 CONSTRUCTION,ONE(1)HARDWOOD Inmates E>dsting spot Elevation .eI See wawa was coram 6E rAsrwm gwRrir Pasts.sin amen T m u Illi nn,al / R RE-BM 5101 Messrs m Y.r woes TREE WILL BE PLANTED ON THE as To rtNa Pons win txw£Its m STAPtEi r1TE m y,twmeom linin r orm aelam. Indicates Proposed Spot Elevatlon 1.67 OCT t _ z nwx cum To a reslaun.cosi."ro Elevations in NAVD 1988 Datum PROPERTY AT TOP.VinNO 1EO 4T11R15PF6D EVar /rile:nWlx Yate aIX,Na E1nSTNO mME _ _ _ - _ _ _ 3 w,two sEctlars a n1En mm�o.aM - - - - - Indicates Stacked Stone Retaining Wall o Cw OaaA 1M.ET aHM1 BE OHI6AWFa eY rLrm-:nim x MRM tees s asa�Ed nada U4S,trim/IDEA 5iF&mMA a4m m 4--6- I -Indicates Coastal Barter Itle ed 17-18-90 ve""m,1p`ui'cwa�ouo •ar oePer- "m0mtum MPnowo EmN. FRONT VIEW w TRE mr FEerc P,m,twxalm uwr:aaa FrPRovm Indietes Catch Basin I� Sheet Number aumuwa.a Silt Fence Detail s- Hay Bale Detail mficales Ttsit Hole lacting STH nn1 m---m not to aceta Limits of Clearing!Grading Prosect Limiting Fence Details �1 Non-Nrf bu0an; - ZONING CALCULATIONS: STORM WATER TEST HOLE DATA: deeded lot area IT tie line)=29,232.01 at(0,67 acre=) RUN-OFF CALCULATIONS: TEST HOLE DUG BY MCDONALD GEOSCIENCE landward to bulkhead=23,863 at(0.55 acres) ON JANUARY 5,2022 Zone:R40(non conforming fol section 284124(8) HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL 16.76 1. •Setbacks: •Run-off Factor=1.0 •Run-off Factor=l.0 1.0' DARK BROWN LOAM(OL) Pnnapal Building •Rainfall=2-(.1T) •Rainfall=2(.1T) 1,0' front=40 R as per sect.280-124(8) M i Ci h e •Roof Area=3,481 sf •Patio Area=1,657 sl side(min.)=15 ft House=1,868 s1 Uncovered Patio=1,163 at 2.0' BROWN CLAYEY SAND(SC) side(total)=35 It M House Additions=123 sf Proposed Walk=310 at 3 0, rear=50 ft Front Covered Pordr Adtlltion=277 s1 Uncovered Patio=184 st Architect Severed uK r Kitchen =310 sf •Total Lot Coverage:(landward to bulkhead! Covered Outdoor Kildlen=227 sl •Volume Required= 6.0' 20%max.lot coverage allowed Garage=676 sl PALE BROWN FINE SAND(SP) / 21 Main Street Stony Brook NY 11790 (rainfall(area)(mrroff}attar) 23,863 sf x 20%=4,773 at •Volume Required= ,1T x 1,986 at x 1.0=338 ou.ft. / (max.allowed total coverage) (rainfall) (area)(mrvoff rector) 90. pawns. 631686-6585 •Drywall Required= fax. 637 686.6786 .1T x 3,481 sf x 1.0=592 W.ft. LOT COVERAGE CALCULATIONS email. MMacdna�dMMArchltectAlA.com B ft die.Drywall Ring=42.24 w.ft.per foot of height 2.0' BROWN SILTY SAND(SM) 8 •Drywall Required= 33B M.fL)42.24 cu.ft per foot of height=8.0 IL / buildable land area=23,863 sfwebMMA!MilecUlA.wm 8 ft,dila.Drywall Ring=42.24 cu.ft.perfoot of height 11.0' / in<•a pm•e,.m In.wm.°L or<wwc.-a e.• •Provide /1 u°<.aam..woPotr or m<mmlud. 592 cu.It./42.24 cu.ft.par foot ofhL!ght=14.0ft. EXISTING PROPOSED TOTAL (1)8 ft dia.x 12ft tall drywall ring(DW#3) S b.wo.<e,t°a •Provide' 6 0' PALE BROWN FINE SAND SP Bj. T.� 1e me forst ntmt or u<1°..t° 0'xox1: rrA' rings( ) ( ) �°j \ r 4p 832 O UTHp D Y HOUSE 1,868 SF I 1,868 SF R vat of ua°P�":<.:=i b- (2) 8 ft dia.x 12ft tall drywall d DW 91 8 R2 .oda ,� 4,. 5 f L // B A nm 17.0' �7 S HOUSE 123 SF 123S ADDITIONS F •ao ra 41 ` 2kl-N A'•' 75.36,51„ // Drawing status: ;rJ Lha F °�a°mo 47.53, E FRONT Solid Cover(Traffic Beaeg) a°t' \ I / COVERED 277 SF 277 SF 10"dia.drain inlet Grade yy S 85'11'53" E PORCH to drywell connection ZONE VE F' % / 69.29' SDR-35 sewer pipe 12 min I 2� /3) `�� 1 % .� °s ADDITION _ _ _ ___ Issued to l 24•max I Nf ` % aAQ<+° , SCREENED pitched at 118'per footTrafficBearg Dome k 1 --` „r„ 2 a -- =r, 310 SF 310 SF PORCH Trustees minim I " le `'�; ` ?\ nn v ._. "ua - n� - B r1�.7Ce5 8'dia.d en to :•' �� � "Aw% rant._�.__ °pbsr ADDITION d ll connection r':„;(Pxr-�4 000 psi Reinforced '+u R, `' '4c Ir'�� - ° IFp 4R'RrER ryv+e 1 I m r.,.x:,e.) i:."-6l I Conc.Rings(typ) PROPOSED LINEAR 0°y' (� \ '�`_� , d`_.tea-:" .�4 r-r e '�'au ee e'dia.roof leader � =>e��••_•••• 1TiaV01 DRAW To aE ® /2 � `a0 OUTDOOR 227 SF 22 connection e.aw.,•".•is • If-:- PIPED TO �� �_ �` 7 F 3'-0"min.Collar tFerwEtl a -� "' ' -.;�,� ?�' sin au>cb / <{ KITCHEN Backfin w/Clean a: /. �' & '� GARAGE 676 SF 676 SF 1Nrep drywall wah �"'��)�+, n ��✓Sand&Gravelfa� O ori%^ p'�� �\ % 8 PROPOSED 5FT WIDE NON-TURF BUFFER landscape fabrict Eq4 ' ' `A"`°a„ iQ" _ ``��• zir � fEE '; >rl i a o\°�. - a� _ 7 ° ` _.... �e'�e FRONT MINUS oaTes: If unsuitable 1 F3ayey soil is 24"min. l \2� 3 ,;,, qa� � ,,, �-� �:. �_ , Project Limiting Fence COVERED 13 SF 0 SF unwvered at base of drywall l-- - -- -------- ���° E - ts,,• "'ic -.` � �=_ Ip Limd pf Disturbance STOOP 19 SF I 9/1/22 Site Planl-alta Tmstees Ground Water f� Add a wick down to sand R ate,- - ' �'+a �•'•�_. (19,190 s SIDE MINUS o b ,' r °. °` e ROOFED 45 SF O SF Drywall Detail pr1� O / �4; 45 SF � PORCH not to scare: /11 Da'iwcLL!• o@°j EXISTING 583 SF 583 5E A /��. 4"* ' °}• ousE; ! \ a UNCOVERED p' Baa+ mo' f rL. •'A'•'re DIy00Pars FN11.p ny' o t iW'II DECK TO REMAIN o IIEtr.'e °tvOOURTlDN4T/oN pER ES7pRr 0 R #1'd� °�i � WOOD DECK MINUS 0°A£ ,A, 518 SF 518 SF 0 SF WOOD D1265E ECK MINUS M- -- Y '• z, a %� B' 128 SF 0 SF WOOD DECK 291 SF MINUS 0 SF N°. Date Das ri n LEST ROLE / Ip D I (.#31 -' ,,> /� 'a'"r„ n"7°4• / C. 291 SF Et146 ?<'T V Protect:M � aio.xl2ml ,,,. v ` EXISTING 78 SF 78 SF t DRYwEu • ... wa+$mw:rrAu ,-` Q arq4'& 7 \ WOOD DECK! tb FOR PAT1fT5 STAIRWAY C'R41� SEp n Se, C 1 ' a/r ENTRY LANDING Proposed T OND FEOO - - Residence TOTALS 4,200 SF MINUS 58 SF 4,142 SF PROPOSED NJI CEN 17.6% -0.2% 17.4 1/A SEPTIC O PI For � a "T ��. �� _ a�',�,a ": J%O- •,,�. / SEE ENGMEERING PIAN '?4 i°�' 3 SITE PLAN LEGEND: 6aa���1�, Ken "� .• Y' -"W /Pr D2 FOR.L� J4 ^O IMlwles Property Line ---------- _ _ ' y o2 TNR ' a,, HOUSE; Indicates Setback Line ' a c,10 9c/:erre. "d ------------------ L i z rE t Indicates Fence •; E W W x >s Rar rN�Pon NO ���: 1'I� �� ndl a es Proposed SeucNre �or McCulloch nm Fn1LT8 aoiX ovm �`) �` AARI(�rT •. ��; Propoeaddriwell r,.- 1605 North Parish Drive H.;- oETN \\ •^'mNl]N \_ °)6 .`\\` (s°Ild cover below grade) Southold,NY xc lax. PrapDa d dmvelt -` _%1QW ,� aRo ro TEMPORARY EROSION CONIROL MEASURES er WrfR ��\\ �•1 V < \� (open pmts to grade) Jurisdiction: Jurisdiction: SILT SCRETN AND Ca151RDCTIM MOT IS PRWS61 TO ACT S A aEAw.r ISLE a--a-DuAlAaoN Aro-Imuonax. \ q Proposed pool backwash drywo[l tppolr, Town of Southold W®wro a°1TI MIS FENCE AND THE SRT SCREEN SuLL BE RfuDVFD AF1ER - WND AIL RCAVATaN IS CDLatETm aV ME 91E a (soled corer below grade) t OW \ W -- Suffolk County to IwK .LT EENCE To aE wsTALL °$!S Pro)ea Limiting Fens 8 Silt Fenc° -a-o--� SE£9LT FENCE DEtAR M1T;p \\ H Q T.G. Top of Grote Drown By: sEcnoN , - nqw � Proposed Site Plan �\ o� 1w Top oI Wall MP - / j rwFnCK FACE ,"� j SW Butlomot Wall ro ac uAll NqN¢M515, cn°ckee 6y: -I e win otmo ••=20• - EMBEDDING DETAIL I.E. InmrtElevaBon ; t ..,•G't L.D.-------Leader Dmp )•j ANaE naso srANE rowARo iii THIS IS AN ARCHITECTURAL SITE PLAN .Job No PRENW4Y VID BATE / T T.D. Top O1 Drywall •,1-F; BASED ON INFORMATION FROM A P149 �� Indlcales ElecDic Sernce -E�-E �- -L, SURVEY PREPARED BY Sheet Title north mdlratas water servile -.--.-.-.---.-.- _ Males 8 Bounds Surveying _hA, 1 p9'I� % Indicates Direction of Grading Pittlx `1`I'/`/ Q' rwE a NnaF Barin,HAY BALE: 53 Probst Drive,Shirley,ShileNY v PERSPECTIVE VIEW //p//� last dated:Sept.30,2021 Indicates Existing Spot Ele ban -139.0 (V E 1 wxwN IRE rax¢Ta BC fASIDlro SEaIR6Y P0515:Sera.aIMA i OA u III till IIII el /'--_�� 'x F2-BM 5161 rCKETS,M r•2•VT Te-M MRE PFS d?STARE T1PE OR x•XAIA•Dm DawN 1•wTo CRDIwD. Indicates Proposed Spot El-fian Al �(D t am�e+noM �i �s�rRro .�� tE Elevations in NAVD 1988 Datum SEP ''-' 11'AT TOP Aro foo srna. e•uAx uEat re Nc rnsTwD a3ADE __ _ __- _ _ - = Ind:wles Stacked Slane Retaining Wall ` for Txa scows a ruER aoM AnJpN - - - - - �pl Oa1FR TIE/SNALL%oVeeAwYD BY Fl:TA aOM:nLTEH X YaAn lea& wags ANO i6�. AauaA nwx off a'-6- I IENAxa:SHALL tf PFAiaNro AS N®m A�rsaotfll Eaurl Indnates C°aslal Bartier Identified 11-1690 ..M RAI T eEuovm rAcx•areas mvtm FRONT VIEW amdanlaees M ME ar mNa. PROAeacatm_ a:aAs, au¢a AmRotm Indicates Catch Basin :::: Sheet Number: Silt Fence Detail `°""` Hay Bale Detail Indicates Test Hole/Baring &TM oat to-.1- not to scat© Pro•ect LimitingLimns of Cleadng l Grading Fence Details SP .1 nor to-.1- - Non4er6hation buffers--.." ZONING CALCULATIONS: STORM WATER TEST HOLE DATA: deeded lot area(to tie line)=29,232.01 sf(0.67 acres) RUN-OFF CALCULATIONS: TEST HOLE DUG BY MCDONALD GEOSCIENCE landward to bulkhead=23,863 at(0.55 acres) ON JANUARYS,2022 Zone:R-40(non conforming lot)section 280-124(8) HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL.1876 I D' • Setbacks: RunaR Factor=1,0 •R-11 Factor=1.0 7.0' DARK BROWN LOAM(OL) • •Rainfall=2'(AT) •Rainfall=2'(.1 T) Principal=4 ft Building M i c I�a e front=40 as per seal.280-124(8) •Roof Area=3,481 sf Pato Area=1,657 s} side(min.)=15 R M Mouse=1,868 s( Uncovered Patio=1,163 sr 2.0' BROWN CLAYEY SAND(SC) side(total) R l)=35 House Covered Parch=123 sr Proposed Walk,310 s1 0 0, rear=50 ft A re Ih i to ct Front Covered hAdd Addition=277 s/ Uncovered Patio=184 sr •Total Lot Coveraee:(landward to bulkhead) Sueened Porch Addition=310 st Covered Outdoor Kitchen=227 sf •Volume Required= 6.0' ga a 20%Max.lot coves Ilowetl Garage=676 sf PALE BROWN FINE SAND(SP) 21 Main Street Stony Brook NY 11790 (rainfall)(area)(mn­e8 tactor) 23,863 at x 20%=4,773 s1 •Volume Required= AT x 1,986 sf x 1.0=338 a.R (max.allowed total coverage) phone. 631 686-6585 rainfall)(area)(nun-off factor) S.D. lax. 631 6866786 •Drywall Required= ,T x 3,4e1 at x 1.0=ssz ka.rL I LOT COVERAGE CALCULATIONS em 1. MMacdna@MMArchdectAlAcom B R.cu. 2.2vell Ring=4224coof height foot.0of height 2.0' BROWN SILTY SAND(SM) web. MMArchitectAIA.com •Drywall Required= 338 co.ft/42.24 cu.fl.partook of height=8.0 ft buildable land area=23,863 sf ..b. am,®,m o•wmmt.r.FYI°.my., 8 R.die.Drywall Ring=42.r f w.ft.per tool of height .Provide: 77.0 +7 m...a°w..pwslr•r v,.me,aat 592 co.R/4224 cu.R.per loot of height=14.0 ft. EXISTING PROPOSED TOTAL I Fdrgmml. ..a.r,t.ma 4..q.b,® (1)8 ft dia.x 12R tall dry yell dng(DW#3) e..mt.aaro•m9.Aa,h.p._F.e 1n.r.nat..amt ar 1M 1... •Provide: 5,ry P:.. ROWN FINE SAND(BP) \ S 6J• + O �7-r�J Yitl,.k IF 0,I len. L ac Ao dEOPq,+i�trea.ep4. (2)6 ft dia.x 12R tall drywell rings(DW a1 8q2) ^ o 40•?-Z U1"i OLD B A� HOUSE 1,868 SF 1,868 SF °.°.rt.r tut.PIm.m°r e.,.1 ih. a.Immt 4 S"� q..q..e..0•dt[m mn.ml•1 Na vd,llal. "t•• HOUSE 123 SF 123 SF ' "'• ��-, ,,, S 75,36 / ADDITIONS Drawing status: 411 i� �,�'aw'�.,rz° 47.5 Sf„ E w: ° ; / FRONT Solid Cover(Traffic Beaeg) °yy ° � � S 85 11'53" COVERED 277 SF 277 SF 10'dia.drain inlet Grade ION g� �� CH .69.29' E ADDITION ON to drywall connection 12•min \VE t ; °'� SOR-35 sewer pipe , 24•max 1 ' I pitctTed at Ile•per toot �I-Traffic Bearg Dome 2p1'E X t _ \ ' 'der -"'e,`b '2 q ��� .,�°'''' SCREENED PORCH 310 SF 310 SF Issued to minimum __ I °++.t8 ��\\\\�ti a.p.! ` °aT>e___ 1no4stlt ADDITION Trustees 8'dia.dr inell to I .;>_(,b: I I ' / E tlrywell connection I "°hp t—L4 000 psi Reinforced a°j`t \�#7R .7 ^� "i ,/ AeDR+ck -„ �+ I I Canc.Rings(typ) FROP stD LINEAR " 'p $\ ,' 2ED ao COVERED 6•dia.roof leader , s I TPZWH DRAIN To _�'� �� / rd a i / vol OUTDOOR 227 SF 227 SF connection I ::i.a rI X-O'min.Collar PIPED To CRrrmt + ,,,� •amE„ / ,{ KITCHEN Backfill col Clean°1 Iia GARAGE 676 SF 676 SF Wrap d ell Wl[h I w.a 3 1 k•R 1 `=� $ „ ��'�-,% PROPOSED SFT to 10FT At P ryw Sand 8 Grovel € O $ m�. '°n.�et '0\ 4i T+c landscape fabnC I I ®�. i ,� its,�'q�' •'r "''rq« -4 'Y ^` °•�& NON-TURF BUFFER FRONT If unsuitable/Gayey soil is x'24°min. �\ _ \ a °Na \'"? - �L`/10 13 U Dates: � " a � a COVERED 13 SF MINUS D SF uncovered at base at drywall L-------------- - 2�4w e' '_ „ _ a� ��-_� / Pmol of Dstulrbancece S°1 ,'�, 1 9 STOOP sr1rz2 site Plan Issued ro Tmstees Add a wick down to sand Ground Water �Y� ra 10120m Rensmns as Tmstties ° 14 19,190 s SIDE Per •nom r a"e - t6 ROOFED 45 SF MINUS 0 SF Hearing(10/19 2) Drywall Detail d? E' ^ems .^°'awe/ / 6�a �t % &4qq PORCH 45 SF k.not to scala / / /: Ao'>o.R nR PRD �ap� HlaFis�E,�' - %/� q qqo EXISTING ' ff UNCOVERED 583 SF 583 SF a a p r' a,., •D; o�E�Po�Eo))t' 'D11V`f i l/ 2� �gY DECK TO REMAIN aw 01Ei+.reyp -' AOstD ON WOOD PE'R E.STORy-m� ��i11'y� / �4qo a' Tp, ov f DF f XisTiN ,mrjt IDp 4 ig a�2 WOOD DECK 518 SF MINUS 0 SF rOqA' 518 SF 'aa / m°gT•o ;';^: , ZLp pED�A'C 3•- l E X WOOD DECK MINUS // ` ==— _. "dmn • °_ _ ° B' 128 SF 128 SF 0 S '4mr TEST HOLE =vr / /G ,.Y wee. WOOD DECK MINUS Na. Date Descd don �'ys / «=s'_� �+ � �m'7�k / ,C, 291 SF 291 SF O SF P Tri e'ma.x12'mu ,. Ewa, EXISTING Project: DRYpI_° �P°T�TAI�n it t �; D t WOOD DECK/ 78 SF 78 SF Proposed k FOR PAT 65 Fad a % fTT"LL STAIRWAY 2 dF g.'e a oov0 p 'ktct /, a SE�,RgoENc j ' ENTRY LANDING Residence q,q Av h� n OR '4Y TO q0 FC NO \!� IDK R*c"+•o ° mtrt,,/ n C / e':E4ala°R xO ENT+AEpRgN MINUS •Cot d r e° .ry,� �ti +r_+a TOTALS 4,200 SF 58 SF 4,142 SF . ," ° i,' PROPOSED 8411 CEN 17.6% -02 17.4 I/A sLPIIC SYSIEN SEE EHGRIEERING PLN' / For 3 BYaIHERS SITE PLAN LEGE x' ✓l n,. .. Y Com_ ` �_l a7 Phi' \� :�,) O Indicates Property Lina ---------- Ken HOUSE / •^7N Indicates Setback Line --------- '• ��r n - Q7 Ind—I.s To Be R.—on! ________________----____-- NT � eeDa & Liz O •4!i �x`\x�et vJ Indicates Fence wDwN WRE RN� W M"RNCE POET McCulloch (-/t w EN.M.x E Mow s—C) >°2 ;' na,mles Pmposea swwre or coterie aoiH owl \ ��� �•,. r.�'. NT1• ..` w "ISS Q0, . '\ar°po z4so•w Proposed drywall /DW) 1605 North Parish Drive HAY 9AI£ ''+En w 1 S�' •e 18 ` (sabd mverbelowgrade) Southold,NY SEE tureuE DETAIL pr.,� '�2Er •;'' --' 20•Mw. 'ggIIk-`wt D -:.• .. .\ ,n Proposed dMvoll ROW u�slsm"�° TEMPORARY EROSION CONTROL MEASURES karOq RIVE :•;: °� (open 9ralem gads) i0� Jurisdiction: .' .4 - APPROVED B THE ser sasal AND colsmucnw RN¢Is PRaosen m ACT AS A ` x pool rywell_/poq. TO n of Southold a&var vtsmle a--a11mc Fxcty_AND CGHa1RIN,OF, (� Proposed backwash d l�ml"m IaTEA¢OM n11S FENCE ANO 112 8T SCIffi1—eE FEMORO .e•wTo awrm Au ETruvATlw w COIIPI£IFD a THE W� (mld cover belw grade) ;ow� BOARD OF'I I;USTE 5 Su ffolk County yLT oErA1LAL. / °$WQtytc [i(� Project limiting Fence 8 Slit Fence OF SOUTH LD v wrEa FQ T.G Top of Grate DATE �UTfe22,f1� By: l SECTION mow„ME�� Row i 1, fL �i�+ TW Top or Wall I�Axsl� ��Na, .szt Proposed Site Plan z BW BaRDmo WeH - t� tD'aC uvL TgyINp•1aM1w1•L a•NTD acuio 1 `E nCA.FACE ,••_20' _ e Y EMBEDDING DETAIL IE Ioven Elevaapl R4, I�1x, L.D. Leader Drop AN PRST STwTORD i THIS IS AN ARCHITECTURAL SITE PLAN R WA )• - '-.:it,' PRENW9lY tAm BAIE / �� orywall JaD No. T.D. Top r D BASED ON INFORMATION FROM A 2129 FOF NEy' j SURVEY PREPARED BY: TREE NOTE: Indicates Electric Samoa north ditWater ServesSheet Indicates ae •---• • - •— Title: .. FOR EACH MATURE HARDWOOD TREE j Metes 8 Bounds Surveying REMOVED FROM THE SITE DURING Indicates Direction of Grading Pitch •�IVA•. EffOR&LV E lag 011 Nw.M AMID,HAT BADS 53 Probst Drive,Shirley,NY PERSPECTIVE VIEW ///// �� last dated:Sept.30,2021 CONSTRUCTION,ONE(1)HARDWOOD Indwas Existing Spot Elevation .el 39.0 wwE cora To eE rASTEHm seer— runs:sT¢L mr�ra T a+u 10IDI uH m 2 pc-oAR sTLa naaTs,aR r.r sTAxEs TREE WILL BE PLANTED ON THE q '.Te rut¢Pesn wTN"Is ris se srwlEs. TYPE w r wumwom Rva"r WTO k M. Indicates Proposed SP I Elevation eL 67 OCT 2 1 2 x ,noraomm To CE I'AsTENEn saamlLY TO Elevations in NAVD 1988 Datum PROPERTY _CE•m TIES aAan—1 FENCE:wow+wa.I♦I s�cA. Enswc GRACE _ _ 2e Ar TlP Aral coo ffeTlaa a•YAK MEs1 a c _' = _ _- Indicates Stacked Stone Retaining Wall o J.WEEN Tie SFcTo, 6 .E.QOM ACA." E/.al O11EA 1![Y WALL eE OVEItl..PMD BY FiLmi¢0TH:RAIN K u,RAn 1mK L s r 1Im�i0dTnLbt n¢5,coo EDtaFD SIAmf"A owl w 4'-6• I I MNmlArl¢s1Au a'Er—cos N®m APPNO4ID EouAE Indicates Coastal Gamer Identified 11-1690 wTonAL raTrawn w1m•a1a4Es•oEx2ar FRONT VIEW w ra ar FTN¢ —TEDuNr:oarAa ENTmarnl2 a+Armawa Indicates Catch Basin L t Sheat Number: Silt Fence Detail `a" Hay Bale Detail not to scala Indicates Test Hole/Boring &TM .,Cot m..colo o Prosect Limiting Fence Details DmOsf Cleadlg/Grading SP-1 Norttudbuffers .-, y TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Kenneth McCulloch (Name of Applicant/Owner) 1605 North Parish -Drive, Southold SCTM No. 1000-71_1_T 5 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, (X ) Agent Robert E. Herrmann res Rg x DBA En-Consultants, 1319,:North Sea,Rd-::;iSouthamptpn.-New York, being duly sworn, deposes and says that: On the 9th day of June , 20 23, I personally mailed at the United States Post Office in Southampton , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (X) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applic 's property. (Signature) Sworn to before me this 12th day of ,J,,np , 20 23 KIM H . SPUBLICS NOTARY PUBLC STATE OF NEW YORK COMMISSION NO . 5015931 our Public) OUALIFIEO IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20-0-�( PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. i /�vl �' v - - U.S. Postal A,Ile 6V 019 d 3 MAILo . ■ CERTIPIED' MAILP RECEIPT r0 Domestic Mail Ofily. rq ..mestic Mail Only a for delivery inforinnatiori,Visit our website at wwvVwsps.corn@. IT- l �T ( Ll" Certified Mail Fee t�l�' `•, Certified Mail Fee W.Y ru $ L, �y"�'1 1171 Extra Services&Fees(check box,add fee as appropriate) C{��� rn Extra Services&Fees(check box,add fee as appropriate), A fl ❑Return Receipt(hardcopy) $ j l ! El Return Receipt(hardcopy) $ (.�+�J r9 Return Receipt electronic $ qI q ❑ P(electronic) Postmark ra ❑Return Receipt(electronic) $ ````{{�kostRlark (� 0 � JUt` � ❑Certified Mall Restricted Delivery $�Jl�\�\v Here ❑Certified Mail Restricted Delivery $ Here fi •p J ) 't ,t L]Adult Signature Required $ � . ❑Adult Signature Required $ �+,, // �'' O ❑Adult Signature Restricted Delivery$ r, Adult Signature Restricted Delivery$ C r J 9h� -sO Postage - ]'1 9b ,� Postage _ y M $ 171 Total Poi l M Total Pos M $ R. Romano 2015 Family Trust - m $ Gregory M. Power Trust 1 ru Sent To JP Romano 2015 Family Trust ru Sent To Carole S. Power Trust fU Street ar, -------- O Stree[and 9550 S Ocean Drive#603 --------• 175 Walnut Street 4 i________ r` ------ Jensen Beach FL 34957 j cty,stal Lynbrook,NY 11563 cfry,sraa r ,rr•r. - NMI* U.S. Postal Service" ' A'e (r U.S. Postal Service- Ne A CE ■ , MAIL RECEIPT ■ , O ■ ■ ru I Domestic Mail Only' Ln Dotnestic maff,Only, M Ill ar:l • • -.\ ' it Lt � `,, fs"sS • , €4s ;;=z j-=' (` (.sl LZ.A `�•�.✓ i�'.'»'t.�..s.......,� 4 Lt IF Certified Mail Fee _ ° Cr Certified Mai(Fee ' l UN Er Er ru _ M Extra Services&Fees(check box,add fee es appropriate) .✓'�^ p� •q i 171 Extra Services&Fees(check box,add fee as appropriate) '1•/� e� ❑Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ Pos� rReturn Receipt(electronic) $ 5g Post?r� ❑Return Receipt(electronic) k L - M E]Certified Mail Restricted Delivery $ 9 %ere �E3 [ICerti Certified Mail Restricted Delivery $ 0 \`` ere O [:]Adult j Adult Signature Required $ i y, `�� vy C3 E]Adult Signature Required $ JV �"l,r^ O []Adult Signature Restricted Delivery$ �, J iiiQ C3 ❑Adult Signature Restricted Delivery$ , �r�-7 Postage +� Postage M Total Poste '" ^r 1 M Total Postal, - 17j $ Evelyn H. Lucas j M $ Bridgen Family ru Sent To 1600 North Parish Drive ru Sent To ru _------ ru 2017 Irrevocable Trust ------ C3 Sireeianil• PO Box 1735 o S(ieetandA 1700 North Parish Drive crysra"r Southold,NY 11971 crit'stale; Southold,NY 11971 I I 4�71t5Kf TOWN OF SOUTHOLD ZONING BOARD OF APPEALSC �, SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Kenneth McCulloch (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, Robert E. Herrmann WAM4 DBA En-Consultants 1319 North Sea Road Southampton , New York, being duly sworn, depose and say that: I am the ( ) Owner or( Agent for owner of the subject property On the 28th day of June , 20 23, I personally placed the Town's Official Poster on subject property located at: 1605 North Parish Dd've, Southold; SCTM #1000-71-1-15 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be setback not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of July 6, 2023 (Owner Age Signature) Sworn to before me this 28th Day of June , 20 23 TEPHENS Ado-ublic) KN 0 T A R YS P U B L I C STATE OF NEW YORK COMMISSION N0 , 5015931 QUALIFIED IN SUFFOLK COU TY EXPIRES AUGUST 2 , 20 •MPLETE THIS Sell '?N CbMPLETE THIS SECTION , , l n t ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse _ agent X JI so that we can return the card to you. ' ` ' C 11 Addressee ■ Attach this card to the back of the mailpiece, B• Received by Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Bridgen Family 2017 Irrevocable Trust 1700 North Parish Drive t3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailTM Southold,NY 11971 ❑A ult Signature Restricted Delivery ❑-Re istered Mail Restricted' ertified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation- 0 Collect on Delivery ❑Signature Confirmation ' m Delivery Restricted Delivery Restricted Delivery 7322E 3330 13001 3299 3125 Wall _ (AaiI Restricted Delivery �—(over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I , I I I i I i 7/7/23, 10:22 AM USPS.com®-USPS Tracking®Results USPS Tracking' FAQs > Tracking Number: IQ Remove X 702233300001329961 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 10:46 am on June 12, 2023 in LYNBROOK, NY 11563. m Get More Out of USPS Tracking: m CL USPS Tracking Plus® v Delivered Delivered, Left with Individual LYNBROOK, NY 11563 June 12, 2023, 10:46 am See All Tracking History Text & Email Updates u USPS Tracking Plus® u Product Information u See Less n Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?gtc_tLabeisl=70223330000132990101 1/2 7/7/23, 10:22 AM USPS.com®-USPS Tracking®Results - USPS ,Tracking° FAQs > Tracking Number: � Remove X 70223330000132990118 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 12:15 pm on June 29, 2023 in SOUTHOLD, NY 11971. Get More Out of USPS Tracking: m CD USPS Tracking Plus® v v 0 Delivered Delivered, Individual Picked Up at Post Office SOUTHOLD, NY 11971 June 29, 2023, 12:15 pm See All Tracking History Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers https:Htools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70223330000132990118%2C 1/2 7/7/23, 10:23 AM USPS.comO-USPS Tracking®Results, USPS Tracking® FAQs > Tracking Number: J Remove X 70223330000132990132 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 11:50 am on June 16, 2023 in SOUTHOLD, NY 11971. Get More Out of USPS Tracking: m CD USPS Tracking Plus® v W n Delivered Delivered, Individual Picked Up at Post Office SOUTHOLD, NY 11971 June 16, 2023, 11:50 am See All Tracking History Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70223330000132990132%2C 1/2 • • 111 /`� \ S+f i,�l't��•"rC '�J.Kr T r tr.. �' >�; {f'. � � ��r,� � � i;`� � a� ` ' � �``��11 +6` �`�y•.t� �+: d�`'�t °�-�, ��� ;a��� "� �A�'y � y�-'• t •*� ;.�-! I � r' �'J `, + #r .� irk,y:fd 'ftp_ „. • moi'� �� �` }r � •� �i'k � � � '- ♦ � - � � •;�,�� 1 � `�, � _ �`i�lYi.:• e. `ice��`*41 .+,� PEI c. `�� �_Z' /i '� .tf �� 11• e �Sitp� r. 1 �L ^ kt.�a r�eTr� r �'� r I - '�+V ' * ,♦t — , v � •.`r. _ c f.r. i :� � o �/71���r_. 1l- � �, .+ t ``\:: ✓'3r'•� v�.� - ails t - ,� ,� ' . - F 'oi � [ •� tis a� }m l t• J Irl y.� af `. •`- �W s`'•,y_. nf.' - +..," `S't �. NotA ` ;t>d• •)r r''� r - -� +N 1• .!.yam, ,:E n'- !� ate' r k �x.- '� ,` `�J; "Xil._ •t qV, '- f fin•` r� 'r At - .,..: , � cY I 36b59531-5a23-4c58-8972-da30b04c82c5 Icimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County,New York. I certify that the public notice, a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates; June 29, 2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county,and as such, is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 29 day of June 2023 ota Signat e x �P►ki��, OF NEW PORK '. IMARY PUBLIC : N ' ALDAMY nom, 0IRE6394-W �O Notary Public Stamp o2r, i '�o�R,w�� SOUTHOLD TOWN BD OF APPLS 1 36b59531-5a23-4c58-8972-da30b04c82c5 Icimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JULY 6,2023 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold,the following"IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959,on THURSDAY, JULY 6,2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. See link on our website: http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-VERONICA GONZALEZ#7767—(Adjourned from April 6, 2023) Request for a Variance from Article III,Section 280-15; and the Building Inspector's January 20,2023 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool; at 1) located in other than the code permitted rear yard; located at: 285 Oyster Ponds Lane,Orient, NY. SCTM No. 1000-25-1-7. 10:10 A.M.-NANCY BURKE#7792SE-Applicant requests a Special Exception under Article III,Section 280- 13B(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure; located at: 625 Woods Lane,Peconic, NY.SCTM#1000-86- 6- 7. 10:20 A.M.- KENNETH AND ELIZABETH MCCULLOCH#7799-Request for Variances from Article III, Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's February 17,2023, Notice of Disapproval based on an application fora permit to demolish (as per Town Code Definition) an existing dwelling and reconstruct a single family dwelling,and construct an accessory in-ground swimming pool, at; 1) pool located in other than the code required rear yard;2)construction located less than the code required minimum front yard setback of 40 feet; located at 1605 Parish Drive (Adj.to Southold Bay), Southold, NY.SCTM No. 1000-71-1-15. 10:30 A.M.-PATRICK CAREY#7794-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's January 20, 2023,Amended March 16,2023 Notice of Disapproval based on an application for a permit to demolish an existing garage, construct a porch addition, and build a new garage at; 1) more than the code permitted maximum lot coverage of 20%; located at 1930 Sigsbee Road, Mattituck, NY.SCTM No. 1000-144-1-14. 10:40 A.M.-220 NAVY ST.TRUST,COLIN COWLEY#7796-Request for a Variance from Article XXIII, . i SOUTHOLD TOWN BD OF APPLS 2 i I 36b59531-5a23-4c58-8972-da30b04c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times Section 280-124; and the Building Inspector's March 10, 2023, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling, 1) located less than the code required minimum front yard setback of 35 feet; located at 220 Navy Street, Orient, NY.SCTM No. 1000-26-1-25. 10:50 A.M.-MATTHEW AND JILL PERRY#7798-Request for Variances from Article III,Section 280-15; Article XXIII,Section 280-124; and the Building Inspector's January 18,2023, Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool,at; 1) located in other than the code required rear yard; 2) more than the code permitted maximum lot coverage of 20%; located at 3200 Camp Mineola Road, Mattituck, NY.SCTM No. 1000-123-5-36.2. 11:00 A.M.-KATIE AND JONATHAN VIGDORCHIK#7802-Request for Variances from Article III,Section 280-15;Article XXII,Section 280-116A(1);and the Building Inspector's February 23, 2023,Amended March 27,223 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool; 1) located in other than the code permitted rear yard;2)located less than the code required 100 feet from the top of the bluff; located at: 17975 Soundview Avenue,Southold, NY.SCTM No. 1000-51-1-7. 11:10 A.M.-1280 COREY CREEK, LLC#7774- (Adjourned from May 4, 2023) Request for a Variance from Article XXIII,Section 280-124; and the Building Inspector's-November 18, 2022,Amended January 23, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two story single family dwelling at; 1) located less than the code required minimum front yard setback of 40 feet; located at: 1280 Corey Creek Lane, (adj.to Corey Creek)Southold, NY. SCTM No. 1000-78-4-17. 1:00 P.M.-RQA PROPERTIES, LLC#7800- Request for Variances from Article XXIII, Section 280-123A and the Building Inspector's March 15, 2023 Notice of Disapproval based on an application.for a permit to legalize several "as built" additions and accessory structures at an existing auto body repair business 1) A nonconforming building containing a nonconforming use shall not be enlarged,or structurally altered or moved, unless the use of such building is changed to a conforming use;2) "as built"improvements results in increase in floor area greater than prior alternative relief that was previously granted in ZBA File No. 5759 dated December 27,2005; located at: 29950 Main Road,Cutchogue, NY.SCTM No. 1000-102-3-1. 1:10 P.M.-CONSTANCE LEVY#7801- Request for Variances from Article III,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling;at 1) addition located less than the code required 100 feet from the top of the bluff;2)swimming pool located in other than the code permitted rear yard; located at:405 Soundview Avenue, Mattituck, NY.SCTM No. 1000- 94-1-2. 1:20 P.M.-JAMES BURLEIGH MORTON AND CAROL DEGRAFF MORTON (MORTON JB LIVING TRUST i SOUTHOLD TOWN BD OF APPLS 3 I I I 36b59531-5a23-4c58-8972-da30b04c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times #7803-Request for a Variance from Article XXIII,Section 280-124; and the Building Inspector's March 27, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 40 feet; located at:495 North Sea Drive,Orient, NY.SCTM No. 1000-15-6-3. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: June 15,2023 ZONING BOARD OF APPEALS-LESLIE KANES WEISMAN,CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office) 53095 Main Road (Mailing/USPS) P.O. Box 1179,Southold, NY 11971-0959 i t SOUTHOLD TOWN BD OF APPLS 4 l i BOARD MEMBERS -'Southold Town Hall Leslie Kanes Weisman, Chairperson SOF $U(/j�, 53095 Main Road-P.O. Box 1179 Patricia Acampora ��� alp Southold,NY 11971-0959 Eric Dantestc Office Location: Robert Lehnert,Jr. G 1 Town Annex/First Floor 54375 Nicholas Planamento '�r �O Main Road(at Youngs Avenue) ��,j%u► ,\, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JULY 6, 2022 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following `.`IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. JULY 6, 2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownnv.govlagendacenter. Additionally, there will be a link to the Zoom Webinar meeting at http://southoldtownnv.qov/calendar.aspx. 10:20 A.M.-KENNETH AND ELIZABETH MCCULLOCH#7799-Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's February 17, 2023, Notice of Disapproval based on an application for a permit to demolish (as per Town Code Definition) an existing dwelling and reconstruct a single family dwelling, and construct an accessory in-ground-swimming pool, at; 1) pool located in other than the code required rear yard; 2) construction located less than the code required minimum front yard setback of 40 feet; located at 1605 N. Parish Drive (Adj. to Southold Bay), Southold, NY. SCTM No. 1000-71-1- 15. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/webli nk/Browse.aspx?d bid=0. If you have questions, please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: June 15, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 D P.O.Box 1179 p � C4 x Southold, New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: June 5, 2022 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the July 6, 2023 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below; please-see instructions required to"prepare.for the ZBA_.public hearing which includes: PLEASE.READ;CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than June 28,2023.To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide-you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of-your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by June 28, 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by i SPS Certified Mail, Return Receivi the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece,is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by June 19,2023. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed). A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtommu.gov or elizabeth.sakarellos gtown.Southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: x://24.38.28.228:2040/weblinkBrowse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls>2010-2021 >2021 http://southoldtownU.gov/DocumentCenter/View/8779/FinalRoII2021-Amended IMPORTANT INSTRUCTIONS: Scan:and email the USPS mailing.receipts, green signature cards"and affidavits to kimf(a,southoldtownny gov, and **PROMPTLY USPS MAIL**,the ORIGINALS to the Town of Southold,tZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your,mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant laserfiche Instructions for Zoning Board of Appeals Records —f% . 1 1 LD .,� Srartn 4 SWAL Gtnernsnem etvices i5itin Finw Do 1... t W. sit f�. ♦S" •} I}.'QLLiT 11ho�ffyMem� �14ia adticti;. :.TowiGoae. Ord in Cf 3{n n tm Record �V' yiit�2A i ^Foil civ trills:.' .e6kiiil�I.aseJ4c7u.,:'.-;'fo PPtWiIS UP ' u Y PaYTo. U P. G.S....-.�v.�..a......_ :Mfi�ffatinna,.v.,.-.,-+'iw+.:+%' -..��.c",n�:L':.{i......i+.....:.�..:.''Y•-�f-....�.:.tJ' �antitVi - �.L...�'...o::.:�.•.'+�'✓' . Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche SJebLink My weourx -Np s,00ut e sgnoot Home Browse Search TownO€Southold TownOfSouthold Name Page count .Tnn-p4n?nui:a G7 Town Clerk Erdry Properties ..... .._.. WTown iistorian Path Trustees Towr,OfSouttcld zc,ring Board of appeals tZBA) Creation date A\1 Page 2 of 2 Fint 1 2 i 29 Entries Last modified -J if 12120" SV2%At.? Metadata ... Nam wata asag l w,.-.� -u.-.-.a^�ro-�<, Tom,.-u,. ..+,..c..;,.-.,_.....�•.,,..,.... Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)"in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche We6Link o try;xoi,'nk:He!p!ACGVt 1 519n Out Home Browse Search rown0fSoVtCLF.1>Zoning Board of Appeals(ZBA) Zoning Board ofAppeats Name Page count (ZBA) ` :'.0 AlphaW_t¢al Index 2 EntryProperties _.,Board actlonz a.s Lased'u'w Search Guides Path Meeting Schedules ':0romr,,npi71a1S.�'o:li:b Boar of Acc eals(ZBA) Minureaftendas!Legal NoticeStHeanngs Creation date sal Pending ']i 1•^..ZC0'12:5 :6 PSS - L1 Reparrs Last modified 5/23,12017;5:07:1,:A.9 In Special Event Permits Training Requirements ZBA OBiclaiz A Metadata ZBA Policies - ):u ::"l0:rieG'Sd.,Y'.KGzyle;t �,Exceptions List Code 280-1 OC(3) . jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 584 acedurc&--8esu sCM,<eahlpap rmesisVsJ Q Bulk Schedules 5 Agreements,Contracts&Leases page I of 1 14 Entries Above: listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche Wettlink m MyweoLnk:rep ACu+_t:Sign Om Home Browse Search Tv:mOf.;ou(ha0 Zo—i 503rd of Appeats(::BA{>Board AC0on5 Board Actions came page count 'Template name 2 Entry Properties Path „-a^.0co T0R0�'f1wL:0t012CY1%"" BCard "Aj;p,v,!I(Za"'Lvit:A;.tins.; r._12001 Creation date 2002 '7 ICWH#)1 52:2'.:5;P`h •'.�2003 Last modified '„'.}z00a 32&245711;36:07 AA9 - in 2005 2 Metadata ;_`;2006 Signzy 2007 ivO nlet:idat0 a) � 2008 2009 rtthipap sin sel!sc2 i `j 2011 2012 :013 014 2015 2016 z 2017 Pending r.r.healx.Wmc liettmlPaP'tmeaaUtes2, D�^..�..f t �.�_.___ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 V,ones 3d7 ,Pard wrnan; Envy Properties u at" —d— Re —'a —an, creation date ..'a amonz ou mm red W 7014 9e.1d—.11 q-1 Tr 7017 7a .,a 16 'e" sa s..'a xLcns 4:Tp29 50 Board A.— V-1 59 9oara 1- 7luzz 71 eeied A.— Jos ..a —al 7s Board xNon-. all 11—d ANms 70.18 as a—d-11 Ga- Above: See listed File Numbers. Click on file you are searching. �--ca.sh-el- Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink M Home Browse search Customize Search Sol t results by- Relevance Records Management Search 7016 Field nameBoard Actions 83 page(S) Ch—.field Ej Page count:83 Template name:Board Actions ReSBt Page 3...:Call,and Kristen Cashel PROPERTY LOCATION:152 Lower Shingle Hill.Fisher Page 1...19,2017 47016.Cashel SCTril No.1000-9.1-26 minimus approval to remo Page 5—y 19,2017 47016.Cashal SCTM No.I000.9-1-26 GRANT.the Variances as Search terms Page 9 COON&KRISTEN CASHEL SEC ON 009 BLOC... Da;e 20—Thomas AhlEren(Cashel).PO Box 342 Fishers sand.NY Show more information 7018 Board ACUons-56 p.ge(,] Page count:56 Template name:Board Actions Page 48 9:30 AM:COLIN CASHEL AND Variances under Amcle ld.Secuon ANN Dage 48—ame(s)KRISTEN CASHEL07016 Request proposed trellis located in other tha z Show more information Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink �'y•r"bt'"r i 4ely -b-1's'" Home Browse search TavnOtScuthold>Zoning Daard of Appeals(ZDA)>Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Mine Page count .Tesnptas rima Notices/Hearings r-2 11)57-1979 2 Entry Properties ' - 1920-1999 .-_..._'--.___._ ._ _. -• �-120002009 Path TaunOY�u:hdd'¢onitt¢Board ZO10 ct App:tilis C 2011 (ZDA):Mlriute✓Agendav`egal Noncel':r1e�;nny; is"'2012 Creation date 02013 7/10)1001 7_'57,40 P%4 :"7 2014 Last modified ;7 2015 1''J762L'16 7:15:14:>M l_J 2016 2 Metadata ^2017 No metadata assigned Page 1 of 1 11 Ent, .eo...M - .(r...,.x.«wen w�r..a.m-sl o•aur�str=.,:�..t•;:,,...,.e Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink Gly webl,nk, Help Aoout Home Browse Search TownCfSouthold>Zoning Board of Appeals(ZBA) Minutes/Agendas/Legal Notices/Heanngs>2017 201 Name Page tour[ Template name ZBA-01105/2017 2 Entry Properties MA-0110512017 agenda 4 Path ZBA-01/05/2017 Hearing 40 Town0fSowhola\Zonmg Board of Appeals ZBA-01/0512017 LN 3 IZBA)WJnUteS/A�endas,Legal J ZBA-01/192017 2 Nonce5dHeanrgs12017 ZBA-01/1912017 Agenda - Creation date 72/1612016 2:15:1 a PM ZBA-02102/2017 ] Last modified j ZBA-02/0212017 Agenda 4 6/19/7017 4:53:59 PM d ZBA-02/0212017 Hearing 45 2 Me[adatd j ZBA-021022017 LN 3 7BA-0217612017 Agenda 3 No nletadata assigned ZBA-02/16/207]Special 3 _edure&Results -) ,�ZBA-0310212017 7 rm/healtlJpap-smsaFUses2 i ZBA-03/022017 Agenda 4 ZBA-03/0212017 Heanng 65 ZBA-03102/2017 LN 3 ZBA 03/16/2017 Agenda 3 ZBA-03116/2017 Special 3 ZBA-04/062017 5 _)ZBA-0410612017 Agenda 4 MA-041062017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. i+I �TI � E OF HEARIi+IG Che following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold: The application will also be available VIA ZOOM WEBINAR-Follow link-http:Usoutholdtownny.gov/calendar NAME : MC CULLOCH , KENNETH #7799 SCTM #: 1000-71 - 1 - 15 VARIANCE : YARD SETBACK & POOL LOCATION VEQUESTm DEMOLISH (AS PER TOWN CODE DEFINITION) AN EXISTING DWELLING & RECONSTRUCT A SINGLE FAMILY DWELLING & CONSTRUCT ACCESSORY INGROUND SWIMMING POOL EATEE THURS. JULY 612023 10:20 AM 'ou may review the files) on the town's website under Town Records/Weblink: ZBA/Board Actions/Pending. ZBA Office Telephone (631 ) 765-1809 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �.®F SO 53095 53095 Main Road•P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® �@ 54375 Main Road(at Youngs Avenue) ��C®UNTI Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD R C E J V E D Tel. (631) 765-1809 MAR 31 2023 March 31, 2023 --- - - out old (own Planning Board Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. #7799—McCulloch, Kenneth & Elizabeth Dear Mark: We have received an application demolish (as per Town Code definition) an existing dwelling and reconstruct a new single family dwelling and construct accessory inground - swimming pool. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the-- Code he.Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this - letter. Thank you. Very truly yours, Leslie K. Weisman Chairp so Encl. Site Plan/Survey: Michael Macrina Architect, dated March 27, 2023 BOARD MEMBERS ` Southold Town Hall Leslie Kanes Weisman, Chairperson ��OF $�U�yO 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) �yCou Ti, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS March 31, 2023 TOWN OF SOUTHOLD Ms. Sarah Lansdale, Director Tel. (631) 765-1809 Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-00991`�✓ Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7799 Owner/Applicant: McCulloch, Kenneth & Elizabeth Action Requested: demolish (as per Town Code definition) an existing dwelling and reconstruct a single family dwelling and construct accessory inground swimming pool Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chai er on By: Encls. Site Plan/Survey: Michael Macrina Architect, dated March 27, 2023 EN-CONSULTANTS March 28,2023 Southold Town Zoning Board of Appeals Town Hall 53095 Main Road P.O.Box 1179 Southold,NY 11971 Attn.: Kim Fuentes Re: Kenneth&Elizabeth McCulloch 1605 North Parish Drive, Southold Ei SCTM#1000-71-1-15 Dear Ms.Fuentes: Appeals Enclosed for review are ten(10)separate sets of the following for your r 1. Notice of Disapproval,dated February 17, 2023 . 2. Office Check List. 3. Zoning Board of Appeals application including; a. Reasons for Appeal(4 page addendum), b. Applicant's Project Description, c. Questionnaire(copies of CO#'s Z2408,Z-17387. &Z25092). d. Short Environmental Assessment Form, e. Owner's Consent, f. Applicant&Agent Transactional Disclosure Forms. 4. LAW Consistency Assessment Form. 5. Site Photographs. 6. Site plan prepared by Michael Macrina Architect, last dated March 27, 2023. 7. Survey prepared by Metes and Bounds Surveying, last dated April 1,2022. 8. Floor Plans and Elevations prepared by Michael Macrina Architect, last dated March 27, 2023 (two full size sets and eight reduced sets). 9. Town property card. 10. Application fee of$1,250. I hope this information shall allow you to process our request. Should any additional information be required, please Q not hesitate to contact our office. Since ely,` Robert E. rrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Revisions 08-13-01 12-2904 08-17-06 01-2510 03-0&13 N=9.482 m 07-12-18 Mc Cud , �enryc*r C �1- I � i �az 7-o -11- 1- 2- 6 SOUTHOLD BAY TOWN OFSWTMHOID 10 .fO$ -1- �- ao 43 m / � fad `fm 2$ `.�• arf.� N. 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O F.a uwn u� ——r—— —Dw L.e ——HsEwEN— G SaGd vlon lal L'.o ------_ Goad DSmnalm u Nbbr DeaW Lhm --W-- HNorvl Dm°N Lm --HST-- 11 21NYDNANi— Ee�.--AvnEH— N s xN a lEF16E_ D p•2d xo. 23 oeaaays 12.,A(d)ar121A F-- Wmeremromrrtum--WN-- &nMr+r£ M 5*EwafE aad°maA+aa 121 A(°) wry.Lha ----- SwvDWMLIm —5-- ABBREVIATIONS SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, , ACQ ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET Sheet No. p • 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET C-1 Code Data Building Data CONSTRUCTION IN RESIDENTIAL STRUCTURES ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM SIMILAR v • 2020 RESIDENTIAL CODE OF NYS FOR Floor Level Existing Proposed Total ABOVE FINISHED FLOOR FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER(HEAD) Scope of Work (In accordance with Title 19 NYCRR PART 1265) p AFF FC. p ASF ABOVE SUBFLOOR FD FLOOF DRAIN MTL METAL SQ SQUARE TO:Town of Southold GRAVITY & LATERAL DESIGN A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STAINLESS STEEL Lot Description Cellar Level (finished) OWNER OF PROPERTY: Ken and Liz McCulloch A.P.B. ANTHONY POWER BEAM FLR FLOOF(ING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD Vicinity Map SUBJECT PROPERTY(ADDRESS TAX MAP NUMBER): * TOWN OF SOUTHOLD ZONING CODEh -PR BD BOARD FT FOOT(FEET) NOM NOMINAL STL STEEL 1605 North Parish Drive, Southold, NY c) First Floor Level 1,868 sq.ft. 123 sq.ft. 1,991 sq.ft. i � ' BOT BOTTOM F.J. FLOOF JOIST NR NOT REQUIRED SD SMOKE DETECTOR G-1 Building Code Minimum Standards SCTM#1000-71 -01 -15 USE: Single Family Detached Residential BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB B.W. BOTTOM OF WALL GA GAGE,GAUGE OC ON CENTER(S) TEL TELEPHONE G-2 Insulation Schedule / Details PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): J sq.ft. sq.ft. CBB CEMENT BACKER BOARD GALV GALVANIZED OCC. OCCUPANT(S) THK THICK(NESS) CONSTRUCTION: Wood Frame (un-sprinklered) Second Floor Level 1,736 s 1,085 sq.ft. 2,821 CL CLOSET GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB Energy Conservation Notes ❑ New Residential Structure A rc h i toe Ct CLG CEILING GL GLASS PART. PARTITION TP. TOILET PAPER CLR CLEARANCE) GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH Plumbing Riser Diagram/ Notes ❑ Addition to Existing Residential Structure ENERGY CODE COMPLIANCE METHOD Q Totals 3,604 sq.ft. 1,208 sq.ft. 4,812 sq.ft. COL COLUMN GYP.BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT ❑ Rehabilitation to Existing Residential Structure CONC CONCRETE 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST >` 21 Main Street Stony Brook NY 11790 CONT CONTINUOUS HC HOLLOW CORE PT-EGS PAINT,EGGSHELL SHEEN TXF TOILET EXHAUST FAN G_3 Window/Door Schedule TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT These plans have been prepared as per section o p Garage 676 sq.ft. 676 sq.ft. CMU CONCRETE MASONRY UNIT HDW HARDWARE PT-FL PAINT,FLAT SHEEN TV TELEVISION PROPERTY REFERENCE ABOVE WILL UTILIZE N 1102.1 .5 - Total UA Alternative Path by phone. 631 686-6585 CT CERAMIC TILE HM HOLLOW METAL PT-SG PAINT,SEMI-GLOSS SHEEN TYP TYPICAL Interior Details (check each applicable line): utilizing REScheck-Web Software LL fax. 631 686-6786 CS CORRIDOR SUPPLY HOR HORIZONTAL PKT POCKET TEMP TEMPERED Ex. Uncovered Deck 583 sq.ft. 583 sq.ft. C.J. CEILING JOIST HP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER Exterior Specifications El Truss Type Construction(TT) (see attached REScheck Calculations) email. MMacrina@MMArchitectAIA.com CANT CANTILEVER HR HOUR(S) QT QUARRY TILE T.W. TOP OF WALL Site Plan © Pre-Engineered Wood Construction(PW) Contractor to coordinate and schedule all required Screened Porch 310 sq.ft. 310 sq.ft. web. MMArchitectAIA.com CMD CARBON MONOXIDE DETECTOR HT HEIGHT RAD RADIUS U.O.N. UNLESS OTHERWISE NOTED S P-1 REQ'D REQUIRED VB VINYL BASE V inspections with third a testing agency. These plans are an instrument of service and are DIA DIAMETER HD HEAD ❑ Timber Construction(TC) p party g g y' the exlusive property of the architect. DIM DIMENSION HVAC HEATINGNENTILATING/ REV REVISION(S),REVISED VCJ VERTICAL CONTROL JOINT Zoning Analysis -Air seal inspection (if required) � Covered Porch 277 sq.ft. 277 sq.ft. Infringements of the concepts and design ideas DR DOOR AIR CONDITIONING RM ROOM VCT VINYL COMPOSITION FLOOR TILE IN THE FOLLOWING LOCATION(S) ECK APPLICABLE LINE): o -Insulation inspection W presented on these drawings shall be prosecuted DTL DETAIL IN INCH(ES) R.J. ROUGH JAMB VIF VERIFY IN FIELD Storm water run-off Gales. C to the fullest extent of the law. Copyright 2020: R.C.N.Y.S. RESIDENTIAL CODE OF VWC VINYL WALL COVERING ❑ Floor Framing, Including Gid s nd Beams(F) -HVAC duct leakage inspection (if required) �° Uncovered Patio#1 191 sq.ft. 191 sq.ft. Michael Macrina Architect, pc. All rights reserved, DWG DRAWING INT INTERIOR -Blower Door Test a) no part of the plans may be reproduced without DN. DOWN INV INVERT NEW YORK STATE WC WATER CLOSET A2.1 First Floor Plan ❑ Roof Framing(R) the expressed written consent of the architect. D.F.U. DRAINAGE FIXTURE UNITS JT JOINT R.R. ROOF RAFTER WD WOOD EA EACH KIT KITCHEN R/R REMOVE&REPLACE WR WATER RESISTANT A2.2 Porch/Patio Plan © Floor Framing and Ro/fFram* (FR) ` 2 Uncovered Patio#2 1,163 sq.ft. 1,163 sq.ft. EL ELEVATION LAV LAVATORY ZR ZONING RESOLUTION 1111 1, Climatic & Geographic Design Criteria: Table R301.2(1) SIGNATURE: / DATE:�lLS EQ EQUAL LVL LAMINATED VENEER LUMBER A2 3 Second Floor Plan ; , // -� ( Covered Outdoor Kitchen 277 sq.ft. 277 sq.ft. Drawing Status EX EXISTING L.C. LINEN CLOSET PRINT NAME: Michael acrina A4:t ct,pc Ground Snow Load: 20 psf EXH EXHAUST L.C.C. LEAD COATED COPPER � 14'd A3. 1 Foundation Plan / Details CAPACITY(Check 0 )�'❑ ner ❑ Owner's Representative Speed: 130 mph ultimate wind speed Roof Deck 195 sq.ft. 195 sq.ft. A3.2 First Floor Structural Plan (128 mph actual as per ASCE 7-16) N �6" IAMETER �, Topographic Effects: No Uncovered Deck#2 66 sq.ft. 66 sq.ft. SYMBOLS A3.3 Second Floor Structural Plan ��� � p Wind Exposure Category: p s s U eto AREA DIAGRAM / CLASSIFICATION A3.4 Roof Framing Plan . section number Seismic Design Category:ry g A A3.5 Braced Wall Plans REFLECTIVE RED REFLECTIVE WHITE Special Wind Region Buildiny D WALL A-s SECTION PANTONE#187 NO Proposed sheet number A3.6 Foundation Plan Details Wind Borne Debris Zone Yes Crawl Space _ detail f-^1 NEW PARTITION T �detaB� 2 number A4. 1 Front Elevation E Existing OR DETAIL Existing Crawl Space �!Ti A-4 sheet A4,2 Right Side Elevation __ __d. Weathering: Severe Unfinished Cellar d\= number Proposed DOOR oposed A4.3 Rear Elevation Frost Line Depth: 36 inches Crawl Space REVISION CLOUD - ` 2 Termite: Moderate to Heavy i Crawl Space Proposed Dates WINDOW r44.4CD Left Side Elevation , --- ` 0 Window Well STRUCTURAL BEAM Building Sections A B _ _ Proposed 11/9/22 Issued to Building Dept. T DOOR NUMBER A5. 1 g U Crawl Space 211 WINDOW/ EX 00 A5.2 Building Sections C D Winter Design Temperature 11°F Identification (see schedule) JOISTS / RAFTERS H number Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters Existing floor level A5.3 Building Sections E The construction type 1/2" Unexcavated INTERIOR DOOR NUMBER Q2 REVISION NUMBER Exterior Details designation shall be"I", STROKE Flood Hazards N/A "IP","111","IV-or"V"to Tdoor number (see interior drawings) indicate the construction Air Freezing Index 618 SMOKE DETECTOR /46, 1 Strapping Details classification of the ^ structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1°F < WALL TYPE 12 Eontal Nailing Schedule 602 of the BCNYS COMPONENTS THAT ARE OF Q ROOF PITCH Framing _ TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table 8301.2(2), ,--� ELEVATION MARKER 5F-pert"°' g Details ■ rrFrr FLOOR CONSTRUCTION,INCLUDING N Proposed Existing i s ■� GIRDERS AND BEAMS = ZONE 4 18.2 -19.0 Staircase ABOVE / BELOW/ HIDDEN uncovered Patio#1 Utility Protection Detail "R" ROOF FRAMING (184 sq.ft.) Proposed Additions PLAN KEY ZONE 5 18.2 -24.0 _ First Floor Electrical Plan U I LDI IN r, (123 sq.ft.) (see plan key notes, same sht.) CENTERLINE E-1 FR FLOOR AND ROOF FRAMING N ZONE 1 16.7 -18.0 Proposed Covered Classificaiton: STANDAF:DS AND CODES Existing Additions as per No. Date Description E-2 Second Floor Electrical Plan 64 o Outdoor Kitchen Uncovered Deck 1 p 2 elevation number IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, M ZONE 2 16.7 -21.0 (277 sq.ft.) Sect.AJ801 _ I M (583 sq.ft.) 1 A7 3 INTERIOR ELEVATION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, to ZONE 3 16.7 -21.0 tD TYp•0 Project THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED 4 sheet number N a) Existing TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 Living Space Proposed PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o 0 o p (1,868 Space THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER o �, ZONE 2 10.5 -29.0 _0 Classification: LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. ZONE 3 10.5 -43.0 - Replacement as Residence MATERIALS uU per sect.AJ1101 U) Proposed ZONE 1 10.0 -18.0 � ❑ Q Window CALL BEFORE YOU DIGILH o cC)i ZONE 2 10.0 -30.0 ❑❑ rProposed For BRICK VENEER ROUGH WOOD o ZONE 3 10.0 -46.0 Covered II R Landing Fore Zone Diagrams: f - Existing (14 sq.ft.) CONCRETE MASONRY UNIT CONCRETE Proposed Proposed Garage ��:kn jr /� 2 Screened Porch Covered Porch to remain Electric Power Lincs s 2 (310 sq.ft.) (277 sq.ft.) Ken STEEL PLYWOOD , l J Gas,Oil,or Steam -/ �- 1 2 4' ' s EARTH RIGID INSULATION p Communication Lines,CATV J °c 5 3 5 8( I Z 6� 5 2 5 2 INSULATION THERMAL FINISH WOOD Potable water + 3 + + 3 3 + Proposed (THERMAL) \ , ' Reclaimed Water,Irrigation,Slurry Uncovered Deck#2 McCulloch Gable 5 s terios s (66 sq.ft.) Sewers and Draln lines Wall ® Zone r 'PVC' or COMPOSITE MATERIAL GYPSUM BOARD Know what's below, t_____I 7emporarySurvey Markings Edge Perimeter / 1605 North Parish Drive Call before You dig. Zone Zone 4� rk Proposed Existing Proposed Excavation Roof Deck Living Space > (195 sq. ft.) (1,069 s.f.) Southold, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table 8301.5 a) Classification: Replacement as USE LIVE LOAD DEAD LOAD p per sect.AJ 1101 Jurisdiction VICINITY MAP _o Exterior Balconies and decks 40 psf 10 psf U_ Town of Southold Fire Escapes 40 psf 10 psf o Suffolk County Passenger Vehicle Garages 50 psf as per plan U Proposed Addition Unhabitable ATTICS without Storage 10sf 10 psf N (1,085 sq,ft.) Existing p p (A Classificaiton: Living Space Unhabitable ATTICS with Storage 20 psf 10 psf Additions as per (to remain) Drawn By sect.AJ801 (667 s.f.) M.P.Habitable ATTICS and ATTICS 30 psf 15 psf Typ. i Pti` J ' i served with fixed stairso t'�rsh br . Checked By: N /�. , a ROOMS other than sleeping rooms 40 psf 15 psf P� adi_ C s nro�poor; Sleeping Rooms 30 psf 15 psf M.A.M. 4 LOTDESCRIPTION � �r'�RJ c >v,,,i.t�'"' Stairs 40 psf 10 psf SCOPE O F WORK Job No. \N 9\ X311`286, �p G�n`G y Guards and Handrails 200 psf lateral 2129 LOT#: ""'°rrry r fGuard in-fill components 50 psf Proposed first and second floor additions of living space Sheet Title ,/ SUBDIVISION MAP OF: c ct ROOFS 30 psf 15 psf Proposed uncovered deck, uncovered patio // c4 -1chr,r 01 a WEST END ALLOWABLE DEFLECTION: TableR3o1.7 Coyero heet Proposed screen porch ' Structural Member Allowable Deflection - Scope of Work SECTION / BLOCK/ LOT : 1000 - 71 - 01 - 15 r Rafters having slopes greater than 3/12 with no L/1 80 Proposed covered porch, covered outdoor kitchen finished ceiling attached to rafters. Project Data LOT AREA : 29,232,01 s.f. (0.671 acres) m 4 Proposed roof deck Interior Walls and Partitions H/180 ZONING DISTRICT: R-40 Floors and Plastered ceilings L/360 Proposed I/A OWTS septic system (see approved health department permit) All other Structural Members L/240 Proposed HVAC (see attached manual J, D, S) Sheet Number _ Exterior Walls with plaster or stucco finish H/360 P(JFst `y Exterior Walls - wind loads with brittle finishes H/240 Proposed Plumbing Work ; N Bnyv)mw PO Err ° E: C „H-=., a Exterior Walls - wind loadswith flexible finishes H/120 a,._- ti'n�yw P,V nJ Proposed Electrical Work (to be filed separately) - Lintels Supporting Masonry Veneer Walls L/600 Note : L=Span Length, H=Span Height ibrr � GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations. The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with \, All codes shall su ercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of p g P GENERAL a. Glazing infixed and operable panels of swinging, sliding door tape and three coats of spackle with ACCA Manual S based on building loads calculated in accordance with ACCA �,. the drawings,whether they are indicated on the plans or not. b. Two thicknesses of 1 x nominal lumber with broken lap joints p p Manual J or other approved heating and cooling calculation methodologies.New or `` 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4 or 2x6 wood studs at 16"oc and bifold door. 9 r. replacement heating an i y} 2. Contractor shall check and verify all dimensions,notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32' wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2 cement board P g d cooling equipment shall have an efficiency rating equal to `. . - at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32 wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location `, notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2 2"x4"on the flat and one coat of thinset where the equipment is installed. d. One thickness of 3/4 particleboard with joints backed by 3/4" and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc particleboard. c. Glazing in all unframed swinging doors. - discrepancies after beginning the work shall be the full responsibility 3-1/2" 2x4"stud at 16"oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board Manual J&S is required for any new or replaced heating or cooling equipment of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2' 2'x6"stud at 16'oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and KA i C h a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board ELECTRICALmc,a C r i nza conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS P three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 Atrch � �� ��Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existingunderground utilities 6. Forms shall be made of wood,steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes,etc.shall gypsum wall board membrane,5/8 wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2. The Electrical equipment and wiring shall be installed in accordance prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Ston ace and it meets either of the following conditions: tape and three coats of spackle y Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires, speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4. All electrical outlets in„wet„areas to be ground fault interrupter phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle (G.F.I.)type. fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%its width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. FLASHING g The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. LAS H I N G / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. mese plans are an instrument of service and are the exclusive property of the architect. b. Floor assemblies located directly over a crawl space not intended f• Glazing in an individual fixed or operable ane/that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements occupancy and/or certificate of compliance. g P p p g g g of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. resented on these drawings 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. Locations. P g shall p prosecuted to the fullest extent of the law. Copyright 2020: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil) hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. P rotection. Michael Macrina Architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces. See plan for no part of the plans may be reproduced without 8. An deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. Any 9 a a c.1 The aggregate area of the unprotected portions does not exceed the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60/a dhall be doubled with not more than two 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. 1111111111111111111111111111111111111111 successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I. protection. distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured 9 P d.Wood floor assemblies using dimension lumber or structural composite G.F.C.I. protection. Bearing Walls: horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRU CTU RAL STEEL „ „ lumber equal to or greater than 2-inch by 10-inch nominal dimension, 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2x4 studs spaced at or other approved floor assemblies demonstrating equivalent fire doors. See plans for metal specification. 7.All laundry, utility and bar sink receptacles that are located within Eft. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. g q g. Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi performance. and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub, spa and hot tub Issued to The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than (2)2"x is used,floor joists shall be a walking surface shall be considered to be a hazardous location, roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4 and let-into horizontal masonry joints 4". Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls, enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or b u I c,,,;- recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas steam rooms bathtubs showers and indoor or 6. Flash caulk and seal all 'unctions of new roofs walls n shower stall are to have .F I d I n Dept.- any 11. The Contractor shall have the building department approved plans and P 9 P P J a d G .C.I protection. other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" combustible insulation complyingwith the listing requirements shall be apply to a single glazing and each ane in multiple lazin dee shall be solid) filled with a neoprene rope or backer rod. Locations. 12. All Contractors and Subcontractors shall be licensed and insured. 9 q � PP Y 9 9 9 P P glazing. P Y P P 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof,neatly wiped outlets installed in kitchens,family rooms,dining rooms, living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors, libraries,dens, bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' a combination a arc-fault circuit interrupter installed to provide Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. type P p and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than protection of the branch circuits. 11/9/22 Issued to Building Dept. shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between All smoke alarms shall listed accordance with UL 217 and with Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes, vents, ducts,wires, etc.through ceiling installed in accordance wth the provisions of Section R314 of the the correct installation of a specified product noted on the plans. MASONRYdoors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keepthe job site clean, safe and free of debris. 1. Mason shall be installed in running bond with PCL e M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where J Masonry 9 type Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect, pc 3. All masonry walls shall have'Hohmann &Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified. Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITIONNOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric,water,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturers specifications unless noted Unfinished basements, habitable attics and eve sleeping room Hearth Extension 8"for fireplace opening less than 6 s ft. direct) to the outdoors. Exhaust air from bathrooms,toilet rooms and J No. Date Description P every P 9 P P 9 q• Y installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12' for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story ROUGH CARPENTRY emergency escape and rescue opening. Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods- P ry Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue below the upper level. Hearth Extension 16 for fireplace opening less than 6 sq.ft. 4. Smoke alarms shall be installed not less than 3 feet horizontal/ and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any 3. DOMESTIC COOKING EXHAUST: Y (front of opening) 20"for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors p g s equal to 6 sq.ft. or shower unless this would prevent placement of a smoke alarm Proposed 3. The Contractor shall at all times provide protection against weather minimum Fb= 850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens through a duct.The duct shall have a smooth interior surface, shall be P P (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth airtight, shall be equipped with a backdraft damper and shall be required by Section R314.3. equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic Residence Exception: Thickness of 8 where firebrick lining is used When more than one smoke alarm is required to be installed within an property of the Owner which is to remain in use- Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in Distance from top 8' min. 4. Contractor to provide all necessary temporary supports as may be 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building. not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening Emergency escape and rescue openings shall be operational from Where installed in accordance with the manufacturer's instructions, 9 g doors closed. For the inside of the room without the use of keys,tools or special knowled e. 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, f Y P 9 Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to s Window opening control devices complying with ASTM F 2090 shall be Combination smoke and carbon monoxide alarms shall be permitted a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall P q have minimum dimensions ass specified in this section. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: P Power Source. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Ken 7. Minimum opening area: the building wiring when such wiring is served from a commercial source, 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 120 cfm as per table M1505.4.3(1) 9 9 9 Emergency and escape rescue openings shall have a net clear demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted, shall receive power from ain use. The minimum nail enetration into framin members shall be opening of not less than his square feet.The net clear opening Q_ Liz P g FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch (�( 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: d adjacent to soffit and eave vents. Baffles shall maintain an The net clear height opening shall be not less than 24 inches and the J shall be permitted to be battery operated when installed in buildings SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam) insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall SITE WORK / EXCAVATION to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation.The baffle shall be without commercial power. McCulloch 9 J 9 Y� PP 9 P P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) . prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2 exterior grade(CDX) plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam) insulation shall be separated from the Carbon monoxide alarms shall be installed in the followinglocations: 1605 North Parish Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1 Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2 gypsum board,23/32"wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a . Carbon Monoxide are required on each level on which sleeping Southold, NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 10ft. of the sleeping area. 2. Excavate all areas as indicated in the drawings. All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX) plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. where necessary to assure that no sleeping area on a story soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade,it shall be provided with 6. UNVENTED ATTICS: is more than 1 Oft. away from a carbon monoxide alarm. Jurisdiction soil characteristics. The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panelsSuffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms& Detectors: assumed bearing capacity of 2,000 pounds per sq.ft. and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the clayey gravel(SW, SP,SM,SC, GM and GC unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been Burning appliances shall be provided with combustion air in accordance with the _ Y g g q alarm devices shall be interconnected in such a manner that the actuation Drawn By has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish rade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil fire appliances shall be P P J 9 9 1 g of one alarm will activate all of the alarms in the individual unit. '�� be provided with combustion air in accordance with NFPA 31. unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. P M.P. �5 �. i The alarm shall be clearly audible in all bedrooms ower background noise t 0 / ;, '(.1 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings ,Z6 ;(, �,�` a. operable windows with openings that will not allow a 4"diameter Ducts levels with all intervening doors closed. /cr A 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier sphere to ass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. g Checked By: I i ,,1 � . !2` '` otherwise on plans. between stories and between a top story and the roof space. p p g p g P g Duct Insulation ( -,� , w, y, largest opened position. * > ,,,,. * 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. �. �,_-- i;. ^. 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with \ ,'r /� ; 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. -9, , __8 y0/ walls without floor framingor proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing p - �1 P P g q P P P g c. operable windows that are provided with window opening control g labeled as complying with UL2075 and shall meet the sensitivity testing NE damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2129 J ------ g P s. devices that comply with ASTM F 2090.The window opening P g and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, d/ minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,Basketing control device, after operation to release the;control device detectors and alarm control units shall be installled in accordance responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. Sheet Title : �` :/ allowing the window to fully open, shall not reduce the net clear with the R.C.N.Y.S. and the manufacturers installation instructions. vl 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g Y g P ry' by section R310.2.1. Duct Support Power Source. at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial Notes 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / C RAW L SPACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that the run. Enclosed spaces under stairs shall have walls.under-stair surface Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed CLOTHES D installation instructions. automatically provides power from one or more butteries when primary C O S RYE R EXHAUST ower is interrupted.Wiring shall be permanent and without a of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed P P 9 P Duct Separation The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts,cables and wires at ceilings opening shall not be less than 22"00"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential disconnecting switch other than those required foir over current protection in each direction and double nailed at each end or equivalent pre-fab and floor level with an approved material to resist the free passage or other readily accessible location. Where the access is located in a Code of NYS. Ducts shall be installed with at least u separation from the earth except where Requirements D RYW E L LS / SANITARY SYSTEM metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be they meet the requirements for underground duct systems. Listings 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)wilh concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls rn ceilings gauge the D ells shall be set in clean sand soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet MN Y P P P Y P P P Combination Alarms. ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall metal or other approved material and shall not have opening into garage. Sheet Number : . prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4 nominal in diameter. Combination carbon monoxide/smoke alarms shall be acceptable than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative to carbon monoxide alarms.Combination carbon monoxide/ 2. Drywells are to be connected with a min, of 4"dia. PVC sewer pipe to 1/3 of the span.Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. . each downspout leader unless noted otherwise on plans. 11/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed, the purpose of which 35 ft. from the dryer location to the wall or roof termination. U . 1 than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) R Value Insulation Insulation Moisture Air Barrier House Component ( ) aue Thickness TypDetail Remarks e Barrier Sealing 1. These tans are desi ned to be in accordance with the 2020 Residential Code of 8. Air Leakage: The building thermal envelope shall be constructed to limit air 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope Manual J&S is required for any new or replaced heating or cooling equipment P 9 NYS and the 2020 Energy Conservation Construction Code of NYS for a climate leakage. The sealing methods between dissimilar materials shall allow for shall be sealed to limit air leakage between conditioned and unconditioned Floor system assembly ° over unconditioned fire protection of floor assembly as per 2020 zone of 4A. differential expansion and contraction. Refer to the air barrier and insulation spaces. All recessed luminaires shall be IC-rated and labeled having an air cellars aces upper section R-21 5-1/2" Batts A P Y P installation schedule. leakage rate not more than 2.0 cfm when tested in accordance with ASTM E 283 P M RCNYS sect. R302.13 w 2. The interior design temperatures used for heating and cooling load calculations at a 1.57 psf pressure differential.All recessed luminaires shall be sealed with a Recommended Testing Agency: Integrity Home , of 3-1/2"/2" Roxul comfort-batt shall be a maximum of 72° F for heating and a minimum of 75' F for cooling. 9. Testing: The building or dwelling unit shall be tested and verified as having an air gasket or caulk between the housing and the interior wall or ceiling covering. Energy Assessments: (631)325-4006 lower section R-15 leakage rate of not exceeding three air changes per hour.Testing shall be mineral wool 3. All materials, systems and equipment shall be installed in accordance with the conducted in accordance Res-Net/lCC 3801 with ASTM E 779 or ASTM E 1827 13. Programmable thermostat: The thermostat controlling the primaryheating or INA i C h .-a (D I manufacturer's instructions and the 2020 Residential Code of NYS and the 2020 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the cooling system of the dwelling unit shall be capable of controlling the heating and code official,testing shall be conducted b an approved third art A written cooling system on a daily schedule to maintain different temperatures set points at New second floor system assembly Energy Conservation Construction Code of NYS. 9 Y PP party. 9 Y Y P P (� (14"TJI F.J.) R-30 91, Fiberglass � ■�..' report of the results of the test shall be signed by the party conducting the test and different times of the day.This thermostat shall include the capability to set back L Batts A For sound attenuationn .-a 4. Certificate: A permanent certificate shall be completed by the builder and posted on provided to the code official. Testing shall be performed at any time after creation or temporarily operate the system to maintain zone temperatures down to 55° F or 0 a wall in the space where the furnace is located, a utility room or an approved of all penetrations of the building thermal envelope. up to 85° F.The thermostat shall initially be programmed by the manufacturer with A-rch itE) ct a heating temperature set point no higher than 70' F and a cooling temperature 0 Perimeter rim joist around first floor location inside the building. Where located on an electrical panel,the certificate 9 P P 9 9 P R-21 3„ Closed Cell A shall not cover or obstruct the visibility of the circuit directory label, service During Testing: set point no lower than 78' F. L- 7 per 1" Spray Foam disconnect label or other required labels.The certificate shall list the predominant S Y 21 Main Street Stony Brook NY 11790 ( 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 14. Duct Insulation: All supply ducts in unconditioned attics shall be insulated to a Perimeter rim joist around second R-values of insulation installed in or on ceiling/roof,walls foundation slab, P PP Y basement wall, crawl space wall and/or floor)and ducts outside conditioned spaces; sealed, beyond the intended weatherstripping or other infiltration control minimum of R-8. floor R-21 3„ Closed Cell Ll-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, measures. 7 per 1" Spray Foam A phone. 631 686-6585 and the results from any required duct system and building envelope air leakage 2• Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 15. Duct Sealing: All ducts, air handlers and filter boxes shall be sealed.Joints and fax. 631 686-6786 testing done on the building.Where there is more than one value for each be closed, but not sealed beyond intended infiltration control measures. seams shall be made substantially airtight by means of fastners,welds,tapes, email. MMacrina@MMArchitectAIA.com 3. Interior doors, if installed at the time of the test, shall be open. mastics, gasketing or other approved closure systems. Exterior exterior R-14 Closed Cell web. MMArchitectAIA.com component,the certificate shall list the value covering the largest area.The 2�� certificate shall list the types and efficiencies of heating, cooling and service water 4. Exterior door for continuous ventilation systems and heat recovery ventilators Walls(2"x6") side 7 per 1" Spray Foam A shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage by one of cv These plans are an instrument of service and are heating equpiment. Where agas-fired unvented room heater, electric furnace, or interior Fiberglass the exclusive property of the architect. baseboard electric heater is installed in the residence,the certificate shall list 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. the following methods: side R-13 3-1/2' g Infringements of the concepts and design ideas "gas-fired unvented room heater", "electric furnace"or'baseboard electric heater", 6. Supply and return registers, if installed at the time of the test, shall be fully open. Batts presented on these drawings shall be prosecuted 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 Space around exterior window/door to the fullest extent of the law. Copyright 2020: as appropriate.An efficiency shall not be listed for gas-fired unvented room heaters, Michael Macrina Architect, pc. All rights reserved, electric furnaces or electric baseboard heaters. 10. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or inch w.g. across the system, including the manufacturers air handler enclosure if N jambs required no part of the plans may be reproduced without doors, and outdoor combustion air.Where using tight-fitting doors on factory-built installed at the time of the test.All registers shall be taped or otherwise sealed the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. fireplaces listed and labeled in accordance with UL 127,the doors shall be tested during the test. and listed for the fireplace.Where using tight-fitting doors on mason fireplaces, 2. Postconstruction test:Total leakage shall be measured with a pressure differential Penetrations around all pipes,vents low expansion spray p 9 9 9 masonry P 9 p � ducts,wires throughout ceiling and foam fire caulk-136 6. Eave Baffle: For air-permeable insulations in vented attics,a baffle shall be the doors shall be listed and labeled in accordance with UL 907. of 0.1 inch w.g. across the entire system, including the manufacturer's air handler floor levelsASTM E136 tested installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal enclosure. Registers shall be taped or otherwise sealed during the test. by Everkem or equal Drawing Status or greater than the size of the vent.The baffle shall extend over the top of the attic 11. Utility Room Containing Fuel-Burning Appliances: Where open combustion air insulation. The baffle shall be permitted to be any solid material. ducts provide combustion air to open combustion fuel-burning appliances,the 17. Lighting: Not less than 75 percent of the lamps in permanently installed lighting appliances and combustion air opening shall be located outside the building fixtures shall be high-efficacy lamps or not less than 90 percent of the permanently 7. Attic and Crawl Space Access Hatches and Doors: Access doors from conditioned thermal envelope or enclosed in a room, isolated from inside the thermal installed fighting fixtures shall contain only high-efficacy lamps. Exception: A duct spaces to unconditioned spaces such as attics and crawl spaces shall be envelope. Such rooms shall be sealed and insulated in accordance with the air leakage test shall not be required where ducts and air handlers are located ' a weatherstripped and insulated to a level equivalent to the insulation on the envelope requirements of Table N1102.1.2,where the walls,floors and ceilings entirely within the building thermal envelope. A written report of the results of the Locate ceiling insulation in roof Issued shall meet a minimum of the basement wall R-value requirement.The door into test shall be signed by the party conducting the test and provided to the code R-42 Closed Cell surrounding surfaces.Access shall be provided to all equipment that prevents U) rafters for an unvented conditioned „ 6" A ny Dept. the room shall be fully gasketed and any water lines and ducts in the room official. attic(hot roof design) 7 per 1 Spray Foam Buildi damaging or compressing the insulation.Awood-framed or equivalent baffle or insulated in accordance with Section N1103.The combustion air duct shall be (J) retainer is required to be provided when loose-fill insulation is installed,the purpose of which is to prevent the loose-fill from spilling into the living space when the attic insulated where it passes through the conditioned space to a minimum of R-8. 18. Building framing cavities shall not be used as ducts or plenums. - access is opened, and to provide a permanent means of maintaining the installed 19. Mechanical System piping insulation shall be capable of carrying fluids above 105° V R-Value of the loose-fill insulation. F or below 55° F with a minimum of R-3 insulation. PLUMBING RISER DIAGRAM TYPICAL I N S U LAT I O N DETAIL fn Window / Door Type (U) Factor S.H.G.C. Remarks Dates L Double Hung Windows 0 0.30 0.30 11/9/22 Issued to Building Dept. 3"0 u r Q Casement windows vent thea roof 1�2 vent thru roof a , typical vaulted ceilin insulation 0.30 0.30 (typ. all vents) (typ. all vents) °,2'E >;?ts;..Roof J J L Roofdtia ,c (see insulation sc eduleIN ) ta,f y2s;. , N Awning Windows 1/2"rigid insulation 0.30 0.30 >t # >?:' or plywood backer Bathroom #2 Bathroom #3 Bathroom #4 � t,f " 0 Hinged Doors 0.30 0.30 between each rafter 30 �'� +---3-0 0.30 Sliding Doors 0.30 1 I vent r 3"o ivent tY"0vent vent vent vent � I 1 N/A2» Skylights N/A Vven2»0-1 vent 2"o-+ t �-2"o vent II Lay. Lay. I I vent I Lav I I I Lay. Lay. I Tub vent b a ?< refer to air barrier& installation schedule below. w � W. � � w.c. � w.c. � - If Air Barrier Sealing is required,i; Shower Shower I Shower No. Date Description r" �' - See Typical Insulation Details, same sheet Sec. Floor I Sec. Floor 4 0 t Z Project 2"0 2"0 2"� I 2"� 2"� 2"� new exterior wall l` :, . waste waste waste 2"� 3"o Powder waste 2„� 3»,8 3»0 2"m waste waste > Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 402.4.1.1 waste waste waste waste I waste waste insulation ( ) Proposed Room (see insulation schedule) i „ Outdoor - _T Bathroom #1 _ -I-, Laundry ;i Component Air Barrier Criteria Insulation Installation Criteria r typical exterior wall Residence .-1 r T Room >:1 insulation Kitchen r I - <�:;} 2„� Kitchen 2„� I _g"� r I 3"�� �2"0 � ;j (see insulation schedule) A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. vent l -1 I 1Y2"0--� ^. vent I vent ( I vet I vent I vent I i vent break General Requirements The exterior thermal envelope contains a continuous air barrier. Sink X"� Sink I 2 Sink waste I vent I I Breaks or joints in the air barrier shall be sealed. Lay. ( Lev. 's For D.W. w W.C. � Tub W C '{` The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit shall be aligned with air First Fir. w M First Fir. typical siding insulation and any gaps in the air barrier sealed. barrier. �s: Ceiling/Attic Access openings, drop down stairs or knee wall doors to unconditioned �-- IF.A.I. ,c. Ken -t, attic spaces shall be sealed. 2"0 w 0 2"� waste » waste waste // second floor plywood sheathing j p s shall be insulated waste 3»� waste 3 0 2 The unction of the foundation sell late shall be sealed. Cavities within corners and headers of frame wall Liz waste waste / r , The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material haviing having a thermal nqt2"0 / „ sealed. resistance of R-3 per inch minimum. }� waste / ;3 }'` Walls Knee walls shall be sealed. perimeter rimjoist The junction of every stud,top plate&shoe plate to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed nr' '" throw hout second floor McCulloch C.O. c�;�s:��,t ;� 9 shall be continuously sealed in substantial contact and continuous alignment with the air barrier. / / <f, (see insulation schedule) r; f. » c.o/ / ? ; 1605 North Parish Drive • new 3 0 waste / The space between window/door ambs and framing, and 1/4" pitch new 4"0 waste / Windows, skylights P 1 9 Southold NY 1/4" pitch To Approved and doors skylights and framing shall be sealed. Sanitary System Cellar Cellar typical second $i I; Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. floor insulation rf{", Jurisdiction (see insulation The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent typical exterior wail schedule) 'iY Insulation exposed edge of insulation. contact with the underside of subfloor decking, or floor framing cavity Plumber Riser Diagram j Floors including Town of Southold ,�� (see insulation schedule) insulation shall be permitted to be in contact with the top side of above garage and sheathing, or continuous insulation installed on the underside of floor Suffolk County Not to scale cantilevered floors framing; and extends from the bottom to the top of all perimeter floor 11�T framing members. typical sidingDrawn ByExposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation, insulation shall beSIZE OF TRAPS FOR PLUMBING FIXTURES table PLUMBING NOTES ical floor insulation va or retarder with overla In oints to ed.tYP Crawl space walls P PP 91 P permanentley attached to the crawl space walls. M.P.P3201.7 assembly(see insulation sch.) plywood sheathing U�P� � ; ��\ PlumbingFixture Trap Size first floor p _ --- Duct shafts, utilitypenetrations, and flue shafts opening to exterior or Checked By: Bathtub(with or without shower head 1. All plumbing work to be installed in strict accordance with the 2020 9.Vents _- _-_- -' - - "- tic r- Shafts, penetrations p p P g � q and/or whirlpool attachements 1-1/2 Residential Code of NYS and local codes. V unconditioned space shall be sealed. M.A.M. p ) Roof Extension(sect. P3103.1) :���;�r..^ Bidet 1-1/4" 2. Afl Soil Plumbing Lines which need to run Perpendicular to Floor Joists Open vent pipes that extend through a roof shall be closed cell spray foam Batts in narrow cavities shall be cut to fit,or narrow cavities shall be Job No. "f' '' 86 y0� shall be located as close as possible to center joist span to maintain terminated not less than 6 inches above the roof or 6 �:t; insulation Narrow Cavities filled by insulation that on installation readily conforms to the available c� Clothes washer standpipe 2" structural integrity of joists. Refer to the framing section of this sheet. above the anticipated snow accumilation,whichever is :.:;; �. ,� (see insulation schedule) cavity space. 2129 Dishwasher(on separate trap) 1-1/2" 3. Materials for water supply and distribution systems, per tables P2906.4, greater.Where a roof is to be used for assembly, as a P2906.5 and P2906.6 of the 2015 International Residential Code. promenade, observation deck or sunbathing deck or ''4" �- P 9 :<;;,v �: :X Air sealing shall be provided between the garage and conditioned Sheet Title Floor Drain 2 International Residential Code. for similar purposes, open vent pipes shall terminate . , Garage Separation spaces. \' ( p P ( ) ( ) not less than 7 feet above the roof. n e r �I�!oteS Kitchen Sink on or two traps,with or without 1-1/2" 4. Materials for drains,waste.and vents, per tables P3002.1 1 , P3002.2 2 , Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall dishwasher and food waste disposer) P3002.2 and P3002.3 of the 2020 Residential Code of NYS. / drywall, Recessed lighting Frost Closure(sect. P3103.2) tape and spackle be sealed to the drywall. be airtight and IC rated. Laundry Tub 1-1/2" 5. All exterior hose bibbs are to be frost-proof type. Vent extensions through a roof or wall,shall be not less one coat Insulation Se h Batt insulation shall be cut neatly to fit around Wring and plumbing in Lavatory 1-1/4" 6. In areas prone to flooding, drainage,waste and vent systems shall be than 3 inches in diameter.Any increase in the size of Plumbing and wiring exterior walls, or insulation that on installation readily conforms to located and installed to prevent infiltration of floodwaters into the the vent shall be made not less than 1 foot inside the grade available space shall extend behind piping and wuring. Plumber Riser Shower(based on the total flow rate through systems and discharges from the systems into floodwaters. thermal envelope of the building. showerheads and bodysprays) The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. flow rate: 7. In areas prone to flooding, vents shall be located at or above the 10. For trap sizes, see table P3201.7 on plumbing riser Shower/tub on exterior wall shall seperate them from the showers and tubs. design flood elevation. 5.7 gpm and less 1-1/2" diagram more than 5.7 gpm up to 12.3 gpm 2" 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 Electrical/phone box on The air barrier shall be installed behind electrical or communication more than 12.3 gpm up to 25.8 gpm 3" Residential Code of NYS. exterior walls boxes or air-sealed boxes shall be installed. Ty p i ca I House Assembly Sheet Number more than 25.8 gpm up to 55.6 gpm 4" HVAC register boots that penetrate building thermal envelope shall be HVAC register boots sealed to the subfloor or drywall. Insulation Detail When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Not tc) scale Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Flashing Interior Door Schedule Exterior Door/Window Schedule Exterior Door/Window Schedule metal drip cap flashing For all horizontal wall to roof intersections, Size -7 Remarks Model# Remarks Model# Remarks install aluminum coil flashing. A Versatex First Floor Second Floor Cellar Level 5/4"x4" head For all sloped wall to roof intersections, . casing install aluminum step flashing. 3/4 hr.fire rated swin door a /5Y g All window drip caps to be aluminum. O 30"x96" 1' 10" with self closer to be selected 201 ADH3250 egress C01 ACW2850 egress ` O 30"x96" swing door 202 ADH3250 egressFirst Floor O double 30"x96" double swing door KA 1 C 203 101 Gutters ® 28"x96" swing door ACW2030 ADH3250 r; n O204 O All Gutters are to 6"half round with brackets. 5 30"x96" swing door ADH2O50 102 ADH3250 8 200 All Leaders(downspouts)are to be round aluminum. A rc h itek. ct © double 24"x96" double swing door 205 APW5850 103 18"x96"sidelite sidelite mulled to door#104,temp gl. Color to be selected Versatex O double 30"x96" double swing door O 21 Main Street Stony Brook NY 11790 5/4'W"side 206 ADH2O50 104 36"x96"door swing door to be selected casing ® double 30"x96" double swing door phone. 631 686-6585 207 ACW2030 105 18"x96"sidelite sidelite mulled to door#104,temp gl. fax. 631 686-6786 O24"x96" swing door email. MMacrina@MMArchitectAIA.com Typical Roofing 208 ADH3250 egress 106 ADH3250 web. MMArchitectAIA.com 10 24"X96" swing door Architectural Asphalt Roof Shingles These plans are an instrument of service and are to be selected over Second Floor 209 ADH3250 egress the exclusive property of the architect. g 107 ADH3250 Infringements of the concepts and design ideas 'GAF'deck armour,continuously wrap up all adjacent presented on these drawings shall be prosecuted to the fullest extent of the law. Co Versatex wall surfaces a min. of 12" 11 28"x84" swin door O „ Michael Macrina Architect, c All rights re reserved, Mfr: Prowoodmarket.com historic sill over plywood sheathing (see sheet G-1) g 210 ADH3250 108 36 x96 door swing door to be selected p Model# 13T3 ERHSS02 part of the plans may be reproduced without N ) the expressed written consent of the architect. Finish: Smooth Eave Protection: Install (1) Layer of Ice&Watershield 12 18"x84" swing door O Clopay canyon rid ge ultra grain collection design#13 211 109 -0"wide x V-0"tall wl SQ24,insulated window design walnut finish. Hi Species: Western Red Cedar (self-adhering polymer modified bitumen sheet)from the ADH3250 V 9. 9 eaves edge to a point at least 24"inside the exterior wall 13 24"x84" swing door lift tracks to be as tight to ceiling as possible. Typical Window line of the building. 212 ADH2840 Lift Master 850OW wall mounted electric operations Drawing Status 110 9 0 wide x 8 0 tall with My Q wife and keyless entry pad.Contractor to 14 Typ. Bracket Detail Trim & Shutter Detail Low Sloped Roof Protection (2:12 to 4:12 pitch): Install 28"x84" swing door consult and confirm with client prior to ordering. (1)layer of ice&watershield over the plywood sheathing 15 30"x84" swing door 213 AAN2020 111 AAN3020 not to scale 3/4" = 10-0.. instead of the 30#felt paper. Fasteners:All Fasteners are to be corrosion-resistant with 16 double 24"x84" double swing door 214 AAN2020 112 AAN3020 Issued 6o a minimum penetration of 3/4"into the sheathing. Use(6) foundation below fasteners for each shingle. 17 30"x84" swing door 215 ADH3250 egress 9 113 AAN3020 � • , Ventilation Builaing eUnvented double 24"x84" double swing door 216 ADH3250 egress 114 AAN3020 19 30"x84" swing door 217 28"x84" swing door ADH3250 egress 115 AAN3020 garage door Exterior Trim Boards (�D 16"x84" swing door 218 ADH3250 egress 116 30"x96"door swing door to be selected 2 6 weather stripping 28"x84" swing door 219 ADH3250 egress 117 FWHID3180AL Dates Material E 1/2"x2"Versatex'trim All Exterior Trim Boards are to be'Versatex'or equal. 28"x84 118 swing door 11/9/22 Issued to Building Dept. - 220 ADH3250 egress ADH2840 Installation ® Y2„ 30"x84" swing door Install as per manufacturer specifications: 221 FWGD111080-4 119 AAN2020 Ya"overlap 24"x84" swing door door opening -Install 2 fasteners per every framing member for trim board plywood %„ applications. 222" ADH2850 ADH3250 egress sheathing 5/4"x6"'Versatex'jamb -Install over flat, solid substrate. © 16x84" swing door 120 shim to be ripped to size -All'Versatex'Joints are to be Glued with'Versatex'adhesive. space (overlap trim 1/4") -Utilize 316 grade stainless steel fasteners where necessary 30"x84" swing door 223 ADH3258 egress 121 ADH3250 egress -Cortex screw and plus fasterners for all fascia, rake,frieze l� 1/4"reveaand window trim. Plan Ke 224 APW5058 122 ADH3250 egress- typical siding Typical Sizes: Y Notes 5/4"x4"'Versatex'casing •Fascia Board-1"x8" 225 ADH3258 egress 123 ADH3250 � Custom Shower with: •Rake Board-Versatex'rams crown(#VERRC01) LJ -Custom tempered glass enclosure. 226 FWGD1110611-4 124 FWGD608OR No. Date Description Typical Garage over 1"x8"rake -Tile over thinset mortar over Schluter-Kerdi DS waterproofing •Frieze Board under Rake-'Versatex'rams crown membrane over thin set mortar over Schluter-Kerdi pre-sloped Project Door Jamb Detail (#VERRC01)OVER 1"x8"over %4'pack-out shower tray over thinset mortar over plywood subfloor to be 227 ADH21050 125 FWGD111080-4 temp.glass •Frieze Board under Eave installed by manufactures specs or other approved waterproof pan 3" _ .1 '-O" system(see detail same sheet) -'Versatex'rams crown (#VERRC01)over 1"x6"over%" -Triple 2"x4"curb 228 AAN3020 126 FWGD111080-4 Proposed pack-out(second floor) „ 5 -Secure the water supply riser from the shower valve to the -'Versatex rams crown(VERRC01)over 1 x8"over/' " pack-out(first floor) shower head to the permanent structure. 229 ADH3258 127 ACW2644-3 (3)mulled Residence -Shower to be equipped with pressure balance control •Soffit-vinyl bead board soffit to be selected valves. -Surround to be tile over Y2"cement board. 230 ADH3258 128 ADH2844 •Window Casing&Silt (see detail same sheet) -Shower seat(16"tall x 16"deep where shown on plans). •Corner Boards-%''x4"'Versatex'corner boards 231 ADH3258 129 ADH2844 For n Free Standing Bathtub: IJ -36"x72"tub to be selected 232 ADH3258 130 36"x96"door swing door to be selected Bathtub to be selected with: -60"x30"tub to be selected 233 ADH3258 131 double 30"x96"door double swing door to be selected Ken -Curtain Rod Typical M a I bec Siding -Secure the water supply riser from 234 ADH3258 132 FWGD6080L temp. glass the shower valve to the shower head Liz Nantunket Grade'Maibec' 16"White Cedar Traditional to the permanent structure. 6-101"Shingles installed as per the manufacturer's specifications -Shower to be equipped w/ Attic Level 133 cult wide x en pressure balance control valves. custom screen McCulloch over Henry Blueskin VP-100 air barrier membrane over plywood sheathing(see sheet G-1) -Surround to be tile over 1/2"cement bd. including ceiling A01 APW1430-2 stationary 134 6'-0"wide x 5'-0" custom screen Exposure: t5"Exposure To The Weather nD 30"wide x 24"dee x 36"tall vanity with 1"filler 1605 North Parish Drive p ty A02 ADH3250 6'-0"wide x 5'-0" Finish: Solid body stain,2 coats color to be selected counter top to be selected by owner 135 custom screen Southold, NY Fasteners:Attachment for each shingle shall be t,.l (1) 14"deep shelf set 68"above finished floor A03 APW1430-2 stationary 136 9'-0"wide x 5'-0" held in place by two hot-dipped zinc-coated, and metal rod set 2"below shelf custom screen Jurisdiction stainless steel, or aluminum nails or staples.The A04 APW1430-2 stationary Fasteners shall be long enough to penetrate the ID pedestal sink to be selected by owner Town of Southold sheathing by a min. of 1/2"and shall not be overdriven. Staples shall not be less than 16 G 96"wide x 24"deep x 36"tall vanity with 1"filler Suffolk County gage and shalt have a crown width not less counter top to be selected by owner Exterior caulking(typical) Exterior Window and Door Specifications than 7/16", and the crown of the staples es shall be p parallel with the butt of the shingle. 5/4"x 4"exterior trim H❑ (5)14"deep wood shelves to be painted space shelves equally board cut to size All windows&exterior doors are to be'Andersen''A'Series Drawn By Installation:The Bottom Course shall be Doubled. Exterior Typical exterior sheathing unless noted otherwise in schedule. 36"wide x 24"deep x 36"tall vanity with 1"filler M.P. Side Cover window flange with -Exterior color to match ex. (white) counter top to be selected by owner g Schluter Kerdi-Line linear drain assembly - Interior color to match ex. white Checked B �' K7 drain cover to be selected b owner Install Schluter-Kerdi DS waterproofing soft flashing (white) y: 2; y Schluter-Kerdi Kers-B 84"wide x 24"deep x 36"tall vanity with 1"filler -Grilles to match existing. (fine light) membrane on all three sides of curb preformed, seamless counter to to be selected b owner line of sill below - Insect screens M.A.M. • _ corners as required for p y -hardware to match existing. Install Schluter-Kerdi DS waterproofing — — — — —— — wall to floor intersections (- Double 2 x -glass to be Low-E4 Insulated glass Job No. / 031286-� � structural post membrane flashing around drain flange y0 1/2"cement board Porcelain tile over thinset mortar over- stone cap ;;;,>;,.. � ; (see plan) 2129 at all shower walls Schluter-Kerdi DS waterproofing membrane over I 6" -thin set mortar over ___ _____________ unless noted 1/2"Gyp. Board Casing to be;selected Sheet Title Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over I --- ------------- otherwise on plan Wrap structure with (typical) waterproofing membrane -thinset mortar over " soft flashing prior to Schedules on walls to ceiling -plywood subfloor V 2 4C14 N window installation 1/4"reveal (typical) catch screen 2 4 Saddle to be Door - _ _ / - Exterior Specs selected Max. slope of 1:2 �� Vx Flat Poplar to b painted i p In e e a - Interior Details 1O°� • �: 2 4 Tile floor X subfloor Shim_7�7 _ _ E line of stool below S ace a Finished floor / p insulation Install Schluter-Kerdi-Band corners mud base � Interior777T11111111r —4- L - _ - V1„ manufacturer's wall to floor base as per Side 1"x6" Poplar Flat Trim Sheet Number manufacturr er's specifications 3/4"plywood subfloor Board ripped to size Rough Opening Blocking Typ. Door Jamb From (see plan) Typical shower pan & curb detail Saddle Transition Detail Perpendicular Wall Typical Stud Pocket Detail Y Typ. Cased Opening Dtl. ZONING CALCULATIONS : STORM WATER TEST HOLE DATA: deeded lot area (to tie line) = 29,232.01 sf(0.67 acres %• RUN-OFF CALCULATIONS : ' Ir TEST HOLE DUG BY McDONALD GEOSCIENCE landward to bulkhead = 23,863 sf(0.55 acres) ON JANUARY 5, 2022 Zone: R-40 (non conforming lot) section 280-124(B) ' HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL. 18.76 0' • Setbacks: • Run-off Factor= 1.0 • Run-off Factor= 1.0 1.0' DARK BROWN LOAM (OL) Principal Building • Rainfall =2"(.17') � i c-4- hic-ra E� I • Rainfall = 2" .17' 1.0 front = 40 ft as per sect. 280-124(B)• Roof Area =3,481 sf • Patio Area = 1,657 sf side (min.) = 15 ft 2.0' BROWN CLAYEY SAND SC side (total) = 35 ft M C-0-a C r i n coa House= 1,868 sf Uncovered Patio= 1,163 sf ( ) House Additions= 123 sf Proposed Walk= 310 sf Front Covered Porch Addition = 277 sf Uncovered Patio= 184 sf 3.0' rear= 50 ft Screened Porch Addition = 310 sf Archiite� C • Total Lot Coverage: (landward to bulkhead) Covered Outdoor Kitchen =227 sf • Volume Required - 6.0' PALE BROWN FINE SAND (SP) 20% max- lot coverage allowed Garage =676 sf (rainfall) (area) (run-off factor) 23,863 sf x 20% = 4,773 sf 21 Main Street Stony Brook NY 11790 • Volume Required = .17' x 1,986 sf x 1.0 = 338 cu.ft. (max. allowed total coverage) (rainfall) (area) (run-off factor) 1 9.01 p • Drywell Required = one. 631 686-6585 LOT COVERAGE CALCULATIONS fax. 631 686-6786 17' x 3,481 sf x 1.0 = 592 cu. ft. 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 2.0' BROWN SILTY SAND (SM) �Y email. MMacrina@MMArchitectAlA.com • Drywell Required = 338 cu.ft. /42.24 cu.ft. per foot of height= 8.0 ft. a web. MMArchitectAIA.com 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 11.0' 3 buildable land area = 23,863 sf These plans are an instrument of service and are 592 cu. ft./42.24 cu.ft. per foot of height= 14.0 ft. the exclusive property of the architect. • Provide: EXISTING PROPOSED TOTAL Infringements of the concepts and design ideas (1)8 ft dia. x 12ft tall drywell ring (DW#3) S presented on these drawings shall be prosecuted • Provide: 6.0' PALE BROWN FINE SAND (SP) ,g 6�° SO (JTI-IOLD to the elfullest extent of Architect, to . Copyright reserved, 4 832 Y HOUSE 1,868 SF 1 868 SF no art of the Ions ma be re roduced without o7s 04>> S�, / ' the expressed written consent of the architect. (2)8 ft dia.x 12ft tall drywell rings (DW#1 &#2) (10 nE UN f HOUSE 123 SF 123 SF 17.0' ^ X �4G �£rn Sutrl Ao ' $ 75° / ADDITIONS Drawing Status w�0 nE w� 41 /' N3u[T`"NQS Sao ' ,,rH/CO q'ZR ARK 4 7° C 6,5/ E w p U. Hcao i / CQU,vst�RMj"f0 `1 J FRONT Solid Cover(Traffic Bear'g) °.6w eek° f ' / "w) S 85° 'S3" COVERED 277 SF 277 SF 10" dia. drain inlet Grade 20 =o �� ;� � �' / � � , E PORCH to drywell connection 8 r ' / 69.28 ADDITION Issued SD35 sewer pipe 24" max I 1 ' w / / I ^ 3 r i �� ,/ o0o eu / -- 073 SCREENED pitched at 1/8 per foot -Traffic Bear'g Dome ONE NC / ,' '' ° '/ ° .`"" 2 w Ex PORCH 310 SF 310 SF minimumW.I ;. / 8" dia. drywell to I ® ® ® ® ® � _ I I 8 20 / , r ,� 4 .96 'k "P�ac / , oN / /; 10EASTAC B ADDITION Builoing 1./ a® ® Fa ® ® ® I wAtt l / / o / / / / / o!e rl/ ePs/ 2 NrlFi f .RRIE drywell connection x ® ® Fa EA ® ® �-4,000 psi Reinforced o.,.w ,,r� / � ' , o R ® ® �, ® ® ® - PROPOSED LINEAR ,, r/ , , , �� T6 ` �' ' " fig, COVERED I " I Conc. Rings (typ) / , , 1N ' / s 6 dia. roof leader ® ® ® ® ® ® ® TRENCH DRAIN TO BE / °0"f0 i EX / / / / o OUTDOOR I ® ® ® ® ® ® ® I /.. ' *%/��� , /, 7_83 w°°o / <n 227 SF 227 SF connection i ® ® ® ® ® ® ® I--r- PIPED TO DRYwELL //' ✓;oE 7 r ���� / '� P / / - / / eu oy�w / KITCHEN 3'-0" min. Collar I I a.or / / W N /RENO Wrap drywell with c� Backfill w/ Clean Q ( '%�Rq,�/ rOP , �EPg / /� GARAGE 676 SF 676 SF ® ® � ® ate U 3 2 � o, M'? OT(, /OF / M r r 4. Ekj ' •' 6 p r� q W ,� M + ,o fi" / PROPOSED 5FT to 10FT WIDE I x ® ® ® I Sand & Gravel = '� , , u, nr"G 4%k ,x1848 woo G / /" landscape fabric I ® ® ® ® ® ® ® " I �� c� qg' / *'/ t ^dw R Nc er ,h,^ w0oo ANO ° / i ee z NON-TURF BUFFER p I \ L /, , / P A n �e w0 pOCO�R°°0 *�'+j BE"CH / / Eki ' FRONT ® ® ® r� ® � ® 3J % x� , / / T DEc Sn\ / 8 MINUS Dates If unsuitable/clayey soil is ��' ' ° " ' ' 13 SF 13 SF 0 SF 24 min. I ,� 19 �, +r�' ?oo R�'O,% ,e oP '3' l/PRopOS � �rEPS�N�� / COVERED uncovered at base of drywell L-------------- --- � �W ,Ile �� s4 / , � '7E ED w oNG ° r� / e . "' s/ Eo ps oo ,�00 / IQ Project Limiting Fence STOOP 11/9/22 Issued to Building Dept. T-Ground Water" / ` 6s ' Puce aF° % £x�s�EP fNrRw Y / Limit of Disturbance / Add a wick down to sand 3 Eck ?esf r!N cq,,DjRr �x,' ' 14 1 SIDE MINUS /DEC NC'OV G% NG Wp�NG ,' ( 9 190 s F�?p r44e0 t E %(resU K To fRfp s7Rp°p / / 16 ' ROOFED 45 SF 0 SF Drywell Detail m 0' '"i ?� Oce RfM / - h 3 / j" /o °� �'� PRO ,3 0 °S neelN -' , �" 45 SF Cpl SEO 9 v,8 PROP X65- °ed>P % 1a dia xl2 tai! / / o w'� PORCH 0 0� / pR° A[CO OSED�. R ROpo ^� %\ DRYWELL' not to scale o / CNR ry rlvooeD eon i °pFAeo° PRo ' #tI/ r / � Q o EXISTING 3 1$`4, / ' %_u mONRY PR 8 8� �S�,WousF/> }/ \ . IQ a 583 SF 583 SF 121.0. / /'"$ 'z,•,: �wo,N�eO. QW oPps / / !/ ; / // O �3Q UNCOVERED 'moo PRo 0 Romps F (jfCC!/yG Q W' 2z.or (DVV�{ ��a, v P \ o t % 2 DECK TO REMAIN Sfo / PO o OS NQ o O� C " ( ''1s3 4 CSE sfo?•? ' �o- oRjjo ^1//0 VER 0 ro ,rO. / PRoP /wINo,NK �x/^ PArrosf c / P4R fo mON T N/oFN/pF Ek/S RY' Qor QIZ �` b as WOOD DECK 518 SF MINUS 0 SF PENC / �X �� 0.0 �of% ADolT/y / pR Fo e EX 1,8 TING r0 o. ", ) of 11 l ZPA(e �v G 1 1 20.09 % o4,TOR FFF/h'EM QW£688 f / ,; ?3 k 2oN k* �'�c ��, A 518 SF 4, n'°" , . 4 'b�tlNc/ �-�' �"��`8 / E k WOOD DECK MINUS OCE TO-4: NO S J^ \�5 �1 P '9S� 6 ' / , ! C `yyr' �� 1 1 c R�,O C-_ -\� \ / i?•s. oROSEo I 4 / /, ro•°: ! Rr0 J& B 128 SF 128 SF 0 SF !°ROp pa pROpO '1 OS�D _ ; 3,•?,�; ?wo_ SE° �-/ °mom Eo o / WOOD DECK 291 SF MINUS p I ���1 TEST HOLE /" '1 0 s ,1 'r �OfiOORY. f, �� 0°RY �` } O C F No. Date Description DUV! 18.76 ov// F� �K / 8X,,2, "� / r"116 SfD 3 S #3' / P a o / C 291 SF EL.Iq.5J Z ' _. / `/ �A/C pOSfo WW # S'dia.xl2'tall �� / ''ROPOS / PRo ,NrrS o/� ;,'/ EXISTING 78 SF 78 SF Project M 3 DRYWELL j PROPOSED 4FT TALL sTEPSEO 1 5.0 `/ 3 O GENE�TfO �'� WOOD DECK / / h FENCE Do FOR PATJ65 0 /�'o d� p0}7C � 3 h PROP R / / PROPOSED AFT TALL P R�," Tp e £x/ �NO,NGfO / , ,,/ FENCE STAIRWAY Proposed cRgvE°p°sEQ 0` ° / N s G4R4 £/Nc 9 X /'/ �/ ENTRY LANDING -� 0.1 Att %�'Rr Y �' aJ�° �} ORIV gY 3 TO RO F�00 \�# # �OfgSTq� , Residence Coat OND / �"°�o��/ °��� U, l A/)V R N l!�`� NTIFjf�el�R�s TOTALS 4,200 SF MINUS 4,142 SF MON 9.30 � ° `w !f r �Z •• , s0 58 SF x18.8617.6 % 0 17.4 % PROPOSED FUJI CEN -0.2 �o � / 24.8. i 1 I/A SEPTIC SYSTEM t ,��� Is.oa SEE ENGINEERING PLAN For °\� U v/ J �\ r�DW�'�\ M�/ BY OTHERS ? y =�3 „ ' 18. C �, S ITE PLAN LEG N D - --� S' -11 d 4.x12'talt i% ,___A,"'' ; c ° �O R\ 33 DRtWELL�' \` (\ CP Indicates Property Line -- -- -- N #2 FOR , " Ken A 4 a EDGE I-JOUSk / Q h Indicates Setback Line -- -- -- Liz.4 p \ 171$ tI/ '1SNO 104.rW4� co Indicates To Be Removed --------------------•------ oN�cur \ ll�It ' �J Indicates Fence 36" MIN. FENCE POST a <° e '. ° WOVEN WIRE FENCE _t�7� /!` MCCU110Ch (14 1/2 GA. MIN., MAX. 6" MESH SPACING) -ply '� \ �� la.7o Indicates Proposed Structure or x H tl N HATH FILTER CLOTH OVER pt/ A d."- ep ''?4so" Pro osed drywell 1605 North Parish Drive 1vq �� ° .00, ' \ �oN W p HAY BALE rFR !N4 a 18 \ (solid cover below grade) flW; Southold, NY SEE HAYBALE DETAIL SrRF� " 20" MIN. Q UNDISTURBED USFs P�e�c G .D T e a °. �o oo, Proposed drywell FLOW - GROUND TEMPORARY EROSION CONTROL MEASURES Wg7tR �.0 a (open grate to grade) Jurisdiction C X ° THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT ASA CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. Q Proposed pool backwash drywell !� �� EMBED FILTER CLOTH THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AFTER I pool 1 Town of Southold MIN. 8" INTO GROUND ALL EXCAVATION IS COMPLETED ON THE SITE. (solid cover below grade) \.DW`! 16" MIN. �7 Suffolk County SEE FENCE TOOEBE INSTALL VSfS pU�cNo q Project Limiting Fence&Silt Fence o o -o la CR L 1vgr �� T.G. Top of Grate SECTION Flow h " ~► F'' Drawn By: WOVEN WIRE FENCE I r =.1 (MIN. 14 1/2 GA., ` Proposed Site Plan TW Top of Wall MAX. 6" MESH SPACING) I I-III- �J _ �� p M.P. `�R= � 10' O.C. MAX. 36" MIN. FENCE POSTS, -I I���--���- 4" VERTICAL FACE / BW Bottom of Wall DRIVEN MIN. 16" INTO GROUND 1 " = 2 0' I.E. Checked By: EMBEDDING DETAILInvert Elevation L.D. M.A.M. Leader Dr -' �1.... j ANGLE FIRST STAKE TOWARD / �i/, i THIS IS AN ARCHITECTURAL SITE PLAN T.D. op Job No. `P ro PREVIOUSLY LAID BALE. iTop of Drywell r" 312a BA M A - �s� ED ON INFORMATION FROM rF 2129 HEIGHT 6'MIN FILTER �� S SURVEY PREPARED BY : TREE NOTE. Indicates Electric Service E---E E-E E- , OF N FLOW north FOR EACH MATURE HARDWOOD TREE Indicates Water Service -w w w w w w- Sheet Title W MIN / j Metes & Bounds Surveying REMOVED FROM THE SITE DURING Indicates Direction of Grading Pitch 'I � j i WIRE OR NYLON BOUND, HAY BALES 53 Probst Drive, Shirley, NY *4 Site Plan PERSPECTIVE VIEW �7 I l last dated : Sept. 30, 2021 CONSTRUCTION, ONE (1) HARDWOOD Indicates ExistingSot Elevation + III Illilui (�� TREE WILL BE PLANTED ON THE p el 39.0 1. WOVEN WERE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U I I I� � 2 RE-BAR STEEL PICKETS, OR 2" x 2" STAKES - Zoning Analysis TO FENCE POSTS WITH WERE TIES OR STAPLES. TYPE OR 2" HARDWOOD DRIVEN 2" INTO GROUND. Elevations Irl NAVD 1985 Datum PROPERTY Indicates Proposed Spot Elevation el 67 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE WOVEN WIRE, 14 1/2 GA. EXISTING GRADE - - - - 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING Indicates Stacked Stone Retaining Wall - 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 100X, SIX INCHES AND FOLDED. STABILINKA T140N OR 4"-6" 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. Indicates Coastal Barrier Identified 11-16-90 AND MATERIAL REMOVED WHEN "BULGES" DEVELOP FRONT VIEW Indicates Catch Basin ® Sheet Number : IN THE SILT FENCE. PREFABRICATED UNI A , ENVIROFENCE, OR APPROVED Silt Fence Detail EQUAL Hay Bale Detail TH not tc> scale not t(:> Scale Indicates Test Hole/Boring Limits of Clearing/Grading Project Limiting Fence Details not to scale Non-turf buffers d —--------- FLOOR PLAN LEGEND t51'-3n t10'-0" 4 -13, 1 - STRUCTURAL POST fi 6' (addition) 01- -5-23' -0 91 12'- 2 2 4 4 min. (2)2x6 unless noted i otherwise on plans (,of door------- 63f door ;of door------ C of post wndow -and sink -and plao.— -and bedrm. ----------------- NEW FRAMED WALLS TALLER/LOWER h -va ED� I J, (refer to sections) WALL or r n -wa D .i5 _-T I' f line o roof deck-abov e--- ABOVE SUBFLOOR A.S.F. ---•-----_----__-_ B B ��Iineofroof_ Arch itekct SOFFIT ABOVE/WALL r===----_-_ F-1 CABINET ABOVE abov----------------------------- TIE JOIST HANGER 41 21 Main Street Stony Brook NY 11790 LO K�y TECO INSTALL SIMPSON STRONG align with ex. Ind. wall below I dign with ex. find. wall below --d 931 1 phone. 631 686-6585 fax 631 686-6786 L LO d.w. U L0 C� EXHAUST FAN (min. 100 cfm to be 1 CN V.2 vented to exterior) FE F] -)MMArchitectAIA.com Lj Lnkj email. MMacrinaCa 5.2 - i ! - - i— --�_� - ---i-- : 4 ======A web. MMArchitectAIA.corn --------------- ------------------- --- CD __T These plans are an instrument of service and are 1 Hardwired interconnected S.D. the exclusive property of the architect. Z1 CD 1 51- 32 128 00 smoke detector 2 "r 0 Infringements of the concepts and design ideas line of roof above-- , presented on these drawings shall be prosecuted A-24' 1 —48' 48" ±25-111 I ——------------- 2 _T to interconnected C.M. to the fullest extent of the low. Copyright 2020: 51- 25" 12'-0" Michael Macrina Architect, pc. All rights reserved, t 77 carbon monoxide detector no part of the plans may be reproduced without _T_ 121 1 1 1 the expressed written consent of the architect. wall below 7 dign with ex. find I Thermostat I Ell A -J - F V/ 3W 48"wide LO stove ty -------- Great New pre-fab as -> Play R P. stud 3. Drawing Status t_exhaust Room t -___Iven oven fireplace to be selected. pocket -6 Proposed I to exterior Room Installed and vented up /51" Addition C" 00 CD through chimney as per L new flooring 2 0 1 1_4 r specs. be se a) C) '51- to manufacture 5��_ 1 cn > new flooring 2 0 T i F_ 0 C> Ftbe selectedl LO-0-1 Bedroom #1 _H 1829 GENE RAL NOTES Issued to 1 1 0 N 04 T--- ------- 0 new flooring (0 1. See sheet G-2 for insulation specifications. 0 T Ftbe selectedl -H 48"ref. Buillainomm ept. '__J' CD y freezer El 2. Install all smoke detectors throughout home as required by 51- 51" 3 5 3 2 2 2 2 2 2 L --—--------- -------- I/L the 2020 RCNYS, sect. R314 and noted on sheet G-1. 4-28 7'-6"— 7'-6'— 25 12'-0" 41-0"— ±5'-3" ±17'-81- 00 2 LO 3. Install all carbon monoxide detectors throughout home as LO S.D. ------------ -4 ---- ------------- required by the 2020 RCNYS and noted on sheet G-1. _\- low_-_b_e am--a b-o-v-e------- -------------- --- low beam above FL ---------------------- ----------- ------ ---El---- __T1--------------- 0i T T -0 U-) (see struc. plan) LO (see struc.plan) _—L S.D. -Dn. 5" 6 Dates T T Hall 130 6' 6 -H -- ------- !-KN U K2 C.M. 30"— 6'-3"- -7-5- 24" 14'-8 saddle El 19" Al 6 HVAC I __ : Q closet 11/9/22 Issued to Building Dept. 2 T__ Exterior Dimension Note chase I LO' -C4 __T _H VC ge wine : , 4 Ln T T'I' FI All exterior dimensions are to match Ln ref. iB thrm. to center/coffee M, ee: -H open to C f=- 52 new window sec. C� well Foyer — F 5- ne LC) above 3 1 ndow 1 C4 LO ------floor-above----------- Lr) below '8 —------ —241� 40-i M i low Q 04 1 1 a- C� 36"min. cased shelves C14 1 pier 1--IQ) locations and dimensions shown on plan. oring I ------ VPVd e opening CN I--a tall raili g 2, existing foundation walls. Area of addition 119 EF __J new flo J2: [to be selected Q) Iii ;5 00�0 iiiIII 91 i2 .2 -0. 48 0 B -H to @) Pant 7 -48". 6'-.8" ry (0 F _H 5 to & 31. co n. landing "do \x/ 2 Q LO PORCH/PATIO NOTE ry 'T) (3R, aurid' chute shelves Dn. LO new 5 3�' 2 1 *Cn. landing (9R,1) 0-7) base cabinets J- ------------- above 42 42" 6'-0' H 5 align with ex. find. generator See sheet A2.2 for patio/porch framing No. Date Description 107 _0 dimensions and notes. T 4 1 aun�ry, I- LO -103 — 104 �__Dn. I JJI)IL -0 Lo Z' Hall I Room __T 0- - -1- 1 --K, - 105 10 00 Ion, C4 V) Project �2) i 1118 tn I 108Tilt -H j_ 32\ L__ -4 window� 7— 81 -0. ; 1 2 (�(,,.new,, INTERIOR DETAIL NOTE Proposed new sec. �XNL;'urllt I I ' dryerunit --- cantilever above sink W.M. JI -8"— step 10, 1 - 1 24", F------ T st -;r4 Z Residence --- ---- e yerdt new dryer to exterior =EX "IV3 -00 _st_p See sheet G-3 for all typical interior details. -A5.3 -- -- ---------------- ------- ------------- C> Z10— bio 103 -Dn. 3R ------ T-- 1 new lowm new bench J t: -- ----- wal t 2', 0 line of roof 0 above 5':- hold- T i : : ! ; � , ! 117 _f DOOR AND WINDOW SCHEDULE For 0 10 My r J --d -oomII j 1 iAddition 5"1 See sheet G-3 for window and door schedules. existing wag to remain 1 L IMO existing wall to remain 7 - -T f� __ __- Ken - I1 Din. 3R STRUCTURAL NOTE C11 & Liz D A 11 See sheet A3.2 for structural plan. ±28'-l" _0 I McCulloch 0 109 1605 North Parish Drive PLAN KEY NOTES Southold, NY New Exsiting See sheet G-3 for plan key legend. Jurisdiction E b Walkwav New -1 Garage I I - .2 i 2 (see site plan) Driveway 0 C1 Town of Southold 00 1 > Z-_ all 1 04 :4vi typ. stud -H - (see site plan) GARAGE DRYWALL NOTE 0 C) C14 -01 1 pocket C14 Suffolk County -H Install(1)layer of 5/8"type X gypsum EM -H wall board to all walls and 2 ceiling in garage. I I Drawn By : 'A M.P. X 16 ex. p.c. slab Checked By: to remain M.A.M. Job No. C'4 2129 ex.framed typ. stud typ. stud walls to remain pocket t Sheet Title L pocket existing wall to remail I existing wall to remain 111 112 113 0 First Floor Plan JE Proposed Fi -st Floor Plan F9 of window <� of window of ridge, windows of window of window 1 /4" .1 .-0.. 3: - E and hall and pantry above and door and landing and garage -v; plan north 3'-91" -5-01' 6'-111' _7'-11 261" t10" ±31'-5" ±29'-O" 1 /1- Sheet Number : (addition) T T T t63'-51" '21 4' 0 0 rD A C 'V25-1 L/n�A'0'� T le F 4 '1B 8 n- (3R, 0 4 21 aul s 7Dn. 5"" ch ab :DT 5� 'm I sink 2 V 54'-0" ±37'-5" new patio an grade new patio on grade existing deck /B 41'-11 12'-1 patio roof taming align with 517, ex. deck ex. landing 2 ex. step ' mc, step ex. bench ex. ex. bench r i rl -a to remain ex. step to remain /krch ite� ct L-7-- ;Proposed CD 1[—J--Uncovered covered Existing 1,1, 21 Main Street Stony Brook NY 11790-- -H --Patio .2 .2 _ Uncovered -# cn cn - remove existing deck to align phone. 631 686-6585 w CD ith extedor R/R decking to,--, wall as shown fax. 631 686-6786 L �_J ex.uncovered be selected email. MMacrinaCa-)IVlMArchitectAIA.com njdeck to remain web. MMArchitectAIA.com bluestone pavers to be d These plans are an instrument of service and are selecte )­Dn. 3R------ the exclusive property of the architect. i Infringements of the concepts and design ideas rD in6-of-fo-of-deck-.-ab-o--v-e------,, exact number presented on these drawings shall be prosecuted A5.2 -A ———————————————-- to the fullest extent of the law. Copyright 2020: V CL CL 0. 0) 0) of steps to be Michael Macrina Architect, pc. All rights reserved, A5.1 - determined in —alignwith�_ Z; to Con 1D no part of the plans may be reproduced without I field P.T. posts to be -exterior wall the expressed written consent of the architect. align post with wrapped i _F 1-- m Align —------ outside of wall newlowporchbea n-- LO (see struc. plan) new step new step Drawing Status : —————————— -A ——————————-- —Align deck with L---J: I extedor wall 'C "k,A V52 BBQ ----------J I - A5.�, T__ i I ___j 1 1 1 (C ---------- line of roof -7 7 of Issued to 1 0 12": �4�-: _1F, above 23'T, T I E C ----------- ----- ------ F-1 existing deck Cove t Buildin Dept. I red- AC > 1 1 - C3 IL i : : I o be removed 0 0 :3 )utdoor I 0 a) Kitchen will -3: fn R= L 0 a) ------- 0 1 7� a,) Wuestone paver led CD to be selectle First Floor 00 18'-0 crem'porch framing 00 -10 ------- 4T n see floor pla Dates • b—0 6-0 of door F 11/9/22 Issued to Building Dept. sheet A2.1 h-0-i 7 F ---- T news new step Dn.3R --------------------------i C) ------ 0 ------- F.) -- --be selected—4 ---------------- - --------------- d 132 if new landing ------------------------- ----------------------------------------------17-------------------T-1---------- ---------------------------------------------- ------------------- ------------------ ----------- L0 existing steps to be removed ---*-4 Dn. C) -------------------- ----- b No. Date Description ——————————————————————————— LO ------------ 7' _7 1771 ———————— - Project 15-:4" (swell help 5 2 CU roposed 'q- 0 1---------A it creen�ed—.�,---� L _J B Residence �1 34. L XL------------------------------- be selected ---------------------------- Dn. 5" new T__ T 51 generator For 'MeW _F 17'-6 2 - -i-41-1 i ------ ------- ;--line of sec.- new sec.-floor - - -floor above cantilever above N ew=-- 0 77777= 7- 131 decking to v 4CI-P6 -------------- -- Co- -er Ken a) __L___ __7 --be selected - - ---- --- i f AiC unit /vc;unit rph 0 0 ---------------- 'U 135 faim E- Z5 _N V.3 9 0 ------ rapped 1 .1 ---(see struc. plan) 4) 0 ------------ incovere -- - ----- --(see struc. plan) __I�------- -- ----(see --------------------- -----n earn P.T.1posts to be ew I ow porch b ------new low porch beam T_ Proposed A5. (typ.) E� Liz d __T L ,—provide 36"min. 42 ----------- --- tall railing for Patio __1___j landing to code CCulloch a- a- CL step (D 0) (see struc. plan) "�r��planting bed------t& 4" new low porch beam iriewi I A= LO t porch floor '36'!rni landing In -in- if required 0 planting bed__� step 1 1605 North Parish Drive owdap I iall railing, 4" LO decking to (10 stebe selected -�t Southold, NY 4"N estone T 5r _4 blu __T I —±g'-5 -pavers to be -±22 4 step steps center on door floor framing line of roof 10 above lelcted D A T parch floor Town of Southold U overlap Suffolk County C; of screen 32 —6'-31 --------------- 51" 51" 51- 1 1 Drawn 9, 2 2 151- By: 2 --5'-104 12-74 T T T 10'-71" 4'-6�' �A center on door 2 M.P. 10 35-111 Checked By: 2 screen porch taming porch roof taming M.A.M. New Job NO. _0312.�§�/40/� Walkway 2129 OF (see site plan) Proposed Porch/Patio Plan rF-,\ Garaqe :"i Sheet Title plan north New see floor plan Driveway STRUCTURAL NOTE (see site plan) sheet A2.1 Porch/Patio Plan See sheet A3.2 for structural plan. Sheet Number o ne to bTe----- ,ted f_T_L C T' J (C rs'-7 FLOOR PLAN LEGEND t75'-3" 4" 10'-54" ±51'-3" Typical Roof Deck Construction t10'-0" STRUCTURAL POST ® ,:;i;` yp min. (2)2x6 unless noted 2'-84" 4'-92" S-0" 8'-24" 9' -114" 10'-94" 15-94" C-52 " 4'-94" 5'-24 " otherwise on plans 5/4"x4"Decking set level over tapered 2"x4"P.T. Sleepers at 16"oc C of window 6,of window of windows of window of door 36"min.tall of post of post 3 ' and shower ; and bedrin. and bedrm. and bedrm. NEW FRAMED WALLS over pitched EPDM Roofing System o and loft railing all - over pitched 3/4"plywood sheathing three skies) 3 over tapered 2"x furring D A i C �,� TALLER/LOWER WALL �' or ' over floor joists at 16"oc _ _ (refer to sections) (pitch roofing to scupper as shown) A5.2 d _-- - - -- -- - -----:- - - roof below B roof below t -ra (see detail 1', same sheet) a C, _T _—__-___ ——__ ____ _-16'-6"_ = A5.1 3 n (see roof plan o -- p --- - -center on dox - ---- o ABOVE SUBFLOOR Pro osed\= ----_-� ------ � ----- ------=Uncovered- __ A.S.F. itEi,%. SOFFIT ABOVE/WALL /krCh Ct __Deck#2 221 ---_=be selected _. - _-_ 220 219 align with well below - - -- -- CABINET ABOVE _ - ----- - ---- --- - ---- ---------- align with wall blow - - - 21 Main Street Stony Brook NY 11790 _ = C TECO=INSTALL SIMPSON STRONG N I I LO •-KV clog' t t d `n = typ. I I stud i typ.stud i i potucket NV2 C-4v TIE JOIST HANGER phone. 631 686-6585 pocket I I pocket = fax. 631 686-6786 I I I b o o EXHAUST FAN (min. 100 cfm to be 36"'min. I 21 g I EF email. MMacrina@MMArchitectAIA.com j ! I I I I vented to exterior) . I tall railing i ! i i o +I web. MMArchitectAIA.com low wall' ! I I I I I I I I I N Hardwired/interconnected S.D. These plans are an instrument of service and are roof below ; below = " smoke detector the exclusive property of the architect. I I I I �-KV E (see roof plan) ; ! ; = Infringements of the concepts and design ideas �: I i '� ! i i I I I I � '� 217 216 ! I I I I LO presented on these drawings shall be prosecuted di n with wall blow to the fullest extent of the law. Copyright 2020: decking to ! . I I ' ' I I I I I g Hardwired/interconnected C.M. be Selected I I a� I I O 3 Michael Macrina Architect, pc. All rights reserved, o carbon monoxide detector >� I I c o = no art of the Ions may be reproduced without I , I oc o P P Y P I I I I Bedroom #2 I I Bedroom #3 = 3 rn the expressed written consent of the architect. j , I Ica- g o t stud N Thermostat _ _ >..I I New pre-fab as YP• I ( I I I E o o W.I.C. o �"�' LOft m 1 I fireplace to a 9'-1 cl .ht. pocket 215 0 O 226 Vaulted Clg. I I o i' ns Q1 I selected. Installed O 00 Do I I new flooring _ ! m 9-1 d .ht. Vaulted CI E o I I and vented up i 9 Drawing Status new flooring I I m a, 9 coo to be selected g Ln I ! to be selected I I o�w m ,_I I through chimney as in o Bedroom #4 Proposed I ( ,' ! � � �-- to be designed � o Pro os ' by others new f! m I I per manufacturer g m m I I - Addition to be selected �vl IsPecs. (center in loft) N p c I I I j ;Pr posed a i i i i new flooring 1 S.D. ' j • " ' ll I ! i ' N i i i i -1c� 1» to be selected N Ro f Dec�C' 3 rxa ! 51" » 52" f 32 ; ,» 32" » 52 5 » GENERAL NOTESIssuedto N ! 15-6 5-0 14-5- 12-0 t9'-61 1 1 ' i 1. ; 'i ! I I I I 2 I ' _ 25" 32 11 I » » 181" i i _ 17 N 32" 5 " +I 1. See sheet G-2 for insulation specifications. 9-0 60 x86"r.o. Buildin ®I I I I »in (desk haling); 1 1 2. Install all smoke detectors throughout home as required by - --- - ! I 1 _cased opening "' -- -------------- - ------------ I S.D. '� �ti ,_ _ __ ---------------- --- N 2 N S.D. the 2020 RCNYS, sect. R314 and noted on sheet G-1. � _ --------- G-3 5 C.M. _ _ low beam (see struc. plan) , = saddle = h'� t Hall S.D. J � M N 3. Install all carbon monoxide detectors throughout home as 227 - C14' ° S.D. Hall 16 "' required by the 2020 RCNYS and noted on sheet G-1. 228 M24 -�:J' 19 36 mm. O , NN i i , ___ � � � CM. tall railing 9'-1 cl .ht. 14 aThem.#3 - ---------❑Ecloset Dates � 3 �" dign with wall230 _ - N3 1 92 " 1" 34" 0 10'-8" 2 6 EXtE'rlOr DlmenSlOtl Note 11/9/22 Issued to Building Dept. I' -M� ! H linen 52» 52 5 » ,� c - EF A 3 _ xy Z:, = 214 -! �' ,A, o 1 0o r �H nen Lopen low Q 36"min. _ =�o- � I ! seat -- --" All exterior dimensions are ± to match " ZLO 18" .. ::::54»::::. - --------- 6 Study N be tall railing 2T iTT- existing foundation walls. Area of addition LO 9'-1cl .ht. oHVAC 5fi ,6" � locations and dimensions shown on Ian. Bathrm. #2 '. .. - --: �, chase t -_ B C) ._ _� �' o ; _ Toilet 1 to be designed landing laundry ;,_M io _1 231 o B _1 EF Tile Flr. - -- ,�, -' - N __ Room 1„ by others landing 10 gDo chute r3O�' 5 A pc� I i00 typ.stud � 1» 5 1»Pocket __ - 32 " 11' 0" 52 48" 6' 8" ) 48" t5'-1" - 72 2v- _ above 52 --� -- - P. st pocket 31" - 2; - - 1 o INTERIOR DETAIL NOTE EF N = N Hall M - - - _ shelf 3 _ _ 201 202 208 209 12 N N 1 3 , Cl o �� ` 5 » _ -_-, „ 5 " 7 �, See sheet G-3 for all typical interior details. -- 204 206 9'-1 d .ht. M 232 LO rr) - 234 N 203Lo\ 207 N 32 ;r, iii No. Date Description +I h s.O a cr t7-7 9'-0 0 -- - 212 „ 205 210 `� saddle 0 1 9'-1 clg.ht. o Project 233 - --Bathrm. DOOR AND WINDOW SCHEDULE <,7>6 o �1 typ.stud G-3 =co -is - 1 `1^ E pocket --_---_-----'-- E Proposed I e r. 4 ,/ i i /h P - - - -- ----- a I 9 2 See sheet G-3 for window and door schedules. 2, + t l I o G o f - A5 3 3 in A5 3 rxv ------ -------- ------------ --------------- - R-- ---- ------------------- ---------- ------- ---- - -- ------------------- ------------------- -- - ---- -------- ----- --- ------- ----- Ing ❑ _ eS. �. ------------------- - -�- --- -------- ---------------- --------------------------------------- ---- --------- ----- _1 �� � ------- ------ ,211 I Residence a r i �' new landing n N lin n roof below o (see roof plan) 5 " (15R,1017) Hall 3 » 51" I \ 2 STRUCTURAL NOTE }- 24" 36" 50" t7'-5 24" or ' See sheet A3.3 for structural plan. existing wall ezisting wall S.D. N Existing existing existing Existing = W.I.C. C.M. W.I.C. N Ken D A f9'-7" f4'-o"—� f6'-11" f6'-82" PLAN KEY NOTES Liz 5.2 A5.1 See sheet G-3 for plan key legiend. McCulloch S.D. 1605 North Parish Drive f13'-101" t13'-11" X siding Siding g Southold, NY 2 C) ex. ridge above ex. ridge above o Jurisdiction 1 - ------------------------------------- --------------------------------- -- 1 / _ I � � ��� Town of h Existing Existing / Southold E.P.D.M. /� Suffolk County _ Bedroom #5 Bedroom #6 -H � Roofing N aXi Ex.Vaulted CI " 9 Ex.Vaulted Clg. m 3/4- o \ ex.flooring to remain ex.flooring to remain 3 PIyP.T. z CG \ Drawn By: I M.P. Ripped :: ,,y s a /GX,- A Rc yiT ----------------- 2"x4" P.T. . Checked By: tc, Furring \ ±6'-71-- T ±6'-11 t6-11 T- f6-8 M.A.M. = Existing Floor �/ Job No. Q-; N Existing 9SJoist T 312�,r� �o/ `r W.I.C. existing existing W.I.C. +I 2129 FDF Ne Detail Sheet Title existing wall existing wellof roof deck at wall j f existing existing `f window of post window of window of window of post Second Fir. PIan -5 " 4'-5" 3'-104" 262" 21 47 " 47J--- +2' 21" 26 " 3'-101" 221" 4 4 t10" f3'-64" f4'-114" t3'-1 f8'-34" 3-11 24" 7'-11" 24" S-11 " 5'-81" t29'-0" center m door below f75'-3" Proposed Second Floor Plan Sheet Number -1/4" _ -1 '-O" plan north ._:! B FOUNDATION PLAN LEGEND D A A5.1 • STRUCTURAL POST 0 min. (2)2x6 unless noted i I I i otherwise on plans ►. I i f79'-3" i TECO = INSTALL SIMPSON STRONG I - - f37'-5" I i _ r' t10'-0" TIE JOIST HANGER 18'-0" t13'-10" (screen porch addition) (addition) '-101" 12'-13" o ' 1 i i i i New Foundation Wall --------------- 5 Mi C existingdeck framing 4 4 h4 Top of Wall 0'-0" new p.c.slab for -•i. i —line of existing g line of existing—�j i i: new p.c. slab for On Footing stair stringers I I I deck above above to remain g deck above i I I h stair strangers top of wall (0'-0") 11'-91 (see note'T') ...I . I I i i I .� --------------- 44n of ler 2 new steps above ij i i post from post from i i i ew steps above _______________ M -a r i n -a align post with P 24"x24"x4'tall post from 1 (see porch/patio plan) I i above above i I I I (see porch/patio plan) Lower Top of Wall /krchite� ct outside of wall above �I ' ' '� plan) p.c. pier i -i align i i I I. (see - - r - }. i i existing existin i I I ;I: --------- --- ----------- - ---- --------------------- --------------------------------- -------------------- -------------- --------------- 6"x6"P.T. post g" , ^y ' .' co% - - 21 Main Street Stony Brook NY 11790 . •. ----------------- ------------------------- ------------ ------------------ 00.2 ----- " ---- - - ------------- i -- ---- , e C Ng t13-2 1 L______J L__-- -..I� 1 .., L_--_ --_ __ , pin new fnd.wall --J i � A5.2 Rigid Insulation - A5.2 -- .I ----------------- - - I to existing each , Below Slab phone. 631 686-6585 pin new fnd.wall I -J side(see detail) 1 C to existing each 1 r--- ------------ --------- - --- - ' fax. 631 686-6786 1 ;� email. MMacrina@MMArchitectAIA.com side(see detail) i i JI post from i i web. MMArchitectAIA.com _ ® remove window I I I 1 above I �—existing footing New Poured Concrete for new crawl I space access i , to remain Footing 4' These plans are an instrument of service and are Proposed 1 the exclusive property of the architect. I Crawl Space , I Infringements of the concepts and design ideas IL------- ----------- 1 I see note � � � � I ---- -i presented on these drawings shall be prosecuted 3n n 1 same sheet) ,� LL: iT 1 Detail Symbol to the fullest extent of the law. Copyright 2020: 194 —10'-6" , I o c Michael Macrino Architect, pc. All rights reserved, (landing framing) o o �,, a� 1 _______ ___ I 2 2 3 I I c) - , r---------- , no part of the plans may be reproduced without = 24" 1 ' Existing N bo N bo d- I I I , the expressed written consent of the architect. 4'-44" 4'-44" 18"I v ,yam o� I i existing foundation I Required Hold Down _ cant, , Unfinished _ o -i o N , , wall to remain , Location (see detail) of pier of pier of pi+ _ ;,, N +I I i 1 T I , Cellar 3 +i ex. p.c.fireplace 3 ( 1 new 14"TJI-230 F.J. 1 Drawing Status io foundation to be I I I 1 �, ex.t7'-8"dg.ht. removed patch slab c m I 1 at 16"oc(10'length) I , F\� new steps above P i " = Post From Above (see porch/patio plan) , ±49'-11" I , _±9'-4" , o ' I 3n n 1n 1n ' I Existing I , 1 ,_-� -'-1 10-0- _10'-O" 7'-11� 7'-112" t13'-114 I 1 9 I 1 ' UTILITY SERVICE NOTE S s e ® new p.c. slab for ` ' __� i , � Crawl Space o i � A stair stringers r- ____------ ---;,------ , , l , ex. cl ht. 1 o i ------- -(3)2x81owbeam , I unknown -H ' - - - --f �� saw cut slab for new r I I ; General Contractor Shall (Locate & Stake new ste s above p ' 42"x42"x 18"tall p.c. I ' pI Building „ � I I , Out All Exist Utilities Primr to An Dept. = c c = (see porch/patio plan) i iLat x8' P.T. F.J. pp , footing with#4 rebar I ex. c. slab 9 Y � E i lartiyding 6"cc(4'length) lanydin i rat bex.fnd�wall ,: at 10�oc each way 1 "' post from 1 I to remian I pin new fnd.wall Excavation. The Utilities Shown on Plan cut t -�g , new 4"dia. col. above cut beam ocket 1 1 I to existin each �pIer10' P.T. ledger pier J -A and footing into ex.fnd.wall L__________________ ___J 1 side see detail are Approximate Locations Only. �-----_ �=-- r F_a _I _new W1 WO low girder _ _ _ ( ) \1 I `*~- 1 (under bearing wall above y --- ----- 1 ' i I 4ost from above t new 4"dia. col. I' , t6 I , i new 14 TJI-230 F.J. , Proposed C RAW L SPACE SLAB _ o step up footing t26 " 1 and footing x , i i at 16"oc(10'length) o 1 ... i Crawl o 0 ,yam. , , d'; 1 , pin new fnd.wall to post from post from w o = I 1 + i 1 (see note same sheet) '� new 4 dia. N _i g" 182 1 existing (see detail) above = above = X = I 1 " 1 2 Screed Coat over 6 mil, polythelyne vapr , M N� o col. and N , ` f9-4 +i -- footing �r = ------------------ ---- n m I LO . , I saw cut for new -- retar er ap joints as required) over clean Dates crawl space access ao (2)1/4'x14" �, (1)2"x8"P.T. �\ compacted fill remove all vegetation and ' co °' - E -Ivl ►e o c buck on all r- ------1 r----------- 11/9/22 Issued to Building Dept. Proposed ' - ' `� � v E t �, a , I �� gravel floor in well for organic material ( ) /�1 1 ro er drains a as -e p 41 in new fid.wall to ____ I Crawl Spa I ti 1 11 P -� closet �, _ 4 sides of c, i I r -; opening � g 1 window I per sect.R310.2.3.2 6 I existing (see detail) 1- 0 o 1 1 _ 1 ( 6x6 P.T. (see no a same s eet) , , , , v o U) teco F- " 1 , " post , , r- - c� ir, _ ' of the RCNYS(typ.) TYPICAL LANDING PIER 1 8 P I toilet above r �, ^ o ,-�, ', I C01 well ih 8� ., 1 �I I 3 , v ( r = d I = ^ m ladder(see note) 00 i 7'-31n 7.-2" 1 i ' c m i� L r,.. 1 3 toilet- -4,- I 2 1 saw cut for new - - u, .. o - w m , I Top of Wall 0-0 I I I I remove ex. i I I co above Unless shown otherwise on plan, all patop �_0 1 i new(3)2"x10" P foundation wall � _ _ piers are to be 14 dia.x Stall sonatube crawls ace access i (2 1 'x1 4"I I -' '•"� 1 ' I ' ,�, _ (see note'T') 1 I , teco col.on E ` J I r---------- o m •a I �, c r I I i he d v in I e I , poured concrete pier on undisturbed soil �I P.T.low girder i o 1 a, - P 9 24 x24 3 X 52 " " -, 0 1 _ _ _ - _ _ I new 14 TJI-230 F.J. i o� _I 0,3, co I I , I footing m = -H \ 1 I 8 r----� N o c o , _/ L , , , at 16' oc(10 length) pin new fnd. I c-,t i I Top of Pier to be just below grade CL a a�1 I New CO , 1 I , wall to existing 30"x80" -- - 8 10 T _ I 4'-6" 1 i C: o I I 1 (see detail) ,----- -- _ ( ) landing M = " I " i Crawl L_J -------------- I d 1 f--------1 3 total a� I 24"dia. pin new fnd.wall to -------------- ----------------- ------ -----� N , i 5-2 i 4-10 d- pier existing(see detail) 1 Space rn P --=----= --= --- ---- —---_---- I - -eXsteel beam w - i i new C i i generator c _ - - - - _ _ I ex. pier to I I units I 9 new I strap as r details ns 1 (see note d L r---_ _- --_- -- oo , n 1 remain 1 I above I above same sheet o � 1 I newt"x10 P.T. ledger pin new fnd. I II 1 I i i i I o TYPICAL PORCH PIERS �- �, align align wall to existing remove window and 11 II , Existing , 1 L__ J _1 I , i x g patch dosed with I 1 I .. 9 1 I --- �----� _ �\ `�\ 36' min.clg.ht. C14x o 1 I g -; o, (see detail poured concrete or �• , , , i P.T. led er i i ______ , Description n ) / newt x o Unfinished "' +I 3 = , t24" , .-,�., o, '� (D = concrete block.pin k I I 1 , Cellar , 1 1 r-- --� - = Unless shown otherwise on plan, all No. Date o (° , M Top of Wall 0'-0" _ o� new wall to ex.each A, I 1 I 1 a, I i i. " I I porch piers are to be 18 dia.x 6'tall I I I 1 .-icv E I- bo _"E , I f�-2 , P P I 1 a -- see note T `o side see detail Q 11 1 1 1 I i Top of Wall , , 10" o porch ( ) ' ( ) I I I ex.tT-8"cl .ht. _ 1 36 I I i FI undisturbed soil Project , , _ I 0 1 i I 1 g o 1 i in sonatube poured concrete pier on 1 -H 1 , ;� o 0 o r- o I saw cut or to 3„ t6',-2" � �� �� x typ.porch typ.porch �+ 1, ,I i i i new crawl typ. landing pier I , 33L �4J L______J p J tYP P (see note'S') -----J 1 P1ef N pier pier �`�� 6x6 P.T�1 I space access new 14"TJI-230 F.J. of pier A5 3 To of Pier t3 total st.below grade Proposed E �, �\ 0 6 ,.P.T. 6"x6"P.T. k c 1 I I A5.3 `� `-----�--- ----, -------,-- Post I I I , I I 1 new(3)2 x10 P.T.low beam �j post post new(3)2 x10 P.T.low beam 1 1 1 1 1 a N _-_ - _ _ ____ _____ - ' Z"x10"P.T.F.J. I I 1 1 at 16"oc(14'length) ---- r --- ------ ------- ----- - - - - - ----- ------ - ------ ---- -- --- at 16'oc 6'len h Istrap as per d _ , st p details on sht A6 1 Residence a line of deck i I line of deck new c.slab for ------- _ � � � Jr = i� � i � i i i 2"x10" P.T. ledger 11 .a i. �- . n 1 ': 1 .. P To of Pier above L_ ____ J above '`xd _ I I 1 I 1 stair stringers rid E NOTE 'T' = step up footing P ----- ----p-------- - `o , 10 5_4 8 I at 116 0 (4 length) j' _,wCU - flush with grade i ste s above i = M „i „ floor framing ,1 1 1 0 - -------------- -i 4'-2" h ' t11'-10" 1 i seeporch/pationew aIan M `r +- bove General Contractor is to adjust the r- ------ ----------- ---- -� \ I 1 I I , (3)2"x8' low beam 1 For ... . .... .. .,. L--------J u L----- ------------------ ---� �- LI -I '. -------- _l -- exact height of the new foundation wall = to align with the existingfoundation wall. I o new p.c. slab for Top of Pier 1 r- -- - --- ----- ___1 1 stair stringers flush with grade-0- i i Top of Pier 6"x6"P.T. I 1 Ken flush with grade post I I NOTE 'S' 10" of pier of pier 9-83" 9'-61" 10'-101" ±19'-2" 26" ±5'-6"— & Liz I I ' General Contractor is to adjust the „ 4 , 2 4 ; ; 10" ; ; exact height of the new foundation wall f12'-74 ±30'-111" so that the decking is 5"' below subfloor. McCulloch ' Existing 1605 North Parish Drive a ; Unexcavated ; ; FOUNDATION PLAN DETAILS Southold, NY I I no work to be _ i performed = SEE SHEET A3.6 FOR FOUNDATION C. of i i °° i i PLAN DETAILS. Jurisdiction N N I I N 1 1 N +I +' i LADDER NOTE Town of Southold existing p.c 1 , slab above to , , steel or aluminum ladder to be painted and secured for fnd. Suffolk Count I I remain I I wall with a min. inside width of 12', shall project a min.of 3' Y 1 from wall and shall be spaced a min.of 18"oc vertically for full height of well as per sect. R310.2.3.1 of the RCNYS I I I I I 1 I I Drawn By: TYP. COLUMN & FOOTING M.P. I I I I C? ,�P� °'- 'r'•�, I ±27'-8" HSS 4" dia. x 1/4" Thick Steel Column on Checked By: 1 i I I a 42"x42"x18" dee poured concrete M.A.M. existingfootingp p .� footing w/#4 rebars at 7 oc E.W. (unless �\ &-i_--existing foundation to rmain 1 i J } I I wall to remain I I Job No. S,. ` 12 6r I , , I noted otherwise) � L------- ---------------------------------------------------- --1 2129 ' N, ------ - I 1 (4) 5/8"dia. bolts 4"dia. steel column L ---------------------------------------------------------------------------- J Sheet Title 6"x6"steel baseplate ex. P.C. slab f5'-104" ±12'-74" -, : Foundation Plan ±18'-52" t30'-112" f29'-0" (screen porch addition) _ 3 ±78'-5"- 42"x42" D A g 42"x42" A5.2 A5.1 A5.1 (4)#4 rebars at 10"oc each way Sheet Number : Proposed Foundation Plan plan north LEGEND - --I - �� = Indicates Bearing Wall TZZZ-Z7Z,7-Z - _F NA_ - 1 C, --- -------- -------- - 416d � C rMI n I ------ r T- --!--- - TWO 16d Architect -------------------- ----------- _-__._ _,_� ----- - ---- _ - ---_----- ---- 21 Main Street Stony Brook NY 11790 5. _- - 11il�e�fziectt abeve - _ - 2"O.C. phone. 631 686-6585 provide blocking --- - - - -provide blocking - ACER for bracket _ ---for bracket B fax. 631 686-6786 - —r-4 Z x6' ost GERED ina@MMArchitectAlA.com -- a 6"x6"P.T. - _- --- __ __- _- - ---- _ _ -- - -- - — tt ch =_dine of roof above -- _ -- web. MMArchltectAIA.com attachment attachment_ email. acr - - -- __ _ b Wpost to be i__ down t f d. - - -- - - --__ rapped - ' r------ _�__� r_ _ _ -- - t -- _ --- -- _ WALL These plans are an instrument of service and are _ ------- wall below - - -- - T--=a-- _-- - - -- -- -r • 1 Id with STUD 3 1%4'x9Y"Ivl low beam 13/4'x9Yz"Ivl header- 3 1%4'x16"IV[header I 3 1/"x16"Ivl header --- 3 " Rigid Insulation ________�_)__ -_ _-------__ -r 3 -- -( )- - O -___-f =, (3)1/a x9Y"IV header -_-= Priorto ea Infringements the exclusive of the conceptsof the aand architect. ideas -- - - _—__ �- - L( )��- -- _ __- ___ __ __ ___-__ --- _ -�_ --- _ — _- ----- --- _----- O Sh th'g presented on these drawings shall be prosecuted - - - - - - ---- - - - - - -- -- ---- - ______-_- he lest extent of the law. Copyright 2020: C + - o C Michael Mlacrina Architect, pc. All rights reserved, it .-- L r - ED „ „ „ no part of the plans may be reproduced without _ I - 1 X11 (4)2'X6"post (4)2"x6 post >� = (4)2"x6"post (2)2"x6" (2)2 x6 A5 2 the expressed written consent of the architect. .4LL 5.2 I—!, I I - - -- i „ I own to down below I I down below ti I down t' wall below lack tack -42)2"x6" (2)2"x6 2)2 x6' -... x u_ _ 0 - -- - --- -- --- - - -- - - C iIi - ---= o lack lack > - x ° ` SHOE ---- - - ��_ _ _ - ravel Status . - - �- - - r - line a' a N Drawing r - -- T above - -= x c line of roof above --- - --- T� L �-1 -� -- i i deck �`M I I I N ---- ----------- ----, - ---- 1_ _____� � -_� i � � IL `r _ v `� bracket above- ) i i of typical exterior f -- -- i -- I I - - I I I partition intersection ---- -- ! - - ]-new 2" JO Detail -- -- -- - c 12-len th - - - -- , I I � ; ,n I 0 I � � r - „ l l-� - J I 'I a 16 g - > j �6 �6 f6 y� not to scale uuo to e �, rovi -- o > . — — — I - 1 : 1 ) I 3 I Cl)o - 3 �� �? C' (2)2„x6„ I v` � t 0 - -- E 0 0 `� = PlayRoom co co post blocking for o ■ -- - -- --- -� - - -- - i -- -- I NeW -- - -- - - (� �I� iI cI cI H o � ` ,1„dg U bracket �IX Builodlia, e ■ - - --- I _E;-k '� I l ' rest 10- ht. attachment - --- -- - � - Cal - CovereQ -- -' a� j o -; ,/ I- o N FILLER BLOCK j m 1 j Outdoor L LL: II �I c av _ Room `° - - - >11 1 --_ :IE -I .I — ------ -. .------ Itch � I l - ----- -K l- -@ Il !--T- -- O o I 10'-1"cl .ht. o O O TOO FILLER - I b w -- - - -� --- _ t xNE 16d -- t E BLOCK ti o THREE 16d '1 0 _ Bedroom #1 TO FILLER - _-------�J \'i r--- BLOCK -- I N -- — -- i - -- - 10'-1"dg.ht. - - Dates I i I I 0 16d 5Y4'x5%a" I 5Y4"x5%4'versallam post I ~ STAGGERED D t 2)2"x6” landin 2 2"x6" -- - ------ versallam post `O _ - g _O P down to beam below (4)2"x6"post 12”O.C. 11/9/22 Issued to Building Dept. --jack— -lack------- down to beam down to beam VERTICAL - i - 4 2'x6" o t down I , -- below s „ 3 „ ----,-- - - O P - I - s „ ---_- below --- -- �- to fnd.wall below !I - --(3)1%4'x9f/z-Ivl header- (3)1/4 x16' Ivl low beam (3)1/4 x16' Ivl low beam (3)1/4 x16 Ivl low beam __- ^- _ m -v THREE 16d -- - - - - ti - --�"x6 C.J.--- ---- 5% x5Y4 post from m I 14"TJI-230 F.J. - - --- -- „ o_ I _ e - ------- I � L- I --o,� --�,-. _ � ridge beam � „ x� r+ ,, r at.-16 oc - versallam post 9 10'-1"cl .ht. ° TO FILLER - -__- P at 16 oc(6'length) -.�� � 10d TOE- -- - ' __--__-- down to beam above 3 -- - _ - NAILED ° ° BLOCK ,I a ---- ---, --- - 1x14"Ivl under wall above-- > -�� below L (2'11%4'x14"Ivl flush header hanger\ I v� - closet TO SOLE - - - �- ---- - - - _ -- _- - T - -� - _ _- hang a SHOE _ --T n er - f - --- - ---- , r—i— roi Zo er > new window N a� N Ii - r' o Bat�rm. # = well below - - - - -- - I I - .I i, x I -- - - ai v r �.� - -- --- _ - -- - - T-- --- �- - - � --- ----T -- -I---�-- � -I ; m I -- --- PRoomr �` �' �' I � :.. -n' (� ' i \\' - - I 14�'Tdl-23C�'F..). �_ - - N N I -i - at)6"oc(14'length) No. Date Description - --- --- -- - Detail of typical 9 } o � � �- B ---- - N I a� 14 -TJI-230 F.J. Pant \ --1-- - - �- ---- -01 _� at-16 oc-t2aen th - ----- - F- 10'1'cl .ht. I I; exterior corner post --T - .L- - -_ �._� ! -9.x6' J > - - - ------ -- ( I Project . 1 -, 1 � I I - t - „II „ „ I \\ / ole - ----- - --ice �,I --afT6 0� - (2)2 x6 I! (2)2"x6" I I - �Y\ - -- - not to r� ----- —� m ! 2" -- - - scale ---' ---- x =---�- - la la _ 642 --- - -- - i -- -� -- - -- - -- - - z, - „ - - - � new jack jack I I , j �3)2"X�D hdr. r - -i -- --- -- Proposed tor 3)2'x10"hdr- -- - -- 3 13 ---„-tA -- 3 2"x90' hd - , - i - ea L ndResidence 2x6"ack --- --- �I -- - -_ --- - - '1--, = -, i ' Rom ,o -- - �) 1 - -tern-\--- - --- --- --- -1 -- - -- -----x I i x T -- - __ Ha 0 1 M -- - _ N _ ----(2)1/x14-tyl under wall above _ x - - _ -- - _ --_- - -NeW- --- --6„x6„ - _ � o m \ N m - „x6”P.T.- - 6„x6"-P.T.- For- OO -- - _-- �I AiC unit -- h ,� -- ------- I -- -Covered -- osttobe- - j '`� ;! �- 6N C`un t e +9i,. - - „ „ r - ---- -- st to be - - - ---- - ost to be P ---- - -- - <' ---------- - - - - - p 2x6 C.J. --- - - - -r> - -- -- - -- - - --- - -- p --- --- -- --- - -----mapped- I y I ' o I E �� �� _- ==at_16"mac -_ -_- --- _ -wrapped- - -- - -- - --wrapped--- - - ------- - -- I E Porch (2)2"x6"jack - - - - -- - -- --- - -- -- ------ -T ---- -- - - --- - - - -- ---- T - ,- - -- --- -- _-- _ � -- -- _ � - - r- -'-_�.� _�.-.. I� ' H ' I I ! 'de blocking for---.- -� 3 1/ x9/ Ivl - I- -- - 3 1 x9 'fvl low beam - 1 111 p g = -4-. bracket aboveKen - - O 3 „ s „ O 3 , „ 3 „ - ; bracket attachment -- ---- ”- ( � ( � (3)1/4 x9'/z Ivl low beam 3 1/'x9'/z Ivl low beam O /a /z > u I I U d r00m, , o ---- - - ! - - 2 2"x6" header 2 2x6" I E - __ --- - - 1 T lack lack „ co!I I O > i - 70 I o a� ��-- --- --- -I^ _ - - - --- -- post to be x I; 14 TJI-230' - - ( c p > - - I s & Liz F.J., o -- - -- - - -- ---• - pp oc 16 len th o x o I w o # 9 ) I x c I� - --- h- --- - --L L-- --- I wrapped - I � an, ~ --, _� - - -- �. it I - - -III - __- I new(3)2"x10"hdr. McCulloch : --- a L . rteI - _ -- - -- f -- - :___ � (4)2"x6" new(3)2"x10" i I ii III existin 1605 North Parish Drive Post header I I post g II D A Southold, NY A5.2 A5.1 I I I Jurisdiction Proposed First Floor Structural Plan L Wi �I �Ilf 1/4" = 1 '-O'• N a I I Town of Southold X EI I plan north � i Suffolk County -Gill I 31 I of I I I I a Drawn By: - b M.P. Existing O 2 2"x6'� Garage i i post V Checked By I I 3 M.A.M. I I Job No. :, � �,12i3�.�� O ami i i 2129 _- rni I iIi = ' I Sheet Title X I existing F.J. existing F.J. to remain ' I to remain First Floor III Structural Plan I I I I I I (2)2'W" i i (2)2"x6„ post iIi post new continuous(3)1%4'x9'/2'Ivl header I Sheet Number : LEGEND Indicates Bearing Wall TLT_L7_l7_lZll= -K-A- i h .-a (a I PLATE M .-a C r n .-a TWO 16d Ak rC h i tE:� ct 21 Main Street Stony Brook NY 11790 16d 12"O.C. 631 686-6585 —__ -------------- 'i TO SPACER phone. 631 686-6786 STUD I�— --- - _Proposed--- ----- STAGGERED email. MMacrina@MMArchitectAIA.com '_Jncovered j A5.1 web. MMArchitectAIA.com =Deck-42 — ---- - - - _ — WALL These plans are an instrument of service and are FIII Void with STUD the exclusive property of the architect. Rigid Insulation � Continuous(3)1%4"x11/$'Ivl header (3)2"x10"hdr. �� (3)13j'x14"'-Ivl header I Continuous(3)2"x10"hdr. g �� Infringements of the concepts and design ideas -.----------------------.-------------------------------------- - ——-- _. ____ ,_ _-- Prior to Sheath' presented on these drawings shall be prosecuted ------ - -- ------- ---- - -- - ---- -- -- --- --1----� -- — --------- ------�., - -- ---------- - ------- - to the fullest extent of the law. Copyright 2020: _�. PYr I ! PT ---- - I Michael Macrina Architect, pc. All rights reserved, 2 2"x6 I 2 2"x6' 3 2"x6" I I post from 3 2"X6" 2 2"x6" C no art of the Ions ma be re roduced without O { ) ( � ( � O P P Y P A5.2 post i post o Jack i i ridge beam Jack post A5 2 the expressed written consent of the architect. post from ride x 1 1 above \ - P (3)2"x6" i beam above clos> I o SHOE M 1 I X Drawing Status ! ( ( I Ir1F- J ack i i I I _ I I I ICV 2"x10"C.J. " f Bedroom #2 at 16"oc21 W.I.C. I ' (8'length) a, of typical exterior ! I I' j a Loft o , = Detail partition intersection Vaulted Clg. I lY- 9' C I 1 -� a� continuous(3)2"x10' hdr. I' i i Vaulted Clg. ° i i (2post 1 �� o —� not to scale _ Issuedto a� v I I � I x o (2)2"x6" 1 -o ! I I's 1 - N = post ! ■ ■ ,x I ; I sloped Bedroom #3 p ! C sloped o o f i ceiLm x X m ceiling X o g - B I u I I� o e ■ (' I - 1 I M �, 9'-1 clg,ht. N FILLER BLOCK I E iv i F� ROOF PLAN LEGEND ----------------------------- BELOW ROOF ----------------------------- 12 ----------------------------12 INDICATES ROOF PITCH � X BEWALL TITLT_LT_L7.1T_- M i C h --a E� BELOWLOW ROOF INDICATES AREA OF OR M -a r DOUBLE ROOF FRAMING A5.2 A5.1 /krch itect INDICATES POST BELOW INDICATES STRUCTURAL 21 Main Street Stony Brook NY 11790 - - post ridge beam down to post ridge beam down to BEAM BELOW ROOF hone. 631 686-6585 header below with header below with p new 2"x10"R.R. (4)2"x6"post(see detail (4)2"x6"post(see detail B INDICATES SEQUENCE fax. 631 686-6786 at 16"oc(4'length) 'A', same sht.) 'A', same sht.) A5.1 OF ROOF FRAMING 2 email. MMacrina@MMArchitectAIA.com new ±16" fascia web. MMArchitectAIA.com overhang new ±16' fascia overhang new t16 fascia overhang __________ new 14 fascia overhangnew 12 rake overhan new 12 rake overhangThese plans are an instrument of service and are INDICATES AREA OF the exclusive property of the architect. -------- -------------T- - -- - -----�T----------- I I P P Y r--------`- ---------------TT l- - - - - J-- - - SOLAR READY ONE I . .- I Infringements these the concepts and design ideas - - - - - - - - - - - - - - - -- - -- - -- - --- --� TT- ------ - -- ------------------ ---- ------- ---------------- --- - - - - - - - -- -- - -- - - - - - - - -- - -- i resented on these drawin s shall be `Tl_I lll_L1_I_ ---- --------- --------------��----------- -----------��--------------J---------,�I 1_L1_1� - ll_ ----- ----------------------------- ----------------------------- ----- --I_ -I_TI-- T1JTI_Tl_I1�ll_I_I_T_I�T_I�11_ I . .. .... to the fullest extent of the law. Copyright 2020: p g prosecuted C ; N ( ; ; C -_-- --------� Michael Macrina Architect, pc. All rights reserved, r new 2"x10"R.R. new 2"X10" R.R. "' new 2"x10" R.R. a /� new 2"x10"R.R. �1 no part of the plans may be reproduced without A5.2 at 16"oc a) at 16"oc ( at 16"oc a) at 16"oc - r-� A5.2 the expressed written consent of the architect. > J (14'length) (14'length) '�/; / (14'length) (14'length) /; LO rn / I ' U 14 14 ; 14 ° 14 0) NOTE TO FRAMER Drawing Status 0 q7q 12 > 12 ° 12 > 31" 12-5 N r'12 / �`� - oQ` �� - �12 �Q< IF- 1 1" Q new ±16" fascia overhang ° ±;,�� �! ?� y ✓ i f (o ; ; All overhang sizes noted on roof plan are 'l Y o X i o�� �' i �1 -` �--------- rough framing from outside face of stud wall � 1 o M x•, / 'o� M ,�•, 1 10 � �-l_I- - -17II7�TZT_ZT��l_Tf� E o , Go �, ; , F 1 to outside face of sub-fascia and sub-rake. to ,/ f/� 0 �_ ITF X � ; C Buildiny new 2"x10"R.R. Proposed ✓ ✓ / �O N L o41� 0 1 = L 1 O F_i straprafter to at 16"oc(4'length) O ,; N / N �! U N o �� > ridge beam with Roof Deck d (� 10L Ali i 10 ( j ; > - ! ; o > p Below N N a3i �� new roof / �� I (—new roof -________ C C 0 Sim son'H2.5A overtrame ✓ overtrame N (see second floor plan) post below N 0 p � (see struc. plan) j _ p U o O l Ica I 1 L E f I /! J i -0 C- new 13/4"x14" Ivl ridge board ; 0L vi U new 13/"x14" Ivl ridge board i t3 p g J ridge board?', a) � ; ; __ O new 13/4 x14 Ivl / " Dates ost ridge beam down ✓ post ridge beam down .0 CO ' `- ------------ ------------------------------------ ------ post ------------ ------------------------------------- o� to beam below with I / to beam below with I c I a ?_; N " It 11/9/22 Issued to Building Dept N Q 2 (4)2"x6"post(see (4)2"x6"post(see +/ __ detail'A'�same_sht. --------- __detail'A',same_sht. ____________- _ I C 3 -T- --- ----- ----i------------------------- - -- ------- ---- - - - - ---)---- -_�o below 3 0 T t 1 •— r-1- -- r ---- ----- l-- -- ------ 1--- -------------------------- ----------- ----------------- -- - - ; I r � [I _I Q N (see stiuc. plan) �� F_1 E 3 N " 1 O C 1 a 0 N 1 O N o ,e� 1 new 24 fascia overhang i -- --------------------- -------- ---� - ---------------r 11 , I (( I 1 O �� L '7 - ---- ---- --------------------- ---------- ; E ----------------- post below each ! c j Q "" side of beam j ;11ew 2x10"R.R. o (see struc. plan) r- o o i at 16"oc �� /�¢, _ I A% ___ -T___________ __i_____________ l_____ _ _____--1 LJ_ 2 1V I I i - 1 L_ I 1 11 ,0 1_�'TI _I_T_/�ITlTITI- Z11 1 - 4 -- - , ;- --- - -- --- - --- - - -------- - - --- i o 'v �� o v , �KZ --j f- - -- -fIT1T1-1. cV 3�:I , ; + �- - f- --�f1f1- - - - - -�- I O O Li I �� � v 11 X I I -v ; i ilCi &_ i� o �� ; ; _ , i Roof Rafters Ridge beam N _ O io ------- hi m 12 s ----- 2 1 TL C:m 1 -� 2 ; ; o new ±16 fascia overhang Cn �� ` � - ; s�� ; new roof - p 1 p '� t i C t r ; (a I I C: E cD , ; overtrame ; �� k� ' `-- --------------------------L --------� ; •rn , s 2„ new 2"x10"R.R. " r------J '-- -- 1 ; ip @� � - - Plywood Filler > ; ;/ x�2"h 2° IV11 a - at 16"oc ; ; x ; j N ¢ each side 0 h s ^ ; ; No. Date Description —�� - I r; 3, "' ; I �A new roof ; i- -- new roof 314 �! g _;_,__-_ ___________ 2� �1 overtrame ; ; ;overtrame co Project . ----------- / ?" I rS`� _ \ ; _ 3 �" ; ; see plan for post size --- ---------------------- I 1 -- ---------' �n 1 � � i 1 ; ; i ; _ _ --------- flush _ „ " Proposed nevi✓ "x10"R.R. new 2"x10" 'R. flush beam below ; flush beam below (1)2x6 each side to _ _ 1Ii'11111_ - l� /I 2' R: TI_TI_Il1T.lI_ �- Upper Turret �'= y `� 1 _ a 16'_ac_ 18'len th _________ __ ___________at16"_oc 18'_en t1 (see struc. plan) ;(see struc. plan) sandwich ridge beam " Roof Assembly „� rQ o� J ` ry �' oo i ov6" fascia _-T------- --- --�-(- --- --g-)- ------ --------�_----------------n-- 9 �1--- i / new f 16" fascia f/ 2 . , ��f � 1 r ---- --- -- ' ; Q Residence c erhan overhan ;�v. _-------_1 ___ 2"x10"R.R. at s} �- �� Y post below - ------------------------------ ------ -1 P �' jJ �, 1 0° `nevv ''A 2 rakes' _ovot=han,g (see struc. pa ) v 16"oc(12'length) 1 , f, o I o post belowL os ef. _ °� ------------- ---------- - Align (see struc. plan) 14:12 pitch (typical) l, o l -_ _ _ _ 5 I •• 1 T T - . , T Ali ri ., „ � �" , ' �' 4 '�0 9 ------------ -------------1-- new 24" fascia / new t16„ 41 ; new 24" fascia overhang 1 new 24" fascia overhang overhang ��` Y �� ; ; ------ - ----------- o f o fascia Ridge Beam Post Detail ° �� I new 24' fascia 24" fascia 24" fascia ` a j i_ For jj V overhang °sl,�' new 24" fascia overhang overhang N overhang new 24" fascia overhang overhang N cQ t f '► V, > 1 T_ _ //' new 2"x10"R.R. new 2"x10"R.R. 0 A5.3 °L°~h 1.�' ti j ±6 2"x8" R.R.for ±6 "} o at 16"oc(16'length) ? at 16"oc(16'length) / E o I bay(typ-) o ✓ A5.3 09 lZIIIIT Tl- ZT_TTlTTT_l7.7�- � ✓1lI_T1_Z1Z1_- T_Tl_Tl_Zl_If-✓Z-IT1TZfIT1T1_TTZ _ - =1Zfl-- -ZIIITZTIZITIlI � o ' ' (o _ Ken 01� X -------------------------------------------- I 14 " f new 1 f overhan ,I N %' �;g2"x10"hip 2"x10"hip new 2"x10"R.R. 14 'I 12� 12new 24" fascia overhang_ f---- & Liz Lower Turret newt"x10"R.R• adjust roof pitch as rafter rafter at 16"oc �' 12F a, 3 r new 12" rake overhang Roof Assembly 1 0 length) necessary (10'length) �I c I I --------------------------------------- ------------- -------- 9 at'le t second floor window a / see front elevation ,I r 16 xoc0len th ( 9 ) ( ) `- ---- `_ _____________________________________, MCCU110Ch (16' pic ----- ---ome -- ; ------------------------------------new2 x9-- R.R.------------------------- 16:12 pitch (typical) new-6 rake overhan f, new 2"x10"R.R. I , at 16 oc6 length) 1605 North Parish Drive at 16"oc new 2"x10"R.R' (over ex. roof rafters) Southold NY (6' length) at 16"oc(26'length) j n " la ascia (over ex. roof raq4rs) D A .� '° Il- -7_l1-IZTIT_IT_T_%%1ITZIZII_ I _ ex. beam below_ Fi� ZIZIfI_ZIIZZ7/ r A5.2 A5.1 � 7 Jurisdiction j �m� ex. post ex. post �` 1 1 14 below 14 below ���Q i_ rn Town of Southold C Proposed Roof Plan L F ' � E ex. roof ��� 12 F- -0 �12 � E ' I ° Suffolk County rn m o to remain °�` o o ex. roof X °' ; II a 1/4" = 1 '-O'• o to remain o plan north > E ; s� ti ; j o o O Drawn By: m - •. o 1 0 t A o I s^ existing roof " � existing roof c�' �, a, M.P. �� C •° F-� ex. ridge to remain rafters below c° rafters below ex. ridge to remain �- > 'o o o r to remain - 'D o _ Checked By.. X to remain o Q c�VrP ,�� � it { 1 M.A.M.ex. roof 3 N; - C: Mj to remain a°� c ��.� to remain � ; I ani ex)roof N Job No. \�4 6, (D new 2"x10"R.R. new 2"x10" R.R. o m ; c 3 4 312f3 p, rr or NES N j (D o ° at 16"oc at 16"oc �° a) o c 2129 ,.. (over ex. roof rafters) ! (over ex. roof rafters) N Sheet Title ex post ex. post 0 c° below below �°s^ C ex. beam below ex. beam below 1TZT1T_Tl_Tl_Il - - - - C Roof Plan " ex. post n 12 fascia below new 12" f 'ia g over an� Jove an new 2";X10"R.R. new 2"A 0" R.R. 14 at 16"oc(26' length) at 16"oc(26' length) 14 (over exIoof rafters) (over ex. roof rafters) 112 ✓��----- 2 I I - , , -- ----- ----T------------T------------r--- ---T------------T------------r--- ------------------------ --------- IL new 1 2" rake overhang new 24" fascia overhang Sheet Number Braced Wall Panel Construction Assembly Table R602.10.4 of the 2020 RCNYS Method CS-WSP: (continuously sheathed wood structural panels) Exterior sheathing(min. 1/2"plywood)attached with 8d common nails(0.131"shank x2.5"long) at 6"oc at the edge and 12"oc in the field and Interior gypsum board attached as per table C R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details, this sheet) i n BWL A BWL B BWL C Method GB: (gypsum board each side) � Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. rC h i to ct Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, 5d coolers or I 48" 46'-0" 10'-0" 48" gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. Screws to be 1-5/8"type W or S. 21 Main Street Stony Brook NY 11790 offset spacing between BWL A-B spacing between offset Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing I BWL B-C I on exterior side fastened as per typical nailing schedule. phone. 631 686-6585 IBWL A BWL B BWL C BWL D Method CS-PF: fax. 631 686-6786email. M Macri nag M MArchitectAIA.com I i I To be constructed in accordance with figure 602.10.6.4 (see detail same sheet) web. MMArchitectAlA.com These plans are an instrument service a nd a re 48" 20'-0" 23'-0" 10'-0" 48" the property of the architect. offset etween BWL A B spacing� g between BWL B C spacing between offset In ringem the concepts ideas presented on these drawings shall be prosecutedBW-C-D to the of te ht 2020: ulles tent EX,St,n9- - -= - - Sheathing Joint Note Michael fMacrinaxArchitecthpcaAll r9h s reserved, - - -- - - - -- - - �!ric - - Uncovered - I I I o part a plan may be reproduced without -_ __ovL Deck--- - 3.5'Wlde B.W.P- I- I the p essed wntten consent of the architect. t- -method CS-WSP n o h ex r - 3.5'wide B.W.P 6.5'wide B.W.P 3.0'wide B.W.P �_ _- _ --- _ - _ - _= = -- ---------- - --- method CS-WSP method CS-WSP I method CS-WSP I All Vertical Sheathing Joints are to occur over studs. 4. wide B.W.P - - T- 1 i3.0 wide B W.P _ ------ _- -- method CS-WSP - 3 2 _, - - _ , B.WP --- - al joints in a braced wall panel are to occur over Drawing Status 2.5'wide B.W.P jnethod CS=WSP - _ - - _ Uncovered __ri _ I =t= - _ -�_ I method CS-WSP method CS-WSP method CS-WSP �- - - - ==:t --- - - 1- ,�-_- __ _ ----Deck#2__ - = 2"x6" Horizontal _ _ \ , t-_ _ _ -_- - _-_- _--_-- ( and fastened to 2x6 horizontal blocking ----------- - _ 11 --- -- oo N i=====----=====I- I I i i ;/2.3'widl B.W.P a� - o I I 11 method S-WSP N - - Braced Wall LegendIssueuto -.-, - - - - - - -�� � - --•-- - - - - - - - - m race a egen m � !I ----- III � I l 1 I I I I I I I 1 c 6:0'rWldi?B.W.P,, III % I I l I I I 18.0'woe B.W.P � �metFiod CS-`WSP � O 1 I BuildinL hJi � - - I I 13.5'wide B.W.P\ "I i�! 1I I methodlCS-GBI d t tw b d III� I iIg CS-W P I ! B droom#2I1Bedroom 3 1 [- -5'-2 - P- n ica es spacing be een race wa ines DepL.- method Covered-. _- p ;; Great 1 I 11 Outdoor �l 1 I Room I I N !!, I ! I I 11 N --� - --- -- I I W.I.C. 11 I I --- �r -Kitchen oo ;� Ilii; o0 II I1 N 12.0'wide B.W.P Roof Deck : Loft 1i.�-_ ---i- r Pla RooI I J method CS-WSP - Bedroom#1 I 1 1 1 - i m I jI I i i I I i I I Bedroom#4 Indicates braced wall lines O'wideB.W.P- -- N B'W.P.: I ill ' ethod CS-WSP f I "' wid I I i t 1 1 1 4.0'wide B.W.P ;� m I I i i i t i i method CS-WSP N -y_- -- -- - ---------------------=a=========n=====____ _ - _ S `'_-- I�5-WSP ----- --+----- tL-------- Hall 1 I - - - - - - - - Indicates braced wall panel ~ 1 Hall Hall Dates . - n ;'% 1 method CS-WS method GB e l r - 5.0'wide B.W.P 10.0 wide B.W. N _ ;, athrm. 3 i CL B.W.P. Braced wall panel 2 Issued to Building Dept. - ------------ 1` I - -- - -_ ----r--I 1 --- - - - - - T ,- I I a 11/9/2 Bat rm. 1 , �, 13.0'wid B.W.P Braced wall line intersection method S-WSP _ -8et ------------method - 6'-0" o.c. 6" min. CONCRETE 12' max. TYPICAL TYPICAL 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, SPACING CORNERS o on the above soil assumption. If other soils are encountered,lower bearing E E values are to be assumed and the foundation must be redesigned. 04 2. Porches,Carport slabs,exterior steps and garage floor slabs are to be a 3"sq. Washers& minimum 3,500 p.s.i. End Nut Setup 'Simpson' BPSS/-3 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) KA i Ch 1 hot-dipped galv. shall not be less than 5%or more than 7%. 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the M -a C r n a narrowest distance between forms or three-fourths the dear spacing between double 2"x6"treated sill reinforcing bars or between a bar and the side of the form. plate to match existing rC h ii tEE� ct � 5. Forms shall be made of wood,steel, aluminum,plastic,a composite of cement 5/8"dia.anchor bolts .'_ E and foam insulation,a composite of cement and wood chips,or other approved ^ Ea material suitable for supporting and containing concrete.Forms shall provide (typical) = sufficient strength to contain concrete during the concrete placement 21 Main Street Stony Brook NY 11790 operation. Form ties shall be steel,solid plastic,foam plastic,a composite P.C.foundation wall _ Q of cement and wood chips,a composite of cement and foam plastic,or other phone. 631 686-6585 suitable material capable of resisting the forces created by fluid pressure of fax. 631 686-6786 fresh concrete. email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com Typical Anchor EXCAVATION AND BACKFILL These plans are an instrument of service and are the exclusive property of the architect. Bolt Detail Infringements of the concepts and design ideas 1. Contractor shall locate and stake out all existingunderground utilities prior presented on these drawings shall p prosecuted 9 P to the fullest extent of the law. Copyright 2020: Not To Scale to any excavation.The utilities shown on the plans are an approximate Michael Macrina Architect, pc. All rights reserved, location only. no part of the plans may be reproduced without the expressed written consent of the architect. 2. Excavate all areas as indicated in the drawings.All excavations shall be the minimum depths required achieving clean undisturbed virgin soil with stable moisture content and non-shifting and non-shrinking soil characteristics. Drawing Status The Contractor shall be responsible for notification of poor soil characteristics anchor bolts to the Architect and shall not proceed with the work until receiving instructions (see detail) from the Architect. (2)2"x6"treated sill NOTE plate(match ex.) Concrete to be 3. The Architect has prepared the drawing and specifications with an assumed 3,000 psi min. bearing capacity of 2,000#per sq.ft.and an assumed soil characteristic of sand, sill seal insulation silty sand,clayey sand,silty gravel and clayey gravel(SW, SP„SM, SC,GM and GC) coated copper top of foundation unless a soil test analysis has been preformed as per table R401.4.1 of the Issued to termite shield 2020 Residential Code of NYS. ■ ■ • ` 'n align with ex. u l d n De &"%,t. e anchor bolts(see c 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. anchor bolt detail) i i oo below finished grade unless noted otherwise on the plans. 8"thick poured 5. All backfill shall be clean granular fill. concrete foundation wall • �J) ` 6. No Backfill shall be permitted against concrete or masonry foundation walls waterproofing ; .a X without floor framing or proper bracing as required to prevent damage to walls. to grade oo N No Backfill shall be permitted within a minimum of two weeks after pouring. The Contractor shall be responsible for any damage to concrete or masony wall. provide 2"x4"key E 7. All grading to drain surface water away from foundation walls at a minimum Dates 8" o at a minimum of 5%slope. 1/2"premolded filler 11/9/22 Issued to Building Dept. at perimeter of slab cellar slab (see plan) ;° (2)2"x6"treated sill NOTE plate(match ex.) Concrete to be (2)#4 Rebar sill seal insulation 3,000 psi min. a --� coated copper top of foundation . . – compacted 4" _ x termite shield align with ex. clean fill anchor bolts(see •". 16" anchor bolt detail) 1 oo 8"thick poured concrete Foundation Wall I I foundation wall � �.2 Typicalwaterproofing to grade No. Date Description 1 " = 1 '–O'• Emil polyethelyne vapor barrier Project 2"Screed Coat .' 8" Proposed E (2)#5 rebar— �• co (2)#5 rebar— ---• compacted dean fill Residence O•. 9 00 (2)#4 Rebar For M 16" Interior Exterior M X xT Typical Crawl Space Ken ao yp p Foundation Wall Detail & Liz McCulloch basement slab 1605 North Parish Drive o, Southold, NY • PLAN typical Q 00The Connection Instructioins of the New footing f= _----9 Foundation Wall to the Existing Jurisdiction Existing New Foundation Wall are as Follows: 1) Clean the Exisfg Foundation of any Town of Southold Typical Window [ — 7 Soil adjacent to the new Foundation Wall. 2)Drill a Hole @ 12"o.c.Vertically, Large Suffolk County -_ enough for a#5 Rebar. Opening S e ct I o n 3) Install(1)#5 Rebar in each Hole&Set w/Epoxy Mortar. 1/2" = 1 '–O'• r 4) Extend each Rebar 12"'min. into the Drawn B �, . ELEVATION y' New Poured Concrete Foundation Wall. Y C __� M.P. Checked By:n D I M.A.M. 'PIX\ ! y r_t36 O Not To Scale Job No. r �y lNE 2129 Sheet Title 36 VFoundation 4 Plan Details N 30° Typ. Stepped Sheet Number Footing Detail 1/2" = 1 '–O" y i h �a C r i n -a Yk rc h i te� ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrinaCa)MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. EMMMENOM Drawing Status aluminum enclosure to be selected of ridge, windows _ 2"thick 9 _ and door bluestone cap -_^_ -sthin stone veneer Issue t to be selected _ In e �. kcal roofin buil e slit. G-33 12 - - - - _ _ _ _ _ _ top of ridge 12 typical roofin 12 12 T1 T1 Typical Roof Accesnts 12 see typical �14 (see sht. G-3 14� material to be copper rake detail 1 typical sidin decorative i e 14� (sht.A5.3) typ g top of ride ical siding - i,;!__i: _�i-;! (see sht. G-3) louver yL_ 12 (see sht. G-3) - - blind metal I4.. , Dates 4 -'� see typical rake 1I-1 i �14 detail(sht.A5.3) step flashing 1 I 11/9/22 Issued to Building Dept. decorative see typical rake 12 louver ical roofin A01 step flashing LJ blind metal detail(sht.A5.3) J ti (see slit G�3 Il ;- I s g - ) continuous blind Ti_= continuous blind typical siding 14� metal flashing `� metal flashingtyP g --� --;i- � ��,fiJ o continuous blind _= L 1 s t o hin (see slit. G-3) r see typical rake I fn - ---___-_ J detail sht.A5.3 typical roofing L_ �.-�_�. ;-- --------------- (sht.A5.3) (see sht. G-3) line of Z_ _�_____ J typical roofin'_,__ -! _ _� ._�, continuous blind late height V(see sht. G typical roofing pical roofin metal flashing see sht. G-3 (see sht. G- typical siding, - - - - _ - - - +y}_ = (see sht. G-3) :�h-l. _ !- _ late height typical eave typical gutter -- - -� seical ro e slit GI 3}g detail (sht.A5.3) (see sht. G-3) i 1 typical roofin typical roofin see typical eave lig ica u ter �_ I' i 1 (see slit. G-3 ---- - - typical gutter (see slit. G-3� ryH OE 11see slit. G-3 detail(sht.A5.3) IFT] I '- s e ' i I ( ) typical 203 - 207 I I - ,_r{_ _ ._; . .i detail(sht.A5.3) p i a a e _ rn No. Date Description i I 'i }� pedal bracket t pical bracket I a, CO o, turret r t win trim around 232 233 234 201 202 206 208 209 2 r _ see typical eave b� I ' - _. ' she slit. G-3) (see sht. G-3) 1 12 I 0' s i turret windows O O O O 204 205 O off_-, 1=4 �I 1 r- o� Project i� typical sidingtypical siding! l '1-;-.-I -'-- I detail(sht.A5.3) tapered ca see slit. G-3 �se��Y�( -��-� ) _ t typical siding continuous blind continuous J (see slit. G-3) Propose d metal flashing ______ _ _ 1 ContinuOus blind FM IM FM continuous blind _6 12 ------- - ------- metal flash r_� 1 L� L second floor subfloor _ _ _ _ + t ical roofin YP 9 continuous blind I metal flashing ' blind metal step flashing second floor subfloor Residence t ical utter recessed 14 �_ _ - - - - YP typical roofin -L--- - - ----------- _ late height a (see sht. G-3} (see sht. G-3) metal flashing i panels (see slit. G-3 I I Radius=15' ��+ _ I I _ _ _ _ late height typical gutter _ _ _ __ a _ __ -___- ex. Lex-- ] [e—x. ] ex. ical (see slit. G-3) -.---- - ---- - - ___.- I _ see shgutter G-3) For j , . Alig i typical siding i see typical eave �� >> „ , �___ ,, ,� tyP g i typical roofin tl ( ? i s (se s roofin Kline of wall detail(sht.A5.3) t �� �'`�� � � typ � � � � � r� � � � (see slit. G-3) i (see slit. G-3}g I ; (see slit. G-3}g I behind typical si i - = custom screen j ' (see sht. ) I ch ea typical sidin'-+� ��, I J 1 - -- _ .1 detail I see ICaI eave = see sht. G-3 typical i panels 135 136 i t.A5. ( )i i i�I! I line of wall 111 112 113 !_=l-! =,! 13 1�--_1!_i _I detail i ._ 101 102 103 104 105 106 = ,1.. �. behind _ - � o o o 0 0 oKen s recessed panels 'y ; ' ! j 36"tall min: µ I --:- -:l L- -� -t o LLI ". - I I' 00 r railing to code typical siding I -; typical sidin l Q> tapered cap x , > v " j I j'i r� (see sht. G-3) I (s�sht G typical siding Liz 3 = rn (see slit. G- ) t _ - I 1: � r T i P.T. post beh�rlr� I shingle flare l l typical siding 1, I shingle flare see slit. G-3 column v`ura � �` I I �° � —:It ( ) P_ 1k \ Ii j j T s McCulloch first floor subfloor (see sA5 3) - OIL first floor subfloor x8°versatex' - s - - 1605 North Parish Drive 2" trim board lattice lattice lattice = f' — thin stone veneer I 1"x10"t l panels ' pane pane ! _ _ to be selected wit t — Southold, NY p.c.fnd.wall Jurisdiction (see fnd. plan) ; ; I ; ; ; p.c.fnd.wall E existing foundation ; decking stairs I ; _ 2x8 'Versatex wall below r-'----------------------------- ---------------------------- (see find. plan) � � trim board Town of Southold I I ; ; to be centered ; ; I -----------------------------� --------- --------------� I I selected on door t� i ------------------------------------------------------------------------------------------------------ ------ - i L-- --J I L--- --J L-------------------------------------------------- --------------------------------------------------- Suffolk County p.c.footing �___-_--___-- I (see fnd. plan) I --i ; existing footing L--------------; p.c. pier below p.c. pier below be ow (see fnd. plan) (see fnd. plan) (see fndf plan)g --------------� - Drawn By: f r � -------------------- M.P. Checked By: i k f S. ;,AM.A.M. j;.�, v I Proposed Front Elevation 5 . � -1/4" _ .1 '-O" Job No. 3, 285.,0 2129 tJ E�--� Sheet Title Elevation - Front Sheet Number : IC a C r 1 n Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAlA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. Drawing Status aluminum enclosure to be selected 2"thick bluestone cap Issulea to decorative thin stone veneer to be selected louver t / to of ride Buildi na, D eiii, see typical rake - detail(sht.A5.3) 1_ t—._ Ai-;�-I Dates new ride hei ht _ _ _ _ - _ typical roofin r -, typical siding (see sht. G-3}g _ - typical siding `-,_ (sees L 10 I 11/9/22 Issued to Building Dept. (see sht. G-3) r-1 G_3 typical roofing � (see sht. G-3 rL-, 1 12 O 12 r-' �i� -� 1-, continuous blind ,-�,i 4 Ir continuous blind decorative 1--Q metal flashing blind metals r metal flashing stepflashing ?� ' ------------lou<typica siding _____ _ L -�r pflashin`�1 1 ,_ _1., a r>ie al typical roofing i � -'I�= 7� g r- �� �.r 1=_ste 9.-Y, ical utter see ____ _i �. see sht.------3 r �-- _____ ____ _________ (see sht. G-3)g tyP 9 typical eave _ _ _ __ � Ti (see sht. G-3) detail(sht.A5.3) i al roofin ical roofin �—t ical roof P continu YP (see sht.G-3 (see sht. G-3 me (see s t __ _ - _ _ _ OIL plate height --T_- ------ - - - - ica utter typical siding - --_ rY [\A i_1\4 Ca � l c-a C r 1 n Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrinaCc-)MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. Drawing Status aluminum enclosure to be selected 2"thick I bluestone cap — `- of ridge of ridge thin stone veneer s and window and window Issued t to be selected _ Buil-dina, Dept.- see typical rake T detail(sht.A5.3) typical roofing ypical Roof Accesnts y (see sht. G-3) material to be copper MIMEM top of ridge - - T:,� r _ _ _ _ _ _ _ _ _ to of ridge Dates I. _ I 17 1t ical roofing - = 1 - (se 12 I- A03 -; 12 12 t=, A04 i = 14 11/9/22 T7712 Issued to Building Dept. see sht. G-3 I l 1 . 1- -I 114 i 14 Al_', metal flashing F i - 12 11-1=-1 = M typical roofin 1 _, -,7;: 1 14 (see sht. G-3} typical roofin = o, I see typical eave (see sht. G-3} ML typical roofin I detail(sht.A5.3) (see sht. G-3}g typical gutter -_ typical siding - typical siding L -- seetypical eave (see sht. G-3) (see sht. G-3) (see sht. G-3) detail(sht.A5.3) late height _ _ _ __ ' ;�� _ _ _ _ _ _ _ late height typical gutter - --- - -- (see sht. G-3) typical gutter -- — — -==__--- -_ _ ---- sees t. -3 see typical eave lign �_ -' Ig' i detail(sht.A5.3) 7 ! ' 228 l; -� i!! FIM sconce to �i .!- 'Versatex'trim around - - y be selected -- _. turret windows No. Date Description - �, l 1 _ T 1_!-!i_' � - typical siding � i window casing --.- a' `� s see sht. G-3 216 217 i 1 219 220 1 36"tall min. sconce to 222 223 224 225 (see sht. G-3) 229 230 �I '� Project ( ) O tapered cap I t 1 railing to code be selected a 'T _ J - o s _ - ___ recessed panels � decking to 36"tall min. 7 �'f continuous blind metal flashing Proposed continuous blind 1=�:T- , }ter - }._ _ be selected railin to code g _ L � ��T see sht. G-3 1 ,_- nti flashing 1 g metal flashing typical sidin )� .-�=1i_� ' ontinuoi�s..b9 � '7' �T typical gutter typical siding----, T -- --------------- I OIL 9 YP 9 second floor subfloor _ I It i r ) typical siding yp g - typical roofing(see sht. G-3)- - sec. floor subfloor Residence - - - 1i 1 1 ,Li 1 1 � (see sht. G-3 see sht. G-3 "� -- --------------------------------------------- - --�--�1 - -----'------ ---------------------- (see sht. G-3) ( ) - - i - late height I-,-_ — t ical utter - - - - typical roofing 1_� �_ typical roofin continuous blind,---., typical �2 12 see sht. G-3 metal flashing (see sht. G-3)g ±g (see sht G-3) typical utter - ( ) ��.I=I, (see sht. G-3 —align window ! 1 I T l - late height yp' g head ht.with door - (see sht. G-3) - -- --- -- - - - 7-r iia 1 For e I i e zT see typical eavet ical bracket t Pis I rack is detail (sht.A5.3 ) see sht. G-3) see sl t. G- P.T. post be iind 1 s Tl_ _ _1 I,�,�-' ' � ical � � 133 custom screen Q' 121 122 typical siding 127 sldrnJE colu n -` -i ; panels = =I Ken CD s window casing O O - L (see sht. G-3) (see sht. G-3) (seGe3 t. wra (se recessed anels o °° 0 124 125 126 1- k� 'I T -L ] Ti-i 132 _ i I p 0 o I ,� , , � , Liz TTI1 tapered cap s T R/R decking , 1 �._., ;31`' L L to be l 1 -_ typlcal sldmg McCulloch e -_. , 1� ,' I I (seesht._G-3) ! � • shingle flareselected 1 i 't i�al sidin T T typical siding T 11. 7 see�ht: G-3 first floor subfloor OL first floor subfloor (see sht. G ) I ),i ' L 1 1 1 ' 1605 North Parish Drive 2..x8..'Versatex' L1 thin stone veneer i,f' trim board to be selected lattice panels Southold, NY new step(see ex. deck to remain new step(see - floor plan) (see floor plan) floor plan) t C steps(see Jurisdiction floor plan) Town of Southold Proposed Rear Elevation Suffolk County 1/4" = 1 '-O" ier below (see fnd plan) Drawn By: M.P. ARC Checked By: �'� r ➢. , `� M.A.M. Job No. �� 31_286!A0 2129 Sheet Title Elevation - Rear Sheet Number: � C -r � I cam- C r 1 n c'� A. rch iteh. ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. Drawing Status aluminum enclosure to be selected LILIF 2"thick bluestone cap -__ of ridge to thin stone veneer _ - 'fand window top of ride to be selected � - - - - - - - - Build "inoDe.-R. frog - lTfl W=sht. 13-313 al roofin - _ 10 z Dates 12 i i2 12 14�� ( i " 11/9/22 Issued to Building Dept. 10 typical roofin}g V s typical siding _ I (see sht. G-3 T �r 1 typical siding o.p A02 (see sht. G-3) see typical rake __, ; see sht. G-3 I s detail sht.A5.3 o0 I 7 I Icbntindous blind °' � typical roofin typical roofing metal flashing L TI 3 - ` see sht. G-� (see sht. G-3} - - ll typical roofin typical gutter typical late height _ _ _ _ - _ _ _ _ _ (see sht. G-3}g (see sht. G-3) (see s typical gutter - -- -- - - - -- - - typical gutter typical siding I \ typical roofin see sht. G-3 see sht. G-3 I (see sht. G-33 (see sht. G-3) - ( ) ) ( see typical eave �' � ! _ r ! T igIUL I li see sht.gutter typ 1 ; ; see t pical eave F typical detail(sht.A5.3) - � '- � " I i detail (sht.A5.3) ( ) JLsc n e to be �, see typical rake f sconce to be i=_1 r se ed 1.,_. ;_ _ , I detail (sht.A5.3) I r� typical bracket No. Date Description selected - 226 :][r3aqii�i I mi I typical siding I �/ see sht. G-3) pa, -= !-1' typical siding I (see sht. G-3)36"tagll min. 1:-1!_, ._ g to c de (see sht. G-3) 230 231 I 232 210 211 i typical roofin Project railing to code = I I (see sht. G-3} Ilk late height 1H ILI decking to be - 0 Proposedselected I � - u blind typical roofin second floor subfloor hin (see sht. G-3} continuous blind - - - = r� -- ---------- ---------------------------- ------------------- i sed continuous blind I -- metal flashing Residence late height V� Is metal flashing 1 2 typical roofing- n = blind typical siding typical roofing typical roofin (see sht. °O ashing (see sht. G-3) (see sht. G-3) ( see sht. G-3X typical gutter --- - --___ ex. ex. ex. ex. yp gutter +i _-- _ - - - _---- _ _ - _ - (t is hG-3 (see sht. G-3) see sht. G-3 For see typical porch a _ T Align f hgn r1�- see typical eave YP P I I �- ee pica)eave ' 7 �_ (I, 1typical siding detail (sht.A5.3) dropped sec. floor subfloor eave detail low beam to y T-117 t Sconce to be sconce to be I_ — p I I - i= �� rdet (sht.A5.3) ;1, � I - - - - see sht. G-3 l _. selected selected -., -I,-�_(._L. sht.A5.3 be wrapped custom ( ) (sht.A5.3) I _l_j I_ � PP screen r y -��---;d l:. . -I-1 — - - - - arae late height T P.T. post behind �I j j'j 128 window casing 129 panels 134 135 typical siding I ;� -� 133 see sht. G-3 I ~ �_- (see sht. G-3) ( ) ; Ken column wrap 1. recessed ' - , �r 1 1 see sht.A5.3 p I ,LI typical siding I I -=,I�_,:., - - I (see sht. G-3) i counter top to be - s selected I typical siding - & Liz I 1 �t1_i1.-=-1.. -' line of wall behind "' (see sht. G-3) decking,o a !_ l; 1;�.i Li I be selected I � T; -� 1_ shingle flare decking to be new BBQ typical siding selected - IL, (see sht.G-3) I T�; 1 _ 1 -I__i McCulloch first floor subfloor _ _ _ _ _ _ shingle flares I ��,Ir-!-1.h L-a___ I U _ _ _ first floor subfloor _ s steps' te s(see =_��i 1=,��1- [ r' floor Ian IU11 - -.,k - - - - - - 1"x10"trim board 1605 North Parish Drive in stone veneer , - p ) _ - with tapered cap to be selected _ - z lattice panel 109 110 ! 77 Southold, NY thin stone veneer y r, to be selected ma I I new foundation wall Jurisdiction I II I new ste s below(see fnd. plan) P (see floor plan) 36______________ ________� "tall min. M ��---- -----,J---------- ----------------------- T----------------------------L, Town of Southold ------ - -----------; railing to code Proposed Left Side Elevation new footing below Suffolk County 1 /4" = 1 '-O" (see fnd.plan) Drawn By: M.P. Checked By: M.A.M. Job No. 0312B?- kO ._.-- 2129 Sheet Title Elevation - Left Sheet Number M och � l -1\-A- a c:,-& r 1 n - -- Architect Architoct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrinaCa)MMArchitectA[A.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, Tno part of the plans may be reproduced without the expressed written consent of the architect. S1 A-6,1 Drawing Status top of ridge — -— - —- — - —- — - —-— - —- new ridge beam (see roof plan) new insulation (see schedule) 12 k 0 Issued to newroof raft1 (see roof plan) 12 zl' of rafters 10 si new roof M -Y) EE ijuilding ep y Y, (see roof plan) -6.1 T X -J 6, /NVv to of rid new ridge beam new ridge beam new insulation roof plan)'- new insulation— X, I ,",/, / '5 (see schedule) (see (see roof plan) (see schedule) new framed wall- I 1� new roof rafters (see floor plan) new new beyond (see roof plan) new header---/ 12 (see schedule) (she strut.plan) n roof rafters 12 10 (see roof plan) sloped ceiling 10 S2 X", 2 Dates 6Z beyond nem�window new in A-6.1 Attic Z A-6.1 insulation r 1-1 N A-6.1 -e fioibr�p new ceiling joist (s 11/9/22 Is !afiK Attic - sued to Building Dept. (see struc. plan) new framed wall (see schedule) (see floor plan) gutter typical gutter typical gutter -3) -3 (see sht. G (see sht. G (see sht. G-3) plate height OL plate heigh new header- -new header new framed wall (see struc. plan) new ceiling joist new header—, (see floor plan) (see struc. plan) (see struc. plan) iI gT __(see struc,I plan) gT To overhan erhang F (see oor plan) new window new window over -,n indow l�(see floor plan)-_� '� —,-- � � --- -T,� F-__- ---,- z� i, , Bedroom 44 (see floor plan) Hall ,6 new ilet I460m Bedn linen I `i� nen 30 4� 2 4—framed walls 0) _new door (see floor plan) floor joists (see rafters 1, ee floor plan) (see roof plan) 1 A struc. plan) new roof S8 floor foists(see '�l S5 Inew r ation— flooring to be floofing to be flooring to be I new:ln'sul < new insulation (see floo Ian struc. plan) 6.1 12 se cted selected (see schedule) A-6.1 (see schedule) selected new 2"x6" A- No. Date Description -6 roof rafters second floor subfloor second floor subfloor Project 0 A V, 14" 111V 'f f Y plate heigh Y e V overhang 12 plate te!V top of beam framed walls E new wall new header I (see floor plan) t pical gutter new header y cabinets(se i - _� typical gutte —(see struc.plan) (see struc plan) der— Proposed Lw wall new header ----(see sht. G-3), floor plan) new low beam to L- ca (see strut. plan) 1 1 , , ; , 2 ibinets (see sht. G-3) 7\7- be wrapped (see: window I I -- beyond(see -plan) I 4 Il (see struc. plan oor plan) floor plan) (see Bedroom #1 new c ing joist, 1 E ne e low beam to b e over an ;jResidence J-i­-1 dow I i new win new post beyond I t i al bracket wrapped (see new (see floor plan) struc. plan) (see struc. plan) c i new window closet N e%�V A n new door see sht -3) Pan :� [ (see floor plan) -C) : I see floor,plan) T column 1 overe amed all wrap I� iew fr Great <- , —new door be�ond --------- (see floor plan) -1 (see floor p an) (see detail) �Porch I new insulati h i I � 11 Room For (see sched e) new insulation il � I Ji ! P beyond 1i � (see schedule) � 11 � l� L 'decks (see struc. plan de to be k <-- new se; new base new insulation flo:oring to b e flo�ori 'gtto be e new island cabinets(see sio sio 1i !i sio i� : - n e�s(s flooringtobe floorjoists(see P� 1 's ec e selected (see floor plan) floor plan) selected struc. plan (see schedule) 36"tall min. i 1 floor plan) railing 1" A6.1 first floor subfloor frid. p!16�) A6.1 A6.1 first floor subfloor to be selected fir fir I r first floor subfloor lul Ken Yl -1., �­ 1 / /\./ " \" � , Y" ------- V 'T ceiling height —" -� / 4 \, V ly V V V V teco-� /v 1v\ N VVVA low beam(see fnd.plan) existing low ---------- ------- ------ { IpaceExisting -—-------- & Liz new p.c.foundation New E existing foundation beam to remain P.T.post(see frid.plan) floor joists floor joists new insulation wall (see frid. plan) Crawl existing p.c: slab Crawl Space wall to remain (see struc. plan) (see struc. plan) (see schedule) to surned contractor McCulloch E existing I i� existing column 00 E ILI 1--�I I I I E new p.c. pier foundation Existing beyond to remain existing • -I -= existing foun-d6tion' fnd, r, Ln a 10 wall to remain T to .1 1605 North Parish Drive Unfinished foundation -H x 11114 wall to-main J wall to remain existing footing Cellar I_existing footing to remain Southold, NY .7 existing p.c: to remain slab to remain new p.c.footing (see fnd. plan) p, of slab 1 Jurisdiction . OL to �3 J1 � IIIIIIEE�11 III 1�1 I 1111:=11 11111EEE11 11 MEE]11111 F L-r 11 Town of Southold existing footing existing footing Suffolk County to remain to remain Section 1/4" = .1 .-0.. Section Drawn By : U A AA M.P. Checked By: M.A.M. w Job No. 2129 N Sheet Title Sections AIB Sheet Number : `k Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. - a Drawing Status Issue toi S1S1 I I Align gable heights A-6 -6.1 Buildina � ;.. i top of ride beam /� - - -- - S1 ---- - -- ----- new ridge beam new ridge beam A-6.1 Typical Roof Accesnts material to be copper (see roof plan) l'L (see roof plan) 12 12T 12 to of ride - new insulation - - r - . ,_ . `l? � � '�L ' � .. ��:: new ridge board141111' h (see schedule) 14I14 j \ = (see roof plan) _ _ 1new roof rafters VVV new roof rafters \ rJ r 14 < - �' Dates new roof rafters (see roof plan) new roof rafters ,* (see roof plan) new roof rafters ' ( P ) `\ (see roof Ian .; l` - - see roof Ian r, p ) 1*r (see roof plan) ! new insulation ' new insulation i- (see schedule 11/9/22 Issued to Building Dept. a� \� new insulation new insulation \ _ S2 ) _ { , (see schedule) A ` (see schedule) t -ti �- see schedule - `., '� j \�' S2 f y , A-6.1 12 new roof rafters r 12 A-6.1 ` J � `F> S2 l}f l (see roof plan) new ceiling joist T t new roof rafters 1411J�' , ��'f�14 ' (see struc.plan) A-6.1 i 'F (see roof plan) new ceiling joist ' \ j . - _- ` - - (see strut. plan) line of flatBedroom #2 typical gutter height ceiling beyond S 10 typical utter ( e t G3) —typical gutter A61 e sh . G-3) late height (see sht. G-3) Isa i I ' new ; new headervent fireplace chimney new ceiling joist insulation (see strtc. plan) n)through roof as per (see strut. Ian) — - 24' "(see schedule) manf. specs. 24b 24" overhang oveha n 9 L o new window framed walls floor plan)framed walls walls— Loft -� seeoom (see floor plan)Bedr (see floor Ian) see flooopening -- e#3 eand seProposed - j No. Dateheader flodoor(see arm. ;W.1.C, or plan) Descriptiontionstrut. plan) floor plan) Roof Deck _ I new roof -- I ' =1 rafters(see ;! floorjoists see I floor see i�'' II deckin roof deckr - ' g to be 36"above S2 roof plan) ------new roof Project flooring to be fireplace(see flooring to be 1 ( flooring to be flooring to be I 1 ( K_ _ - new rallin floorin to floor joist see newansulation _-rafters(see-_ 1 S2 strut. Ian y -'I' --- e - sec.floor( = ;�_ king to be selected A-6.1 2 be selected struc. plan) (see!schedule) 12 roof plan) A-6.1 selected floor Ian selected plan) selected selected strut. Ian '. 9 N decking :. plan) � P ) second floor subfloor - K be - plan) N' N new roof rafters second floor subfloor _ -- _ +6 +6 Proposed selected assembly I see y - r x ` (see roof fan - - - - - Y \ 1 x, r, late height _7 >...�. Y rv! �'� 2 '\ v' `r r r v r ( , , ,�., i` typical gutter - - � -t- � � � see sht. G-3 _ Residence - late hei ht late hei ht -- - - teco \ _ �� �( ) ill new insulation = ceiling,joists - - - 1 --e 1------ - - ---- - - new header vent, lace chimney low beam beyond ( e schedule) (see strut._ Ian new heade p y Y _ see strut Ian block for F.J. floor joist (see strut. Ian se new wall framed walls --, P )T - ( - p ) - _ plan) - throw h roof as per see strut. Ian - - 1; - / 9 P ( P ) cabinets new wall 14" / support (see strut. plan) t ! manf. specs. , Align p = - and asee c flooet lanee (see floor plan) Iwra a ed tseee i I I! g il' 14" i ; ;i ;I', C ! li Iii 14. For �- - 1 !, -struc_plan) i I I I o erhan Play bey overhan g framed walls i - - floor plan j P ) PP ( I i it - E senew e floor i (I' i overhang Room (see floor plan) Great -- ! N W I ( plan) ! i - - e I11 II new opening beyond Covered ! I I! ;I: 1 i ! i Room I I _ i ! see floor plan) I 11 ost be and Q, i outdoor see strut. Ian I I, ! I! see floor Ian . header(see I ( P ) I new insulation P Y —� i , new screen New new screen , strut. plan) (see schedule) ( plan) plan) Screened ( P Kenwindow beyond - - -- I : - Kitchen I I _ — __ - (see floor (see floor plan) I --- i ---- I i - Porch - flooring to be fireplace(see flooring to be new ins lation - riew base �- shin le n w framed deckingto ew fram selected floor plan) —posts beyond selected (see schedule) cabinets(see S10 U I I flare wal (see floor floor oist(see be seleted w I (see oor I' & Liz - - - see strut. Ian t -�floor Ian ✓: - I____ _J -I 1 l� - first floor subfloor first floor subfloor \ pln� fn�. plan) L- plan shingle fla' first floor subfloor ( p ) A6.1 r I plan) 'II - e j ceilinghei ht _ Y_1_ Y_� 1 1 r 'x_' k' Y ;t\� �i� \' `��� k t� k' ._ Y \ avers ngrade -_ - - - - _ l - - - J 1 ! .� 1_-i i i _Y, ,i`1 1_1_ z '�- k t` a ( k } O ! 'p -' - - - - to be selected -- r I----- —— -- -- McCulloch - - ---- - ------- - - ! -- new .c. t� o kind r _ P new p.c. ,;. 1605 North f dec I I foundation new .c.slab New o th Parish Drive floor joists(see existing c pier - foundation I existing low beam existing low beam founation plan) 9 p' p _ I wall see fnd. (see nd. plan) Crawl Space g ( p wall see fnd. I beyond to remain I Existing beyond to remain to remain _ I I plan) plan) I Southold, NY °O I ! I Unfinished newp.c. pier below 1 I 1 1 Cellar existing foundation post(see fnd.plan) M A3.1 I p 9 new p.c.footing - I A3.1 Jurisdiction +I wall to remain I ! ` new fndf o lain i ( plan) (see fnd. plan) l existing column —i existing p.c, existin columns- existing columns - --' Town of Southold beyond to remain slab to remain beyond to remain beyond to remain top of slab - S Suffolk County ection --'rFT-r ... ED 1/4" = 1 .-O.. existing footing Drawn By : Section to remain M.P. .. - " Checked By: 1/4 - 1 -O M.A.M. 4,' Job No. y "31286�yp/, 2129 F NES. Sheet Title Sections - C,D Sheet Number : metal drip cap flashing \, Ice&Water Shield from fascia to f 5/4"x4"head casing 24"past inside face of wall S1 new ridge board A-6.1 (see roof plan) _ typical gutter to of ridge / ` \�` �= — - - - - - - - - - L roof rafter \ (see sht. G-3) r ! M . C r'I n c� new insulation �'r� � r new Insulation \ \. (see schedule) '\ -'f=, (see schedule) \� �- -------------------- rn l IIS f \ cc \ \ 12 'Versatex'rams crown �! a /krch itE�� ct 21 Main Street Stony Brook NY 11790 \ f- E III 2"x soffit \ 12 new roof rafters see sht. G-3 framing at 16"oc d - -- - " phone. 631 686-6585 (s f plan) 14 � fax. 631 686-6786 \' Unfinished �.; �:\\ S2 �'; S2 web. MMArchitectAlA.com \ `'Y; fascia board email. MMacrina@MMArchitectAlA.com Attic \ A-6.1 A-6.1 / (see sht. G-3) ( These plans are an instrument of service and are new ceiling joist P t-r I'li the exclusive property of the architect. \ \. typical gutter (see strut. plan) \� typical gutter !!' Infringements of the concepts and design ideas - (see sht.gutter (See Sht. G-3) low porch beam soffit board presented on these drawings shall be prosecuted -- - - - late height (see structural plan) i!! (see sht. G-3) to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, - no art of the tans may be reproduced without \ - - I — 1 — I I ! ! pc. All rights reserved, - - _ new header -\ - -- ( 'Versatex'historic P P y P r new insulation _- sill extension the expressed written consent of the architect. > - - =- (see strtic. plan) (see schedule) --- _ - - ex r - - = 12" overhangdrip with cut II new framed wall ! (see roof plan) (#VER 02) overhang „ I overhang -- I new window (see floor plan) ! Drawing Status . (see floor plan) T . Window Casing Detail � yp Bathrm. #4 j ! Hall „ \ 3/4•• = 1 •-O.. new door - $2 - 1, -f be selected (see floor a Issued flooringto S8 A 6 1 - floorin to ( p ) 3/4 Versatexs r n 1Iwrap beam with to - -- 12 new flush beam be selected �I A-6.1 1 ----_- i' 14 (see strut. plan) I new roof rafters Typical Porch E ave Detail (see roof plan) ® i - - second floor subfloor SBuildina, Det typical gutter n ,, �,,, ° "<r� 3'• low porch beam ■ (see sht. G-3) teco,' 1 r' t late height (see structural plan) -- - - - - - s rust I to _of-beam- -_- new insulation - — -- see schedul ) - --`4 - - new ceiling seefloorstruc. 3/4 thick Versatex s e see�tru c Ian ( new header " 11 Versatex'n ce li9n -- ( P ) plan) i ', it n. i i new i sulation (see struc. plan) C —moi --- (see schedule) \ ,r •- P.T. post - i = behind i from fascia to Dates M u d room Ice&Water Shield fr \ \ Q New 0 24"past inside face of wall blocking each side 11/9/22 Issued to Building Dept. column—� I Covered Ili wrap sees \\� - j ! P ( Porch I ne framed wall new door - - ) (sed floor plan) new P.T. F.J. (see floor plan) ! sht.A5.3 _ (see fnd. plan) 'Versatex'rams crown - 6"min. - - deckin to typical gutter �� � new P.T. F.J. _ 9 m \y. _ see sht. G-3 = #VERRC01 !, tall I�bilin g ' see fnd. Ian flooring to be selected ( ) N ( ) I i deckin tb see 'T. ledger be selected ' ( plan) !' g new i low beam Roof Rafter be selected ; ; ( fnd. plan) teco see fnd. Ian ( p ) first floor subfloor , Ifirst'floor subfloor , �, - - - \ — _= - ----- f - - ---- =- -A , steps see P - 3/ Versatex' P.T.ledger 4"thick'Ve a - - ; teco �' r r r v r r r v r r floor p an) _ ceiling hei ht bottom wrap -- low beam --_-_ ---- see fnd. lan foundation plan) (see schedule) I - recess 1/4"from ( plan) , new F.J. see new Insulation ( (see fnd. plan) Q side wrap h --- - ------ !I F 2"x soffit _ ,til framing at 16"oc 'Versatex'base cap _MlExisting _ CIO moulding (#VER164) ex. p.c.foundation Unfinished III - ,�, wall to remain Cellar -H iu - --- ,�/ fascia board No. Date Description (see sht. G-3) new p.c. pier ! i Project new p.c. pier ex. p.c.slab ex. p.c.foundation (see foundation 'Versatex'rams crown (see foundation to remain wall to remain plan) (see sht. G-3) plan) to of slab I; soffit board Proposed (see sht. G-3) I ex. p.c.footing 10" to remain Fin. Dim. Residence frieze board 3/4"Thick ' (see sht. G-3) .. 'Versatex' Section For1/,4" = 1 -O•' shim space typical siding o j (see sht. G-3) \ 6 6 j. 6"x6"P.T. post Ken �. to be fastened j ! to p.c. Pier I ! \ & LIZ lypical Flat Eave DetailV _ miter and glue joints MCCU11OCh 3•' = 1 •-O•' 1605 North Parish Drive 1" 'Versatex' scotia moulding Southold, NY (#VER93) Overhang Y4" Jurisdiction see roof plan typical roof shingle ice and water shield Town of Southold underlayment 12" Suffolk County 'Versatex'rams crown r` (see sht. G-3) 5/4"Thick 'Versatex'base Drawn By top of patio M.P. -A 01y' Checked By: �C9 ,�s R /A �2,,�,-A Roof Rafter I rake board (see sht. G-3) M.A.M. N N Typical 10" Porch - r Job No. 3 286.1//0 Column Enclosure Detail 2129 'Versatex'rams crown soffit board 3•• = 1 •_O•• (see sht. G-3) (see sht. G-3) Sheet Title Section E frieze board (see sht. G-3) - Exterior Details typical siding (see sht. G-3) Sheet Number : T i ca I Rake Detail 3'• = 1 .-0.. STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. RIDGE FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS Contractor to contact local building dept. for required strapping inspection. NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements)- \ ATTIC All nailing is a general specification it applies unless noted otherwise. Joint Description I No.of Nails Nail Spacing required uplift force as per NIP Porch / Deck Strapping Details SIMPSON STRONG-TIE RAFTER ROOF &CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2020 RCNYS Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter over every rafter = 226 pounds BLOCKING 2 BAYSLV Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist 0 I 'HCP2'SIMPSO( STRONG-11E hip rafter) C,%' E v, BACK ® 48" O.C. Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° 'HCP4 (double hip rafter) q0 Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap 111111111 \ (3) 8d Nails (5) 8dx1-1/2"° ° Nails M .-a � r' n --a SECOND FLOOR � Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter Blocking to Rafter (toe—nail) (3) 8d common Each End _ o o ° Simpson Strong-Tie BOARD ° -ABA464"x6" Post A rc h i tE:� ct w Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter — (2) 8dx1-1/2" Nails -ABS A44 4"X4" POSt WALL FRAMING � to plates PLATE �•• -ABA66 6"x6" Post ROOF ROOF ° / 21 Main Street Stony Brook NY 11790 BLOCKING 2 BAYS Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER o° SIMPSON STRONG-TIE Q BACK @48" O.C. Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side H2A at each rafterOUndS (575 pounds) T ical Post Base p 631 686-6585 FIRST FLOOR phone. 631 686 -6786 Stud to Stud (face—nail) (2) 16d common 24' o.c. (5) 8dX1-1/2" Nails Yp Header to Header (face—nail) 16d common 16'o.c. Along Edges rn t0 stud Connection n eeti o n Deta i v, email. MMacrina@MMArchitectAIA.com Top of Bottom Plate to Stud (end—nail) (2) 16d common Per stud S Rafter to Rafter Z Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot Connection Detail S to Wall Stud-Detail " ( ) S � to Plate ate D eta I I These Ions are an instrument of service and are End Joist, or Blocking (face-nail) _ 2"x Ledger fastened p to wall structure Infringements the exclusive of the conceptsof the aandtdesign ideas BLOCKING 2 BAYS FLOOR FRAMING presented on these drawings shall be prosecuted BACK @ 48" o.c. (5) 8d Nails 'Simpson' H2.5 A joist hanger to the fullest extent of the law. Copyright 2020: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Michael Macrina Architect, pc. All rights reserved, (600 pounds) See Rafter to Beam to no art of the plans may be reproduced Bridging to Joist (toe-nail) (2) 8d common Each End p p y p duced without Gable Wall BIocking D t I . Post Strapping Detail (S5) the expressed written consent of the architect. Blocking to Joist (toe-nail) (2) 8d common Each End hip / valley Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block , rafter I-` a rafter Simpson L70 J nOt t0 SCaI@ Ledger Strip to Beam (face—nail) (3) 16d common Each Joist �■ SIMPSON STRONG-TIE ° - �� Drawing Status Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist '�"� Model 'HRC1.81" 0 beam Bond Joist to Joist (end—nail) (3) 16d common Per Joist o ° 141P Q common v� I Band Joist to Sill or Top Plate (toe—nail) (2) t6d common Per Foot o ° RAFTER o °° rafter ° ° joist hanger ,� ROOF SHEATHING HIP° RAFTER °° ° ° 2"x Ledger fastened/ o ° ° to wall structure Issued to Structural Panels (see zone diagram) RIDGE � a (5) oi Interior Zone 8d common 12" o.c. 0 / 8d Nails °o Porch Rafter �. Perimeter Zone 8d common 6' o.c. 4J 0SIMPSON STRONG-TIE o ConnectionBuildina De[JL. Gable Wall Edge Zone 8d common 4" o.c. 'CS20' Coil Strap o �r CEILING SHEATHING over every stud o Assembly Detail Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails WALL SHEATHING Hip Rafter Porch Roof Rafter to Common Rafter to Structural Panels 8d common 6" Edge / 12" Field Sl4to Ridge Detail Beam to Post D S 5 st eta IRoof Beam S6Hip/Valley Rafter Dtl.Garage Door Portal Openings 8d common 3oc into all framing —Porch Roof Rafter to Beam Gypsum Wallboard 5d coolers 7' Edge / 7" Feld to Post Strapping (S5) FLOOR SHEATHING (Subfloor) Dates Structural Panels plate 11/9/22 Issued to Building Dept. 1" or Less 8d common 6" Edge / 1Y Field N (4) 8d Nails If cripple studs are utilized over Greater than 1" tOd common 6" Edge /6' Field (8) 8d Nails LEEND NGTH second flr. header,then provide One CS18 solid woad post strap from top plate to cripple stud SIMPSON STRONG-TIE Q LENGTH header &from cripple stud to header 'CS20' Coil Strap ~ ' n' 8 8d Nails p N column wrap W ( ) Z) over every stud / (8) 8d Nails O N LENGTH (1,030 pounds) (8) 8d Nails J ' 3 \�, / SIMPSON STRONG-TIE —(3) 8d Common Nails CONNECTION OF MULTIPLE PIECES Q OF TOP-LOADED BEAMS(11 VI SPAN 'over a Coil Strap at Each End of Strap SIMPSON STRONG-TIE A over every jack & king stud 1%4'Width Pieces: �� w Porch Girder CS20 Coil Strap • Minimum of 3 rows 10d Y x 0.128" nails at 12"o.c. over every stud Install 'Simpson' CMST16 m " (8) 8d Nails Post to Beam Strapping ( ) 0. first floor for 16 ft wide sliding door Simpson H2.5 • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. ^ (1,030 pounds) 9 st for 14"and deeper beams �1• Provide strap for Po fol—post Base END each jack stud when No. Date Description • LENGTH multiple jack studs • If using 12d(3/4')or larger nails,the number 8 8d Nails of nailing rows may be reduced by one. ( ) A (8) 8d Nails to are required Project :31/2"Width Pieces: N Ind.. rim Joist Concrete Pier • Minimum of2rows%" bolts at (8) 8d Nails Proposed 24"o.c.staggered rtf Porch Column must across 1tJ to Deck Assembly DetailResidencebeamdth.oterwise,usecoyectionfore Gable Stud Wall First Floor to Second Jack Stud at beam width.Otherwise,use connections for side-loaded beams. S7to Additional nailing or bolting may be Wall Stud Dtl. S8Floor Wall Stud Detail S Header Opening 9 required with side-loaded multiple-member g beams.Refer to current product literature. Roof Beam For —Porch Roof Rafter to am N C ° (8) 8d Nails to Post Strapping (S SIMPSON STRONG-TIE SIMPSON STRONG-TIE 'CS20' Coil Strap SSP stud plate tie SIMPSON STRONG-TIE (8) 8d Nails over every stud over every stud 'CS20' Coil Strap 6 Ken n' (1,030 pounds) (435 pounds) over every stud 3 ° W m Solid Woo Post O 0 (4) 10d Nails Inside H ow Column gc LIZ 8 8d Nails Rim Joist blocking foot. Lo -Bear'g Hollow O Q�b1,pte yOjSt Fi ergtass Column McCulloch PSPN516Z , (2) 8d Nails MSTC52 wrap under (5) 8d Nails a o 1605 North Parish Drive RPS28 � o st Bas sill plate l.i 'Simpson' H2.5 A o °° �� 1°�S� (g) 8d Nails H ow Column (seeDtl.) - � - ° Southold NY top plate joist hanger L I �I� I ISI (5) 8dx1 1/2" Nails I _ �-+ II I SIMPSON STRONG TIE found on IUIi I� I� I wall CS20' Coil Strap E—Concre Jurisdiction � IIIA I� p t Foundation con II IIIA stud over ever stud I (8) 8dxl-1/2" Nails I YdhIl till 11 L II (3) 10d Nails - - - �II I I� III (8) 8d Nails Town of Southold - _ 0 III Iib Am A ATER OR PIPE Suffolk County Y Wall Stud to Wall Stud to Sill Pla Cantilevered Wall Stud Soli Post Porch Co umn Rim m Joist DetaiS10 Iaround House an r d Ga e S12 o Rim T LL _ t to Top Plate Detail to ound n Assembl tl. _ Drawn By: M.P. C SS1.5 rn NS1 j �4✓ ,�� c� \ c Ca Beam to Joist Strapping Checked By: a� Note: TRAPPI N N Simpson 1 i •off.. `o S G I T H S RUCTIONS 2.5 hot—di ed alv. Ca / P ( PP NS1 ¢ 9 ) 1 �t' Required where note M.A.M. I , o ~ . v a on plansStrapping To Be 1-1/4 Wide 20 Ga. Steel /` °° N ¢ N ®' or Simpson' Equivalent CS20 (coiled strap) (4) 8d Nails `Deck Joist o I ,° v — HD Job No. o .� •� Unless Noted Otherwise. v�y� a' NS1 CJ m {°•' 2. Use Stainless Steel Straps & Fasteners or 2129 SNE- W > SOlid 1p?l Corner Post Soli orner Post—> Hot-Dipped Galvenized When in Contact HSS2- Sy... _ Q Q with Pressure treated Lumber. (4) 8d Nails Porch Girder Sheet Title _ 'SIMPSON HDU8 S 2.5 3. Install Strapping For All New Construction. Post to Beam StrappingI' Y LINES And where noted on plans . Simpson H2.5 (hot-dipped alv. •r 0 2-16d Common P Str 7�8" dia. 4. Install Strapping for Each of the Following: ( PP g ) a Detail • +• Threaded Rod nails CSD 6 o.c. `� HSS2-3-SDS1.5 Simps HDU4-SDS2.5 Post _ U Hol n for full length -Rafter to Rafter over Ridge Post Base NSI-pp- ELECTRICAL WIRING Of stud -Rafter to Plate to Stud - Nailing Sch. r�1 Blocking a -Hip Rafter to Plate to Stud o Endwall I second floor o NS1 o p II a -Common Rafter to Hip/Valley Rafter PSPN516Z LOAD BEARING WALL (with HVAC Chase) �• - 0 I I E -End Wall Studs to Wall Studs - Framing Details R MSTC52 U III -Header to Jack Stud \PSPN58Z `-- 8" dia. Threaed Rod -Jack Stud to Rim Joist Em dded 12" into Concrete `• Rim Joist w son 'SET' Adhesive o -Wall Stud to Rim Joist RPS28Z O / P L -Cantilevered Stud to wall below Concrete Pier -Rim Joist to Sill Plate Sheet Number: 'SIMPSON' HDU8 DS2.5/ ° first floor -Rafter to Ledger with joist hanger Plumbing Electrical & HVAC Protection Guards o Holddown Connecti Dtl. Holddown Conn e tion Dtl. C -Rafter to Beam to Post `o -Beam to Post to Floor Beam Deck Strapping • = as -Floor Beam to Post not to Scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) Assembly Detain -Joists to Beam LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK Tphon INDICATES CABLE JACK TV INDICATES DUPLEX LE - - -- - INDICATES FLOOR OUTLET -- - -- -- -- -- - - - - - - - — - F.O. - - INDICATES QUAD a r n .--a RECEPTACLE - __- - -- _ - -- -- EX Sting - -- — _ - _ ---- - -- -_ INDICATES LED RECESSED *WW itillact--P oposed -- - -- - - - A�'�'Crl LT - ncov6red - -1 , =- = - -_ -= v ed __ = =- _ - --_ _- Ur1CO covered ADJUSTABLE CLG LIGHT FIXTURE I Deck _ ---------- - - -- - -- __---_-- - - INDICATES LED RECESSED CLG. _ Patio #1--� l- - - -- -- -- - - -- - 1 _ _ - ----_ --- _ - - ------ -- - ------ ------- - -----"- - ---_-- --- _ ---- - - LIGHT FIXTURE H 21 Main Street Stony Brook NY 11790 1 i--- - - --- -- -- - _ - - - --- - - - - - - - - - - - � - - - - -- --- - -- -_ -- - LIGHT FIXTURE CLG. phone. - - ---- - ---s----_-.--..z...--__-------------------_ �� 631 686 6585 fax. 631 686-6786 INDICATES PENDANT CLG. LIGHT email. MMacrina@MMArchitectAIA.com -- - - HH - - HH H web. MMArchitectAIA.com --- -- �- FIXTURE - - - -- - 1 --- -I 1 t - -liH - HH _i 1 i - - INDICATES LED KEYLESS CLG. LIGHT KL These plans are an instrument of service and are �- - =1_l_T FIXTURE the exclusive property of the architect. I I I-I I-I I------ Infringements of the concepts and design ideas ! ---------- ---------- INDICATES RECESSED CLG. WP toethetfullest textentdofwtheslawalCoe 9hte2020: -- - --- -- I I ( I Gn0 FT 3 3 3 WATER-PROOF LIGHT FIXTURE Michael Macrina Architect, pc. All rights reserved, --- -- -- f --- - - T d w h no part of the plans may be reproduced without 1 ISO sink 0 WALL MOUNTED LIGHT P M traash 1 INDICATES the expressed written consent of the architect. I BBQ ' ------------- --- ----- - ---- - ---- i ------ --- --- I I ---- HH--- --- r---- HH FIXTURE -- _ ------- - H-- ----- - - -- ----- -- -- ----- ----- ----- ----- — HH _ -- - _ HH HH HH INDICATES SURFACE MOUNTED LED �SML Drawing Status HH H F.O. LIGHT FIXTURE I I I I �— II � I---- � -- - 1GFlI 1 --- - 1 - - NeW �- --- Great ----------------------F1 JAMB SWITCH---- -- I I I I r - - --- - -- - -- I r GFl - - r I --I I Covered - - - ' '' I t Room I I gy 7 ; I L TOutdoor r �' ' I} I I I I ;1 I --- ----- -- -- -- -- i I I ! -- I�ItChen 1 I --- -------—HH�}- INDICATES SWITCH I I HH Issuedt0 stove stove P, -- -- -- �L oven Ii �� INDICATES 3-WAY SWITCH — -- I---� I t I t I I 3 t ---� i i HH pendant - JJ I H 1 H8 ----�-- HH I HH HH Ty I Play Room I HH hood 'I1 - --- -i --- y ----- INDICATES 4-WAY SWITCH II In Det-A. I I - - I _ I\ P-1 �' n' HH 4 I -----� -- ---- -- - --- ---- ' --- -i INDICATES EXHAUST FAN (100 c.f.m.) EF --- ----a 1J ;' - - -� I ; new j i I I 1 I—J I —�HH-------- HH 1 7 _=11 ❑ i- ---- -- - �� island j - )�a - I I -a-- ( - i-- - GFl (, INDICATES SMOKE DETECTOR SD - nn -- -----1 r I i 7 - J _ / -- -- I O Q N �T i I ! ! I I ��` ' _� J I '� _ I I _ _ / INDICATES CEILING MOUNTED -- Pro osed I �_ -- - <• I I I -- I I 1 -- - covered--" I Ii i r HH H - CARBON MONOXIDE DETECTOR -� Q �i - - P ati o-#2-� } I H pendant I J—- HH F O HH H HH ' I - --- - ----- ----- - - - -- - - ED CARBON ---i i i - H.. - - --- _` I- Dates . � r ----- HH ' HH !, I MONOXIDE DETECTORNT CM -- I -- ----- - - -- --- -- - -------- -- J _ —I i - =-n in-- - _ --- ref. - - - ------- I I HH 11/9/22 Issued to Building Dept. INDICATES CEILING FAN W/LIGHT �00 .-�------- -- - - - - - - I I 3 3 HH — - - ---- -- --- - -------- -------------- ---------------------II------------------- ------------------- v HH - _-_-_-_ ----------_ ------- RESCENT T i--- - --- --,- --- - - -- -- -,- ; LIGHT AFIXTURE � ,. 4 3 3 — HH ----HH - --- HH ----HH ----- H H H H H I - - - - - - - ----- - - ---_ --- - 1 - '- - -:-_ _— - -_- — - ------ - ------ H -�- ----------- - ---- THERMOSTAT OT - - / - - - -- --- ----------------- closet ----- - ----- - closet r -- ---� - 7- -- - i---- - -- - ----i _ - ---- --- ------ -wine I I I --------------------------- ,,, FIXTURE BOX -- - H- l FB Aii ref. ! i a - __- HH I 4 I open to - Bath • #� new window SOFFIT MOUNT MOTION FLOOD EF ----- ----- HH -----, above HH - well below LIGHT -- �� -- -- I HH - - -- - -- -- ----- Iii I{ - H WP r - EF WALL MOUNT MOTION FLOOD LIGHT -- - - IIIH Foyer I -- - - --- - I, ; - - No. Date Description I -- 1 - - --- -- H Powder UNDER CABINET LIGHT(LED) --- - - - - -- - ✓vwvvvn - ---- - - - -'I I-- -- _ -- - ='SCre@rled _ - _ _. oom -0 - 2 ;; Project l H HH HH HH - ' HH - I Hall Pant�r '; HH$ \x� --- do i whi ----- __ � ------ - ---- --- - -- -------- �� \ \ Herat -_ : --� -I ---- --T ---I ---- --r--� I I -_ _ - ----- _ --- -- -—- H new or Proposed 1 � -- -- ------ _ – j 1 --- - --- - -� it I II I i generator HH H 1. WHITE DECORA &SWITCHES Residence I -� --- -- - - -- - -___ _ _-_ _ _ --_-- -- - ---- ---- — -- --- - - - ------ - -- - ; dry P RECEPTACLES Laundry, - whip -1 - -- - - ; - --� ----� T— -- f = �- -- - -- -i Room -t -- - ��� - --__ --- - -------- ---- ----- --------------- -- - - - - --- --- - - - - -- - -- 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, � --- �_._-._ Vt�------H H - -- L EXTERIOR MOTION DETECTOR& I-- - —-—- _ ---- --_--- - - --- - --- - ,�� --- - \ i / - _- „n --------- -- HH- - ----_ `HH _—HH -HH Hall --- REGARDING LOCATIONS. I- --- - -- - ---' - --- - --- -----_-- -- — -- ------- ----- _- _ HH ( i l -unit) FLOOD LIGHT LOCATIONS. For T--- i----- - �-- � �\ ` ti- --- - - _ - -- - - - - - - _ _-- ____ --- -_- --_- -- - - _-- _ � � � � - - ,A/C urnt,� A/C ' --------- New _ --_ — - - -- -- ` 3 TIO ` -- - - - - -�___ � _ -------._�,..�\`�\- _ -- ---_-�=- � - _ --------_-- -- __-- - - ---__-__� ; ' I w.m. dryer - whip � =' CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, - - -- -- -_ - Covered Porch_ - ANY ADDITIONAL- - - - - -i i - - - ' ', --- -------- --, ABLE,AND PHONE l - f _ - --__---_ - ---- --- ----_ ---------=----- -_---=--=_-__- --------- REQUIREMENTS AND LOCATIONS. - -�- -1 - - - -- --1-- -- \ ---- - --_ - - - - - --- -- - -- - - I ! HIj ! � i I . bench Ii Ken 1 1 _ -_- --- - - -- -� �� `- --_A---_ - _- ._ ._-_ ._- --- I H : .GFl i - I ! 4. ALL OUTLETS TO BE LOCATED IN BASE MOULDING HH HORIZONTALLY. -� t 5. ALL SWITCHES ARE TO BE ON DIMMERS. - Liz -- - - - Mudroom , �- I 4 1._ __ I 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY SYSTEM, land LOCATION TO BE DETERMINED. McCulloch OGR r 3 I I 3 1605 North Parish Drive -- - _ ----- --_-- - -- 1--- ------ --- - - - RECESSED LIGHT SPECIFICATIONS Southold, NY First Floor Electrical Plan _—_�_�_—_ ,�, All interior recessed light fixtures are to be 'Halo' LED -1/4" .11 ._0.1 sML -------- sML I I --- SSM----- � H995 4" New Construction AIR-TIGHT ICH Jurisdiction Housing plan north I I with RL 4"white LED trim kit module. Town Of Southold iiGn Exsitin i i All exterior recessed soffit light fixtures are to be 'Halo' LED Suffolk County H995 3 New Construction AIR-TIGHT IC Housing with RL Garage ( i i I 3" white LED trim kit module. I I I I I I Garage surface mounted LED light fixtures to be 'Westing Drawn By: House'#63221 12 watt 6" LED flush white. M.P. / -o c` - M. I. sML sML I I SML SM L Checked By: w �� 4' 4 1 I t I M.A.M. Job No. I I i i I I 2129 -- I I Gn Sheet Title : I I I I SMI SML ----+-�--- --------- Electrical Plan SM ---------� I I - First Floor I I I I I I Sheet Number : LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK Tphon INDICATES CABLE JACK TV INDICATES DUPLEX RECEPTACLE y INDICATES FLOOR OUTLET OFO I C -a 4e INDICATES QUAD RECEPTACLE . C r i n -ra INf 1 INDICATES LED RECESSED �MIw rC h i be ct ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. HH LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 INDICATES SURFACE MOUNTED CLG. SM ------------------ LIGHT FIXTURE phone. 631 686-6585 - - - - _ - - -- -- - - --- : fax. 631 686-6786 —--- ---- ------- --- -. INDICATES PENDANT CLG. LIGHT - — - ---- - - FIXTURE email. MMacrina@MMArchitectAIA.com _ ncovere -_- - - - - -- ------- -----_Deck#2- ----- web. MMArchitectAIA.com - - -- INDICATES LED KEYLESS CLG. LIGHT These plans are an instrument of service and are ---.---._-- -- —_ - FIXTURE the exclusive property of the architect. - ------ -- --- - Gni Infringements of the concepts and design ideas -T--------------------------------"--------------------------- presented on these drawings shall be prosecuted - ------------------------------------------------------------ INDICATES RECESSED CLG. WP to the fullest extent of the law. Copyright 2020: j I I I I :1 WATER-PROOF LIGHT FIXTURE Michael Macrina Architect, pc. All rights reserved, I I '; INDICATES WALL MOUNTED LIGHT no pa o the plans may be reproduced without I 1 77, I i' I ! I ! ;II I i , j i II i j I HH I I H W. A/.I.('�. i e expressed written consent of the architect. V V v _—_—_—_ FIXTURE HH --- -i--- HH o HH HH INDICATES SURFACE MOUNTED LED SML Drawing Status �I Bedroom - $ g ( ' 'I ' II � IIII Ili i H Bedr I I m #Z -_ �_ — I i �� I #3 � LIGHT FIXTURE �o INDICATES JAMB SWITCH is r I I I I i j INDICATES SWITCH I I � o O O ', i, _ Issueo t INDICATES 3 WAY SWITCH OI I 10 TN HH -� HH, 1''I 3 iH ----� ----- HH ' l H -- - - ---- O O I 1 ! HH HH !'' —_—_— _--� INDICATES 4-WAY SWITCH N j' 4 Buildina,HHHH I De t -J1 - Bedroom , ro osed -- O --;� -- -- _ INDICATES EXHAUST FAN(100 c.f.m.) EF I I �-----� I f�oof Deck ( I i CJI I ! i i I I #4 i INDICATES SMOKE DETECTOR SD Bello 1- III ! I I I ( I H _-- I I -` l S - - O O I SII INDICATES CEILING MOUNTED D HH N CARBON MONOXIDE DETECTOR /i 1 H _ --- I i_—_-- H 'J H ' -- I-i- - HH INDICATES WALL MOUNTED CARBON MONOXIDE DETECTOR 0 Dates . I I i � I I ! j ! I I I I I -' O O 11/9/22 Issued to BuildingDept. 9+ 3 —_ _— INDICATES CEILING FAN W/LIGHT i l l 1 1 "' I HH -' O O : I 3 3 j . IFI ------------ ------------------------------------- HH INDICATES FLO RESCENT --------- ! iii 3 4t LIGHT FIXTURED D S� H HH HH \ HH it ------ ------ HH Hall HH I I , - - _ _ ---- - THERMOSTAT L - --- --- -- 0 T H Ba r closet ' I H FIXTURE BOX ®gyp I U — -= T blow =---1 ------;' EF SOFFIT MOUNT MOTION FLOOD �Q I i-= ------- down LIGHT w linen I seat rx HH HH ' WALL MOUNT MOTION FLOOD LIGHT I I AC µ' No. Date Description �+ chase # r D~ wp :- m H H _-- -_- HH _ I Study I I I N UNDER CABINET LIGHT (LED) � o - - EF---- — - — Toilet —_ _ _ —_ _— la nd Project . HH HH HH ry — Bathrm - — H -- .Room cute H ! a ove I -- - - . ProposedEF EF H ' NOTES new oilet H ; ! ------- linen HHI IHH Room Residence 1. WHITE DECORA RECEPTACLES&SWITCHES -- T 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, Hall Bathrm. #4 ` REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR& FLOOD LIGHT LOCATIONS. For , 1 HI I H 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, - - --- ANY ADDITIONAL LIGHTING, POWER, CABLE, AND PHONE j M GFl REQUIREMENTS AND LOCATIONS. ---------- --------------------- -- i-L--------------------------------------------------- -- ----------------------------------------------L-; - --- ___- ______ _ Ken -- -1- ----------------------------------------------- -1- ____________---------------------_-- � 4. ALL OUTLETS TO BE LOCATED IN BASE MOULDING I . HORIZONTALLY. H new 5. ALL SWITCHES ARE TO BE ON DIMMERS. linen & Liz ! 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY SYSTEM, Second Floor ElectricaI Plan LOCATION TO BE DETERMINED. MCCU110Ch 1/4" = 1 '-O" plan north 1605 North Parish Drive Existing HH SD Existing RECESSED LIGHT SPECIFICATIONS W.I.C. W.I.C. Southold, NY All interior recessed light fixtures are to be 'Halo' LED Jurisdiction H995 4" New Construction AIR-TIGHT IC Housing with RL 4"white LED trim kit module. Town of Southold All exterior recessed soffit light fixtures are to be 'Halo' LED Suffolk Count SD H995 3" New Construction AIR-TIGHT IC Housing with RL y 3" white LED trim kit module. Garage surface mounted LED light fixtures to be 'Westing Drawn By: House'#63221 12 watt 6" LED flush white. ------ --------------------- M.P. /G CF ' ti Checked By: Existing Existing M.A.M. = . ` Bedroom #5 Bedroom #6 `�' existingelectrical existingelectrical Job No. work to remain work to remain 2128 Sheet Title : "��✓ ----------------- ----------------- Electrical Plan Existing Existing Second Floor W.I.C. W.I.C. FE Sheet Number : w