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Home My WebLink AboutSmith, Thomas & Jennifer To: The Southold Town Trustees RE: Hearing for Wetland Permit for Thomas & Jennifer Smith I have no objection to the Smiths replacing their current house as I realize after more than 100 years of Nor'easter and hurricane flooding the house and garage must be in very poor condition. My parents bought my house in 1942 and I have a vested interest in Jockey Creek. I remember how it was and see how it is now. The Creek already has enough problems. In my childhood we caught and ate clams and blue claw crabs right in front of my house all summer long. It is now closed to shell fishing by April each year because of pollution. I feel a hot tub full of chemicals has no business being so close to the water. The Smiths have applied for an amazing amount of construction on a very small lot, including a second story addition to the garage which will include balconies and a staircase outside the original footprint of the garage, a pergola, outdoor shower and the afore mentioned hot tub. By my calculations this is about an additional 250 square feet of space. I question whether the garage is even in good enough condition to support a second story safely. The lot and house size have not changed since the Smiths bought the property. If they wanted a bigger lot with more amenities they bought the wrong house and Jockey Creek should not have to pay the price. I hope the Trustees will consider making the new septic system the first thing that must be installed, especially if they intend to have a second bathroom on the property. Thank you for your attention to this matter, Marjory Moffat Stevens 335 Private Road 3 Southold, NY _. AUG 1 1 �� i FFO "'- Glenn Goldsmith,Pres Ckiint �OS� (,Q�,OG? Town Hall Annex A.Nicholas Krupski,Vice President c 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples �01 �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Ati k 6,7,0,5 Completed in field by: EV%Iab PesPLA-5 THOMAS & JENNIFER SMITH request a Wetland Permit to demolish the existing one- story dwelling and construct a new one-story dwelling in-place consisting of raising the existing foundation ±16 inches to meet FEMA compliance, and backfill inside entire foundation with compacted clean fill; construct a 1,203sq.ft. one-story dwelling with two 19.5sq.ft. stoops and one 15sq.ft. stoop; remove/abandon existing septic system and install an I/A OWTS sanitary system with 42.29 cubic yards of clean fill and a retaining wall enclosure of a 07H x 20.51 x 8"W section, a 1.1'H x 4.4 x 8"W section, a 1.5'H x 22.11 x 8"W section; relocate 20 L.F. of Belgian curb; existing brick walks and patios to be removed and replaced with concrete pavers and permeable stones; install a stormwater drainage system for the dwelling and garage; for the existing 12.5'x24.5' garage and to construct a second-story addition with a '/ bath, a 3.6'x6' second-story balcony and a 13.2'x3.6' exterior landing with stairs to grade; install a 4'x6' outdoor shower off garage; construct a 10'x10' pergola; install a 6.8'x7.9'jacuzzi on an elevated berm that sits 33 inches above current grade; remove existing retaining wall behind garage and construct a 26'L x 33"H x 8"W retaining wall; install underground water and electric; and to establish and perpetually maintain the entirety of the property except for a 380sq.ft. area be a non-turf buffer area. Located: 3121 Oaklawn Avenue, Southold. SCTM# 1000-70-6-10 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: __),/Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: . arcs . I e,n G f a G Present Were: V G. goldsmith ✓N. Krupski VE. Sepenoski y L. Gillooly ✓ E. Peeples I , � IIR .yI /{ • �dC rA I ,.'.rq a +I i{ "'!t�i qd�;q\ f (I- a _ 1. i �<� t'% .. `a ;(y' ...rat.. �ti... � � r L. '�qr1,. ,►...+ r�� A,( a.;� -:`.r a `'.p ..vlu I✓.�'"+Z'•�� 1is �.. 'k. t• ^. _.�mi, o- - JJ T. . 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FND : 'A"-INLET TEE BASED ON LIBER 12568 PAGE 0951 FF' '+'2 O m zoo I.P. I.B. SET "B"-INLET SHRUB � •F`� � s o Z `oy 55 SPOT ELEVATIONS 0 YARD INLET • BOLILARD Lll O wo , 't; `� w C, o UTILITY POLE 0 YARD INLET WETLAND FLAG z w r Z C. �— GUY WIRE © ELECTRIC METER CANT. CANTILEVER UTILITY POLE W LIGHT © GAS METER FE. FENCE O I Q G w a LIGHT POLE C7 WATER METER MAS.MASONRY oa -c- SIGN M GAS VALVE PLAT. PLATFORM DOW o N WATER VALVE (PVC) W.W. WINpOW WELL S L --�%— PVC FENCE PVC wv � z w z —Y-- STOCKADE FENCE STKB/W BAY ( ) C/E CELLAR NENNTRANCE m z x— CHAIN LINK FENCE CLF 0/H OVERHANG >�'^ —— WIRE FENCE R/O ROOF OVER y,Yo FIRE HYDRANT D.C. DEPRESSED CURB Z A/C UNIT ° °mo p a o 0 o ® CROSS CUT G.O.L. GENERALLY ON LINE STAKE a �' -a Q =3 Z ON LINE R.O.W. RIGHT OF WAY a I— I•- U s^� W h ° C, oho Cr V) U U U >- U O z FOR HEALTH DEPARTMENT USE ONLY � m '-I FLOOD INFORMATION ( ) o ry C a�w o=� W g �s m U Q V C �zQ BY GRAPHIC PLOTTING ONLY,THE PREMISES IS LOCATED IN FIRM ZONE IV "'X`"(AREA OF MINIMAL FLOOD HAZARD) AND IN FIRM ZONE AE(EL=6;)AS PER MAP NUMBER 36103CO166H, �� ° w o W 0 EFFECTIVE DATE SEPTEMBER 25,2007. NO FIELD SURVEYING WAS PERFORMED TO � I o 'z z o DETERMINE THIS ZONE. AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT 0 9' wo MN�i W W W W W W AGENCY. cr cr N Ld v IG.ti O pff' f..�....._.._-. -,_...�_...... V! VI V/ U/ V/ V/ QUO 4 C w O � o 6 IRA EC W W W W W W W TIDAL WETLANDS DS BOUNDARY, AS > > > > > za^ 5q ^ \ ELINEATED BY EN CONSULTA \ '' - ° r W W W W W W W a _ a v n3 — 10-17-2 J�I� 03 11MITS OF \ 6• d LJ�J tY a w 0 a CLEAR1Ng A EDGE OF IM I a P i _ N N N N N N 3w� O O O N ON N Wma G� __ LIMIT OF MODERATE WAVE ACTION _ _ _ _ _ .__....�o_._ __�___. _ ____..,.. Pam- \� W�3 DO r, N In N Ln Q > �pG lEn L6 �� LINE OF COASTAL BARRIER \ \\ \ N N OF2+, a (p `- — —— __ RESOURCE SYSTEM AREA__�________ O O O O o i 04 f d- mod' w Ws sal 11/16%1990 z (1• / a / (0� F.N Y c0 Ln d• P7 N W l z� C / 3 �k ———— 3 o�yb ��• i �Z� l+UT 1O / QV•��\ /N EON ``\�� m?¢ cL / �: TAX !N G aZ OG �.S �� V 0v tiN & �, 4.42 B / z x'- $ y p 1�9 4.7Y 09 . m P �Q00� MPS• o z Z w� 0 pQ`� 7.14 1' I C� lJ7 s wm 1` I >z °P �oOOP iP�Pv B/H�, Q �T 15 I /6 FE ,a i .-0.7' TAX CE I� s CIOc o\R ' a �PGE2� ,� z 13 ME RESIDElE R #3 _ L0 g Z o ,5.�Se �� TAX p5 pRIVAWPjER 0) }- o E �, P �� a' �� ESIOENCE 3 #4 PVgL1C �� v A I /Ot i GF ,+ ME Ro # I z3Z0 v> Frti GP , �`� /�1'0�� GAS 20 EL 6� Q o� �o�� \M�P�\NG +5O FRg pRl AT vIS18�E UMENj > Q < a / c E 5p3� #3 0 SEp 1C OF, pOC _ zo- �oPJ �ry �a 6 00 �'0 / �J� Agl E EC o¢z 0- 00y�11i FEZ IwEo o \� O Q ola W� �P � oe• + U a�w � J I �� •�P / / ^• ZQz1 TS D w o `J 0 z dz •t663 0 s. TAX L0 w FRAMpR�XTE R -0 O WoCn g WAT � I V) o w W oo O TAX LOT 11 °� ENCE m Z T 8 \ Fg NOEWN�VENUE �? TAX L0 CE / / FoME REwN NpVENUE O� / / �GP KUA O z -H ` ce ao3 Y Gp�i I O N N o O �cW 9 LL 5/ / TAX LOT O W z�o GP -I o � RESIDENCE Q �P� //5�• I FRAME IVPjE RD # Z O O � 3 a W oR�v� ° 05 PR WP�R ' TEST HOLE O z € •+VI I #2 PUg�IC CL 6 a g6 f OF ps• • I NOT TO SCALE DO a> oo660 q P'/ S� I D GRADE El. 3.7 I W MIXED SAND O 00 r- FaZ NLE SAND Q O O ELI z f� W W' o W o 5' O N U w S W lVJ jz WATER IN I N 0 0 0 a / Q / FINE SAND � 0 (n g t PAILE BROW q 6�• 3 10' 0 Z U C ° m m I a LOT 7 �t. g O0 O O N SIDE AVENUE 5' 1?�� , 1 y 15' N w 3�45P0 A� W ER pRi `GD° s°a I # pUg /� way N�a �Gp. way IIpT 38 CE UNTERED WATER 6TEBELOWOSURFACE Y o m a FRTAX R ASERD ON McDONALD GEOSCIENCE 5 #22 p1�G�ooN A 1' 10/28/22 (y�of Lij ~ a ��W� pENO PUgU1C a- z z !� N,w ^� Ld O � �o > wmWq Q LL z =ow O O o aw c MON BUILDABLE LAND NYSDEC 71 z Z 3 AREA ADJACENT AREA z o w T 37.1 LOT AREA LOT AREA 0 �z z E 6,953.31 S.F. = 0.16 AC. 6,953.31 S.F. = 0.16 AC. Q `�_ o TAX RESIDE Pv-NU FR OAKEAWN`E E so-ENS BUILDING = 1,202.95 �. Q U oSE #3325 SIC OR O 0 CUM pp _ GARAGE = 301.30 m 3 NO SEp g`E COR BUILDING GARAGE = 13010 305BRICKr— —I m 7 w P�P11 P RE LOT CLEARING AREA PL WALK(S)33 � N Jp N I NO OVERHANG(2.6x6.7) = 17.42 PATIOS) = 952.07 �>y;s O ;NZsIQi OVERHANG(1.5x4.1) = 6.15 I/��// f _ ?z 6,953 S.F. = 0.16 AC. 1.�� 3,836.70 S.F CLEARED ~ z 1 OVERHANG(2.6x6.7) = 17.42 r 3 55% LOT CLEARED CONCRETE = 30.66 w°i 1,521.67 S.F. 21.9% LOT COVERED TOTAL = 2,604.88 S.F. (� o W�o =rz' 37.5% LOT COVERED z G z g m GRAPHIC SCALE - ooN 20 0 10 20 NOTE: LOT AREA � FND WELLS, SEPTIC, & CESSPOOLS AS SHOWN HEREON WERE 6,953.31 S.F. 1 ?1 MON NOT OBSERVED AT THE TIME OF SURVEY. THEY 0.16 AC. 1 o" ( IN FEET ) WERE OBTAINED FROM DOCUMENTS OF RECORD AND N _ 1 inch = 20 ft. SHOULD BE CONSIDERED APPROXIMATE. * W ALL ELEVATIONS REFER TO NAVD88 DATUM hF-Lril 1 z w 1 0 a�< g,,f0 z SYMBOL LEGEND BEARINGS SHOWN HEREON ARE r = m� El MONUMENT FND (a MANHOLE TEST HOLE BASED ON LIBER 12568 PAGE 0951 ❑ J0 O w 3 O�� F ■ .8m � ® I.P. /LB. FND Q "A"-INLET 4�,� TREE ��j o 0 I.P. /I.B. SET LJ "B"-INLET SHRUB � � Cti _ o 1 Z 5 UTIOLTY POLE IONS ® YARD INLET WETLAND FLAG WBOLLARD ? o W N Z YARD INLET >-- GUY WIRE ® ELECTRIC METER CANT. CANTILEVER LL Q=� <(UTILITY POLE W/LIGHT El GAS METER FE.FENCE h LGHT POE WATER METER MAS.MASONRY \��C/ ' o -c- SIGN M GAS VALVE PLAT.PLATFORM I .( \v PVC FENCE (PVC) wv W.W. WINDOW WELL z W z � WATER VALVE w- _ s* L —� STOCKADE FENCE STK / t I Y ( ) B W BAY WINDOW ._: —x— CHAIN LINK FENCE CLF O/H OVERHANG 1 ( ) C/E CELLAR ENTRANCE 4 ri",• ` a o w o WIRE FENCE R/O ROOF OVER c � Z A/C UNIT o I� m z� yYo FIRE HYDRANT D.C. DEPRESSED CURB ro ® CROSS CUT G.O.L. GENERALLY ON LINE 0° STAKE o Y� C1 i f a o 0 O/L ON LINE R.O.W. RIGHT OF WAY �v� �v ,. -� C.J 0 0 ! 3 J ; F- U z=� o hM b i I s 5wa FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) o o aQw 0 o C 7) � ryry' x LL F W OzF ° Z ^' IVZZ O C nw�BY GRAPHIC PLOTTING ONLY,THE PREMISES IS LOCATED IN FIRM ZONE**X**(AREA OF o w Y V MINIMAL FLOOD HAZARD) AND IN FIRM ZONE AE(EL=C)AS PER MAP NUMBER 36103C0166H, o w < EFFECTIVE DATE SEPTEMBER 25,2007. NO FIELD SURVEYING WAS PERFORMED TO R`�' (� � n2 0 �Z DETERMINE THIS ZONE. AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE:FEDERAL EMERGENCY MANAGEMENT+ �`) �o 3 Lj Ld Ld AGENCY. W W W W W W s ° � Of » » ofo w a 8 Gg• '{ hh Z p .. c U) m U) 1n U) � a O O G o 6 6 J O �..__� COgSTgE 7R—S� LINE (n (n (n (n a Z a �� b' �fYy ry, 3 /� \ U z a �Q • ,�• �' NLL \ 11 BOUNDARY, AS DAL WETLANDS �� .• _ O 1J• N -/ ELINEATED BY7CONSULTA W W W W W W W LL LIMITS 0\ y as 10-17-22— \•l � � W' � W' O a J nc� QV Q b' r CLEARING \ \ ro �6f� �O• � �� N % EDGE OF IM M 17 N N N CAI a N N N N N N 3w� Ql 0 0 0 0 O LIMIT OF MODERATE WAVE ACTION N N N N N N W x F n N 3 Rom_ S 00 I� N L0N _LINE OF COASTAL BARRIERO p o N N aN �------ ——EESOU SYSTEMAREA— O vv F a � G� 1� = W3.997 11/16/1 990 ————————— > ^om CAN J (D Ln N W Y j 1p 10 v �� fi G y�� 1111 _ice �� z o d 7 3 '1' 1� O�FttNp� n i B � \\�\ °m a s 6d / v TAX V / a OG to /� Tull,E PO& �� z li WV 7� 9 •�i �"P 4.42 6 4.7 o �vP��Pp 1 ,1 BPS' Fl�K %f O a z z p0 G �0 / 1 O Q� � 0 4 OQVC�C�P� 7.14 B (� Ll7 0 z B/H 50 X LoT 16 I o z *-0.7' TA CE z &o\R� ' z ti� PGA .� 0 E RESIDER p _ LC) a w P�E� i� o T 13 FRPM �E O� >- °z. 59 TAX PR P SER o 0 0 T NCE #4p5 �1C W P z G�- 6, l ES�OE 3 pU6 I w w Ogp�J>�r7, GAoo ' U�E 61 os do�PR,►�� SS�NG 1�/ / . 60 ' FRAMPR� ASE R18 E NS � Qo'o �P# v�P� o� ti(EL �. Ge ' 1°`� c��P $ y #335 1C CIS oCUME I �y�5J •�. �� / /a6 p21E / 5`3� NO S E ECORo D In 0 2 Z. �0' (nw� 3 NNo N o h o O Q wN A ,��' E � P�/ g5 0 �r. TAX LET NCE z s�oE =o FRPMPRR ASE RD #3 -O 0 0 �zm y /p / �E�� I #3opUBU�C WP�ER Z a ,�. O Q'_z / oF�P �/ V �'w g ', / T 11 8 F�; TAX / a� m<Z RwN A ENUE N�d O N TAX IAT $ � / / \ � OPK�P T ME RES1DEPv�NUE ,,� / / I cQ. - boa #3�pSP0"`C w p,SER �c�� (- N Z V w m O / O ==a 41 / / 3za GPh �Wz .01 N ��t GP �P• / O Oo� Eo �ti\� O II w LL O � fL Zp ° ��P I TAX LET I O W Zwo S\DENCE J ° - O CN�I Q w #2D5M8`RCPWP ER#� I TEST HOLE } z \ a a G�PN 00�pG O FAN. OF AO�'V� Pv / NOT TO SCALE Y Q O 00 O o ° zw •AO''F' S 5�0G�P RVG�� °A$ ' O. GRADE _ _ EL. 3.7 I \ wo z a P S - MIXED SAND O •• ° III=III= AND LOAM x z z ` 2 p�0 �/ PALE BROW y m_ 1� c �OR\ENyP� /GP'/ i I INE SAND M W� o z Ld WATER IN N °o w PALE BROW In N w FINE SAND 0 � Z�� rT, / a �'A 6q• �j� 3 I 10 O Z W 5 o y ° SIDENCENUE 15' ry FRPM PK�P N ER / �� yg1 /50zo d #3145PUB``C W I } ww� Naa l cp• WATER ENCOUNTERED ° 4 \ s$ �CC 2.6' BELOW SURFACE J o a oaau c \ ME RES Rp #3 s= ° �Q 1 TAX �T�oEN I— O vPjE McDONALD GEOSCIENCE = Q < 'o #2NDNG1 CONWA110N 10/28/22 W pE PU6�1C � Z co O W (U) � � �F "till < 1 �mwa LL_ N=�w LLI O ova,. O Lc I MON BUILDABLE LAND NYSDEC FIND z30� c AREA ADJACENT AREA Q z �o� T 37 1 LOT AREA LOT AREA 0 Q O U Z a z TAX NC 6,953.31 S.F. = 0.16 AC. 6,953.31 S.F. = 0.16 AC. Y Q a N° RE ENUE °ffi�Z o T SIDE FRPMEK`PWN Pvv15�BUE BUILDING = 1,202.95 �.- Q U # 51OC W RD OMEN PGARAGEPS 301.30 W O m 3 NoSEP OR CO DOC BUILDING = 1,202.95 0 � �UPB�-E LOT CLEARING AREA BRICK WALK(S) � Q z-z Li tAoPVP RE OVERHANGG2.6x6 7) = 17.42 PATIOS N O 6,953 S.F. = 0.16 AC. OVERHANG(1.5x4.1) = 6.15 3,836.70 S.F CLEARED =-a I OVERHANG(2.6x6.7) = 17.42 � LL 3 v 55% LOT CLEARED °w z 1,521.67 S.F. CONCRETE = 30.66 O (lj 21.9% LOT COVERED TOTAL = 2,604.88 S.F. Cn Z° 37.5% LOT COVERED <Z z w GRAPHIC SCALE �-Zm O N a 20 0 10 20 NOTE* " LOT AREA FND WELLS, SEPTIC, & CESSPOOLS AS SHOWN HEREON WERE 6,953.31 S.F. LL MON NOT OBSERVED AT THE TIME OF SURVEY. THEY 0.16 AC. W ° WERE OBTAINED FROM DOCUMENTS OF RECORD AND i o ( IN FEET ) SHOULD BE CONSIDERED APPROXIMATE. W o a wT mz 1 inch = 20 ft. * ALL ELEVATIONS REFER TO NAVD88' DATUM 1 aNv Zw�= av°i� z � z . z a x00 a�_______ TOWN OF SOUTHOLD w z SUFFOLK COUNTY, NEW YORK Z 0)CD W v I w I SCTM: 1000-070-6-10 Li-- a SEE SHEET 2 Q z FOR ENLARGED 1 ,PSG V V" �� nour�Tu+"•.�� — _ _'` .- SITE PLAN 1 50 aB�3 ' ems ': dz2 -1 �ti �K c4f1eE�,v` t' ,gyp i �c M .✓ s� o I1 OVERALL SITE PLAN ` ► ve �NS ', / •` " e„� I �, SCALE:t"=40' 1 + »/ �: 1, .,�. 1 Q ----------------------------- a cr J �Z ) ZW zz � \ PROPOSED UTILITY POLE CONNECTION FOR PROPOSED �\ UNDERGROUND ELECTRIC / Ax'rt �':_/0ry mow : g Al 5�., �� z i XYW n PROJECT aY LOCATION � �j Np'1• �l� LOCATION MAP QS" �50 LLJ Q0Z O z yy � 8R / 1 0 0 G gZ0 _ U O LOT AREA: L. ,_,:, :A Y o Y 6,953.31 SF OR 0.16 AC 0 J N=rn 0 uo H C E I Poo e _ J U L 2 5 2025 0 Southold Town .• P to,, W Board of Trustees i W z F- W O O p0 N T o� EXISTING ONE STORY SINGLE O� / , ; M ° oho FAMILY DWELLING TO BE REMOVED 00 00 ,r LL! , d U CD 0) v> W U Ag PROPOSED 4°SDR35 0� EXIST.GRD=3.T(SC GIS MAPPING AND SASKAS SURVEY) " S�S`S�' 0 (V� � DRAINAGE PIPE `t' � W 0.0'-2.0' MIXED SAND OLAND LOAM PROPOSED 12'DIA X 4'EFF PALE BROWN HIGHEST EXPECTED g g�SQ O o o DEPTH DRAINAGE LP(7 YP-2) z 0 2.0.2.6' SILTY SAND Sp GROUNDWATER EL 1AY QI� C\2 r- g, Gcn WATER GROUNDWATER ELI.1' gA PROPOSED SUFFOLK COUNTY WELL DATA STOOPS HIGHEST GSW.EL=SAY(0327/07 NAVD88 �S780A �A .}� a'R 7 0 -i' S� l- c-iw - G.W.EL.CLOSESTTOTEST-BORE=5.1V(10118122NAVDBB) GO �J e)4 ` k�..R '?6` yO Z�\ O 7~ O Q DIFFERENCE IN ELEVATION=0.33' PROPOSED VA WATER IN PALE SP G.W.EL.TEST BORE=1.1(100 22-NAVD88) � ELECTRIC LINE ESTIMATED HIGH G.WJ1.=1.43'(NAVD88) 'I" BROWN FINE SAND J - a A h$ 1+-• _1 'y �• w �`ti '.X 3 O1 y �0 K\A Cr o ORENCO PUMP Q �,�'r•(r .:- r F PRE 4. t 71DAL�--- ---� ao�m yw BORING BY:MCDONALD GEOSERVICES .\\NG EL 5.0'/ a.y\�+ 6 1 ,� ,a 0'�P\' GRES 44/T <� `'< JELIN (1`E°TLAND BO , -m TAKEN ON:OCTOBER28,2022 FLOP / ��a \N 08 16 P 3 cif,.a•'` CLf 5 O,r \ B 6 k3 y FATED S UhOARY, OCF e H G g5 se ARr \ 0-17- BY EN- AS -o= _ 22. _COrVSULTAN NOTE:WATER ENCOUNTERED AT26'BELOW a �` 1.�- , 8 �= o t SURFACE 't, O- i - \�� ,�` c„ c,.'S ° - TS TEST BORING HOLE ABANDON -_ EXISTING OF 1M N.T.S. SANITARY ry �°�}: r j 6 // OPOgEO y DWEEIINO , � PROPOSED IIA LIM17 OF d. SANI DESIGN CALCULATIONS PROPOSEDO.THX20.5'L ^�r 'TAX OT 10 PR FPM11 9E� 140g(„� yCU `CONTROL PANEL X 8°W RETAINING WALL / 6 ^'i ' 422 C t g1dG� Be 3. `� N a / ^ gW�50' ZOl2 52a, Z a n. 1 ea TANK CALCULATIONS: ` 9 FL: nw PROPOSED VENT2'MIN,WICHARCOALT LINE- Ot FLOW(3 BEDS)=400 GALIDAY / i gW A s V/h yr' 4.7 7 SSjFF Et 5A 3,i `�'p FILTER MIN.T FROM DOORS I WINDOWS CAPACITY FOR FUJI CEN5=749 GAL O I 1 S°W RETAINING WALL / N'(�23 I X 4.95 INFILTRATOR CALCULATIONS: \� N4 $ y SO - 1!S y - G PROPOSED 10'X 10'PERGOLA 400 GALIDAY I2.8T(INFILTRATOR WIDTH)13(GAL80AYISF)=47.11 LF 47.11 LF REQUIRED PROPOSED 17 LF OUICK4 PLUS / OP��F-P/ � a a.�, � ..h,NP\� .\F. � / � PROPOSED IIA p'BOG 4 I r { PROPOSED UNDERGROUND ELECTRIC SERVICE 51 LF PROVIDED(3 ROWS OF 17 LF W INFILTRATORS) STANDARD LOW PROFILE i ELF 59 5 \N M1 �04 'L 0�111 {Q t' AIR LINT �l 33 21 q s >/ _ ___� u 1/ X - °a z INFILTRATORS TYP-3 PyS�1lr �t ��' 19 _ �" . X 4.76 5.z7 WEEN `- - > ( ) / �!' O /. INE 8ET z w 1.32 ` \Cr\`/ �QP1OR O' G i J 4. 8 n 4:4 I i/] A pROX"AE Ez ZONE X W- m FILL CALCULATIONS ,.¢1`�611�9 PROPOSEDCiL 42.9ECY X 4/�O� �8 7Ni7A ZOy` 0 z E i ® r--'LOC & W A.22 5.16 Z v1 zz CALCULATED USING C3D SURFACES 1 I ` .�} r`0� .3 20 Sg - •_e\, \} 4 fi�° I RETAINING WALL TO BE RELOCATED I w g = z PROPOSED 1.5'H X22.1'L e w PROPOSED BALCONY ABOVE i FILL=42.29 CY X 8"W RETAINING WALL _ " ' L ` D\R1 A c i�h' W'�0 ��^ \ / I 5 78 r!, z e z r'tjF\ S• �o\y~' (/ GR�X &N /$ ;.00 r� 2a OS ,W,(OyER' / ,F o7z 4 Y.55� X 7 RELOCATED RETAINING WALL, I /w`1 $ H'z g z 3.69 t OP p OE B H r `y, X I i' �•�( ~ 1 PF �(\OPT a t 8 DESIGNED BY OTHERS m PAN �yo�S} X Xw_ 2g� \` 5 ` Q 04,' �c , m •s k. 0 Sl yY1S�C' 3 0 J. 7' 0,85 M1 z 3. �L OR GP r G 2 RELOCATE 20LF OF O \\` ZO E / A E E1 Q X I Q� F\ 1 \ °c ��j G� Y.00 ��' Q 70.07 X\ I 6 O UKU t'EXISTIN AND ADJUST 0 `. A b". / I PROPOSED GRADES 2 + J f� 5 r'2 X - PROPOSED 6'A°X T-9' z t.J1 t1.3 � T X 11.58 w Q X 3.52 s v 4 1y k 7t.59 X j SOVEREIGN HOT TUB w / i .' h• 1i3:f1. n 50' I 2.34 ' u \ REMOVE EXISTING WATER �° GG j \ SERVICE CONNECTION AND ^ t + 'rel (y k a 0.51 'Z 1 - 11:pg r_ "J I PROPOSED 6'X4' / I / `? "� O'S7 OUTDOOR SHOWER WATER VALVE C5�c / v ^� X -.�; k 6 \ PROPOSED WATER cn �h.�/ 48 X 17.01 3 I ) METER X 3.3 op, 24 , } i 68 ! \ e® r�'� A. k 8.i 9 X t7,s6 �.� PROPOSED WATER\ +i- X 3.67 q ��'�', 38 SERVICE r ,Q• ` X �� Q o p O I X 3.17 //� / s,i'/9 .� i' ,,,�'� 17,'0 ` e • 1 L I PROPOSED GARAGE WATER Q,t J PROPOSED FUJI CLEAN SERVICE TO BE AT LEAST 54" 0 tO // 3,15 X7 f X i t, 5 r s INLET ADAPTER 90 INCHES BELOW GRADE m I ✓ / , i Q ! � PROPOSED FUJI ' 6 ` CEN-5 TREATMENT TANK I PROPOSED STAIRS V o SITE PLAN /%`Fw'�/ /+//�% fQr� r 68g /� ° V TO BE VENTED BACK \ O o w n_ 1 I / �,\ �{�59 4 I B THROUGH THE HOUSE 'r 0�,.O iLL SCALE:1 -20 + X 2.72 e`� �.so �/ poi / r' r L I TAX i01' ' L� v E �� _U3 o 0 1 O 20 I �5 � // / X 5.71/ a { EXISTING GAS NPSER Y I FRAME RESID Ch 0 co / SERVICE TO #305 PRIVATE o { REMAIN EXISTING OVERHEAD PUBLIC WA NOTES: 2 / /Z ��\ / f TEST HOLE WIRES TO BE J U L 2 5 20�25 1. ALL PROPOSED SANUARY LINES TO BE 4°0 SDR35 PVC PIPE ' 88 'r _ REMOVED UNLESS SPECIFIED OTHERWISE.2 NO i �jQ /,�/ / / �` / /• N PROPERTY UNES. 3. ALL UNDEING DRYWELLS RGROU D STRUCTUIRE LOCATIONS ARE 70 X 5.26 ' "' { PROPOSED UNDERGROUND ' 1 J LL S % ELECTRIC SERVICE So rtholtlTOWn ILL APPROXIMATE 8 SHOULD BE VERIFIED IN THE FIELD BY THE ��j� // / ul /� X 3.87 Board of Trustee ` V O CONTRACTOR BEFORE CONSTRUCTION BEGINS. -�% / �� 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL / % �' Uj DATUM OF 1988(NAVD 88). . // +%0/ X W ./� f �� I X 4.91_1 X lif X x h z HIGH WATER ALARM WIRING 120V AC,1�ITH GND 0-AMP POWERCONDUIT. PLY. �0 \A 612-AWG WITH GND IN PVC CONDUIT. AS PER MFGR.IN CONDUIT. MAIN QUICK4 PLUS STANDARD NATNE BACKFlLL ESTABLISH VEGETATIVE 1}LATERAL �� CN SERVICE PRESSURE PIPE LOW PROFILE CHAMBER TOPSOIL COVER AND GRADE TO DRAIN 2'X1}REDUCER(TYP) w Z o 00, ��y � PANEL a! .... tea:, ., ..., .. •� .:. •:...... ;....;:...• •-`••t�_::..:::.... 2'FROM OWTSz : O W U LL- CONTROL w E6 _ _ _ rL az O O PANEL i y / 2'UNDISTURBED SOIL 2'HEADER FUJICLEAN UNIT ELEC.SERVICE �16•TRENCH WIDTH-►I �') d C (SINGLE ELOWER CENTER SUPPORT 5` CONNECTION DETAIL B NOTES: 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN a HEADER DETAIL DETAIL A NOTES: 2. INSULATE BOX AS NECESSARY 1 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP S N.T.S HARDWIRE STANDARD MULTIPORT ENDCAP(RIGHT)SHOWN 4. PIPE SIZES PER PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 9W SWEEP FITTING OR 2-45°BENDS,NO ELBOWS z H LGROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK TO DRAIN THE PIPE(ADD'EROSION PROTECTION SUCH AS - PATIO BLOCK) a PRESSURE PIPE DRILL HOLE LOCATIONS ON END CAP z d z m ow F wz GAS w > FUJIMAC BLOWER END CAP NOTE: z 80RII-20ORII ELECTRIC LINES SHOULD BE SERVICE DETAIL A INFILTRATOR CHAMBER INSTALLED BELOW GAS LINES AT ELECTRIC (ANY MODEL) CROSSINGS. + I-/-SERVICE DETAIL B 2 ELECTRICAL ONE LINE DIAGRAM s INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE 5 GAS & ELECTRIC CROSSING DETAIL 3 N.T.S 9 N.T.S 3 N.T.S OPEN DISCHARGE PUMP TO J DURAF OBTAIN GRAB SAMPLES IBERACCESSLID ORENCO EXTERNAL SPLICE GRAT TO GRADE ice- {L'y�� I W FLD24GWIRG24SAFETY BOXSBE%1d L• _-. -------.-__- --_-_- __ (; (f L� V€€"° L E3 �•' is I: 2"STONE VENEER L•- !_J t PUMPBASIN DISCHARGE ASSEMBLY CHOSEN BY --•- MODEL PB2454 HV125 WI DRAIN HOLE OWNER _a 9 AND BALL VALVE I W =-' JUL 2 5 2025 To DRAINFIELD '� = 4°PLUG AT GRADE a O' FROM_ v - !� LIQUID APPLIED FORCLEANOUT SoUt)7DIdToWn 4z .OATS WATERPROOFING GRAp U W MEMBRANE Board Df Trustees -� ON • w z VARIES- _ _•- @14° 4'PVC V sa 5@14• 4'X45°13END wg ORENCO DISCHARGE OFJ 4'PVC WYE co w PUMP MODEL PF200511 _ '-' MATERIALS 8 JOINTS EQUIVALENT TO WATER WATERSTOP N - . °'•i WATER STANDARDS OF CONSTRUCTION ? SERVICE z $w -�'•_ _ --_ _ 4'PVC -FLOW AND PRESSURE TESTED TO ASSURE 4'SDR35 PVC Q a m o ' 0.08 CLEAR MIN SLOPE 'PER FT TIGHTNESS PRIOR TO BACKFILLING DRAINAGE PIPE 1��4 65 z o 3 0 {�----3� CAST-IN-PLACE CONCRETE - -�.�-:f� •a . - Y 4r.,_ «-e-- .. (TYP.) f„'-�- =- L;`=r',=-- `=-==•r-`-• o vgi t DEADMAN POURED PRIOR I -=•.' -• _�~ �.._1 - PROVIDE 6•SAND$GRAVEL TOP PUMP BASIN /1 w BEDDING UNDER CLEANOUT INSTALLATION PENETRATE 0. 32 1.35 PUMP BASIN 3°INTO DEADMAN s PUMP BASIN 7 RETAINING WALL DETAIL s CLEANOUT DETAIL s DRAINAGE &.ELECTRIC CROSSING DETAIL 3 N.T.S 3 N.T.S 3 N.T.S 3 N.T.S 1.4 C/) - HOUSE F.F.EL.8.00' FUJI CLEAN INLET RETAINING WALL 10.38'TO ADAPTER 90 C10 TO GRADE EL.4A8' o C.O.TO GRADE EL.4.30' ROUND ELEVATION 3.68' TANK GRADE.EL. COVER TO TOP OF RETAINING RETAINING WALL W O r , BUOYANCY CALCULATIONS a o .0.TO GRADE.EL.3.W 4.0 COVERS TO WALL EL.5.29 RA 3. j GARAGE j GRADE EL 4.3D' fET O F.F.EL 3.59' I ( x 15.05'TO TANK DISTAL HEAD HEIGHT 20° z=Z m WEIGHT OF FUJICEN5=483 LBS EACH I ITOP 12°MIN.COVERTOP EL .1Tl WEIGHT OFBUOYANCY KR=2,412 LBS Q C1 L______ N6.18'PRESSURIIEDPIPE I 8°LP INFILTRATOR (2%8'X1.5'XO.6TX150) J m54' WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=6,943 LBS Y LL-_-_- _ 3ROWS-1TLONG BOTEL3.56'. I (2X8'X1.5'X263'X110) Q0�w INV.EL. INV.EL.3.77' I WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=6,199 LBS Z-- _�NV,E1 2Z$---- - S.OT ORENC0 r OPUMP 3.46' I I I (2XITX1.6X28TX90)PROPOSED EL. TOTAL=16.017 LBS N~to o INV.EL. RETAINING WALL M F- FUJI CLEAN CEN5 TANK 236' 2 BOTTOM EL.2.70�+V Y' I BUOYANCY FORCE ON SEPTIC$TREATMENT TANK ASSUMING TANK IS EMPTY INV.EL 2.53 (NEEDS BUOYANCY KIT) z I AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER zu I 7.9'X 4.0'X3.30'X 62.4=6,567 LBS HIGHEST EXPECTED 1 16,017 LBS SEPTIC TANK>6,507 LBS(2.46 FACTOR) GROUNDWATER EL.1.43' BOT.EL.0.50 - WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH BOT.EL.-1.87 WEIGHT OF CONCRETE DEADMAN=530 LBS (PI(TOTAL)SS6LBS�) � 070 SANITARY SYSTEM PROFILE 3 BUOYANCYUj N.T.S WATER 5 UP TO HIGHEST EXPECTTED GROUNDWATTEER GROUND W (PI(V)"2)X 0.93'X 624=182 LBS � 556 LBS PUMP>182 LBS(3.05 FACTOR) • ``II W FRONT ARRIS BACK ARRIS LINE LINE BUZZED LL O 0� 00 LJJ PAVEMENT 3/8°WIRE ROPE WITH(2)318 v I I=I�IIIIII—IIIIIIII I -•_ � --'_ ,< III III I II V� � O CABLE CLAMP I YP) 2"WIDE X10'LONG " QNYLDNBTRAP ' —III_ a ID IIIIIIIIIIIIII LI) * �\ zBELGIAN 518"X9°TURNBUCKLE CURB 'I I _ c -�" ad< I I—III—I THE FRONTARRIS LINE SHALL BE JUL 2 5 2025 (TYP OF 2 MIN.PERTANK) —III BUZZED TO REMOVE A MINIMUM cn COMPACTED —III—III_ IIIII- OF P AND MAXIMUM OF B ALL ALONG THE EXPOSSED EDGE. EMBEDDED EYEHOOK - CAB WIRE CLAMP WITCrYP) (2)318 SUBGRADE Board of Trusteesmg (TYP OF 4) 12 BELGIAN CURB DETAIL CONCRETE ANCHOR SIZED PER FUJI CLEAN 6'MIN BED OF COMPACTED GRAVEL D m 5 CHAMBER VOLUME(GAL) INSTALLATION MANUAL BENEATH TANKS AND ANCHORS SCUM BAFFLE B 1 SEDIMENTATION CHAMBER 277 T-10� DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH _2 ANAEROBIC FILTRATION CHAMBER 278 USING IDENTIFIED FACTORS 2-1P 2-7z 2 3 AEROBIC CONTACT FILTRATION CHAMBER 127 MODEL DEADMEN(EA) DEADMAN NET RESTRAINT RECIRCULATION 4 STORAGE CHAMBER 63 DIMENSIONS PROVIDED(LBS) AIR LIFT PUMP — 5 DISINFECTION CHAMBER 4 J CEN5/CE510E7 2 8'X 18'X 8" 22.200 _ O3 DISINFECTION YLR(OPTIONAL) To7ALVOLUME 749 C IN DE a CEN7lCE10 2 8'X 18'X B" 26,232 F- CEN1010E14 2 8'X 18"X 8' 29,320 W 4"INLET IPE 4°OUTLET PIPE � SPECIFICATIONS CENI4/CE21 2 10':<18°Xe' 39,065 A T 4CEN2110E30 2 12'X 18'X 6' 51,235 A ANAEROBIC MEDIA PP 1 PE FI WNG RATE 32°b i < O - BOARD TYPE AEROBIC MEDIA PVC IPPlPE FIWNORATE 16% , 5 AEROBIC MEDIA PPIPE FILLING RAM 57% „ FUJI CLEAN TIE DOWN DETAIL EFFLUENT BLOWER 2.8CFM Z 4 N.T.S INLET BAF LE O AIRLIFTPUMP TANK. FRP z� O O PIPING PVC I PP 1 PE a LU 1 ACCESS COVERS PLASTIC/CAST IRON z N z Z DISINFECTANT(OPTIONAL) CHLORINE TABLETS U R RECIRCULATION PIPE FLOW BAFFLE 112°AIR INTAKE w—g N W FLOW OPENING(TYP.) (CLEANING OPENING) g 4.87" W q a W �• CLEAN OUT MUST BE INSTALLED PROVIDE SECONDARY PLAN VIEW - F,..q Zo ao SAFETY COVERS(TYP) TO PROVIDE ACCESS TO THE 24°ACCESS COVER m 5, °�3 ADAPTER FROM ABOVE(TYP) DISINFECTION 20°ACCESS COVER(TYP) 20"ACCESS COVER(rYP) 24°ACCESS COVER(TYP) CYLINDER(OPTIONAL) i K- 6.24° FLOW OPENING z° W 4$ c W 7.03' d �' BOARD TYPE o CONTACT MEDIA V& • O o OUTLET SOLVENT WELDED TO4-LONG W O STUB OF4°SCHEDULE40PIP 4 �o CONNECTED TO FUJI CLEAN CEN UNIT(TYP) 4 90 DEGREE LATERAL 3 INL TOP VIEW Q O RECIRCULATION Z 0 PORT ADAPTER ALL PORT u� O '� z,Z m ARE4"OPENINGS 7.03 ASSEMBLY Q =o PLAN VIEW f+ .z3 a o Y W EXTRA INLET CAPPED z O VIA4'SCHEDULE40 1•97° O 3 04 O y o ADAPTER&PLUG(TYP) O3 - 4.7° AEROBIC MEDIA rn 7 4.3' AERATION ASSEMBLY SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW � � O ,3 FUJICLEAN INLET ADAPTER DETAIL 14 FUJI CLEAN CEN-5 DETAIL Lu w 4 N.T.S 4 N.T.S , n i MW Area L s+ ;ems aze .:ram s a' y'r r; a � �v yea, l a(square,feet) Lot 4: �E�. �_f� � F � t�i� ^��a�t � ��3 s � > an• �r� a<� r „ �.� :� �� pi Southold Town r 399,999 ggp'q ;.9, QQIr Ojlrf Sl°E'f, ' ......,........ _..... ,._...- __.J aCxs s x a�v��'i � � ��`atr` `�'a�� a�r v x k - �<\t��_ �'a ,h ,� `^� •• r 60 85 1,�0,00(� 10� :, 0 199,999 � '�ti f Est�ro�•y�� x-.2£ ..��' `�� '� �ra�, � � �. ..::� ,, � y�,>. 2 � e t � 4:, a E I u r �... '. .. 6. ,x., .. .r��1 ,.L; r ': � �v..,`''.,�.k"i�,,... CJ�Lr'� Qo �QLr1J L�J9 Qo�oQ❑ 80,000 CO 119,999 20 0 20 -9 75 � \ o 000 to 79,99920^,;�, 20 4 75 �� ;.,, �;. �.w � ��;. „ P R 0 P 0 S D D MO ITION AND 40,000 Iv059,99920;`�'� 5 } 3�} 20 `" ��•' '(� I'.,.3� �� ., � �,. Q o �10G3� G1MC�MM� a a .X G3�MGG3Cz]CG1D G�]�I ��g0� �'qg� : �.y('''� : �.. 20 000 t0 20 >6 0 1 50 Less than 20 000 209/b 10 25 - E . .. > r' x > s 3 t 3 t, nn a N W R NO _"w_ _'v_AT10N TO TH r I meet the following. On�O�� OrI1�� 1s�t�, 1t1� pl-iti�tl'~q are se��r:, ai front bars seal.[ e required t0 t 0 x , 3 3 , ... ...-. ....,,,.„ ..,., a.,,..... ,...., .,_-. ........ E SMITH R N Ul , -..... ..... zj r- 2 __ .. ... ,.,..,.: _ ::., ,,, ,,.. -, .:. ,.. ,. ,.. .:a •.,. ,... :., >.e.+'a ,L .:, 'Sep .., D .. .... .......e :fit -. ...,.,.E > ,v ,•.a�,(x., ,....., Less teat) 20,000 35 20 10 20,000 ,o g 40 25 15 , a{ PIER LINE DRANINO 121 OAK AWN AV 0 .00 �O �O d , < < F STORM DRA I NAOE GALG : < . I. RUNOFF COEFFICIENTS: PAVEMENT = 1.00 NON-TURF ROOF =LANDSCAPE= 1.00 �ry �00 U IE°o SLAWN 2. PROVIDE STORAGE FOR 2" RAINFALL =.16-1 12-15-25 155UED FOR PERMIT�� 03-24-24 REVISED PER TOWN ROOF DRAINAGE GALGULATIONS: a GOMMENT5 I. ROOF AT HOUSE DRAINAGE AREA (LP): � 04-08-24 REVISED PER TOWN 14-5 S.F. ROOF x .161 A = 24-1 COMMENT 2. ROOF AT GAkRA&E DRAINAGE AREA (LP) REGONSTRUGT EP 08-2q-24 REVISED PER BOARD OF 300 S.F. ROOF x .161 x 1 = 50.1 EXIST STOOP �P� w TRUSTEES GOMMENT5 3. PAVER AREA PATIO AND STOOPS 1121 1ci.5 SF Oq-20-24 REVISED PER DEG + 1021 SF PAVING x .167 x I = 171 �� MNWi o RECONSTRUCT APPROVAL REGONSTRUGT ��5° y63 CO EXIST STOOP 02-21-25 REVISED PER FIELD EXIST STOOP = co2'STONEVENEER q � CONDITIONS 4. LANDSCAPE P : � 'mil �S 1,45 SF CHOSEN BY e •• 4,074 5F LANDSGAPING x .16"1 X 2 = 155 5.0 SF 4¢� 1 , �Crs OWNER o _ y P �� O COASTAL 2{ NE 03-03-25 UPDATED LOT GOVERAC7E A LANDS BOUNDARY, TOTAL = 605.1 °°Ps�P qO 00� o `�w ` no NEAT BY B-C-SULTAs --- 06-2q-25 REVISED PER IA SYSTEM USE (2) 12' DIA. x 4' DEEP STORM POOL AI RE(AININ& WALL 3 6�Ao ,:' a w me o EM - - - W DE516N w/OPEN GRATE. 403b x 2 = 80.7.2 .-f'x20.5'x8" — � G ^r�3 • - - REVISED PER TOWN O�T 25 25 RE f` LIMIT OF MODERATE WAGE ACTION v LIQUID APPLIED ggg COMMENTS ;\\ • :_.`Q� WATERPROOFING Al RETAINING WALL 2 0 �_ / fy l MEMBRANE c / 0"� ��- __— RN SOURCEOSYSTEMBAREAR 1. 'x4.3'x8" EY' ' /` p� Q - wit%is/tee ----------- VARIE �Z #5@14" Al BETA I N I NG WALL IWATERSTOP 1.5'x22.1'x8° ti'j i G 1.B 'NE x 151b OF EXTERIOR r R03` 1GNE. WALLS AND 100% OF � 0.08CLEAR r ROOF REPLACED 4 (TYP.) MAINTAIN GRASS AREA 0.^^� I �^ y�p4�4.r/ `�\ :, d' •, .�' , I 32 1.35 380 SF TAT 16 SHOWER AREA RETAINING WALL J`"./\�a RE510E D #3 6 .� GP�P�SVA ' TAX T 13 FRAM'-RIVATE RR N.T.S PROPOSED 1-f LF PLUS ,\ iN ggg STANDARD LOWP��GFESIDERDE#3 #40PUBU\C WATE e FJ15• G 1• , p FR pRl ATE P o P� GA ZO UMEN NON-TURF PROFILE INFILTRAGTORy o l Ala `'E 3 335 SEp c�Isleo c : ,.,. �\ COR AREA - ee��,ti 1 <:E �_ 140 � EX. CAR E FRONT ARRIS � BACK ARRIS LINE LINE BUZZED LL PROPOS M LF P US i � 1 x GRADE �5• BETA I N I NG N GP -III—III—III •' l W- .2 _ _ �$//� ��, A ti°�E 111 III III I° . . 0 & -III-III-I PAVEMENT RELOGATED 20 F OF /�/ �° / /� TAX LOT t2 �% 1=III—III a" ° �. c G EXISTIN BELGIAIIB ° GUR / P 3/ yy� wP FRAMPRIVPSER #3 _ AND ADJUST TO WT„6 %/ #30PUB�Ic WADER -III—III °e —III I —I II=I I I—II I II TAX ;III I w RPOPSOED 0RAE3E ` / } 1 BE CURB _ _ a ' III-III- NOTE: C� III-I I�. THE FRONT ARRIS LINE SHALL BE r(� TAX TAT FZ �� / FRAME AE510P NUE k ,8 / t WN . , .. BUZZED TO REMOVE A MINIMUM / #, pAK� ,- � .III III—I I'- E RES\DE P�ENUE r, FRAOAKUAWN 0 ��y/ � \G� �-III-III-I 1 1IIII�iI I - OF MAXIMUM OF #g�p5p08U1C WATER •oryg / o ; CSUBGRADE ALONG THE EXPOSSED EDGE. �(Y pet BELGIAN CURB DETAIL A w< 0 -y Y / N.T.S ,Z . .-� / TAX 1A �. `; E4 �"1 g, VIP,ER#3 r/ k e FA' O E e SGG AB 1 ��t / ABA / AO" s � � SyB• I H r, �-+•xNR� � � O w lDA 6y �pl S �j� 3 A O �) 7J- \ o FivME 5\DE AVENUE � s Opy, Pg1V`50 `� A �10) � � #3}45pUBU\C W /~ p� y w � o � gip. 1 TAX R R SIpENoE#3 V I Jr ✓ FRAME 1E �� M1 22D pR�CpNNEC110N a r� PE�OI?u5uc WA �C I a" Z E— O MO W N 00 O 3 T 37., X LOT ENVENUE n� 325ApAKt.AW �V15BMENT No3 SEPTIC RECORD DO V D� C N ND X ' Np AVAIEABLE O DWG. INITIAL LATEST ISSUANCE a � NO. DRAWING TITLE ISSUANCE REVISION NO. s DATE \ FA TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 12-13-23 1 0-7-24-25 EX. 15TY DWELLING 1225 5F SPI SITE PLAN 23-024 TOTAL WITH INTERIOR ALTERATION 1225 SF Oct-20-24 EXISTING PERGENTAGE LOT GOVERAGE PROP05ED PERGENTAGE LOT COVERAGE EXI GROUND FLOOR PLAN - EXISTING 12-13-23 $� PL TI �I NOTE• EX2 EXISTING ELEVATIONS 12-15-25 C�G°QD C=OC�C o PROJEGT5-23-024 O I L I �1 EX. I STY DWELLING 1202A5 5F EX. 15TY DWELLING 1202A5 5F I• BOARD OF TRUSTEES APPROVAL NEEDED DMOI DEMOLITION PLAN 12-13-23 02-21-25 • Ell EX. 15TY GARAGE 301.3 5F EX. 15TY GARAGE 301.3 5F 2• DEG APPROVAL NEEDED SCALE: I = 30-0 3. ZBA APPROVAL NEEDED AO SCHEDULES, NOTES DETAILS 12-13-23 d EX. GONG STOOPS O SF EX. GONG STOOPS O SF ;, DG�Q�MDG�JC�#o INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. 5EE 516NED AND SEALED SURVEY OVERHANG IT42 5F OVERHANG IT42 SF 4. PROJECT DEEMED DEMOLITION AND 5 65TANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-25 1 02-21-25 IMPROVEMENT TOTAL LOT AREA 6a53 5F TOTAL LOT AREA 6CI53 5F 5" HOU5E MUST BE RAISED AND ADDITIONAL FOUNDATION A2 PROPOSED ELEVATIONS 12-13-23 1 02-21-25 ADDED TO COMPLY WITH FEMA GUIDELINES A3 PROPOSED ROOF PLAN $ SEGTION 12-13-23 1 02-21-25 PERGENTAGE LOT GOVERAGE 21.cl% PERGENTAGE LOT COVERAGE 21.cl% 6. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER O A4 PROPOSED SKY PLANE DRAWING 12-13-23 1 02-21-25 8. NEW IA 5Y5TEM � a a a. DEMO DETAILS ON 4 OF a 10. NEW A SYSTEM ADDITIONAL FILL FOR Al 5Y!5TEM 15 _ 42.2Di GUBIG YARD. I II 3 I 1- g t�. .S 3F n. I ,x ° Both Sides ' AL 200,000 60.,. �O 10O $� �? � a ,ore„ p H 2nd I, a , 399,999 CC�� F k 120C:00�;O 1 �, � �+� � � R �� "�' T 0 R Y ` 199,999 � K�^�'� R� �°� r� 6 Y�i � X �.� � s' ec� -�i.-`v�''<.�y,�-. ,ram �v\. zammq 80,000 O 11 20.d� 6O 20 45 7 �M,� � � � ��3 � �,� � � �:` E � z�a G13gCzlMO4 ra ` 60,000 tO7('`g 20 , 20 5 7 � �. .r , x � : III, 6 I 3 < xu Y I. p rx 40,000 O 59,999 2 /b 50 20 4 60 w ° `r G30MCRG3Gi1M1109 Gv1v 20,000 t0 39999 20° 40 33 ;;y. A R AI IOUTDOOR SHOW 9 Less than 20,000 20�'�ca 35 10 25 35 - 931 %[LEI onconforming lots with riltty and Or front yards shall be tlrs0 iTt the following. J., AC UZ Z "' _ r s t t i 1 ANDa { z a .. ,,.. ..:. ...... .,.-.,,.z.,,. ,. ..::.. ,.a.... "....,.. a ,. :� ..:: .. I0 Yard ary Les , x ,.. ,.:.. ">. x r ;n s tha i 20,000 20 10 „ "�' MITH R 20 t00O 4a ,.. TO TH ;' i A �� a N ul STORM DRA I NAOE GAL.G F I EF LINE DRAN I NO I" = 6o' HI, ' & -. ; I. RUNOFF COEFFICIENTS: PAVEI� = 1.00 ROOF = 1.00 LANDSGAPE= 020 d LAM 2. PROVIDE STORAGE FOR 2" RAINFALL =.16'7 "�' O U T H 0 D NY 11971 a 05-10-25 155UED FOR PERMIT ROOF DRAINA66E GALCULATION5: Fa 04-12-25 REVI5ED PER Al 5EPTIG O y+ I. ROOF AT HOUSE DRAINAGE AREA(LP): a 5Y5TEM DE516N 14-5 S.F. ROOF x .167 A = 247 06-2a-25 REVI5ED Al 5EPTIG 2. ROOF AT GARAGE DRAINAGE AREA (LP) 5Y5TEM DE516N 300 S.F. ROOF x .161 x 1 = 50.1 01-25-25 P � w COMMENTSREVISED PER TOWN 3. PAVER AREA PATIO AND STOOPS (LP): 1021 SF PAVING x .167 x 1 = 171 �s��,s 4. LAND��GAPE AREA. (LP), - �SDJ ws ��l 66 29 •M O� NEW STORM DRAIN 1r - I € 4M4 SF LANDSCAPING x .167 X .2 - 135 �4g a to 1^'1 �P c•, O " COASiN ,SECTS1� w TOTAL 603.1 YYY %, 'R--.._ uNE 'S�',i DS BWNDARY,AS .,...-„_.......� ,,., ,,,. _.. CHOSEN BY a USE (2) 12' DIA. x 4' DEEP STORM POOL Cp O Y Q jo5 i` TDB 2"STONE VENEER y � NEAIED BY EN—CONSULT \ AlRETAININO WA 3 ag I,i6i� ,0-,7- P OPOSED 10'-O. x �O OWNER w/OPEN CRATE. 403b x 2 = 8072 I RETA N NG HALL 1 ax a " . 7'x20S'x8" St6 0 � > p PERGOLA 100 SF -S Southold 10WII R , 3 �;'> /* tG�`• ----'— LIMIT OF MODERATE WA n` !E ACTION _ Via.'. F=l (�j DI FfI1SlEUS Al RETAININO WALL 2 oPs� / ter'' _ter '� ,� � ml� 1(j LINE OF COASTAL BARRIER pOC` �f�.� �u _ __— a LIQUIDAPPLIED I.I'X4,3'X8" - cy 1 F 4 �; — q, WATERPROOFING O� - MEMBRANE NE STORM DRA I p l p 5 �O! +.�'.._i.'/ Y>` / �P6610 •. of O, • a #5@14" VARIES AlI RETAININO WA_1 us@,aNON-TURF � ''� J RETAININO GA7E--0 AREA a j t.s'' i " WALLA E O /_ -j / /►Y`. g 1£S' u u n - WATERSTOP PROPOSED 17 LF PLUS Al � „5 � PROPOSED a a. o.0(TMPjAR STANDARD LOW /oPy� '� " SOVEION 6 -8 x \ ,e I R ` a '< 7 ci 33 HOT TUB \ TAx�' I "'I'' I'� & L 0. 32 135 I P I3) I LTRAGTO ` m\ / % P ,,�.{ c�'�� 52 SF pT 19 FRPME REs; R N3 (% y �/ g1 T"X CE PR1cPWp1ER SHOWER AREA RETAINING WALL u / ° 41 AME ESiDER o U0u i0"�+1' � __cA -O tiO��L 8�3 •aS .+-N• g e �, FR A� . 6 �35 pR\ C V1516D�MENT IV.I.J a- 2ND OOR BAIic.O NY 6 -O x -6° PROPOS 17 LF U5 oa. PROPOSED O" x 4'-C' y A q1 OUTDOOR SHO R 24 S#- FRONBUZZED T ARRIS RETA I N I NO 4 GP / `I $ BACK ARRIS LINE LINE BUZZED W= .2 \ 0$/// r —GRADE 5^ cu'n / 3/y 520 �' STAIR LANDINO 13'- " X 3'-6" I=III—III— ° .e R LuG T=v 20 OF / � ryg� 1� TAX 0 �A9 -I I I—I I I—I I I PAVEMENT EXISTING BELOIA� GURB +17 J 5�0 / 10 E RE510ER0#3 'EllII—III—I' a / FRAM R ° AND ADJUST TO / IDT 11 #3p5 pR1C, =III—III a' �/ / / / TAX � PUBLIC I I—III—I RPOPSOED 5RA3E �$ �/ / cE PROPOSED 2ND 5TO Y ADDIT =III—III , =III—III—III O E REs1DEN NUE �301.3 SF \ —III— I E I I I—III- 8 \ FRPM LPWtJ P� / #1 OPK I I II BELGIAN ` — — O TAXE�DEp.CjEENUE y Gy, CURB — THE FRONT ARRIS LINE SHALL BE Lu � /y f g _ III—I 1I- _ / - _ e'e. 'e. NOTE: III I I ' I I—III-1 105 8lowly W •°�D r / o __z,..._. UNFINISHED 2ND FLR �J-7 x I I -2 -III °... III—III BUZZED TO REMOVE A MINIMUM _ _—III—III- ALONG AND MAXIMUM OF?ALL A w /' COMPACTED '—I I I— —III- I I ALONG THE EXPOSSED EDGE. ", O SUBGRADE —III O z Y� �/ PR BELGIAN CURB DETAIL � , 1 9A i n $�� % 9 N.T.S w ---! TAX �T t �y 1 RPME RETIEERO #� s k • "'I I / � —4 hPy F pR1VA R i f/ lao�Upv �wPy /ADa91 #ZOPUBUC WPC AD"E Spa 1 �,� $�S A 1 A w Z rl } _\ GAB FRS Wei Z V. z TO NV Lu ` �1 0 A f I 1DA iAT 7 \c9 1 N �LQ0) 1- �4 AM 51DENCE OF s` ��`� gI 4 P,O Y�Z \ F C7 Q 4 OAKIA A r y`Y Y �5 145pUBUC W MM W TAX LT 3 CE CQ FRPM R V PS�ER 2 0N," D R Y!' / \ �l �l \J I V 1►� J__/ ` H V ' F-•a ,,,« PENDING CONWP.I.ER O � 0 � � 1 I 1 DWG. INITIAL LATEST I55UANGE E-+ �C NO. DRAWING TITLE 15SUANGE REVI5IO DATE 4 E 4 O O MID o '"°" TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN x 03-10-25 0-1-24-25 w RE510EA�NUE 05-10-25 - 2- TAX cE 5P1 SITE PLAN Np SEPTC RECCF.D D AO SGHEDULES, NOTES $ DETAILS 03-10-25 NO PVp11.PB � � I-11 Al PROPOSED GARAOE PLANS AND NOTES 03-10-25 w ❑ w I A2 PROPOSED ELEVATIONS a [ 03-10-25 \ A3 PROP05ED ELEVATION5 AND DETAILS 03-10-25 s A4 PROPOSED SKY PLANE DRAWINO 05-10-25I:2s': pG�OO e�GC�'4#o 25-00cf CFA "-v,. y. PROP05EP PERGENTAGE LOT COVERAGE EX. I STY DWELLING 1225 5F CMG°,DD PDIMo PROJECT5-25-00q F R O P O S IDF L O I L. I EXISTING PERCENTAGE LOT COVERAGE EX" 1 STY DWELLING 1202.a5 5F NOTE: EX. 15TY GARAGE 301.3 SF 5GEAL I" : 30'—O" PROP05ED IOxI0 PERGOLA 100.0 SF I: BOARD OF TRUSTEES APPROVAL NEEDED EX. I STY DWELLING 1202A5 SF TOP OF LANDING AT STEPS 3,5' x4.0' 14 5F 2, DEG APPROVAL NEEDED DD G3LQ IM�I� IC #o INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. SEE 51C 4 NED AND SEALED SURVEY EX. 15TY GARAGE 301.5 SF PROPOSED HOT TUB 52 5F . RO APPROVAL NEEDED EX. GONG 5TOOP5 0 5F PROPOSED 6'-O" x 4'-0" OUTDOOR 5HOWER 24 5F `I P PROJECT DEEMED DEMOLITION AND SUBSTANTIAL IMPROVEMENT OVERHANG 17.42 5F OVERHANG 17.42 5F 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION TOTAL 1,521.67 5F TOTAL 1,111.6-1 5F ADDED TO GOMPLY WITH FEMA GUIDELINES TOTAL LOT AREA 6CI53 5F TOTAL LOT AREA 6953 SF 7" EXISTING RETAINING WALL 15 24'-q" x 27". NEW WILL BE PERCENTAGE LOT COVERAGE 21.GXi PERCENTAGE LOT COVERAGE 2416515 26'-0" x 33" 1 A S rWO 8. NEW IA SYSTEM ADDITIONAL FILL FOR Al SYSTEM 15 42.29 GUBIG YARD. OF -7 o z O' O' O 0 ry o� EXISTING ONE STORY SINGLE oo�o FAMILY DWELLING TO BE REMOVED tip. o' M � ^h �g�P ( ry� PROPOSED 4'SDR35 ryo EXIST.GRD=3.7'(SC GIS MAPPING AND SASKAS SURVEY) S�C�`C�' O (T1P2RAINAGE PIPE w 0.9-2.0' MIXED OSA D OL O��G� PROPOSED 12'DIA X 4'EFF g �Es , 0 Yo DEPTH DRAINAGE LP(lYP•2) FD r `j PALE BROWN HIGHEST EXPECTED p � o ro 2.0-2.6 SILTYSAND SP GROUNDWATER EL.1.43' .g�E WATER AR PROPOSED 0 ~S GROUNDWATER EL.1.1' SUFFOLK COUNTY WELL DATA L STOOPS n(� o HW z ry WELL#S-16780.1 CJ�S P k 6 F� k c a HIGHEST G.W.EL.=5.43'(03/27/07 NAVD88) k� 4I0 O-I'3 k 36 y '�y I} 60 O O c - w G.W.EL.CLOSEST TO TEST BORE=5.10'(10/18/22 NAVD88) 0 o PROPOSED I/A DIFFERENCE IN ELEVATION=0.33' WATER IN PALE SP G.W.EL.TEST BORE=1.1(100/22-NAVD88) ELECTRIC LINE $ o0 2.6'-13.0' N BROWN FINE SAND ESTIMATED HIGH G.W.EL.=1.43'(NAVD88) + a 'X `2 ^- ry (0 ° 65 00 a M Oro j6$ /� rn`O a. 3.81 o O- ORENCO PUMP 4. TIDAL -..-..-.-..-..-.. c¢i a a qa r N w BORING BY: ON:OC 0 D R 285 02210ES FLOP g EL 5�.. f�"y� w W K os "(P6 P 3 SF f js 0 \ 6 kg ELIINEA D By 8OUNDARY N ❑❑U N Z\N /a gU 0 CR MI w, NOTE:WATER ENCOUNTERED AT2.6'BELOW - pOaK o j / AT40 695 ss• ARl \ a^ _0 10-77'22. BY EN-CONSULTgN; SURFACE O ABANDON / OF\� ^' 9 'gip\ o�� 6'7 'l `O TEST BORING HOLE EXISTING GOOF / �� 333 i d �� g E OF IM N.T.S. SANITARY '___ X° Y / t // ONE O\NG �,' 6, \�� PROPOSEDI/A LIMIT OF 0 n 0 , ' a c4TAX OT 10 / PR °FPM\� Wo`\ L\, 3 SANI DESIGN CALCULATIONS J CONTROL PANEL w v 2a r S\NG�g ERP\SE 40 •9 yy C( / ^ � -(W=45p '•.,,`a6 '(OB BE°S) gF � s X 4.3a ��----_ _ fn LINE 01 VENT 2" OPOSED N. HARCOA FLOW BEDS)CALCULATIONS:00 GAL/DAY / / i 9N 5n �� BSM7N 4a \SSF\E�'a� 3. m FIILLTER MIN.3 FROM DI0 RSC/WINDOWS '� CAPACITY FOR FUJI CEN5=749 GAL / / Q X 49g I / NFILTRATOR CALCULATIONS: PROPOSED 17 LF QUICK4 PLUS /� sA 13 2 \ PROPOSED 100 SF PERGOLA 400 GAUDAY 12.83'(INFILTRATOR WIDTH)/3(GAUDAYISF)=47.11 LF STANDARD LOW PROFILE P �a ,\NF\� SO PROPOSED I/A g00, 4 PROPOSED UNDERGROUND ELECTRIC SERVICE 47.11LFREQUIRED INFILTRATORS(TYP-3) OP�F./ N• Wv 51 LF PROVIDED(3 ROWS OF 17 LF 8"INFILTRATORS •`p�,�P/ / •5 \N AIRLINE, 2�4 ,�, X 5 -- _- 7 z f1.59 9 2 N` C 1�9 M X 4.76 27- OPyS - gESWEEN ---- z w F GOS i MNW. O ZE (OR �6 O, 4`4 , ' ppROX UN&ZONE X a a PROPOSED O G /� h' 1.32 / (RP ��-` 4. AZONE AE w RETAINING WALL o i. ^X 4��0� 1�' /��C & w 4.22 5.16 w o (TW=5.20') Cz �16� gg \ S.o a z > 1 / <\0'� 2 &BC 48T' /4 RETAINING WALL TO BE RELOCATED I w g i C� 0 c / X 42 CfJ jC=S \ / d0 W00D 0 10 M� !' PROPOSED BALCONY ABOVE 5 L&0\R A; 00 FEN. %' 29 X 7.18 S x v PIE i 4.4 0 7.14 RELOCATED RETAINING WALL, ^ a m a w pC\O OF�C`'' p y 3 GR t OpOSEO ONER N or 8 7 .55 6s pR Z\ON / �Fi & DESIGNED BY OTHERS F h a 3 �6. 4.7' SO.' X 9.65 X 3.6& tn. Sj EX`SS\NGG z z w 5 2L RELOCATE 20LF OF \ P Z�I EJ, 6� "y1 a Q FF•E.L X 6.60 1� z X 70.07 w Q o 6 NO' 1'EXISTIN ANDLGIAN CURB ADJUST 0 X 3. ` M z G0 5 \ �W 77 / o X 11.69 Q z / v 2 PROPOSED 52 SF z I PROPOSED GRADES \ 2 5 w X i X3.52 6 / 5.17 � .41 71.34 ,>21� X 11.58 Z � w I '' SOVEREIGN HOT TUB 3.ER ' E ./ a• 3 M c 9 X 10. e G O I X 11.59 X 12.34 I �. c�'� REMOVE EXISTING WATER �°35, +az / 00 L 6.57 / 11.09 �9 °3 J I PROPOSED 24SF SERVICE CONNECTION AND N7 W 'k 10. OUTDOOR SHOWER WATER VALVE jE +/•,/�/ a/ R X .�i/ 87 X .53 cn PROPOSED WATER 3 3 S�r6 / 48 68 X 71-07 �1 METER , r 24 i n, j k 8.1 X 77 PROPOSED WATER /. X 3.67 ' ��-' 10 88 46 SERVICE o I �� $ 7.0 O X 10.9 X 17.47 E X LU F I I l:33 a S9 I1 O X 3.17 / 17. 0 Q• 1 ZO PROPOSED GARAGE WATER Q F-z I / A' 11 PROPOSED FUJI CLEAN SERVICE TO BE AT LEAST 54" 0 �3.75 t/ sz�5 35�o X 17, 5 INLET ADAPTER90 I INCHES BELOW GRADE .0 I �LL Z m 7 f Z® PROPOSED FUJI CLEAN I PROPOSED STAIRS J z O p N6 CEN-5 TREATMENT TANK I Y O o LL SITE PLAN I / / / Q / TO BE VENTED BACK I Q O w I /OF / + / X 6.y4 THROUGH THE HOUSE O o 0 U) SCALE:1"=20' I X 2.72 �� 2.90 / /�3 5 ass �/ �d 1 I TAX LOT 12 _ o CO 0 F• y� FRAME RESIDE _ �^ f[�� 0 cn 0 �� 20 I FS(�� // /' j X 5.77 / d I EXISTING GAS WPCt(�' t� to I , SERVICE TO #305 PRIVATE b�JJ X 405 % d I REMAIN EXISTING OVERHEAD I PUBLIC WA NOTES: f /�/ 2 98 �/ /��O % TEST HOLE WIRES TO BE IY ' 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE Y '/ 0 d I REMOVED I UNLESS SPECIFIED OTHERWISE. I nj� / / a/ jt' I Q i It 2. NO EXISTING DRYWELLS WITHIN PROPERTY LINES. �, A/ 7S X 5.2g a PROPOSED UNDERGROUND 3. ALL UNDERGROUND STRUCTURE LOCATIONS ARE I 0J o �/ / �r/ 1 I ELECTRIC SERVICE 2025 �- APPROXIMATE 8 SHOULD BE VERIFIED IN THE FIELD BY THE ��j j // /°I /f X 3.87 d I l `' CONTRACTOR BEFORE CONSTRUCTION BEGINS. // I ` r 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL e2 J 1 I Southold Town W DATUM OF 1988(NAVD 88). . / / / X 4.88 1 I _ W 19 ED E /3.%/. I X 3.76 ( - I Board of Trustee X 7I, X 4.97 ( 1 cp z 120V AC.10,60 HZ,20-AMP POWER SUPPLY. #12-AWG WITH GND IN PVC CONDUIT. 14IGH WATER ALARM WIRING AS PERM GR.IN CONDUIT. �N �O �<c QUICK4 PLUS PLUSSTANDARD ESTABLISH VEGETATIVE 1 LATERAL SERVICE PRESSURE PIPE LOW PROFILE CHAMBER NATIVE BACKFILL '° " PANEL COVER AND GRADE TO DRAIN 2°Xi}"REDUCER(TYP) Revised TOPSOIL z 2°FROM OATS :.::::..... CONTROL �� . . .........•.::, .,......:.. - PANEL o o a o m 04/17/2025 12:27:51 PM 2'UNDISTURBED FUJICLEAN UNIT 2"HEADER i _1_36"TRENCH WIDTH-� SOIL (TYP) - ( (~ z (SINGLE BLOWER ELEC.SERVICE CENTER SUPPORT S` Q CONNECTION DETAIL B NOTES: DETAIL A NOTES: 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN a HEADER DETAIL 2. INSULATE BOX AS NECESSARY 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP $ N.T.S rHARDWIRE STANDARD MULTIPORT ENDCAP(RIGHT)SHOWN J 4. PIPE SIZES PER PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 90°SWEEP FITTING OR 2-45°BENDS,NO ELBOWS ? GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) --- - - - wl g a PRESSURE PIPE DRILL HOLE w $ w LOCATIONS ON END CAP zm o= FUJIMAC BLOWER GAS END CAP NOTE: z 80RII-20ORII SERVICE N m 1 0 INFILTRATOR CHAMBER ELECTRIC LINES SHOULD BE DETAIL A (ANY MODEL) INSTALLED BELOW GAS LINES AT ELECTRIC DETAIL B CROSSINGS. + SERVICE /0�2 ELECTRICAL ONE LINE DIAGRAM tl INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE ri"N GAS & ELECTRIC CROSSING DETAIL e N.T.S 3 N.T.S 3 N.T.S OPEN DISCHARGE PUMP TO J DURAFIBERACCESSLZD OBTAIN GRAB SAMPLES �f/] FLD24G W/RG24 SAFETY ORENCO EXTERNAL SPLICE 35 20' r1l VI GRATTOGRADE BOXSBEX1d 2°STONEVENEER �PUMP BASIN DISCHARGE ASSEMBLY CHOSEN BY MODEL PB2454 HV125 W/DRAIN HOLE OWNERAND BALL VALVE L 1 2025 TO DRAINFIELD '' 4°PLUG AT GRADE ----� FROM v LIQUIDAPPLIED FOR CLEANOUT Southold Town Paz OWTS WATERPROOFING GRADE Board of Trustees z W ON MEMBRANE E a> VARIES-- @14° 4°PVC ZLn w o #5@14° 4°X45°BEND zg ORENCO DISCHARGE 4"PVC WYE MATERIALS&JOINTS EQUIVALENT TO WATER rw z e z 11. PUMP MODEL PF200511 WATERSTOP WATER STANDARDS OF CONSTRUCTION z SERVICE o z N - 4"PVC AND PRESSURE TESTED TO ASSURE � A a �'uP �o =�-!� CAST-IN 0.08 CLEARTIGHTNESS PRIOR TO BACKFILLINGDRAINAGE PIPE 4"SDR35 PVCMINSLOPE@"PER y3 -PLACE CONCRETE �.. -n• (TYP.) _ _ - - —FLOW'_'..:i.:� DEADMAN POURED PRIOR _ •.••• :� •: PROVIDE 6°SAND&GRAVEL TOP PUMP BASIN BEDDING UNDER CLEANOUT ^ w o INSTALLATION PENETRATE 0.3�-�►632 - 1.35---I -10'-0° s PUMP BASIN PUMP BASIN 3"INTO DEADMAN 7 RETAINING WALL DETAIL 8 CLEANOUT DETAIL s DRAINAGE & ELECTRIC CROSSING DETAIL Z' W W U 3 N.T.S 3 N.T.S 3 N.T.S 3 N.T.S HOUSE F.F.EL,6.10' FUJI CLEAN INLET RETAINING WALL 10.38'TO ADAPTER 90 C/O TO GRADE EL.4.48' o TANK C.O.TO GRADE EL.4.0' ------� ROUND ELEVATION 3.68' RADE.EL. COVER TO TOP OF RETAINING WALL W O I I .0.TO GRADE.EL.3.68' - 3.68' COVERS TO BADE ETAINING GRADE EL.3.69' g U OYAN CY CALCULATIONS GARAGE I GRADE EL.4.0' EL.4.30' WALL EL.5.20' a p Z J F.F.EL.3.59' I DISTAL HEAD HEIGHT 20" 15.05'TOTANKI O z m I I .COVER WEIGHT OF FUJI CENS=463 LBS EACH j= -� I I TOP ELA.17' WEIGHT OF BUOYANCY KIT=2,412 LBS Q Q o �__ _ 14.06'PRESSURIZEDPIPE 1 (2X8'X1.5'X0.67'X150) J m 0 0 INV.EL 8_31' 8°INFILTRATOR WEIGHT OF SATURATED SOILABOVE BUOYANCY KIT=5,755 LBS Y�Y -L--_____---_-_-_---___ 3 ROWS-17'LONG BOTEL.3.50' I (2X8'X1.5'X2.18'X110) Q Z�w -------INV:-E•632INV.EL. INV.EL.3.77' WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=5,551 LBS O Z w m :zz RENCL ----- 21.31' PUMP 3.60' (2X8'X1.5'X2.57'X90) O L o PROPOSED INV.EL. I TOTAL=14,181 LBS N m o INV.EL.2.99'yFUJI CLEAN CENS TANK 2.8Y INV.EL. I I I Ch INV.EL.2.99' (NEEDS BUOYANCY KIT) 2.39 - I BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY m AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER 0 j 7.9'X4.0'X2.85X62.4=5,620LBS HIGHEST EXPECTED 14,181 LBS SEPTIC TANK>5,620 LBS(2.52 FACTOR) GROUNDWATER EL.1.43' It L___WA _ J WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH C BOT.EL.-1.42' RETAINING WALL WEIGHT OFCONCRETE DEADMAN=530 LBS ,o BOTTOM EL.0. SANITARY SYSTEM PROFILE BOT.EL.-0.2' 2' co(PI(1.5')A2)X 0.5'X 150) L� TOTAL=556 LBS O 3 N.T.S BUOYANCY FORCE ON PUMP BASIN ASSUMING IT IS EMPTY AND GROUND w WATER IS UP TO HIGHEST EXPECTED GROUNDWATER w (PI(1')A2)X 1.63'X 62.4=320 LBS � 556 LBS PUMP>320 LBS(1.74 FACTOR) z 4- 9 M Revised, 04/17/2025 12:27:57 PM 3/8°WIRE ROPE WITH(2)318 CABLE CLAMP(TYP) 2"WIDE X 10'LONG NYLON STRAP + z ICE 5/8'X9°TURNBUCKLE - S7§P4r n i (TYP 5 OF 2 MIN.PER TANK) @ f . kL LUL . . 2025 EMBEDDED EYEHOOK 3/8°WIRE ROPE WITH(2)318CABLE CLAMP(TYP) SouhodTown(TYP OF 4) rl d Board of Trustees m 02 U aQKY NW �/1 ❑OU NK CONCRETE ANCHOR SCUM BAFFLE B CHAMBER VOLUME(GAL) 1 SEDIMENTATION CHAMBER 277 SIZED PER FUJI CLEAN 6"MIN BED OF COMPACTED GRAVEL " 7'-1 INSTALLATION MANUAL BENEATH TANKS AND ANCHORS 2,10�° 27 2 2 ANAEROBIC FILTRATION CHAMBER 277 3 AEROBIC CONTACT FILTRATION CHAMBER 127 DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH RECIRCULATION 4 STORAGE CHAMBER 63 USING IDENTIFIED FACTORS AIR LIFT PUMP 5 1 DISINFECTION CHAMBER 4 U) O DISINFECTION TOTALVOLUME 749 J DEADMAN NET RESTRAINT Q MODEL DEADMEN(EA) DIMENSIONS PROVIDED(LBS) CYLINDER(OPTIONAL) W CEN5/CE5/CE7 2 8'X 18"X 8° 22,200 4"INLET IPE 4"OUTLET PIPE SPECIFICATIONS CEN7/CE10 2 8'X 18"X 8° 26,232 A - 4 Al A ANAEROBIC MEDIA PP I PE FILLING RATE 32% CEN10/CE14 2 81X18"X8° 29,320 rt. T. v1 0 x I IBOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING RATE 16% CEN1410E21 2 10'X 18°X 8' 39,065 O AEROBIC MEDIA PP I PE FILLING RATE 57 CEN211GE30 2 12'X 18-X 8" 51,235 BLOWER 2.8 CFM ° EFFLUENT 11 FUJI CLEAN TIE DOWN DETAIL INLET BAF LE O AIR LIFT PUMP TANK FRP °W O O PIPING PVC I PP/PE w a 4 N.T.S ACCESS COVERS PLASTIC/CAST IRON u z DISINFECTANT(OPTIONAL) CHLORINE TABLETS RECIRCULATION PIPE FLOW BAFFLE 112"AIR INTAKE LL_g r (CLEANING OPENING) B z z FLOW OPENING(TYP.) W Z ts 4.87° ^ 5 h Z W 4 ° CLEAN OUT MUST BE INSTALLED PROVIDE SECONDARY PLAN VIEW TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) 24"ACCESS COVER 3 ADAPTER FROM ABOVE(TYP) DISINFECTION 20"ACCESS COVER(TYP) 20"ACCESS COVER(TYP) 24"ACCESS COVER(TYP) w LL o CYLINDER(OPTIONAL) /1 6.24" FLOW OPENING w w 7.03° •O `�' U - - BOARD TYPE CONTACT MEDIAcn Wl. F— OUTLET SOLVENT WELDED TO 4"LONG O o STUB OF 4'SCHEDULE 40 PIP W O CONNECTED TO FUJI CLEAN CEN UNIT(TYP) Q 4 > }0. 9Z co PORTADAPTERLATEALLPORT TOP VIEW Q ® O RECIRCULATION Z os ARE4°OPENINGS 7.03"Elul " ° O ASSEMBLY Q O o PLAN VIEW ° IU)Uo � <Oy0U EXTRA INLET CAPPED O�VIA 4°SCHEDULE 40 1.97" N O L o ADAPTER&PLUG(TYP) U)7° AEROBIC MEDIA 0 7. 0 AERATION ASSEMBLY SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW u- 12 FUJICLEAN INLET ADAPTER DETAIL 13 FUJI CLEAN CEN-5 DETAIL 4 N.T.S 4j N.T.S rn Area Front side Safi sides Rear (square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 W 5,7,6 6o 30 6o 100 399,090 120,000 tc) 109,0 6o 0 6o 85 199,999 IPHIPT fi��\. K5T IMNy nAnn/A\rj 80,000 to 11 9�999 2 0'3�,S 6o 20 45 5 6opoo 'Lc) 79,999 20(< 55 20 45 75 PROPOS D D MO I ION AND 40,000 to 59,999 20F/b 50 20 40 6o 20,000 to 30,099 2 35 co !Less than 20,000 200/6 35 10 25 35 N W R NOVA ION 0 H qonconforminbg lots with primary and secondary front y,ards shall be reqUired to meet the foPowIrIc" Area t. (square feet) Primary Front Yard secondary Front Yard Side Yard SMITH R SID N Less than 20,000 35 20 10 N 20,000 to 39,999 40 25 15 6-11 OAK AWN AVrR 314 STORM DRAINAOE GALG: r I. RUNOFF COEFFICIENTSt PAVEMENT = 1.00 NON-TURF SOU HO D NY 119 "E'" l ROOF = 1.00 LANDSCAPE- 0.20 009),U ME 4LAM 12-15-23 ISSUED FOR PERMIT 2. PROVIDE STORA6E FOR 2" RAINFALL =.161 03-24-24 REVISED PER TOWN F,QQE M61Mr2ll! C&LUL&JONSs COMMENTS I. BODE AT HOL15E DRAINAGE AREA (LP)o o 04-08-24 RE\/15ED PER TOWN 14-M S.F. ROOF x .167 xI = 24-1 COMMENT 2. ROOF AT 6ARA6E DRAINA6E AREA (LP) RECONSTRUCT Ob-2c[-24 REVISED PER BOARD OF 300 S.F. ROOF x .161 x I = 50.1 EXIST 55TOOPF TRUSTEES COMMENTS I ci.5 OCI-20-24 5. PAVER AREA PATIO AND 510OF.5 !LP): II PER DEC, 1021 SF PAVING x .167 x 1 1-11 RECONSTRUCT 4 LANDSCAPE AREA(LP)- 66 e CY) EXIST STOOP 02-21-25 REVISED PER FIELD . .7 t6 GONDITION5 4p74 5F LANDSCAPING x .161 X .2 135 IC1.5 SF 03-03-25 UPDATED LOT COVERAGE 00MOMY,AS TOTAL -201-25 REVISED PER IA SYSTEM TED EN-CONSULT�M T,%— 06 605.1 EA BY 1(!:17 REGNSTRUGT"' DESIGN USE 01701A. x WDEEP STORM POOL EXIST STOOP H/OPEN CRATE. 405.6 x 2 8072 15.0 SF UWY OF MODrRAV WAW ———_�M————— E F W E C, D jo ———————— —— MAINTAIN ...........———————— 20F5 GRASS /.6 JUL _T; 40, �5 AREA z ( I If I'll.) — -------------- Wil ON-TURF 3�50 SF IL V AREA 1 4 0 .,q --- i 'N it A LF PLUS-7 PROPOSED lee, STANDARD LOW PROFILE INFILTRAGT V T ,4 o�?, scuthold Town o s ;Ird eTru ces "Al Board aF,Trustees GA 1105 0*_00111 �-X EX. OAR E PROP05 17 LF V_U RETAINING,W� H= .2 V. 'TAX to $51 g Mrs" RELOGATE:17" 20 F OF EXISTING BELOIA GURE3 /I AND ADJUST TO & TAB 44 T RPOP50ED GRACE �fl , I -rAX WT a , LU ,Av- 14, / z z 4 AA2 IDT Z E_( / � �P W � 9;�� 401 TAX 04 0 Y lew 0 Arfr $ 1 Ae -A e Ad, td Z LU W 00 QL V6�% C) Z of, \*j 3: < 19 a i �. .,,/ �yNEC'nON TO z C) `� TAX LOTSIDENCP (D 0 01,0-ki,0 'As scol�: fzccoR o11001\1pLpV-C DR^1� INC� INDF::-X INITIAL LATEST 155)ANGE NO, DRAHINO, TITLE 155UANGE REV15ION NO. $ DATE TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 12-13-23 1 06-211-25 5PI 51TE PLAN 01-1-20-24 25-024 EXISTING PERCENTAGE LOT rO\-/ERAC-,r-- ERQEQff2 PERCENTAGE LOT 60-YERN2E EXI GROUND FLOOR PLAN - EXISTING 12-13-23 EX. I STY DWELLING 1225 5,F EX2 EXISTING ELEVATIONS 12-13-23 hUD MILIR.- PROJEGT5-23-024 FROPOS F, EX. I 5TY DWELLING 1202A5 SF EX. I STY DP4ELLINC, 1202A5 51= TOTAL WITH INTERIOR ALTERATION 1225 5P DMOI DEMOLITION PLAN 12-15-23 1 02-21-25 5CALE-:: I* - 50'—V EX. I 5-TY GARAGE 501.5 SF EX. I STY GARAGE 501.5 SF AO SCHEDULES, NOTES 4 DETAILS 12-15-23 EX. CONO 5TO01:15 0 SF EX. GONG 5TOOF5 0 SF INFORMATION PROVIDED BY OTHERS FOR RE17-FRENGE ONLY. 5EE 516NED AND SEALED SURVEY OVERHANG 1-7.42 SF OVERHANG 1-1.42 5F NOTE% Al PROPOSED FOUNDATION AND PROP05ED FLOOR PLAN 12-13-23 1 02-21-25 I. BOARD OF TRUSTEES APPROVAL NEEDED TOTAL T AREA 6C153 Sp TOTAL LOT AREA 6CI53 SF 2. DEC, APPROVAL NEEDED A2 PROPOSED ELEVATIONS, 12-13-23 1 02-21-25 5. ZBA APPROVAL NEEDED A5 PROPOSED ROOF PLAN 4 5EGTION 12=15-23 1 02-21-25 PERCENTAGE LOT COVERAGE 20% PERCENTAGE LOT GOVERA&E 2I.C1% 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL IMPROVEMENT A4 PROPOSED SKY PLANE DRAWING 12-13-23 1 02-21-25 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES 6. FINISHED FLOOR ELEVATION MUST BE b FEET OR HIGHER 1. EX15TIN(9 FOUNDATION WILL BE ADDED TO 6. NEW IA 5Y5TEM cf. DEMO DETAILS ON 4 OF 9 1 0 F 9 Area Front Side Both Sides Rear (square feet) Lot Coverage (feet) (feet) (feet) (feet) 6o 100 200,000 to 59 b' 6o 30 399,999 120,000 tO 1013,0, 6o '40 60 85 1901,999 810,00o to 119,999 200,6 60 20 45 75 Ak 6o,000 to 79,999 20��/b 55 20 45 75 PROPOS D D MOLITION AND 40,000 to 59,9)-9 20S�c, 50 20 40 6o 20,000 -0 3 ID R)�?_3 T T"I"To C�,115 C,6 L _9,999 2 1110 1 so !Less thati 2o,000 35 10 25 35 N W R N 0 '1V0_ _"rA T 10 N 0 TH 0 WILD �jonconftormina lots With prim-ar-y and secoridary fro;tt yards slialk be requ:red to meet dip followiTi Area (square feet) Primary Front Yard Secondary Front Ya rd Side Yard Less than 20,000 35 20 10 Vr E 20,000 W 30,Q99 AO 25 15 12 1 6 OAKLAWN A STORM DRAINAOE GALG: r 1. RUNOFF 00EFFICIENTSe PAVEMD4T = 1.00 NON-TURF "�' OUTHOLD NY 1190�," i ROOF e 1.00 'M El LANDSCAPE= 020 �92 IR H #LAHN 2. PROVIDE STORAGE FOR 2'RAINFALL -.161 12-13-23155UEE) FOR PERMIT 03-24-24 REVISED PER TOWN FA2QE 2MIH6QC COMMENTS I. E=AIHQ= Q96IH6QE AREA(LP), o 04-Ob-24 RE\115EL) PER TOWN 14-M S.F.ROOF: x .161 xI z 241 COMMENT 2. ROOF AT 15AP-Ai6E DRAINAGE AREA(LP) RECON5TF-UCT 092q-24 REVISED PEP, BOARD OF 500 S.F.ROOF x .161 x 1 0 50.1 EXIST STOOP TRUSTEES COMMENTS 5. PAVER AREA PATIO A_W_STOOPS ft-P)s 111.5 SF Oq-20-24 REVISED PER DEG 1021 SF PAVING x .16-1 x I a 1-11 APPROVAL REGON5TRUCT 03 02-21-25 REVISED PER FIELD EXIST STOOP 4. LANDSCAPE AREA(LM CONDITIONS o3-03-25 UPDATED LOT COVERAGE rpw�?t lj�� D 4074 SF LANDSCAPINC,x .lbl X �2 135 VDAL-Wn5NOS BOUNDARY,AS EN-CON TOTAL w 603.1 NFATFD BY EN WLTANr— REC,ON15TRUGTO X_k k1b ri or USE(2) 12'VIA.x 4'DEEP STORM POOL EXIST STOOP p 0 IM NO % JU 1 2 0 265 w/OPEN CRATE. 403h x 2 a0l.2 15.0 SF OMT t_V_0,!Rn!A—w ACT OM- -———— —— Solithold Tum MAINTAIN --------- eoqrd Of Trul-Ps ",4 t V, AREA ,e VIP NON-TURF 350 5F b ------ ---ao -------------------- AREA kTA TO �k ' TAX 'A 66 a j A A ...... EX. OAR E -b� WT > RESID µ0 IN .......................................... TAX IpT L/s PPP / S L) TARLOT ES 'JE Sd P,3600 z TO LOT z E.4 .1!4 < < �� % / AMe R£�ER#3 POO Uj OL F-4 1,3 LU w 00 CL IDT 7 N 00 E-4 4 E-4 LU di i // �aW �cJ ME�'nOE1AVENU£ ( St r _N( Y 1'P�' �1 AZ 10 Z C) V) <C) �-4 TAR E-4 # W.- LU z MGM rc p TO g", St,U,?10,1,15r 000 it DfRiN .� ING,7 INDEX ,AO ON Go LATEST I SSUANGE NO. DRANINO TITLE 155UANrE REVISION No. s DATE TI TITLE SHEET, GENERAL NOTE5 AND PLOT PLAN 12-13-23 1 03-02-25 5PI SITE PLAN 01-20-24�, M15TINr2 PERCENTAGE LOT COVERAGE EEQEQr2M PERCERTA&E LOT COVERAGE EXI GROUND FLOOR PLAN - EXISTING 12-13-:23 EX. I STY DWELLING 1225 SIF EX2 EXISTING ELEVATIONS 12-13-23 PROJECTS-23-024 FROPOS D PLOT FL N_ EX. I STY DWELLING 1202A5 SF EX. I STY DWELLING 1202A5 SF TOTAL WITH INTERIOR ALTERATION 1225 SF DMOI DEMOLITION PLAN 1.2-13-25 1 02-21-25 SCALE: I' m 50-V EX. I STY GARAGE 50113 SF EX. I STY &ARAC-C= 501.5 SF AO SCHEDULES, NOTES4 DETAILS 12-13-23 EX. GONG STOOPS 0 SF EX. GONG STOOPS 0 SF INFORMATION PROVIDED BY OTHERS FOR REFERENGE ONLY. 5EE 516NED AND 5EALED 5IJRVt-Y OVERHANG 11.42 5F OVERHANG 1*7.42 5F NOTE, Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-23 1 02-21-25 I. BOARD OF TIRU5TEE5 APPROVAL NEEDED A2 PROPOSED ELEVATIONS 12-15-23 1 02-21-25 TOTAL LOT AREA bq53 SF TOTAL LOT AREA M53 5F 2. DEC APPROVAL NEEDED 5. ZBA APPROVAL NEEDED A5 PROP05ED ROOF PLAN � SFGTION 12-15-23 1 102-21-25 PERCENTAGE LOT COVERAGE 21.41% PERCENTAGE LOT COVERAGE 20915 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL A4 PROPOSED SKY PLANE DRAWING ��2-21-25 IMPROVEMENT 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ADDED To COMPLY WITH FEMA GUIDELINES 6. FIN15HED FLOOR ELEVATION MUST BE 5 FEET OR HIGHER I OF 9 SYMBOL LEGENB•� BEARINGS HEREON SHOWN ARE L7 1� NO j y "O-AUNT FNO 0 M0001LE /� T F NAMED ON I18EN 12568 PACE 0951 0 IP.(!.e.FND 'A,-INLET S�1 iPFF ,6 I.P./1.9%T IN'9'-INLET Swo, SPOT ELEVAnN M YANG INI ET • WELL IMD �D., u+n1Tv acne b vAR!.INLET A WEn?NE RAa �--- G'i7 WINE 11)EIECTRIC METER CAMT.CWIT!IESFR u. Ul � )'F•r�e hJJJjj{ <P El fllry atXf W,/t!EHT Dl GAS MITI? fE iE!tCE Q P' J IJ'GHT POLE, lW WATER ME RP MAS MA?'IMRY \11, cor.Y (�GAS NAIVE PLAT PLAnMM 6^ e f• d:� ``h -a-a•.1.'NIX(PW,') WATER"NYE WIN WNIMW WRE •t i,�.,,'I ��.. —t*-{�ElvAbf fENTE(S1K) B/W WAY WfNOOW (CU' �g _...N.._.c1NN LWK FENCE )OfH(r1CRHANO CIE^k'L AR EN`vANCF •.'� i WNF FENCE R,AO ROY 0Y1 r� ns,Ih'GRANT DI DEW.. ,'AIRS l".l A/C INd!'I o ® CROSS V,T GCt.GENERAI.l.Y M!.NF II° STAKE y N OjL f3!LNE R 0 W PiCHl Ll WeY FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) • C1 v V >- 8 ............ REGONSTRUGT ss waRAPIIIOPLaTTNGONLY.THEPREMSMOLOMTEDINFMM ZONE"X (A ()r Qy MINIM I. 0E1 HAM"AND IN FIRM ZONE AE(EL-MAS PER MAP NL9dBE WWC0188H, E X 15T STOOP N TE W Y EFFECTIVE DATE IEPMB£R21k 20W.NO FIELD SURVEYING WAS PERFOPWIED TO —�,gR6J ,(� S 8 DETETDAINE THBI ZDNE.AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS, Ici.5 SF yti" �^1 �;♦2 �. r AOENCY. DETERMINKTIpJ ORAPFIY FOR VMV4CE FROM THE FEDEFM EMEHlWCV MAIIABEMENT Y r` �L, � 2g M • �"--�. �—REGONSTRUGT 6 �4t o lm�,�CO EXIST STOOP Z x I�i.5 SF � � � � � � F � Y ooO � � na �3� �'`'•�'�mANsr w w w w � � TED BY BOUNOAUL As -'�.�„ �y (U O Q ..� A y^ \• •'�'�, EUNE/TE'D BY EN-CONSULT �.-- W W W W W 41 W REGONSTRUGT°°w°R G 6° ? .:;, % 1 TT- NITS tl- � W ul W o ©M` A06j A?� h \ ti' s EXIST STOOP a�j r�Q "1 / ,�s✓� '" N RFD E o'uA M M 7 M N N rl Q j° ,,/ n 15.0 SF '. _. uM r a MODERATE N 0 0 0 0 0 t,a",'_' ;( •\ —'- 47 n N O N In O ' GOc,E>'' �` ✓ ` ,fir?`�• \` �S( h ` LINE Or COASTALBARRIER 5`� \\\\\\ k q(G� 'y6T __1 / T9G ud—A OSi O O p N B NON—TURF N LoA a __ ________—____ at MAINTAIN AREA ORA55 ��¢ AREA % r' ;; TAB 5c5O SF `y,°?// t�• eq: NLn K1R �`y, ;vF 1AA ' 16TAX cA 34^,i_(P s W6• , .t: .,•4+�• 15 pM£R£S RD#3 1 1U L() 9 " ♦♦P / c•n ./ c .�f�' C,� .%�A•�`^)�,.. T FRS PRIVp AT£R \_::J Y- '�d� c#♦',,�v r. :%." ,: \ Lal D£1'1C£ 1N'0 UBUC W Q>) I Z K � CA .•tl' \ ZL / G �,' v�.. M .' . fjO° FRp PRt`jpYE.519� £NT ge e P �c'ORD pO M •N i l 1' t Tn�gb GAR A_ E oe`' ,� yo Q ♦ UL 1 2011 tiny ° ` � Q) 0 gb AT 12 I{(/� m K8 SoLOmId Town • Pti �5 § ip v'' TAX E FRpMPRREERRp3 (j BonrdnfTn)�t^es �PURU'Wpm ��?,t' 0 we, ... TAX LOT 11 � OT TAX 8 /a // t FRO KIA Op�N£ \ AE RE£R£51°£NNUE y�y/ / FRAOAKI•�'WN 1 �3105�BUC WAS ��ry3 / /Ft / "cp IG?11 C•P1 � a / ` � WEB If / X�T 8 4" O_ Alp i J TA �• i � /o5 2 Ig p5MP o*-MR E fit, 3 4 r z O No 8 qF ALF 11 1f PU6U TEST OLE � 1b 0«E / yc � acF�/�NS AB�� r'' Frot TO SCALE Q o ID KJ l�8• /,.N�yT°�'♦ MItAND X O c�A� NNL€sFwu 4 � O LVWATER IN I N µ 0 z N Lo ` �4QID I 1 °� AY `G�TRpME R 5 pNU£ 1�1�Alp �t E, m CE DNS O '¢ �t� A I y€ �31A5 PUQl1C o ��- TAX R£310£NC£3 y-' ae SOON SURFACE _j �! n I I pM£ R0 MCRONALS GEOSCIENCE O ch •^`•� 220 PR,�(R N£C¶ON_��"�'' IQ� w a Ll.) ?' ry Q LL_ z o¢ 1Aom BUILRABLE LAND NYSSEC AREA ANIACENT AREA LL 1 97' a ` z ?1R � " 510E CI LOT AREA LOT AREA J AM py£ 8,953.3I S.F..0.16 AC. 5.953.31 S.F.-0.16 AC. O Y O .•r„tom` •' y~.'� FR OpK�i" .A51g1E NT Q F-- O0 "' f ' �3325 C OR W£O DOCII BUILDING 130p 305 T a 4 y e L II Np S£PRL.£R£COR y BUILDING r 1,202.95 PLT./STEPS 94.33 L i d Y t NO ONp1Lp` (,.'VT ARI(E G AREA GARAGE�301.30 BRICK WALK(5) > C4 N 0 0 Vc72HANC(2.Bx8.7) 17.4 PATIO(S)a 952.07 8,953 5.F. 0.1e AC. =OVERHANG(1.5x ).4.1 6.15 Y 3,8W.70 S•F CLEARED VERHANC(2.Bxe.7) 17.42 � 557E LOT CLEARED -" """- 0 1,521.87 S.F. .v.. 21.2%LOT COVERED CONCRETE 0 30 98 (f'� Q TOTAL�2,804.88 S.F. (n r GRAPHIC SCALE 37.57E LOT COVERED LIRIEa LOT AREA ae . Lt mom WELLS,SEPTIC,k CESSPOOLS AS SHOWN HEREON WERE 6,953.31 S.F. NOT ORSEWED AT THE TIME OF SURVEY. THEY 0.16 AC. ■ V d B' IN FEET ) WERE OBTAINED FROM DOCUMENTS OF RECORD AND SHOULD BE CONSIDI"RED APPROXIMATE - I inch 20 ft. *ALL ELEVATIONS REFER TO NAvIQB'lATUM 3 MKIC� U VIE Glfl 51 N. Q(0),n.I,fl)K[ 14' Zk\N/FA,IL-F5, STEPS K�V,E173H[-Ce " H v I p,0I ON C`O'f7�s., .... ._ - - __ - - ....___--.._._ ..._. _.._.._.....__.._.... -- - - 51NK I Ir___- _ _ --- --_._..__ I ( ► QO `-51JyK- t---i - .. I I I I \\ MASTER BDRM KITCHEN / BDRM - I I ® m SEX. 2"xb" FJ ® 16" 0.0 I I \ T T. / CLOSET \\ o IEX. 2 2"xb" I I EX. 2 2"x8"I_ i - - 12-13-23 ISSUED FOR PERMIT I e I&IRDER I 161RDER I - --I ( \/ ��GC� 03-24-24 REVISED PER TOWN //\\ GOMMENTS / \ TUB 04-0&-24 REVISED PER TOWN / \ GOMMENT / \ 05-29-24 REVISED PER BOARD OF TRU5TEE5 COMMENTS Oa-20-24 REVISED PER DEG STEPS / LIVIN(9 \ APPROVAL u- C) I I ( 2 ON / ROOM \ ¢ 02-21-25 REVISED PER FIELD GONDITION5 03-03-25 UPDATED LOT GOVERAOE I N I I X. 20xb" FJ 6 � I I 0 16" O.G z I / \ I I I I ( / \ FOYER STEPS ON I - I I--- -- -- -------- - ----- - ---- - - ----- -� j I I I I I I I I FAMILY k j I I �O �i'-IO° ROOM I i ---- - -- --- 20225 I S D S Snuthol i Tovrn Board o`Trustoes W 0-1 W 33'-2" W A Z C� t!1 Z W Ien N0-4 H < OL OUN ATIOi l FLAN X . 1 !ST FL�OOiR FLAN � E D og.= I/4" I'-0" SCALE I/4' • I'-0' A o o x 0 A E n2 '��D LL- W Z -40 z 0 1- ' O aQkD W o � fill cl �l (� o #° 23-024 PROJEGT5-23-024 2OF9 AEFIF Goo �ZC lKo C�o�oG�o 1GiSMOUKKI C-7 wm17 3mf [a-, m°7 R0I o�-2T.0 12 T.O. WALL Ak — _ — — — _ _ — — T.O. WALL — — — — — — ELEV. 8'-q" ELEV. &'-q T.O. WALL T.O. WALL r — — — — V. r LL L 11 11 1� FIN15H FLOOR '-ELEV. 0'-O" _ ELEV. 00" 12-13-23 155UED FOR PERMIT 03-24-24 REVI5ED PER TOWN COMMENTS 04-0S-24 REVI5ED PER TOWN COMMENT 08-21-24 REVISED PER BOARD OP TR05TEE5 GOMMENT5 "` I" f I `� ( / `�` /°� I Oq-20-24 REVI5ED PER DEG +�,,,/I �t I L Y I I \./I �t � I 1... Y I � \./I � APPROVAL I 02-21-25 PEVI5ED PER FIELD I!�" • I'-0" "� 5Gr4L I/4" I'-0" CONDITIONS 03-03-25 UPDATED LOT COVERAGE 01 I !' ` w U W J 'L 1 2025 r1'2 12 W A z � Sou?holdTo; n A W Board of Trust^os — — — — — T.O. WALL T.O. WA ELEV. 8-q HALL — — — — — — — — ELEV. LL �i — — — — T.O.\WAL — — — — — — T.O. WALL a ELEV. 7'-6" + H E _ E0 A C) z VVI w z .-+ 0 11 FIN15H FLOOR �S � 1=1N15H FLOOR p � � � X ELEV. 0'-0" — — — ELEV. O'-O" CP.) " LLI oy a � w 00 � r ,z s) �) Pill! C i �.' L 23-024 ( .)REAR Y A I I ON RIGHT ELEVATION @,& ) Ml(!WE° PROJEGT5-23-024 SGA " LI� I/4R � I1-0 5OF9 ��1 5 Cho "n�H RI - REMOVAL NOTES: NOTES: cacc D-I EXISTING EXTERIOR WOOD FRAMED WALL TO BE REMOVED AS INDICATED INCLUDING BUT NOT LIMITED TO ANY AND ALL ELEGTRIGAL DEVIGE5,ME(HANIGAL,PLUMBIN6,GYP. 130. 4 M156.FINISHES ETC. — — —T .T `1 fp---2-1 EXISTING WINDOWS SHALL BE REMOVED 4 DI5GARDED IN THEIR ENTIRETY. /�n I STEPS I ( I D_B EX15TIN6 EXTERIOR DOORS SHALL BE REMOVED 4 015CARDED IN THEIR ENTIRETY. 93 i I I I 0 L- -�J ON p ��2 _ D[ - REMOVE AND 0156APD EXI5TIN6 WOOD FRAMED WALL AS INDICATED I%LUDIN6 BUT NOT r LIMITED TO ANY AND ALL ELEGTRICAL DEVIGE5,MECHANIGAL,PLUMBING,6YP.W. 4 M156. r- �-1 � FINISHES ETG. a-2 I i �( D 5_} I I E III \\\\\ -� D- EXISTING DOOR,FRAME, 4 HAREWARE SHALL BE REMOVED 4 D15GARDED. �= N— —I I D-b EXI5TIN6 WOOD FLOOR FRAMING,SUPPORTS,PIERS,ETC,.SHALL BE REMOVED IN THEIR 1 1 \\ D-5 I I I I I I \\ D-5 I I a-2 ENTIRETY TO ALLOW FOR NEW GON57RUGTION. a I \\\ MASTER I I KI HEN I y BDRM L a-7 EXI5TIN6 ROOF FRAMING,5HEATHIN6,5HIN6LE5,GEILIN6 JOISTS,4 GEILIN6 FINISHESBDIRM /� 024 (illl D_2 SHALL BE REMOVED 4 D156ARDED. •" . �. D-4 D-7 I I / -� a-4 -D_7 O EXISTING PLUMBING FEATURES SHALL BE REMOVED 4 015GARDED IN THEIR ENTIRETY, \ - a-lo ��\ D-5 I �- -D -� D-q /I i D-10 �111 D�4 D-a BE15REMOVED INNTHEIRENTIRETY.IASE CABINETS,WALL CABINETS,COUNTERS,ETG.SHALL --- --- D-5 // \\ I I- ( ( 1 D-13 �111� D-IO EXI5TIN6 FLOOR FINISHES SHALL BE REMOVED TO SUBFLOOR 4 BE PREPPED FOR NEW `f I I T / �-- �✓ I — FLOOR FIN15HE5. 12-13-25 ISSUED FOR PERMIT ( ( F f\ �j I D-8 \i / I I I p_5 �I _ D-I I EXI5TIN6 GONG.STOOP TO BE REMOVED 4 D15GARDED IN ITS ENTIRETY. 03-24-24 REVISED PER TOWN CLOSET \\I I(� \ // D-a I I I /�` D-4 I I D-2 GOMMENT5 P_--1-2-1 EXISTING BATHROOM FIXTURES SHALL BE REMOVED IN THEIR ENTIRETY. 04MM�N 4 REVISED PER TOWN �r // — i D-13 EXISTING ROOF RAFTERS AND GEILIN6 JOIST SHALL BE REMOVED IN THEIR ENTIRETY. OS-2q-24 REVISED PER BOARD OF PE-9 j\ I Ilj (�`)`/ I I III TRU5TEE5 GOMMENT5 L� I I Oq-20-24 REVISED PER DEG D-12 11 11 D-4 NOTE: APPROVAL I -71 DUE TO FIELD CONDITION EXISTING WALLS AND ROOF NEEDED TO BE REMOVED I— I I /// \\\ I I r \\ I I III BECAUSE OF POOR CONDITION AND ROT. 02-21- 5 5EV15ED PER FIELD I I \\ �L — JJ I 03-03-25 UPDATED LOT COVERAGE I I I I STEPS 1 / Room \ I I D-4 f I I DN I ,' 5710 \\ H D-2( I p-2 D-7 \ ll D-, I I I D-n I / \ - --TT� L L L—— i // 57 FOYER / � ( I I / \ N D 44 0-4 D-4 GENERAL REMOVAL NOTES: D-2 III I I D 22 I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, GAS LINES, PLUMBING LINES, ETC. THAT ARE D-2 III FAMILY III a-2 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE ROOM p-7 PROV1510N5 PRIOR TO PROGEEDING WITH DEMOLITION WORK. r� ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 05HA `'� D-2 I111 D_13 III D_2 2-ANY NEW YORK STATE BUILDING CODE REQUIREMENTS FOR j I: DEMOLITION WORK 5HALL BE ADHERED TO FOR ALL WORK f I I D-2 PERFORMED IN CONJUNCTION WITH TH15 PROJECT. D-2 n 41 11 I 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITION5 JUL // PRIOR TO CONSTRUCTION, SHOULD ANY BEARING PARTITIONS BE D-3_ _ J REMOVED A5 PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE W Southold Town TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS P7 — � � Poard of Trust r D-2 a-2 D-2 p 4 D-2 I I D-2 D-2 a-2 D-4 D-2 D-2 D-2 ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING — -- STEPS PARTITION5 THAT ARE TO BE REMOVED 50 THAT ADEQUATE I ON I I i ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW W A I D-II I I I CONSTRUCTION. z L - - 4.CONTRACTOR SHALL VERIFY AMOUNT OF EX15TINO WALL FINISHES TO W BE REMOVED FROM WALL5 THAT ARE TO REMAIN. SAID FINISHE5 TO �' • ''"� BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, PANELING, ETC. �y 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE IC-; H ..a LEGALLY DISPOSED OF BY G.G. Q ---1 b.ALL PLUMBING WORK 5HALL BE REMOVED AND GAPPED IN E-4 CO ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING 7-1 GORE AND ANY AND ALL LOCAL REQUIREMENTS. W Q '�RKO t O S O v L �L 1 � 7. ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN I ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELEGTRIG W o O $CA( )S 1/4' • 1'-V CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITER5. A 0 x b.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, w PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. Q 'D (I. CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF ul W Z' ~ 0 Q En EXISTING ITEMS THAT OWNER MAY W15H TO RELOGATE/REU5E. 0 H a o w ❑❑ '.I on r":2� (tttP o Q F-K@Q�E� �4#-0 23-024 _ i PROJECT5-23-024 L IAVEYAlI[]F}R7#° L11l ) 4OF9 TABLE S.I FASTENER SCHEDULE FOR STUCTURAL MEMBERS JOINT DE5GRIPTION NUMBER AND TYPE OF NAIL SPACING FRAM I N G NOTES: SIMP50N LSTA 30-18GA. ; FASTENER ROOF FRAMING 2" x 8" R.R. 16" O.G. RIDGE STRAPS AT EA. RAFTER. Rafter to lqp Plate Toe-nailed 3-rod per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLA5 FIR-LARCH Gellln Joist to To Plate Toe-nalled 3-rod -per foist STRUCTURAL GRADE NO. 2 OR BETTER. TYP. ROOFING OR Ceiling Joist to Parallel Rafter Face-nailed 4-16d each la 2. ALL EXTERIOR FRAMING TO BE 5TRUGT1JRAL GRADE GGA TREATED LUMBER. I" MIN. AIR SPACE " " Geilin Joist La s over Partitions Face-nalled 4-I6d each la 3. ALL SHEATHING TO BE AP.A, RATED, EXPOSURE I, 112 MIN. THIGKNE55. _` 2 x4 GOLLAR TIES AT ABOVE INSUL. N Collor Tie to Rafter Face-nailed 4-6d per tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED 0 4" O 16" O.G. �" DOWN Blo-"In to Rafter Toe-nailed 2-bd each end ALONG EDGES d 6" O.G. IN FIELD W/SOLID BLKG. UNDER ALL SEAMS. BETWEEN RIDGE AND I, Rim Board to Rafter End-nalled 2-I6d each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS a 8'-0" MAX. SPAGIrid%. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. CEILING JOISTS. Top Plate to To Plate Face-nalled 2-6d er foot 6. ALL FLUSH HE). CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL To Plate at Intersections Toe-nalled 4-I6d olnts - each side CONNECTORS BY SIMP50N (OR EQUAL). + + + + Stud to Stud Face-nailed Ibd 24" o.c. + + + + Header to Header ace-nailed 2-I6d I&" O.C. olon ed es �''� LAG BOLT NAILER W/ (2) ' ti9'._,.2 a c) D" NOTES: 3/8"QP x 4 1/2" BOLTS @ 32" O.G. @0 �GoUJLG�L 9 , 1 v' fly © 101 To or Bottom Plate to Stud End-nalled 2-I6d er 2x4 stud ��1°��'�'�°��•�'�' 3-I6d er 2xb stud GLAZING 4-I6d i Rer 2x6 stud Bottom Plate to Floor Joist,Band oist,End joist or lockin ace-nalle - er foot WINDOWS / 5L, GL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ TYP. EXT. TEGO EA. R.R. TO 2"x8" NAILER PR/1 IL o FLOOR FRAMING INSUL. GLASS, IMPACT RESISTANT 4 DE51ON PRESSURE RATED AS REQ'D WALL (2"x4" a Lz�l BY CODE OR U5E: STRUCTURAL PANELS FOR STORM PROTECTION- IN ATTIC L7 Joist to Sill To Plate or Girder Toe-nalled 4-6d er oist PROVIDE PRECUT, PREDRILLED PLYWOOD,7/Ib" THICK. SPACES) ` Brid In to Joist Toe-nailed 2-bd each end BlocklniEi to Joist Toe-nalled 2-rod each end INGLUDE ATTACHMENT HARDWARE: 131ockincl to 5111 or To Plate Toe-nalled each block 2 1/2" NO.S HD. SCREWS ® 16" O.G. F/ 5PAN5 UP TO 6 FEET, Led er Stri to Beam Face-node 3-I6d eat otst AND 0 12" O.G. F/ SPANS BETWEEN 6 8 b FEET. Joist an Led er to Beam Toe-nalled 3-6d per oist BUILDER TO VERIFY 8 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS I Band Joist to Joist (End-nailed) per Joist WITH OWNER. Band Joist to 5111 or Top Plate Toe-nalled 2-I6d per Joist ° ROOF SHEATHING OPTION: PROV. I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUCT, PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC IN5ERT5 TO PROTECT Structural Panels l6d 6" edge /6" field FROM WEATHER, ETC. (VERIFY DETAILS) Ploclonal Board ,heat in 1"xb" or I"x6" 2-rod I per support MAINTAIN I" CLEAR 1"AO" or wider 1 3-rod I per support FOR VENTILATION. 5n4 CEILING SHEATHING NOTCH RR F/ 2. sum Wallboard 5d coolers �" edge / 10" field }�/� ( / G F O G R A P I I I G SHEATHING +6 WALL SHEATHING � " � I (�✓' TEGO �P EA. JST. 2- SIMP50N "112" Structural Panels rod roll edge / 12' field �-^�� I /� � �� I �� I /� • CONNECTORS SIDE) ® I6" O.G. Fiberboard Panels DESIGN /�}` 7/16" bd 3" ed e /roll field (ONE EACH SIDE) ❑ 25/32" rod 3" edge /6" field 211xb" AMERICAN FOREST AND PAPER A55OGIATION (AFCPA) R-30INSUL. CJ 12-13-23ISSUED FOR PERMIT sum Wall 6 board 5d coolers ed e / 10" field WOOD FRAME GON5TRUGTION MANUAL FOR Hardboard 8d roll edge / 12" field 03-24-24 REVISED PER TOWN Particleboard Panels rod 6" edge / 12" field ONE AND TWO- FAMILY DWELLIN05. (2001 EDITION) GOMMENT5 Diagonal Board 5heathin TYP, ROOF, 71E5: 04-Ob-24 REVISED PER TOWN 1"xb" or I"x5" 2-rod per support 51MP50N "H7" I'-4" COMMENT I" 10" or wider 3-rod per support CONNECTORS ® 16" O.G. U.N.O. "X4" 0&-2q-24 REVISED PER BOARD OF FLOOR SHEATHING GROUND SNOW LOAD 20 P5F TRU5TEE5 GOMMENT5 Structural Panels WIND SPEED:TOWN OF SOUTHOI-D 150 MPH (3 SECOND GUST) ( 01-20-24 REVISED PER DEG I" or less 8d 6' ed e / 12field reater than I" lod roll ed e /6" field WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) APPROVAL Diagonal Board 5heathInq SEISMIC DESIGN CATEGORY C i-O„ 02-21-25 REVI5ED PER FIELD I x6' or "x6" _ per supportn � ,V CONDITIONS x O or wider 3_6d per support WEATHERING AREA SEVERE U.N.O. 03-03-25 UPDATED LOT GOVERAGE R00= SHINGLES I ICE SHIELD YES Asphalt roof shingles Gaty. stl. min. 12 ga. shank w/a min. 3/b" dio. head, fastener shall penetrate FROST LINE DEPTH 3'-O" p 9 through the roofing materials and a min. of 5/4" Into roof sheothinand shall roofing manufacturer and provide no less than 4 fasteners eer strip shingle. TERMITE AREA MODERATE TO HEAVY i NoIling requirements are based on wall sheathing rolled 6" on center at the panel edge. If wall sheathing Is nailed DECAY AREA SLIGHT TO MODERATE 3" on center at the panel edge to obtain higher shear capacitles,nalling requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINTER DESIGN TEMP 11 =then wall sheathing Is continuous over connected members,the tabuloted number of nails shall be permitted to Ile DOUBLE TOP PLATE reduced to I-I6d nail per foot. NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE � ,r�� * I��: HEADER REQUIREMENTS OF nfE TOWN OE SOUTHOLD AND THE FOLLOWING: (�,J NOTES: _ p Z FULL HEIGHT //''�' '; THIS APPLICATION/ PROJEGT WILL GONFORM TO THE 2020 RESIDENTIAL -i STUD CODE OF NEW YORK STATE P305 Glazing at hazardous locations shall have glazlny protection In conformance with r30b.In general,glazing In all doors and fixed side panels,Glazings less than bO above surfaces of tubs showers,etc.Glazing within 24" P ZED 5TRUGTURAL GOMPONENT5 AS PER A5GE -1-10 orc of doors In closed position with slits less than 60"above floor.6lazings over q square feet and less than 18" '! ENGINEER above finished floor.61ozi near stairways/landings.s/landln See complete text of R30b.4.Glazing for specifics ecifics on 1-4" x l8 GAUGE HEADER TO STUD: t1 n "9 9 95• P 9 p � JACK STUD �� `_ 1 10�� CODE GOMPLIANC, locations and exceptions. STEEL GOLIED BY SIMP50N LSTA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP. FLOOR STRAP NO. G515 W/ 16-100 FASTENERS I YORK STATE. ALL DETAILS AND INFORMATION HEREIN 15 GERTIFIED BY THE R30b.6 Skylights and sloped glazing,hall comply with this section and have fully tempered glazing. JOIST BY 51MP50N Southoldlm,^n LISTED DE51ON PROFESSIONAL AND IN GOMPLIANGE WITH THE FOLLOWING: UNDER J015T(12" Boy u+ofTnastres R309 Garage opening protection and separation required to be as noted and in conformance with R30q.Garage END LENGTH) 16" WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be sloped to focllltote the movement of liquids to drain toward the main vehtdc entry O G PLATE 2. 2020 NY5 UNIFORM CODE SUPPLEMENT doorway. 3. 2020 IECG BOX BEAM. STUD TO PLATE: 4. ENGINEERED 5TRUGTURAL GOMPONENTS PER A5GE 7-10 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ 51MP50N "HDU5" UPLIFT W 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max,till height. FAMILY DWELLIN05 GONNEGTOR W/ " DIA. U THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE FINAL,INSTALLED 5TAIRAAYS,HAN1WWL5,GUARD5 511ALL 13E INSTALLED IN FULL CONFORMANCE WITH THIER TYPIGAL AT GORNERS Z, RE5PEGTIVE CODE SECTIONS.ARGHITEGT 15 NOT RESPONSIBLE FOR THE5E INSTALLATIONS. OF BUILDING AND AT W REQUIREMENT5 OF THESE DOGUMENT5. BOTTOM PLATE ENDS OF 5HEARWALL5. W A - R314 Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height Z MATERIALS SHOWN AND 5PEGIFIED ON THESE PLANS HAVE. BEEN GH05EN BASED and below the required headroom height.Handrails shall not project more than 4.5 Inches on either sideof the ON PERFORMANGE DATA AND MANUFACTURERS RECOMMENDATIONS. AND stairway and the minimum clear width of the stairway at and below the handrail height,including treads and (� W 5UB5TITUTION5 WILL BECOME THE BURDEN AND REASONABILITY OF THE a' CONTRACTOR TO VALIDATE THE GOMPLIANGE WITH CODES AND TESTING landing,,Shall not be less than e,m Inches where i handrail is Installed on one side and 27 inches where handrailsLU PROGEDURES INGLUDING THE PRODUGTION OF AN51 TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be 11 be and the minimum tread depth shall bee i x Q RESULTS, ETC. conformance with R314.2.Minimum headroom b'-b'.All stairs shall be provided with Illumination in accordance with � Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits Z � ..y protected on the enclosed side with 1/2-frith gypsum board. 0 R315.1 Handrail,having a minimum and maximum heights of 34 Inches and 35 inches,respectively,measured H vertically from the nosing of the treads shall be provided on at least one side of stairways.All required :I GENERAL NOTES handrails,hall be continuous the full length of the stairs with two or more risers from a point directly above the Q top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall O terminate in newel posts or safety terminal5.Handrails adjacent to a wall shall have a spce of not less than IS 1. All electric work shall comply with the National Electrice Code.Electrician shall obtain fire underwriters Inches(3bmm)between the wall and the handrail.The handgrlp portion of ha w O 4ndrails shall have a circular cross A 0 Z section of 1-1/4 inches minimum to 2-5/b Inches maximum.Ede radius of 1/b". certificate for all electric work and shall submit to owner.Provide all outlets and junction boxes required g E-a 4 H for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, Q CQ R316.1 Guard,are to be a minimum of 36 Inches(gl4mm)in height. en sides of stairs with a total rise of more W Z .� 0 fixtures,phone jacks,T.V.cable jacks,etc.with owner as required for the full installation and satisfaction g of owners requirements and code compliance and shall provide game.Architect is not responsible for than 30 Inches above the floor or grade below Shall have guards(each side)not less than 34 Inches In height Q �+;► electrical designs for this project in any capacity. measured vertically from the nosing of the treads.(Second story guards are recommended to be.higher) 0 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Contractor shall TYP. ANCHOR BOLT: review with the owner the requirements for plumbing installations Including but not limited to fixtures,trim, 01.1 Single and multiple-station smoke alarms shall be installed In each Sleeping room,outside of each separate 5/5"DIA. 4b" O.G. TYP. HOLDDOWN5: 0 ;> Q accessories,etc.and requirements for water service and domestic hot water.Architect 15 not responsible sleeping area In the Immediate vicinity of the bedroom,on each additional story of the dwelling,Including COORDINATE PLAGENENT BY SIMPSON, HD2A CONNECTOR W/ LU for any plumbing system, In any capacity.Contractor Shall provide sanitary System to accordance with the basements.The alarm devices shall be Interconnected In such a manner that the activation of one alarm will W/HOLD DOWN BOLTS. VERIFY 14-5053 5GRE1^15 (OPT) AND EXTENDED P14 0 activate all of the alarms In the individual unit.The alarm shall be clear) audible in all bedrooms over backround 5/8" BOLT FROM END WALL Z owners approved site plan and shall coordinate all Inspections required for approval of Same. And y 80LT TYPE,EMBEDMENT,REBAR - Z 5vrve indicating final tank locations shall be owners surveyor.Contractor shall provide surveyor with noise levels with all Intervening doors closed.All smoke alarms,hall be listed and installed In accordance with p (SEE FND. PLAN FOR LOGATINS) o z w g ` y p y ETC. BEFORE GONSTRJGTION v 1 information as required. the provisions of this code and the household firewarning equipment provisions of NFPA12. _i TYP. SU R.B-FL TYP. 5UB-FLR. fir"3. All HY.A.G.work shall comply with Article 10 of the KY.5.Uniform Fire Prevention and Building Code and o EnergyCode.Contractor shall review all mechanical systems with owner for a of system to be provided R31q.12 Weill and Gelling fini5he5 not including trim,door,and window francs shall have a flame-spread T1'P, F.J. TYP. F.J. y type 9 P C>> (LE.oil,gas,or electric hot water or air,etc) Including air conditioning requirements.Architect is not clo5slfication of not greater than 200.Wall and ceiling finishes shall have a smoke-developed Index of not I- x 18 GAUGE STEEL 1-4 responsible for heating or air conditioning systems In any capacity. greater than 450. GOLIED STRAP WRAPPED /�1-4" x 18 GAUGE STEEL LN 4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of R322.A vapor retarder shall be Installed on the warm-In-winter side of insulation. UNDER SILL AND OVER / GOLIED STRAP WRAPPED CJ the work. R1001.1 Masonry chimneys shall be constructed,anchored,Supported,and reinforced as required In this chapter EACH STUD W/ 12" MIN. L� UNDER SILL AND OVER C� r` 5. All site work including sanitary system,utilities,eagement5.Setbacks,elevations,drainage,retaining and the applicable provl5lons of Chapters 3,4,and b with applicable clearances to combustlbie5 and STUD BEARING. NO. C518 EACH 5TUD W/ 12" MIN. ILI walls,etc,shall be In accordance with a site plan prepared the owners surveyor.The Architect 15 not firestopping. p P P � y BY SIMP50N STUD BEARING. NO. G518 re5pon51ble for site designs of any type in any capacity. _ Y 51MP50N 6. All work shall be performed licensed contractors whom are experienced with the type of work being have Attic access.An attic access opening shall be provided to attic areas that exceed than square feet and p � P yp g have a vertical height of 30 inches or greater.the rough-framed o enfnh Shall not be 1e55 than 22 Inches 30 R-30 INSUL- R-30 INSUL- ..- �_�G��r�� j�I�,r`L'#o performed.All contractors shall maintain liability insurance and workers compensation Insurance in 9 9P W/ VAPOR BARRIER UP W/VAPOR BARRIER UP u- c. 23-024 connection with all work being performed in project. Inches and Shall be located In a hallway or other readily acccgs�le location.A 30-inch minimum unobstructed r r . z • • 1. All materials,systems,equipment,fixtures,etc.shall be installed In strict compliance with the headroom In the attic space shall be provided at some point above the access opening.See Section M1305.1.3 4 Q z manufacturers written specifications and Installation instructions including all clearances for service,etc. for access requirements where mechanical equipment 15 located In attic. TYP FND / FT5. TYP. FND. / FTC. b.All contractors shall warrant their work in writing to the owner for a minimum period of two years. a . GRADE a /� � ?� PROEGT5-23-024 Cl. The Architect Shall not have control or charge of and shall not be responsible for construction means, R&O5.1 Combustible Insulation shall be separated a minimum of 3 Inches from recessed lighting fixtures,fan motors, _. ._ GRADE methods,techniques,sequences,or procedures,or for Safety programs in connection with the work or for and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures fisting. EXP. JT, d ° PITCH FINAL GRADE EXP. JT. d ° acts or omlg5lons of the contractor,subcontractors or any person performing any of the work,or for the Recessed lighting installed in the building thermal envelope shall meet the requirements of Section N1101.3. AWAY FROM WALLS TYP. PITCH FINAL GRADE failure of any of them to carry out the work in accordance with the Intent of the contract documents In that C /� 4" 3500 PSI GONG. SLA AWAY FROM WALLS TYP, said responsibilty Is the sole responsibility of the contractor. D E S I G N LOADS: 10.All exterior doors,roofing shingles,trim,siding,etc.shall be reviewed and approved by owner. ° O K ° Q z 11.All interior finishes Including but not limited to walls,flooring,tile,etc.shall be reviewed with and o r r Q r r m approved by owner. LIVE DEAD 12.All miscellaneous Interior Items including but not limited to doors,trim,fireplaces.closet shelving,kitchen SNOW LOAD: 2"x4" 2"x4" cabinets,shelving,hardware,etc.shall be reviewed with and approved by owner. 20 10 ROOF ' PER 12 Pl%H KEYWAY r °. M KEYWAY , ° r 13.Where existing walls,posts etc,are removed It Is the responsibility of the contractor to provide 40 10 DEGK5 / PORCHES a° aAU) temporary support,shoring,bracing,etc.as required. b"x16" 40 10 ROOMS OTHER THAN SLEEPING ROOMS FOOTIN 30 10 SLEEPING ROOMS 20 10 ATTICS WITH STORAGE �( 10 10 ATTICS WITHOUT STORAGE �f 5 OF 9 j ~ It - J wv'v CHIMNEY —CHIMNEY .` 1 : TY-jI-T -1 T 11� !1 I ... _ Tj II if it NEW CEDAR ROOF SNIN6LI=5 ON " �L..._ L_-. .._l!,!......!(._... i „ _1........ .. .:...i r..IC.... .... ..:' NEW CEDAR ROOF SHINGLES ON � �� ...�..�.m..... ! ....�. ... I ll._..., ._...u... 12 " #30 FELT PAPER OVER 1/2" PLY ® }, u' II ;u:. �L r" l _,I..: I2 L�I J L �' �I J l T ;._- Jl #30 FELT PAPER OVER I/2 PLY it �- '` T , I. I WD SHEATHING. (....... L.., 1:.. : ,� �� ,� I:. �..... .......::. Jt :,... .,.... lJ...lj...... r.... .. WD SHEATHING. „..i. I(._.......;._..JL.1(....._........._. „..........„...,.... n..... - Cs�MC f L�C�C:.�1v1\'L(r'Jo Ii-I_ . li 1� )�I! ?t i' ii II i; I I;' _T""'"..^`,.. CI;r'3�n u,�s r'�o�„• �1';.r •I T , II .: ;; ;� i� � .L.... t._L _. ...L. _. .. ....1{. JI _ .;i..... .. ....il. ..I,....1(..�._. ....�..__w.._.. ._.�.�.,i... ....)t. a,.... ! k , AZAK TRIM !. „ :,; I :. r I „ L...- I ., :, 'i ! u '; II II , .....) a II I �.�. ..A. �/�j �. ,: .L��. �. _�!-!(�[ ..,__�.._.t.�. i.._:...J...;..,....i.. _�... ...�_.. .�m_... ... ...:....„..�.i.�._.�.�. 1 J, -- --�_�I. .._,..�1 :,�J Lm-- T .� ,�..-._,( �.....�.... �._�:�: _._.,L...._. TYP. is I !I ii I I: it j, !I �I II I! I I 1 II .1` _+ i ._, _. �_ _I II�__J !� AZAK TRIM _. �._.. 1._ __ U t ... _ ..,- I,�:w n - : M r -� T.O- WALL TYP - _ T.O. HALL MEMO :��_ ; i i ELEV. 18'"I" ELEV I6'-q" 4" CEDAR BOARDS - - 4" CEDAR BOARDS " A 21 A 21 A 1 A 2 CORNERS TYP. A 21 A ,21 A 21 -i FWT311d f F OI6 ® A I A 21 A I A I A 21 'l GI2 I II CORNERS TYP. - ( GI2 GI2 �II' T i 4 CEDAR TRIM r: 1rt E. ..... _.... ......... I h i. .li...._ ..il._.. II J. TYP. 1L ....,. _.. ...... L, - CEDAR SHIN&LE5 : i � r, I i ,: ..�.....n._ GI2 i COPPER CEDAR i TYP. j� , �� I !I i i! I :; is ; ., � `]C�1['.. ._.: . ....IL JL.... : I -r._---li.....r:--- Ji....... 1C _ NEW CEDAR SHINGLES II yL ! GI35 GI35 GI35 I I AND GUTTER i it —� TIrp. -o "--.._._....... ---------.--r-- �:- jl.. !, SYSTEM TYP GI35 GI35 GI35 GI35 GI35 7 r , !i 1 s,, ...1. ... ... ..t..... :L i ;. i, r ,: 5 ,� it is I. _..:.. .. . I � i, ii I � �( II T lr ,: li 1....I .. .�.w,.. ., .. .. it :! I! ii II I' L I : 6 I ...r.. T ,i : : I : . _�_. �! ._. ._,_ . _._ . ,.:t... ._.:... ..I,.�..........,._ ..,t..1L......1 �. _.I �- I__, �(_ l__ .,... �. .. _1L .: __..1c.. _ ,C ,: I _J � � ,. GI55 GI55 GI55 GI55 �( l�—� I ij... ,. I - ! FWT316b li i I is i I I! G o I I li I' I I 1� it j y „ II I: : � '� ! ! ! Ii :: FINISH FLOOR I „ j ii -ii I FLOOR m , ---� „ „ oo, II ii i; a '� it I I II I ELEV. 8-O T ,� FINISH . "vavaan,iaaa,msum.re��® 00 � 1.=./�❑ I I i i GOER LEADER I I I I I I i I CONCRETE rj 71 CONCRETE 12-13-23 ISSUED FOR PERMIT CHILD 5AFE CHILD SAFE CHILD SAFE GHI1 D SAFE I CHILD SAFE I I AND GUTTER I I ( I I RAILING PER I I RAILING PER I I STOOP ATOP W/ RAILING PER I 2"OOP ATOP W/ 03-24-24 REVISED PER TOWN — RAILING PER _ RAILING PER — SYSTEM TYP. — L — — — L, CODE _ CODE —- - — 2" BLUE STONE _ CODE _ L, 2 BLUE STONE GOMMENT5 CODE CODE _J —1 —J 04-OS-24 REVISED PER TOWN /'"� "' I GOMMENT (D1,-':1R0F0SED FRONT ELEVAT I ON � ®�\./..J�D L E FT 1 L V�T I �ON� TRU5TE24 REVISED PER BOARD OF TRUSTEES COMMENTS SCALE: I/4" • I-0" :SGh!_E: I/4" I'-0" Oq-20-24 REVISED PER DEG APPROVAL 02-21-25 REVISED PER FIELD GONDITI ON5 vv 03-05-25 UPDATED LOT GOVERAC7E wv' CHIMNEY CHIMNEY �[_ ._. f• f is _..iE. I; i fir- 7,11 " 1. .. : it I -! ,[- . , II I f` 11 �" — 1 6 �� li- �y, Imo!�""� NEW CEDAR ROOF SHINGLES ON T I 1IIt{L l; I!_T� #30 FELT PAPER OVER 1/2" PLY 12 12 I _ , NEW CEDAR ROOF SHING E5 ON N I !! 12 L r I i HD SHEATHING. PLY �i,�a_, _,.11�' _ � it _ _ V' jJ r Imo!_ yi I li #30 FELT PAPER - _ SHEATHING. ,, [l LI L. if OVER 12/ I WD ��' u o ii It —':µ._n...� _.JI l!._�........Il......i... I. .. ! ! it .L.....! :i I , P I i :: I i I i! I ` ,...JI.__,.__ t._!. li .. AZAK TRIM ''� -- �_.._II__;:_)I. ._�.._:,....�!..__ ,,..i� J._�__J[_ �� _ - � --I �I �:: � ii it �:. �ill I TYI'. _r-.il..... h..,.,..:.lL........,L. 1L... ....i...„..:..............:..._,..,,.Jl..._....at... , 'i _ u it 'i i, YIr',�� !! .I :I li y ,I li - _ r T AZAK TRIM 'I _ _1 _,:. , . 11 �- r.a. WALL .:__ �_1 ..lC - -'-�[ -- - _a,_. , . - __.�_...�(..... _..�. � {._�....iL_ _... . .1L�._ '�_�_ �....-- I---�...�� iL✓�.�....;�. - - I. , � -� T.O. HALL - -- ELEV. Ib-q � ,.:�....,r.... ...-il........_...,,;...... _,'L.....11..,.11.....,,.. a...... ,,ri......... ,,.it...._.... ........:.!i...........; _..�i....,.... - ¢ l 1L _ii. ;L.. r 'i 'I. .fi ,I.. i li 'I; : ji " J� JI _�L. ��_ .h L 4GEA A r A 21 A .51 — F � j Rs TYP. 4" CEDAR BOA I r C.ORNE t.�i� T�. II ii I ii I i! " �� .I ;. GI2 GI2 i, f t 4 CEDAR TRIM !; 1it � 4 CEDAR TRIM _ I' jJ j1 I TYP. ' i n _ ....I_. .. l _. . I ... ._. . ....J(.. L. .,_.I!.. TYP. 1 I 11i 1 i r - ��lv- NEW CEDAR SHINGLES :. i! ,: I, !!,.,I... COPPER LEADER li it it I I' I I ii I t 1LI s�r T r COPPER LEADER � _ � I ) L r I Ii I. AND GUTTER II ; TYP. 2Or, �: I ;I n AND CUTTERI _J I; - Ji - _�C _ [ — T GWI35 GWI35 GWI35 GWt35 f ' NEW CEDAR ,; r SYSTEM TYP. ` i I I� I ii lu I �' II ` 1 ` �i .L..'.� s t.....�C..._...._IC..,! -,� SYSTEM TYP. �( SHINGLES TYP. 1 m _.... ...k. ..:. �. .._il_..._i..., 1........ .J: L... ,L_.. .... ...lt..... ......,.: .. -�----'- ----- —_�..----�-- ------ !! >i !. d it- „ r vo ! l !i11s ar f I ! itr / I o.d o, IIli I I' !I _ e,. � . ,_..� AF � I T _ l.. 1_. I.V I i -�-__. ( �iE - -- � CHILD 5 E !., .1....., . ., „ .:� . . .�[__ ,..t, li.. +' ............... . .....� {L...............:!... ' ;...._„.....� _,!+.rt.✓`�c,,."+"�..,;, , i; GI55 GI55 GI55 , I ik. / ----i ,' I .. !; yy ,� .. , � :i ( i _i A. � i' ..fI'. ..I... .....: {i J _ _:. _1171__ L.r ,:_3. !: .-' _3 !- _. .`e__-'.__ ,,._ IL„- L__ _:._ �_ 1 �.,...1. _. _ RAILING PER i �I I.... �,I. �,, ..I 1 �.� W '! a l: ;i I (: P- I �I DE w w I. GO i. � , ,* r _ , ,, r �: „ „ ..................l{._ ..IL.....,._..,..........ll.......,........... „.,t....„..._,...........IL..........._,t._........II!.. ,.....::... ..1......... i h�� , � , !, i :: �, � :i I� i FWH b i r i I: g j ,: �- ,,.....,L , T, ry. ,, ; n ' ; T 1 ,: ¶j!`t I - Jl IN15H FLOOR0 1 I p` II ;I I 1 I II I '' _ FINISH FLOOR .ii..,.,...... ,...�r..,:....y.�+.�-�.:�.... ! ` :, p.! a,i M._-�L.,4......�.....J i 1 11 : 1 !L .�1.+ �1...-,-�� E q, a!! V V , I r; I li I - ` a n it , I I B LEV - EL V ..._. .._._...... -----_----.---.___--_._._.__._... -____..._____.._._.._.__...._..-------�_____. _..-__---.-------- ___ --- _ --_-______-_ -- i q W .......... .....-_.._..............._,..........___.__._..._.__....._.._............ -.................... _.__.___ -- __ _.�.._ __.-___-. ...,__._._,-._..____..__—..__._.__.___..__.__-.._—. _....._....._...._.....__.-__...._..._.......--.._........... .........._._..__.__....-..........__..__.._....._____._.___._ .......................___...______ _-._.----._.___ __—__ ----._ _, -__ __— _ CONCRETE _ _ __.__ __.___.____.__ _ ___ —. _ -- _ O F I I I CONCRETE CHILD 5AFE1 CONCRETE STOOP ATOP W/ I I I I J" HR 2,�„ x I CONCRETE E-4 LA I CHILD SAFE I ISTOOP ATOPJAV I STOOP ATOP W/ 2 BLUE STONE I I I b-g SELF I I I I STOOP ATOP W/ _ I GORE G PER 2" BLUE STONE CODE 6 PE — I� 2" BLUE STONE _ _ _ L _ CLOSING DOOR _ _ _ 2" BLUE STONE p0 w Q —1 CHILD SAFE W 00 Lu RAILING PER A H � � 1i � F' OFOSED REARELEVAT 1 ON 4 � OPOSED LEFT ELEVAT 1 ON ODE W � o 0 SG�LI I/4" ® I'-0" SG�4LE: I/4' • I'-0� O O M w HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER)(REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) P � o SECOND FLOOR ATTACHMENT p" z w (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) 4" V. ROOF G 'SIMPSON' HDQ8 ______-----2-16D COMMON r NAILS @ 6" O.C. FOR FULL LENGTH 'SIMPSON' HDQ8 ATTIC C5 OF STUD ..—____ 2-16D COMMON @� M.BATH BLOCKIN I NAILS @ 6" O.C. KITGIEN —�m @ ENDWAL it FOR FULL LENGTH �h '' # 23-024 OF STUD _1 s I 1 r` P17;1:��r III BLOCKIN @ ENDWAL II I II 1 1/2" „ „ ��n �, - - - - 1 1/2 1 2" 2"1 1 1/2 1 1 1/2 �L�L� L� �� PROJEGTS 23 024 SINK I LAV. LAV. 'SIMPSON' HDQ8 / II< G W G W 01 OR SHo R 1 R WASH L�G3G�\ `IUHR11'# 'SIMPSON' PHD6 u ^ < . FIRST FLOOR FIRST FLOOR ATTACHMENT 4+ (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8" DIA. THREADED ROD EMBEDDED G.O.G.O. TO EXISTING ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET co II- & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR 4 SANITARY LINE 4 SANITARY LINE /'`PP OVEO " SEPTIC SYSTEM MANUFACTURES SPECIFICATIONS. TEMPERATURES (O DEG. TO 40 DEG F) USE XHGI ° 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) HOUSE TRAP HOLD DOI^IN CONNECTIONS LUM I NO RISER DIAGRAM SCALD NTs O �-? R00FINO NOTES: I. ALL ROOF SLOPE AREAS SHALL BE CLEAR CEDAR SHINGLES ON 50 LB. FELT AND 314" COX. PLYWOOD OVER ROOF FRAMING. CONTRACTOR TO PROVIDE MEANS OF 2. PROVIDE GRADE ICE 4 WATER SHIELD AT LOWER 36 OF ALL FREEZE PROTECTION 4 DISCONNECT FOR, SLOPED ROOF AREAS AND AT ALL VALLEYS. PILIUMBINe TO EXTERIOR SINK. -- -- - ---- - -- ----- P3103.1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BETTERMINATEDNOT LESS THAN 6" 0.1L 052 MII�V ABOVE THE ANTICIPATED SNOHI :r AC4VMlUt.AnoK wiaevm 19 6REATER L - - - - ---- - -N."- - - (, 1 1 U I i- -- - ------- - - 2T7D H(q)1[N1Jco1k0 L6ffif-EMNIE P51032 FROST CLOW;M. MERE THE MS-PERCENT VALUE FOR OUTSIDE AIR TEMPERATURE 19 OOF (Ib*r,) (1171-19-5 102-3.opF7411113 Z OR LESS,VENT EXTENSIONS THROUGH N ROOF OR WALL SHALL NOT BE LE-56 THAN 5' (16MMI) IN DIAMETER. ANY IW-,REA5E IN 1 11-0 THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.b" INSIDE THE THERMAL ol ENVELOPE OF THE BUILDING 1 I ( T *rFIGAL NOTES: F HEADER: MIN.HEADER5 3-2"xb"AT 2xb Ko\LL5,AND 2-2"xb"AT 2x4 HALL5/PAPTITIOIN5,UNLE55 RIM E�2AM NOTED OTHERN15E(U.N.0). 5PAN5OFb'-O*ANL)O\/ER,%IPPOPTw/V5L.5TUr,5, q'-O"AND AT TJI ENOINEERED FLR.J015T5,BY VEYERf4AEU5ER LEVEL;U5E MIN. I"e-RIM BOARD(or EQUAL) - -- ------------- i L- -- --- -- - -7� -- -1 7 OVER;SUPPORT wl TRIPLE 5TUV5. PROVIDE METAL TIE-5(51MP50N L5TA21,or EQUAL)FROM EXCEPT AT PORGH 4 PECK NAILER5;U5E K"RIM BOARD.ALL IN5TALLATION DETAIL5 MIJ5T FOLLOW - -- ----- - - - I HDR.To JAGK 5TUD5 AT EXTERIOR HALL5 5UPPORTIN6 ROOF 5TRXTURE. MFR.5PECIFICATION5.U5E 2-2x4 VERT.5QUA5H 131-01-K5(PER 15T)UNDER ALL BEARING PARTIVON5 4 MEN 2"x5" P05T5. RR 0 16" 0.0 z NEW 2"X1O" — 1 FA-5-CAA/ SOFFIT: RID&E I"xb"FA5GIA wl 2"x SUB-FA5(,IA(A5 NEEDED), 5OFFIT: MATERIAL(TI30)K/GONTINUOU5 SCREENED 5MOKE P—ETECTOR5: NEW�2"x&W` VENT,VERIFY ALL DETAILS,TRIM,ETG.-OPT.VER5ATEX TRIMBOARD(or equal)AND/OR T46 HOOD INGLUDINC7 GAR13ON MONOXIDE DETEGTION: PROVIDE BOTH A5 PER CODE,TO BE TRIM A5 5ELEGTED, INCLUDE GUTTERS t LEADER5,A5 APPROVED BY OWNER HARD-HIRED AND INTERGONNEGTEP.(NOTE: ALL DEVIGE5,MAY NOT BE 5HOHN: VERIFY ALL LOGATION5,ON ALL LEVEL5). 1/4'THICK,A.P.A.RATED PLYWOOD,ALL E06F-5 OVER 50LID BLOGKIN6,6LUE t NAIL PLYWOOD To FLOOR J0I5T5/FRAMIIN(5.-(VERIFY 5PErlFjr,UNDERLAYMENT REQUIREMINT5 FOR ALL FIN15H FLOOR 12-13-23 ISSUED FOP, PERMIT MATERIAL5 A5 5ELEGTEE)BY OWNER). 03-24-24 REV15ED PER TOWN GOMMENT5 04-05-24 REVISED PER TOWN COMMENT 05-261-24 REVISED PER BOARD OF 1 I 1 RE5HGECK GOMPLIANGE OqTRUSTEE5 GOMMENT5 01 -20-24 REV15EP PER DEG INSULATION VALUES SHOWN ON SECTION ARE USED FOR RE5GHECK APPROVAL COMPLIANCE ALL VALUES MEET MINIMUM REQUIREMENTS 02-21-25 REV15ED PER FIELD SEE AIR LEAKAGE DRAWINGS ON A-cl FOR ADDITIONAL GONDITION5 REQUIREMENTS 03-03-25 UPDATED LOT COVERAGE 11 ANDERSEN 400 5ERIE5 HINDOH5 TO CONFORM WITH P,310.2 OF THt: 2020 IR6 WHERE APPLICABLE. L)-FArTOR AND 5HC-,r- U5ED PER MANUFAGTI)RE5 VALUES. ✓ IGE BARRIER TO BE IN5TALLED MIN 24" INSIDE THE EXTERIOR HALL LINE OF THE BUILDING MECHANICAL DRANINO To BE FILED AT LATER DATE. EXTEND WALL To q1_01 RECONSTRUCT EXISTING ROOF 552 5F �L7= L PROPOSED SOFFIT L16M NOTE: ROOF FBWA71ON 15 LESS THAN 50% r PROPOSED ROOF PLAN- c bb I/w No JUL. 1 2 0 2 NOTE: NOTE: RcI05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL RcIO5.1.1 UNDERLAYMENT. UNDERLAYMENT5HALL COMPLY WITH ASTM D 226, TYPE I OR A61-H D 49*ct, SoWhold Tovvi COMPLY WITH ASTM 0 226, TYPE I OR ASTM D 466cl, TYPE 1 411. Rq05.1.2 ICE BARRIER. AN ICE BARRIER P 0,9 rd 0 f Trij, f,,!p TYPE I $11. Rq05.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS, OF AT LEAST TWO LAYERS OF z THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF UNDERLAYMENT CEMENTED TOGETHER OR ASELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND 2X10 RID6E LU BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST EDGESOF ALL ROOFiw EXTEND FOR THE LOWEST EDGES OF ALL ROOF SURFACES, TO A POINT AT LEAST 24" INSIDE THE Z E-4 "Q' Z SURFACES To A POINT AT LEAST 24" IN51M THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL RAFTERMATES, 0 EXTERIOR WALL LINE OF THE BUILDING. TYPICAL I ]ENTIRE LENGTH I E-4 OF ROOF rrPICe,6L Rs ASPHALT 12 12 RAFTERMATE5 12 CIL - -�oyw -- 5HIN6LM RATED FOR 1130 MPH EASTIN6 RR TO 13E ENTIRE LENGTH KIND EXPOSLRE BY LL FJa4OVE TO RAISE EX OF ROOF OERTAINTEEP OR EQ. ON #50 E-4 12 FELT PAPER OVER 5/bm PLY KALLS 0 C) PV SHEATHING.ArrI6 R30 CLO5W LLJ C-ELLSPAYED NEW 2X8 RR Pq Z ki) ON IN5LATION T.O. WALL 160 O.G. ATTIC, 0 a)T.O. HALL C) NOTE. VERIFY T.O. NOTE: VERIFY 0 0 . . .... 2X&CJ o 165 O.G. E--1 D— HALL ARE MIN q'-O" 2X&C%J WALL ARE MIN q'-O" ADD BLOCKING AS 011-3/4"x 11-1/6'L:VL 0 The OL. RAISE EXISTINO WALL ADD BLOCKING AS (4) 1-3/4' ■x I 1-1/6' i5z. REQUIRED TO MEET I REQUIRED TO MEET CELL SPAYED 0 ,MIN. HEIGHT IN FIELD. VX5 ism 1.3HDR 2.OE 61RDM TO ell-08 To MATCH MIN. HEI&HT IN FIELD. LVL 2DE C71FZER _A-A NEW(2) 1 IN x q z PAM-11-t W 0) IN x 115 STIL PLATE R30 CLOSED EXISTINS, ON INSULATION W(3) IN x 115 STL LYL ROOM CELL SPAYED !V x 5 ju ML 13 HDR PLATE FRILI is loo CONTMASTER W t ou CEDAR SIDING CEDAR 51DIN6 RAISE EXITS WALL MIN 16" IN RIC710 INSULATION FINISH fIR ELEVATION V 40 GONG SLAB ON GRADE RAISE EXITS WALL MIN 160 IN RIGID INSULATION FINISH FLR.ELEVATION V IN MIN ABOVE GRADE 3,500 P51 GONG. 1AV 6Xb #4 REBAR o 32" O.C. FILL IN MIN.ABOVE GRADE 3,5oo PSI GONG. W/ bXb #4 R.EBAR, a 32" O.C. FILL1111 110 15# BUILDING PAPER 10/10 NHM 6 MIL VAPOR CELLS SOLID WITH 15# BUILDING PAPER IOAO HHM & MIL VAPOR CELLS SOLID WITH 1711� 1/2" PLYWOOD5HEATHIN69 21-08 1/2" PLYWOOD SHEATI-11146 61,MIL.VAPOR BARRIER BARRIER ON 6" NON-SHRINK NON BAMER ON 60 NON-SWINK NON R15 INSUL 60 MIL.VAPOR BARRIER R15 INSUL 2x4 STUDS a 160 O.C. COMPACTED GRAVEL FILL MIN METALLIC GROUT TYP. 2x4 STUDS o 160 O.C. COMPACTED 6RAVEL FILL i METALLIC GROUT TYP. JA FIN15H FLOOR j*- FINISH FLOOR Alk. ELEV. -0 ELEV. -O x x 23-024 \4 TION'��,\\<, 0 RIO R1610 IWALA V, EX 6" CONCRETE EX. 60 CONCRETE F -)ATION WALL WITH FOUNDATION WALL P41TH Xv'�—v�'V' OUNL 0) #4 BARS CONTINUOUS • MEE- PROJECTS-23-024 0) #4 BARES CONTINUOUS LAYER e.AP11 I A > '>x IX �//\CAPILLARY TOP, MID, AND BOTTOM OF TOP, MID, AND BOTTOM OF BREAK 1X/ N FOL44DATION WALLS, OVER FOUNDATION WALLS OVER -4" X 6" CONCRETE "T" 1-4" X 6" CONCRETE "T" FOOTING P41TH (3) #4 COMPACTED BACKFILL AT FOOTING WITH 0) #4 COMPACTED BACKFIH AT 12)U1-Yi\Wkvj 11 LNlj(P�j# BARS CONTINUOUS WITH 2" FOUNDATION PERIMETER H17H BARS CONTINUOUS P41TH 2° FOUNDATION PERI*-TER WITH X 4" KEYWAY MIN. 3'-0" X 4" KEYWAY MIN. 31-0" CLEAN FILL 120 LIFTS 0 q5% BELOW GRADE CLEAN FILL 12'LIFTS 0 C15% BELOW CPAr,>E COMPACTION COMPACTION PROPOSED SECT I ON rn PROPOSED SECT ION. ';CALr- 1/4` ® 1--0" MAI= 114' - i--v a OF 13 LE L5 li'lr' Id\n i n } j. Ji 1. IT TII } .. I 1 I.T - \ T H T.Q.MALL L I _.. I . _ 1 f I I'7 .I ., �. �&f._ I 1.}. .� '. .I rl...i�l�.. I. i.} ( . 11�1 I} 1 f.} < '€y I I s S. __7T _}, }1�.- kt.i �_— E. .}� i.� i.-f L g�Y Z: € � `r -CM...h l ... }.T.�..: L �..} . :[E_.� 1 `. t. 11 1.I a I_ � R } I" r}Tf..}i...��_E.f. i..[l LT��..1.°T 7 7�TT Ill .Ii1 I,.I I.I I II,..I..T 1,.. ^C}. t 1. ,..1 . . .. . �. . . .. ...1. ..._ I I F I. 1, i.....1 }...$1.I 1,.L €1. I.E.I....I.1. I I € 1 1 if7 1 1.1...... 1 Y.. .I E r$ . nN rLoop _.._..................__.... .` ......................... — -. .. .._._..__._. .... -...._ _:........._...... ...__. i It IStI � I — _ I I ________ _______ _ __ __________ _ _. � Ms "FRONT ELEVATION 1 tE= I L�Lw i�� I I ®I o OMPRIOPOSED 12-13-23 ISSUED FOR PERMIT 03-24-24 REVISED PER TOWN COMMENTS 04-08-24 REVISED PER TOWN COMMENT 08-24-24 REVISED PER BOARD OF TRUSTEES COMMENTS Oct-20-24 REVISED PER DEG APPROVAL 02-21-25 REVISED PER FIELD CONDITIONS 03-03-25 UPDATED LOT COVERAGE car 1 \_I 'TaI..} }1. ..3~IT_T_ IT "T� 1 T __I TIt 1 C�11} .J f i J I I! ?.- I I �-��- L€ t tl�_ 1. I 11 I--`ll k \ T I / I It �i rrT } . . i` T� <r . rrT�1Er .. \ it �f. } I } € ; 1 (� =.A1r -- — gt T?- I Q �: �r •� ays cln crss � 4 4 ras crr, r� usy 4 I......1 s._,t..}.(-I11.t 1 E f .... ..[E . I .. 6 o I .e 11 1 .1 ° _N�+ IU1 i — -------- ---------- ----- ______ zEn iX— Southold lows " 1J Board of Trustees PROPOSED REAR ELEVATION, �' C� C� L.��F�T L VrA�TlOWN = � "' w � cn O W Q_ W H Q 0 W z .4 ® Q p 0 En Lu wE-4 ao OL z pq CL C�Dr'� lJ frlIann❑nn Ell 23-024 PROJEGT5-23-024 9 OF 9 Area Front Side Bath Sides Rear (square feet) Lot Coverage (feet) (feet) (feet) (feet) W 200,000 to 5 (50 30 6o 100 39 ,99 99 320a0 4..+V to 10 6o 6o Cl 5 D rwo 0 in cl F 0, AR y 10F ,cs99 lil A 0,000 t0 11 0� 20,/0 6o 20 45 75 � - e s C� ;, L"10 (�L"�JtiMr ��cJo' 1n L��[ru._ _ I�nlJ c�c�poo tci 9,999 2C�d 55 20 45 75 [� [��j 20''L, o 20 0 60 I ARA � OU DOOR SHOWj 1_j A 6. til)�_3 L171"IS C�il7�v%�(�3G;�/��0 [nJ� it i1 0;�o)il,000 20,(.-)00 t0 �,�" 209;v, 40 1_5 o 9 iLess tl ian 20,000 20% 35 10 25 35 AFL Nonconforming lot°s with prier,-lry and secondary front yards shall be repl.Iired t0 meet the following- AND P RO 0 A99 _N A UZZ Area (square feet) Primary Front Yard Secondary Front Yard Side Yard " 1 Less ffi n 20,000 6 20 1st 0j, 2 ,0D N U" `�0 t0 ��1999 .�0 2� T� 0 • a z , H SMI H R S STORM DRA I NAOE GALL 1. RUNOFF COEFFICIENTS: 3121 OAK AWN AV PAVEMENT = 1.00 P0OF = 1.00 LANDSCAPE= 0.20 0 U F -4 oo ry POW 2. PROVIDE STORA015 FOR 2" RAINFALL =.16*1 } 03-10-25 155UED FOR PERMIT \- y 9 ROOF DRAINAGE CAL AL-ATIONS: F - 0 04-12-25 REVISED PER Al SEPTIC 1. ROOF AT HOUSE DR'AINA6E AREA (LP): 5Y5TEM DE516N IC 14-M S.F. ROOF x .16-1 A = 24-1 �4 2. ROOF AT 6ARA6E DRAINAGE AREA(LP) ^ 500 S.F. ROOF x .161 x 1 50.1 3. PAVER AREA PATIO AND SrooP5 (LP): , b�► .� `� 1021 SF PAVING x .161 x 1 4. LANDSCAPE AREA(L.P): - ��$ 4,0"14 SF LANDSCAPIN6 x .16"1 X 2 - 155 TOTAL = 603.1 TIDAL l'1tiTLANpS BWNDARY,AS USE (2) 12' DIA. x 4' DEEP STORM POOL �('v • � • tO :�UNEATEO DYSRTANTS - - w/OPEN GRATE. 403.6 x 2 = 80726� • ,c'\ >" .._.- '"T Df MODERATE wAW ACRON .�..-..--.. _..` UNE OF COASTAL-IR U` +, �^ , \; t+.6 = to ...-.BL`iOU.R ,EM AREA PR POSE'L NON-TURF � �' �:,% AREA d // .j, ;;r�T/Ax� .,� ,;,,`,, �c,� ; �s•. o �„�a. RETAININO WALL RELOGATI � FJOSED J f 202" SOV REIGN -8" x �� .• X1�'� � Q '- "� 6' C �J�J" HOT TUB TAXD�C� S(I'Jt�f fi�TO:^iil 52 Sl REs` D N� Board o Tru^'ees T 18 pRp"r 1 lt. ,\ / .bs c3" t x a •^y� ; \ / TAX 05PRVpWpR CA, o t$; l�6�4 \ a ,�X 5.g5 N33o s�Q�co o DocuµEN p`, r4' ch � `1.•v �\ '6 Ny, •6 S'� VAL.p,$l PROP ED N0 f OUTDOOR SOWER � e• qd Ea>+�x 24 SF PROPOSED 2ND y / C $ Z f�! s5°� man STORY ADDOTION 501.5 SE ¢ v g TAX T �� 491 � 5� / / � TAX LDT 11 N�pU$UC VIA +0T 9 s + J f / ` # OpK p AWN WI TAX / RE`�DENCE A1AEK`A p�NUE ii gyp. O 7 1 0 w -y AixLvT Sys �P/ 6 TAX s1DENCE w r, . 1 < � ( ,pr vl eAS AO s -A A6 ors " ✓% ' �1 ,;, 1 A 6h �, �, jo • gyp. l60 '� © � Q�''1 ASpUBUO W?r ` � H < gyp. EStO EN E R��,>/ • , D ? 1�1 1�l I N D E x t o ~� pEND1P�601lcWEp' O O �"� INITIAL LATEST ISSUANCE E+ -1 NO, DRAWING TITLE ISSUANCE REVISION NO. $ DATE p C) I I FWD MD" TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 03-10-25 04-12-25 W s7.+ T ME RED° „ENE 03-10-25 04-12-25 II 3 ~ ° M Nt 5P1 SITE PLAN I NO so-"c RECORD° AO SGHEOULES, NOTES 4 DETAILS 03-10-25 � '�� °° II i N° pVA1lA 2' a �_ Al PROPOSED GARAGE PLANS AND NOTES C7 A 03-I D-25 I A2 PROPOSED ELEVATIONS C 03-10-25 A3 PROPOSED ELEVATIONS AND DETAILS 03-10-25 \' A4 PROPOSED SKY PLANE DRAWINO 03-10-25 Gj�n3Ct% CE ° 25-00G PROPOSED EERCMAGE OT COVERA09 &FA C�LaDD G��[�C o PROJEGT5-25-0OPOL_ T PLAN EX15TINC2 PERCENTAGE LOT COVERAGE EX. 15TY DWELLING 1202A5 5F EX, I STY DWELLING 1225 5F EX. 15TY GARAGE 501.3 SF SCALE: I" = BV-0" PROP05ED IOxIO PERGOLA 100.0 5F /\ �� EX. 15TY DWELLING 1202A5 5F TOP OF LANDING AT 5TEP5 3.5' x4.0' 14 5F NOTE: pIn�L`AAVAI1N\.1L:,:l#� INFORMATION PROVIDED BY OTHER5 FOR REFERENCE ONLY. 5EE 516NED AND 5EALED 50RVEY EX. I STY GARAGE 301.5 5F PROP05ED HOT TUB 52 5F 1. BOARD OF TRUSTEES APPROVAL NEEDED EX. CONE 5TOOP5 O 5F PROPOSED 6-0" x 4'-0" OUTDOOR SHOWER 24 5F 2• DEC, APPROVAL NEEDED OVERHANG 11.42 5F OVERHANG 17.42 5F 3. ZBA APPROVAL NEEDED 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL TOTAL 11521.61 5F TOTAL 1311.67 5F IMPROVEMENT TOTAL LOT AREA 6CI53 5F TOTAL LOT AREA 6GI53 5F 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES PERCENTAGE LOT COVERAGE 21.cl% PERCENTAGE LOT COVERAGE 24h% 6. FIN15HED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER OF 7 SHO SYM30L LEGEND BASED BEARINGS BER 1 FM PA ARE L7 MONUMENT FTA) 0 MANHOLE f(•7F.Si N(M.F. BASED ON IJBER 12SCB PACE OM51 0 I.P./I.B.FN I �3^ B SHRO 'A'-NLET TREE N A6 • I.V./LB.SET ''-INIET 9 UR -\��a'AA � oxen SPnT ET.F.VATIONS ®YARD N-ET • BOLLARD , �' UtUTY POLE YARD INLET A WERAND FLAG 11- � � � 'Yppp.. C y-- GUY"E I%ELECIMC METER CANT.CANTILEVER w «,7 UTILITY POLE W/UGHT Col CAS METER FE,FENCE LIGHT PONE 6!WATER MEER MAS.MASONRY ��rta�. Rip ' SIGN GAS VALVE PLAT,PLATFORM - - PVC FENCE(PVC) WATER VALVE W.W.WINDOW NEU CN * L 6 ,' b P c 8 -tl- STOA.DF.FENCE.(Sll() D/W BAY WINDOW ti --K--- CJE CELLAR EN�RANrk 4Y wkE FENCE R/O R(NT OVER Z A/C UNIT y _..., FIRE NYCRnNT O.C.DEPRESSED CU CHAIN UNK FENCE lay,O/H OVERHANG RB OROAS CUT G.O.L.GMERALLY ON LINE A STAKE' O/L CIi UNE k O.W.P 041✓�WAY F� � 3: a It: FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) Do6 a �i � F IfVORAPHICPLOTTTN42 ONLY,THE PREMOMSLOCATEDIN FIRM ZONE"A—PtREAOF MINIMAL FLOOD HZVM AND IN FIRM ZONE AE(EL'e)AS PER MAP MUMMER 361S1o0166PL 6 d EFFECTIVEDATESEPTEM6'ERf 1I!W,NOFIELDStOW"NOWAS �EDTO � A DETERMINE THIS ZONE.AN ELEVATION CERTIFCATE MAY 11E NEEDED TO VERIFY THIS 999��• 111 DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDER&EMERGENCY MANVEMENT a 'n V) N (n UI Tn n 0 tj a s ..�.,,,_,.._,�.-..—" �.. `ceTg.tmE � twn 110AL WEIL�ANDS BOUNDARY,AS """w..,.,, M� O� Q� ' • r,= ,C-:;'- ^�'o�' EUNEATED BY EN-0 NSUT�CI�$,„,,..,,,,..,.,_�.�--- ---- 5 5 5 S 5 w w w w w w 5 (n - t _." �I y:o'./',, - li' �,`' �0m OF IM w) M In 0) N N �b. . �`,�-;�vLP4� _ r•`ne� ,. } N N N N N N �il -;o•,: .�*. ti p' a 'l. 7 - ...- .....— lefiT OF MOOEhATE WAVE ACTION jW s -i�j (0 j l �'�',. '`` .._.__�....,.. �. DD h N N N In 4 f >� r Del to �-.,,, Cl E OF COASYAL BARRIER 0- N N /` ,�,`, r Y,6 co ..---.. ttESOURf 5Y5TEM-11ltEA ...-,,,, O O O O 0. ''' 10' 0" x 10'-OII Fe Ln .f r) N «- MAINTAIN P_Ei_�C_O_LA_I00 5F tIjIIL NON-TURF . , ,4� AREA AREAS 'zr. r ub ,,m A1:e'� Y`—RETAINING WALL RELOGAT—to`, PROPOSED a �i �t. , :,-.: ''• SO REIGN 6-8 xIn _T-a" 55" HOT TUE3 �e a fAX 525 F U n ' ,\ / �/NR:;<F�VsA y,� .��?+g �, /► PRiVA TER �J •�1 �'� 6 •�e e el '� CEF05 1C WA R "__'��*ai? €.> z s' 15I / pi e i d�\!�'✓ lN� AME E RD , PUR1 t>wDBMI Q� GAS °d� � Lb a 9 >AgS, '', �b'Q F35 pal C V(g\6 pCUMENT ♦ O ( �' °� r�" �� p 5EP Cep 0 Ih 0. y� lop Os PbRO'PxSE]O" NO A ®Nd CY \ice/ OUTDOOR OWER -D 24 SF U 10� 10 x PROPOSED 2ND ' C) ri m 5/ g5 I U STORY ADDOTION n L A4 i 301.5 SF J/L� � ; a ox DAY if ye�y9 C IO + a �{ / I apt � E SSAD RDAC,A3 J t7 ` i I' 1• TAX toT „ �. 80CU Wa t E I, / VACE1` I' "' 2025 r0 LOT / 3/ / d i L FRAME OE p�NUE OAKS ryg" / a 3105PUBUC WAS f cE�� 4 SC)�Jtf1DIu)DV;D v \ Z BD^rd ofiTTustees T�� N ®' r o .✓ ✓ �/ TAX LOT �/ ES1D RD $3 O O N v oa Av P r pSMpRN AW�R px TEST HOLE Z O \ �' 3 �� PUBLIC I MDT TO scFAc 0- 6 DO As f�AE ,�SSW ,5/' ,yrF f 'r D. m I , 8 WN`/ 3' ( MIXED SAID O DIDAND LOAM X 0 < 6 M O NWATER IN N z PALE a" V F FINE SAND O 0 In U W 2 a 0 e JIE a�I � �,kw>• \G� 5pEi�lcNCENUE � s�/ I �'(�'1j � 1s' O 50 auC t P I t. Gp.1 i rA%11r CE WATER ENCOUNTERED 0 n I 2.e'BELOW SURFACE MCDONALD GEOSCIENCE �y ` Ct101 �i. O pENDIN C �C CC 10/20/22 W _ s t`y"y t TD 4' Z 0 �g: tl cr Q ZCL Im o( vmAOH BUll.DA�LAND ADJACENT NT AREA LL. < Z 5 a( w ,l LOT AREA LOT AREA ® F r!�510ENCENUE 6,953.31 S.F. .0.16 AC. 6,053.31 S.F.. 0.16 AC. �[ to O Q � 1 5.325 AOPOR p�C MENT BUILDING G RAGE r 30�305 A SE�OI aECDaD LOT CLEARING AREA BUILDING GARAGE;1301.305 PL BRICKpWALX(S)33 n��•FII' `` 0 y NO OVA 6,053 S.F. .0.16 AC. �ANG(2. 6.7)-17.42 PATIOYERHANC(1)eK4.t)2,06.15 ce I N O O B C 3,636.70 S.F CLEARED -p-` ----- VERHANG(2.6K6.7)- 17.42 x 55%LOT CLEARED 1,521.67 S.F. CONCRETE 30.66_ 0 = R �"'w t. d v) o cn GRAPHIC SCALE 21.0%LOT COVEI2EO TOTAL- zsCVE O cn e 37.5%LOT COVERED �� I� �•' I � 20 0 10 20 LOT AREA r WS,SEPTIC,&CESSPOOLS AS SHOWN HEREON WERE 6,053.31 S.F. ["' �I a x r~ VON ELL NOT OBSERVED AT THE TIME OF SURVEY. THEY 0.16 AC. F WERE OBTAINED FROM DOCUMENTS OF RECORD AND P.,3 .. ( IN FEET ) 1 Inch a SHOULD BE CONSIDERED APPROXIMATE. 4 *ALL ELEVATIONS REFER 2D !G TO NAVD$8'DATUM TABLE 3.1 FASTENER SCHEDULE FOR 5TUCTURAL MEMBERS JOINT DE56RIPTION NUMBER AND TYPE OF NG NAIL 5PAGIN& FRAM I NOTES. 51MP50N LSTA 30-•186A. FASTENER RIDGE STRAPS AT EA. ROOF FRAMING 2" x 8" RR o 16" O.G. /� RAFTER. Rafter to Top Plate Toe-nailed 3-ad per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH TYP ROOFING GellingJoist to To Plate Toe-Walled 3-8d Per olst STRUCTURAL GRADE NO. 2 0R BETTER. OR Ceiling Joist to Parallel Rafter Face-nailed 4-16d each lop 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. '^-�`~-- I" N. A GellingJoist Lops over Partitions Face-nalled 4-16d each la AIRSPACE 3. ALL SHEATHING TO BE AP.A. RATED, EXP05URE I, 1/2" MIN. THICKNESS. �•.,,.., BOVE IRS 2"x4" COLLAR TIES AT Gollor Tie to Rafter Face-nalled 4-Sd per le PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED 0 4 O 161, O.G. �" DOWN Blocking to Rafter Toe-nailed 2-5d each end ALONG EDGE5 4 6" O.G. IN FIELD W/ 50LID BLKG. UNDER ALL SEAMS. End-nailed 2-16d Rim Board to Rafter each end 4. USE 50LID BLOCKING OR X- BRACING BETWEEN ALL JOISTS @ V-0" MAX. 5PAG1 �'- BETWEEN RIDGE ANDnCnf� n ``--- WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. GEILINO JOISTS. Top Plate to Toe Plate Face-nailed 2-16dper foot 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL Top Plate at Intersections (Too-nailed) 4-16d joints - each side CONNECTORS BY 51MP50N (OR EOUAL). Stud to Stud Face-nailed Ibd 24' o.c. + + + + 2 Z) MOM (o)K12 U WMINNI Header to Header Face-nailed, 2-ibd 16" o.c. along edges LAG BOLT NAILER W/ (2) ToI2 or Bottom Plate to Stud End-nalled 2-I6d Per 2x4 stud per 2xb stud NGNOTES-:OIL. I B/�"� x 4I/2" BOLTS C� 32" O.C. , 3-bd 4-bd per 2x8 stud WALL (2"X4" Bottom Plate to Floor Joist,Band gist,End olst or Blockfr Pace-nalled - per foot WINDOWS / SL. GL. DOORS A5 MANUF, BY MARVIN, INTEGRITY W/ TYP EXT. TEGO EA. R.R. TO 2"x8" NAILEMILD ❑ FLOOR FRAMING INSUL. GLASS, IMPACT RE515TANT d DESIGN PRESSURE RATED AS REO'D r Joist to 5111 To Plate or Glyder Toe-nalled) 4-6d eer foist BY GODE OR 05Es STRUCTURAL PANELS FOR STORM PROTECTION- IN ATTIC Brid In(q to Joist Toe-nalled 2-bd each end PROVIDE PRECUT, PREDRILLED PLYWOOD, -1/16" THICK. SPA6E5) Blocking to Joist Toe-nailed 2-&d each end INCLUDE ATTACHMENT HARDWARE: Blockingto Sill or To Plate Toe-nalled - each block 2 112" NO.53 WD. SCREWS 0 16" O.G. F/ SPANS UP TO 6 FEET, Ladcler 5trip to Beam Face-nailed 3-Ibd each joist AND a 12" O.G. F/ SPANS BETWEEN 6 d 8 FEET, Jots on Led er to Beam Toe-nailed 3-Bd er oist BUILDER TO VERIFY 8 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Joist End-nailed 3-16d er joist WITH OWNER. ' 1 Band Joist to Sill or Top Plate Toe-nalled) I per Joist OPTION: PROV, I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUCT. n ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT Structural Panels le5d 6" ed e /6 field FROM WEATHER, ETC. (VERIFY DETAILS) Placlonol Board 5hoothlncl 1"x6" or I"x5" 2-F5d Iper support MAINTAIN I" CLEAR a I"xl0" or wider 3-Sd 1per support FOR VENTILATION. CEILING SHEATHING NOTCH IRR Sum Wallboard F/ 5d coolers 7" ed e / 10" field SHEATHING ATH NG WALL SHEATHING CLIMATIC � G F O O R A P H I C TEGO EA. J5T. 2- 51MP50N H2 Structural Panels 8d 6" ed e / 12" field D E r^ I /^, I �4 /- R I TER I A Fiberboard Panels DES l`--/•a (\../ CONNECTORS ® I6 O.G. U0, ��❑ -1/16" bd 5" edge /6" field (ONE EACH SIDE) ❑ 25/32" 8d 3" edge /6" field 2"X6" AMERIGAN FOREST AND PAPER ASSOGIATION (AF$PA) R-30 INSUL. C•J 03-10-25 ISSUED FOR PERMIT eqpsum Wallboard 5d coolers -7" ed e / 10" field WOOD FRAME GONSTRUGTION MANUAL FOR 04-12-25 REVI5ED PER Al 5EPTIG Hardboard 8d 6" ed e / 12" field Particleboard Panels bd b" edge / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) SYSTEM DESIGN Diagonal Board 5heathincl TYP, ROOF. TIES: I"xb" or I"x8" 2-5d per support 51 MP50N "H-I" 1'-4" I"xl0" or ider 3-8d er su ort FLOOR SHEATHING GROUND 5NOW LOAD 20 P5F CONNECTORS a 16" O.G. U N 0 "X4" Structural Panels WIND 5PEED: TOWN OF 5OUT14OLD 130 MPH (3 SECOND GUST) I" or less 8d 6" ed e / field reester than I" IOd edge /b" field WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) b" Dia onol Board eheothing SEISMIC DESIGN CATEGORY 0 1"xb" or I"x8" 2-&d per support LL// x O or wider I 3-8d per support WEATHERING AREA SEVERE U.N.O. ROOF SHINGLES I ICE SHIELD YES Ashalt roof shingles Ga1v. stl. min. 12 ga. shank w/a min. 3/8" dla. head. fastener shall penetrate FR05T LINE DEPTH 3'-0" P 9 through the roofing materials and a min. of 3/4 into roof sheathing and shall roofing manufacturer and provide no less than 4 fasteners per strip shingle.. TERMITE AREA MODERATE TO HEAVY Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing is nailed DECAY AREA SLIGHT TO MODERATE 5" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINTER DE51ON TEMP When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be DOUBLE: TOP PLATE reduced to I-Ibd nail per foot. NOTE: ALL GONSTRUGTION WORK SHALL BE DONE IN AGGORDANGE WITH THE HEADER Sovt roIdTa'v REG2UIREMENT5 OF THE TOWN OF SOUTHOLD AND THE FOLLOWING: CODE REFERENCE NOTES: "ram.. grata c Tnnste,s Q FULL HEIGHT THI5 APPLIGATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL -! STUD CODE OF NEW YORK STATE R308 blazing at hazardous locations shall have glazing protection in conformance with r305. In general,glazing In all doors and fixed side panels,Glazings less than bO above surfaces of tubs showers,etc.Glazing within 24' ENGINEERED 5TRUGTURAL GOMPONENTS AS PER ASGE 1-10 arc of doors In closed position with sills less than 60"above floor.Glazings over q square Feet and less than Ib" I- " x IB C�AUC�E WEADEf TO STUDr above finished floor,Glazing near stairways/landings.See complete text of R305.4.Glazing for specifics on JACK STUD CODE COMPLIANGE: locations and exceptions. STEEL GOLIED BY SIMP50N L5TA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL GODE OF NEW STRAP NO. 650 W/ 16-100 FA5TENER5 PORK STATE. ALL DETAILS AND INFORMATION HEREIN IS GERTIFIED BY THE R305.b Skylights and sloped glazing shall comply with this section and have full tempered glazing. J01 FLOOR 13Y SIMPSON LISTED DESIGN PROFE:5510NAL AND IN GOMPLIANGE WITH THE FOLLOWING: g p g g p y y g g JOIST UNDER JOIST(12" R30q Garage opening protection and separation required to be as noted and In conformance with R30q.Garage END LENGTH) 16" WINDOW SILL I. 2020 INTERNATIONAL R.E5IDENTIA'L CODE FOR ONE AND TWO FAMILY HOU5E5 floor surfaces shall be,sloped to facilitate the movement of liquids to drain toward the main vehicle entry O G PLATE 2. 2020 NYS UNIFORM GODS SUPPLEMENT doorway. 3. 2020 IEGG BOX BEAM. STUDO PLATE: 4. ENGINEERED 5TRUC.TURAL COMPONENT5 PER A56E '7-I0 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ 51MPSON "HDUS" UPLIFT 5. WOOD FRAME GONSTRUGTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height. FAMILY DWELLINGS CONNECTOR W/ 9" DIA. (� THERE SHALL BE NO DEVIATION IN GONSTRUGTION PRACTICE FROM THE FINAL, IN5TALLED STAIRAAYS,HAI'VMLS,CUARD5 SHALL BE INSTALLED IN FULL C.ONFORMANrE WITH TRIER TYPICAL AT CORNERS O REQUIREMENTS E THESE DOCUMENTS. RE5PEGTIVE CODE SECTIONS.ARCHITECT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. OF BUILDING AND AT O R314 Stairways shall not be less than 36 Inches In clear width of ail points above the permitted handrail height BOTTOM PLATE EN05 OF SHEARWALLS. H MATERIALS SHOWN AND 5PEGIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED and below the required headroom height.Handrails shall not project more than 4.5 Inches on either sideof the ON PERFORMANGE DATA AND MANUFACTURERS REGOMMENDATION5. AND stairway and the minimum clear width of the stairway at and below the handrail height,including treads and O © w SUB5TITUTION5 WILL BEGOME THE BURDEN AND REASONABILITY OF THE landings,shall not be less than 315 inches where a handrail is Installed on one side and 21 Inches where handrallsLU CONTRAGTOR TO VALIDATE THE GOMPLIANGE WITH GODE5 AND TESTING PROGEDURE5, INGLUDINO THE PRODUGTION OF AN51 TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be 8.25"and the minimum tread depth shall be q" in V RESULTS, ETC. conformance with R314.2.Minimum headroom 6'-6.All stairs shall be provided with illumination in accordance with w P4 Z Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits C;7 W W r; protected on the enclosed side with I/2-Inch gypsum board. R315.1 Handrails having a minimum and maximum heights of 34 inches and 3b Inches,respectively,measured A vertically from the nosing of the treads shall be provided on at least one side of stairways.All required C'7 a GENERAL NOTES handralls shall be continuous the full length of the stairs with two or more risers from a point directly above the top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 15 a' li-T I. All electric work shall comply with the National Electrlce Code.Electrician shall obtain fire underwriters inches(3bmm)between the wail and the handrail.The handgrip portion of handrails shall have a circular cross A certificate for all electric wort;and shall submit to owner.Provide all outlets and junction boxes required section of 1-1/4 Inches minimum to 2-5/5 Inches maximum.Edge radius of I/8". E 4 tq N for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, ca O O R316.1 Guards are to be a minimum of 36 Inches(gl4mm) In height. en sides of stairs with a total rise of more fixtures,phone Jacks,T.V.cable Jacks,etc.with owner as required for the full Installation and satisfaction � •� � U x LU of owners requirements and code compliance and shall provide same.Architect Is not responsible for than 30 Inches above the floor or grade below shall have guards(each side)not less than 34 inches in height b .� w � E electrical designs for this project in any capacity. measured vertically from the nosing of the treads.(Second story guards are recommended to be higher) �+ CQ 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Gontractor shall R311.1 51n le and multiple--station smoke alarms shall be installed In each sleeping room,outside of each separate TYP. ANCHOR BOLT: CQ E 4 � O review with the owner the requirements For plumbing Installations including but not limited to fixtures,trim, 9 P Pn9 P 5/8 DIA. 48 O.G. TYP. HOLDDOWNS: 00 M U) accessories,etc.and requirements for water service and domestic hot water. Architect is not responsible sleeping area In the Immediate vicinity of the bedroom,on each additional story of the dwelling,including COORDINATE PLACEMENT tu q p BY SIMPSON, HD2A CONNECTOR W/ O O for any plumbing systems In any capacity.Gontractor shall provide sanitary system in accordance with the basements.The alarm devices shall be Interconnected in such a manner that the activation of one alarm will W HOLD DOWN BOLTS. VERIFY 14-5D53 5GREW5 (OPT) AND EXTENDED E-4 owners approved site plan and shall coordinate all inspections required for approval of same. And activate all of the alarms In the Individual unit.The alarm shall be clearly audible in all bedrooms over backround BOLT TYPE EMBEOMENT,REBAR _ 5/&" BOLT FROM END WALL _ surveys indicating Final tank locations shall be owners surveyor.Gontractor shall provide surveyor with noise levels with all Intervening doors closed.All smoke alarms shall be listed and Installed in accordance with z (SEE FND. PLAN FOR LOGATIN5) O y ng � y p y ETC.BEFORE GONSTRUGTION Q � o Q z Information as required. the provisions of this code and the household firewarning equipment provisions of NFPA12. TYP. 5UB-FLR.A i TYP. SUB-FLR. oo W 3. All H.V.A.G.work shall comply with Article 10 of the N.Y.5,Uniform Fire Prevention and Building Code and o [L_ Energyk�I Code.Contractor shall review all mechanical systems with owner for e of system to be provided R31q.1.2 Hall and ceiling finishes not including trim,door,and window frones shall have a flame-spread TYP. F.J. TYP. F.J. 5 y type p (?._� (LE.oil,gas,or electric hot water or air,etc) including air conditioning requirements.Architect is not classification of not greater than 200.Hall and ceiling finishes shall have a smoke-developed Index of not 1- x 18 GAUGE STEEL �n10 El responsible for heating or air conditioning systems in any capacity. greater than 450. GOLIED STRAP WRAPPED (- " x 18 GAUGE STEEL 4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of R322.A vapor retarder shall be installed on the warm-in-winter side of insulation. UNDER SILL AND OVER GOLIED STRAP WRAPPED UC the work. RIO01.1 Masonry chimneys shall be constructed,anchored,supported,and reinforced as required In this chapter EACH STUD W/ 12" MIN. UNDER SILL AND OVER 5. All site work includl sanitar system,utilities,easements.setbacks,elevations,drainage,retaining and the applicable provisions of Ghapters 3,4,and 6 with applicable clearances to combustibles and EAGH STUD W/ 12" MIN. G n9 y y 9 9 STUD BEARING. NO, G518 walls,etc.shall be in accordance with a site plan prepared by the owners surveyor. The Architect Is not firestopping. BY 51MP50N STUD BEARING. NO. G518 responsible for site designs of any type in any capacity. Y 51MP50N b. All work shall be performed licensed contractors whom are experienced with the a of work being R801.1 Attic access.An attic access opening shall be,provided to attic areas that exceed 30 square feet and P 'aP P 9 R-30 INSUL. R-30 INSUL. " , ) R % #° 25-OOG performed. All contractors shall maintain liability insurance and workers compensation Insurance in have a vertical height of 30 inches or greater.The rough-framed openin n shall not be Tess than 22 Inches by 30 �J-ins��c� _._C:.; p y p inches and shall be located in a hallway or other readily accessible location.A 30-inch minimum unobstructed W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP connection with all work being performed in project. y y • • • • 1. All materials,systems,equipment,fixtures,etc.shall be installed in strict compliance with the headroom In the attic space shall be provided at some point above the access opening.See Section M1305.1.3 a 4 manufacturers written specifications and installation instructions including all clearances for service,etc. for access requirements where mechanical equipment is located in attic. TYP. FND. / FTC. TYP. FND. / FTC. 5. All contractors shall warrant:their work in writing to the owner for a minimum period of two years. c ..... GRADE a @ � G��o PROJECTS-25-OOq q. The Architect shall not have control or charge of and shall not be responsible for construction means, RbOb.1 Gombustlbie Insulation shall be separated a minimum of 3 Inches from recessed lighting fixtures,fan motors, GRADE and other heat roducin devices or separated in accordance with the conditions stipulated i n the fixtures listin a a' methods,techniques,sequences,or procedures,or for safety programs in connection with the work or for `p 9 P p 9• EXP. JT. d PITCH FINAL GRADE EXP. JT, d acts or omissions of the contractor,subcontractors or any person perForming any of the work,or for the Recessed lighting Installed In the building thermal envelope shall meet the requirements of Section N1101.3. AWAY FROM WALLS TYP. PITCH FINAL GRADE (allure of any of them to carry out the work In accordance with the Intent of the contract documents in that //�� 4" 3500 P51 GONG. 5LA AWAY FROM WALLS TYP. sold responsibility is the sole responsibility of the contractor. D E S I e N LOADS: _ 10.All exterior doors,roofing shingles,trim,siding,etc, shall be reviewed and approved by owner. 11.All interior finishes including but not limited to walls,flooring,tile,etc.shall be reviewed with and Q � • • � � a. • • m � approved by owner. LIVE DEAD 12.All miscellaneous interior Items Including p but not 11mted to doors,trim,fireplaces.closet shelving' SNOW LOAD:kitchen 2"X4" 2"x4" cabinets,shelving.hardware,etc.shall be reviewed with and approved by owner. 20 10 ROOF : PER 112 PITCH KEYWAY • d. �a KEYWAY 4 •4 13. Ahere existing walls,posts etc. are removed It ►s the responsibility of the contractor to provide 40 10 DECKS / PORCHES temporary support,shoring,bracing,etc.as required. b"xl6" 40 10 ROOMS OTHER THAN 5LEEPING ROOMS FOOTIN 30 10 SLEEPING ROOMS 20 10 ATTICS WITH STORAGE j J 10 10 ATTICS WITHOUT STORAGE 1�T 5 OF 7 g B B A-3 A-3 A-3 12'-5" 4X4 WOOD POSTS TO loe BALCONY ABOVE BE FASTENED TO NEW 6' 18" 11p GONG. M� m2�C�>)1 1V15r V I- - - - - - - 50NOTUBE PIER WITH DECKING P566 P05T BASE „ � G� >. aOf L�IML YIMI (TYP UON-GA5T IN -- = 'S1MP�..�ON' � �- 'S1MP�.�ON C�OMi�EiGi,l�,!�11DD Mkt i]i]��,i] 'SIM/�PSON/'' I I PLACE ANCHOR) TYP. HDQB Typ. -----.____.__._............................._.._ _m HDQB TYP. 9 HDQB T 11-. I I -_- GX24 5065 SLIDER.. r _ _ - -L- - - - - - 1 - (2) 2X8 in � (2� 2 HDR �- - - - - - - - - - - - - - , HDR iv I = LA IN 4 �. STORAGE ° NEw HDQB TYPTYP _ _ ` � ;.,,, tt 2"X6,11 FJ a ,� V C�m�lt LL 0 16,1 0.G II Q X 2 x b p 4 z 2�'x8" RR " 2X8 L X7ER OW I^I/ ® I6 O.Gr� O.G§ x 4 L.A6 SGREw / INTO RIM JOIST _ _ 111_611 G/ STA66M Ib' O.G. � _ _ _ 211x ti 11 r 1 T11R J r- r.. - - r -- � I I � N GYP BD ty- _ _ � UNFfNfSHED i � Q I I � � I I A I ALL WALLS I x I LJUU�J�a iry N� CEILING GAA� I I 3 I I 03-10-25 155UED FOR PERMIT I I I 04-12-25 REVISED PER Al 5EPTIG r-- / NEW 2"x8" FJ ____._.____-- T. I I I 5Y5TEM DE516N -t. I6" O.G 561, HIGH CHILD r SAFE HANDRAILS A STAIRS TO A 2"x8" RR 2"xe" RR I I A r PER R31 I A-3 !�` LAV GRADE I611 O.0 I6" 0.0 ( A-3 i r - - _ - _ _ _ ..-. ..... ._... � STAIRS TO 6�ZAi7E 1 `� � PER Rif PER R311 = yr tp I r I I fi WG -- ( X8 � l l HDSIC LL ---_`-._ ._.`.._.`--. -._" JJ =4 SIMPSON, I EXISTING 81X7' I I 'SIMPSON, HDQB TYP. O.H. 6ARA6E 'S1MP50N HDQB TYP. 'S1MPSON' -� EE HDQB TYP. DOOR. 1 II 1 " HDQB TYP. Ij lo iJ l; 1^rv/ 12'-5" 121-511 1 2i,r,7 j I DUX sT NCB i ST Loa D1 5�1 �CO�N D �=L�O o FRopos"E"Lo."') ROOF PLAN I 5�if41..E. I/4" . I-0" .i. SC:��4L.� I�4r � I-0r � SGALIS i�4r • 1-0r 0 A0 r • w �+ 0 0 \, 0 U � LEGEND: �A W pq z - _ 8" POURED CONCRETE NOTDI - FOUNDATION WALL. 1. BOARD OF TRUSTEES APPROVAL NEEDED2. DEC APPROVAL NEEDED w Ll- 2"xb" OR 2"x4" HD FRAMED 3. ZBNEEDED V �A APPROVAL 0 tE-+ WALL5 9 16" O.G. W/ 1/2" 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL E N ' 6.W.B. EA. 51DE IMPROVEMENT IJ) 0 O p 2"xb" OR 2"x4" HD FRAMED S. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION < NOTE: WALL5 9 16" O.G. W/ 1/211 ADDED TO COMPLY WITH FEMA 6UIDELINE5 SMOKE ALARM TO CONFORM WITH P-314 OF THE 2020 IRG. CARBON MONOXIDE C.W.B. EA. 51DE (0. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER I DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION q15 OF THE 2020 E � 0 O U I�t 7 I ON*�l I�t®T 5: NOTE:. 05c) SMOKE DETECTOR rn WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRO WHERE APPLICABLE 0 0 I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F GOTE DCEARRBO4 MONOXIDE FRAMI NG NOTES: A ED WI � E � BEARING GAPACITI', 5UBJEGT TO GONTROLLED INSPECTION. � � Y I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUOLAS 8OR ALL FLUSH WOOD CONNECTIONS SHALL BE F STEN TH O Q F FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR P 2. KEEP FOOTINr BOTTOMS WELL DRAINED UNTIL FOOTI N65 ARE EXHAUST FAN MIN w5 GFM APPROVED EQUAL. IN PLACE, PUMP AS REQUIRED. I. ALL GONGRETE WORK SHALL CONFORM TO A61 301-qq; CONCRETE SLABS SHALL BE 5500 PSI STONE CONCRETE; ALL ADD TOP PLATE A5 2. ALL 5HEATHINO TO BE APA RATED, EXPOSURE I. 5/8" MIN. 3. CONSTRUCTION JOINTS IN FOUNDATION HALLS SHALL BE NO REQUIRED TO MATCH C1. PLYWOOD SHEATHIN& TO BE NAILED WITH 80 ® 4" O.G. 1inr1 EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. THICKNESS OR AS NOTED. Rm MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O„ FROM ANY ADJACENT WALL T.OA TO EXTERIOR EDGES AND 6D 0 12" O.G. INTERMEDIATE. (o; 5LAB5 ON ORADE SHALL BE NORMAL WEIGHT CONCRETE. PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH BE a'-O" � w Gu CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, c l0 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND G JOINTS. INTERMEDIATE ORADE NEW BILLET STEEL CONFORMING TO ASTM I FINISH NOTES EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY 4. 5LAB5 ON GRADE SHALL BE PLACED BY STRIP PLACING A�-615 GRADE 6O. BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD STUD METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL 3. TEMPERATURE REINFORCEMENT, 5PLICE5, 5UPPORTS FOR SUBFLOOR TO FLOOR JOISTS. SIMPSON OR APPROVED EQUAL. - ALL SPACES WITH AREA OF WORK SHALL G�G`uC��eIJC��r U#>' 25-00Cj JOINTS (SAW GUT) MAX. 30'- O" O.G.; CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENT5 OF ACI-318 RECEIVE (1) GOAT OF PRIMER AND (2) 6OAT5 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRU55 JO15T" TJI 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 BE LOCATED ALONG LENOTH OF PLACEMENT AND AT EN05 OF MIN. OF INTERIOR LATEX PAINT BY 5HERWIN 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL WILLIAM5 OR APPROVED EG2UAL. (COLOR BY PLACEMENT. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- DOUBLE UPRIGHTS, q-O:: AND OVER WITH TRIPLE UPRIGHTS. ALL CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 2 - ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING C�G°QDD � d�a� PROJECTS-25-OOa 2 - L CEILING SURFACES SHALL RECEIVE (I) STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF 1/2" GYP. BD. W/ (1) GOAT OF DRAWINGS. BE IN ACCORDANCE WITH ACI 5P-66. (88) PRIMER, AND (2) GOATS OF SNERWIN WILLIAM5 RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ D AT ALL OPENING SIZE LOGATION HEADER SIZE MINIMUM BEARING INTERIOR LATEX PAINT, COLOR TO MATCH 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM. A 51NGLE 1-3/4" LVL L�G'3L°�W[ LAIC # 5. PROVIDE TWO #6 ALL 51DES FOR OPENINGS IN CONCRETE EXISTING. RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING LE55 THAN 4 FEET EXTERIOR WALL (2) 2x8 51NOLE JACK, AND KING 5TUD5 HALLS UNLE55 OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 3 - GONTRAGTOR SHALL PROVIDE 4: INSTALL FLOOR BEAMS AS PER N.Y.S. GODS OR A5 NOTED 8'-O" O.G. OPENING'; HOOK ENDS. ALL STANDING AND RUNNING TRIM. PRIME d: PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER 4 FEET TO (2 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, AND KING 5TUD5 PAINT 5HERWIN WILLAIMS 5EMI-GLOSS FIN15H MANUFAGTURER5 RECOMMENDATIONS. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (COLOR BY OWNER). OVER b FEET EXTERIOR WALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENIN05 SHALL BE PLACED 50 A5 NOT 4 - COORDINATE FIN15H OF AL- DOORS WITH 6. DOUBLE FRAMING AROUND OPENINGS(skylfghts�talrs etc.) OR AS 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. LESS THAN 4 FEET INTERIOR WALL (2) 2x8 51N6LE JACK, AND KING STUDS TO AFFECT THE 5TRENOTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON DRAWINGS.5 - COORDINATE FINISHES FOR ALL COVER MACHINE BOLTS ® 1211 O.G. 4 FEET TO b FEET INTERIOR WALL (2) 2XIO DOUBLE JACK, AND KING 5TUD5 '7. BEFORE PLACING GONGRETE, GONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE 5EG2UENGE OF PLACING 50HEDULE. 6 - COORDINATE FINAL FLOOR FINISHES WITH OR AS NOTED ON DRAWINGS. 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND OWN OUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPAGINO NOT TO EXCEED 6. 4 OF 7 NEW ROOF ASPHALT 5HIN&LE5 RATED FOR 150 MPH WIND EXPOSURE BY GERTAINTEED ON NEW ROOF ASPHALT SHINGLES STANDING SEAM x #30 FELT PAPER OVER VT PLY RATED FOR 134 MPH WIND ROOF COLOR WD SHEATHIN6. EXPOSURE BY GERTAINTEED ON SELECTED BY #30 FELT PAPER OVER 1/2" PLY OWNER WD SHEATHING. T.O.WALL __ A h 12 12 Y.4.WALL rb. ELEV. zo'-o" _ ELEV. 20'-O° � oIJ�'l� /��., 3 �" COMPOSITE TRIM i I o - - - - I- -. J. . - - ! i ARDIE PANEL u 1 - c��/C 'J ILU�33 I �� VERTICAL SIDING LI. i i ©[^ L�J + V COLOR SELECTED BY i f� 7 sfl� I,C)<,°�b 3 COMPOSITE TRIM -( ; OWNER ] _ L r...,, .__ ._ - - ;�--� 42 HIGH CHILD T TYP. �_ _lip 1 -1 € HARDIE BOARD 4 I !- _„!l__li1L . i_� SAFE HANDRAILS , III II I -.IL._....._AL.. .ii.......... _il.. I......... -1f . CORNER BOARDS � -r _ J�L.� '.,� it _ I. it - [ l_ [ 1 0 : �L -� COLOR SELECTED BY - - �. __�!__ . ... CXI35 1.T� - PER R3 I I: 13 OWNELj R l I �_]I_ —n- 1I II : ' b �! I M Il -1..._.'._�... Ili STANDING SEAM _ �.. �1---� �_� ROOF COLOR W ii i T. j I I SELECTED BY q n : OWNER ° . T O.WALL J. ELEV. -4 r T.o.WALL HARDIE BOARD E 11 CORNER BOARDS ! I�7° . COLOR SELECTED BYI i li 'Li ] ';... , HARDIE BOARD OWNER ! ]� 1 - ' - BY ;i !' ,�LJ+ 1L i CORNER BOARDS ` STANDING SEAM i ;; 1 SELECTED ;. T STAIRS TO GRADE _.I.._ -� �' COLOR ROOF COLOR ! I PER 311 . _ 5ELEGTED BY L_' ----------._---__ I T u TJ! OWNERi..... .....,.. _.Il ...... . ] ._ i....... i!...i.. HARDIE BOARD I i �I I;T I� J . 'L L�� I PERFECTION SHINGLE JUL L _r.i : II71L I i i. ?II 1! PERFEGTICOLOR SE°1_ETE5HINDGB Ji ° n�%UFR COLOR SELECTED BY _I CJ,_ —— - I WNER OWNER i _- T.O. GRADE � T.O. GRADE r ELEV. 1'-2' ELEV. 1'-2" 36" HIGH CHILD I I I I GRADE 03-10-25 155UED FOR PERMIT CRADE ELEV. 0'-0" SAFE HANDRAILS I i I I ELEV. O'-4" 04-12-25 REVI5ED PER Al 5EPTIG PER R311 I ( I I I 5Y5TEM DE516N i STAIRS TO GRADE L _ J L J PER R311 Q 'QS � QNT L. V T I QN SGAL1~ 1/4' o Q �r=l L. �=T�E�L rV A �10�N NEW ROOF ASPHALT SHINGLE5 _ RATED FOR 150 MPH WIND ' EXPOSURE BY GERTAINTEED ON #30 FELT PAPER OVER 1/2" PLY WD SHEATHING. T.O.WALL 12 12 T.O.WALL 2025 ELEV. 20-O I 44 E EV. 20-O" I ' I � i L � ' HARDIE PANEL 5 -- L l �J` -I NS, Boa c of Tn�� r<< -; COLOR SELECTED — -- : i 1 i ii i. i I �! is I II 1 _�;� .J.......I.. .. I;.......L... ,I......�... L... 1.........i.. .L......a...,,.. ., ,i ...�....:...i�.................1..... � HARDIE PANEL T� If - ;`j� VERTICAL SIDING 42" HIGH CHILD __J _� __{��.'i ,�]� !_ _ .......::....... ... ...... � HARDIE BOARD - CORNER BOARDS I! "'..._.ILA:.... I:.. DOLOR SELECTED BY SAFE HANDRAILS ..__'. w..........:... .'. �...._...... 1..._..._...i...._.�..__ !..... PER R311 ;r I. �, SELECTED �� owNER „� _. i � 42 HISH CHILD ' 14� - IL5 CXi35 GXI35 L, M (� SAFE HANDRA ..... ..ll...._.r..._........ rr...._1...._ T 6 PER it ! � .. ROOF COLOR SELECTED BY : 1! i � � O R � LL pI - T.O.WALL 1' Ji '' ; i! ELEV. 8 8 V. 8 8 L n �! Jul,..... �. J. 0 _.li. U...._ll li._...._!i......_.. is ; ',., IL:. y it _� : HARDIE BOARD I; J ' i I'``1" CORNER BOARDS c �. T ; COLOR SELECTED BY A 81 A 81 I.. .I__... . l.. ,. '.. R 7....' ......... l.i. 1L �, _ Y 3 COMPOSITE TRIM ,/ �- � A�_. I ! , ! � ,� ; �--- -�— it t w Jhji �.. ............a:.............,:. ; 1 R HARDIE BOARD HARDIE BOARD II GXI35 ! GX135 OLu 1r'I:°RFEG BY --— — — If I. TION SHINGLE PERFECTION SHINGLE ! _..._.........__......_...--- ]I __ JL.. _. I SELECTED 1.::. _ € 1 ... r _ a COLOR COLOR SELECTED BY \ HNER T.O. GRADE 0 °WNER \\ Ll :��. W ELEV. I'-2° 1 I' .. I ii a GR,4DE ELEV. 0'-0" ELEV. O'-O" A W O DOOR I �., �M SELECTED w W BY OWNER - Q N iHi A ROPOS"ED REAR FROPOSEED LEF7 ELEVA71ON o o L i b U '� Q 5CAL.M 1/4' ® 11-V � 5CA .M 114" *+ 1'-0' CQ E� "D C� " � 0 HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) " CIL (REQUIRED AT EACH BUILDING CORNER) O � H � � 4 V. TH ROOF � SECOND FLOOR ATTACHMENToo w x (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) U1 'SIMPSON' HDQ$ POHXR ATTIC (�S) �o 2-16D COMMON ----- �� rp) a NAILS C 6" O.C.FOKill R FULL LENGTH 'SIMPSON' HDQB OF STUD +.______ ._ 2-16D COMMON BLOCKIN . NAILS 0 6" O.C. C LI#on 25-40a(� ENDWAL ii FOR FULL LENGTH I I V2" 2") I ,,1 ?)_J�I2C) i OF STUD 1 LAV. BLOCKIN Cad ENDWAL n I W G I F.A.I. n C�CQDD 17MR1 PR01EGT5-25-00C1 SEGOND FLOOR 'SIMPSON' HDQ8 n a DL3/n�C��II]G�]Gi #o OR 'SIMPSON' PH D6 ° <° U ° \ GO( TO EXI5T'ING FIRST FLOOR ATTACHMENT 4" SANITARY L E__j APPROVED SEPTIC SYSTEM XHGI (REOUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8" DIA. THREADED ROD EMBEDDED HOUSE TRAP A2 ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR MANUFfA"C�TIURES SPECIFICATIONS. CONNEOGTI TEMPERATURES (0 DEG. TO 40 DEG F) USEI IC��/i� Q1 �IN OoftNS 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) L. UM I NO I ✓ 1 A6RAM 5GALe 1/4' I'-U" G7 SGAL.E: NT5 40 IXv 1"UI CI..tJll`t k.. PAINTED WHITE ® I6" O.G. � 2 2xi PT RAFTERS' 1 ,/ (3) 2x12 GIRDER / �` JET-1� I6" O.G. 2x12 PT RAFTERS a a II ' _ PAINTED WHITE I6 O.G. �Q�❑ wi._.�.T.... r PAINTED WHITE : Q PROP05ED t j (3)2XI2 PT 6IRPER PERGOLA SEE ("3� Xi2 2 PT GIRD — 5EGTION AND EX HOUSE - GARAGE Q -> rU _ ELEVATION ON j POST 8" HOOD c'Y N N `— X — A2 �LT ----- i3" WOOD COLUMNS TO ' COLUMNS TO BE WHITE __..._ 1 m --- BE WHITE TYP. TYP. • 6X6 PT Q Q 3 2X12 GIRDER P05T _ — - 6Xb PT POST 6X6 PT POST J[ L�_ sure 6• M M Post cap P M U H I I I I 4x4 HOOD POSTS TO BE I FASTENED TO NEW 15" 4) GONG I I I I 03-10-25 155UED FOR PERMIT SONOTUBE PIER WITH PB66 04-12-25 REVI5ED PER Al 5EPTIG POST BASE Cr*(P UON-CAST IN I I I I 5Y5TEM DE516N _ L ...... J L — .J L . — J L " PLACE ANCHOR) TYP. L ` J L " 10'-O° r'�T PER COOL. LEV T I ON.AT PERGOLA% S_ EEG_T I ON SECTION I SGhI. I/4" • I'-O" SG^L I/4" • I'•"O" SCil4L I/4' 11-0• SCALlEZ I/4" . 11-O' ._.. Hoor sheathing W dlameter nailed at Ir max. HDD threaded on center to joist 2XIO RIDGE. rod with nuts with holdown and washers -_,...- T.O.WALL Continuous flashing ELEV. 20'-0" (per code),not shown - 1 8 , o., 2' 7w Op O 00 O 6'-0" H16H Zit �• -' f� PVC PANEL COMPOSIT SIDING EX. 6AI?AGE TYP. 15# BUILDING PAPER Dock -- _ —__� 1/2" 05B 5HEATHIN6 (Sol d 2 W�or DTT2 2x4 STUDS ® 16" O.G. Q 2x bloc ng) 2 X 10 CONT. LEDGER `A � -------._-_ Q OUTDOOR BOARD dJ ( 0 ip DTT2Z Installed as a Lateral Connector fora " T46 PLYHOOD 2 X 6 RR " T*6 LOORIN6 Deck-to-House Lateral Load Connection SUBFLOOR TYP ® 16" O.G. For more information on this connection,and DOUBLE FJ ® BALCONY TYP- installation instructions see technical bulletin T-DECKLATLOAD(available at www.strongtie.com). TYP. MIN 1211 OC T.O.WALL 2"x8" FJ 6 I6" O. . 1 ELEV. b'-8' ADD 2X4 CRIPPLE Post '� 0 p 16" O.G. ATOP OF '-4° ' GYP BD ` / \ / > \`� ti -/ ' GYP BD E -411 EXISTING 2X4 WALL. ALL WALLS `� .,, DTT2 �,.- ALL WALLS 4 � « GEILIN6 _J Decldng GEILIN6 Q (��FLANAT OUTDOOR � � (�) - 6' GONG SLAB ON Q w 1 6" GONG SLAB ON `� � O o T _ '' 6RADE 3,500 PSI U` L) BEAUS I/4 ® I-A 6RADE 5,500 PSIW a O ° o®`� ..�- GONG. W/6X6 10/I0 . •--I COMPOSIT SIVIN6 GONG. W/ 6X6 10/10 YVWM 6 MIL VAPOR W W 15# BUILDING PAPER HWM 6 MIL VAPOR BG5 Post G `- -- -� BARRIER ON 6' P4 w < 1/2" 055 SHEATHING BARRIER ON 6" TYP' Q > 2x4 STUDS a 1611 O.C. COMPACTED GRAVEL T.O. 6 RADE '�`diameter Elm FILL ACTED GRAVEL A W r a W FILL I I ELEV. 1'-2" machine bolts or joist JoistP4 9 GRADE threaded rods with ELEV. O'-O" nuts and washers x Q EX. 8" POURED I I EX. W POURED Q N A lU CONC. FOUNDATION L _ J CONC FOUNDATION TO REMAIN TYP TO REMAIN TYP DTT2Z Installed as a Lateral Connector for a DE Guardrail Post. For more information on guardrail post connection a C\2 and installation instructions,see technical bulletin I IT-GRDRLPST(available at www.strongtie.cam). © � Q M 7V/"{i I��r 11�11 )5CE E"4 Q W• VL n � int o r� Iu &RIDD UdEo PROJEGT5-25-00cI 6OF7 -' \ / \ LA\,VjEHQJJEn / — -12 MILE] Adi 11H F�/]T � ...................... _I: I_ I 3 . . s 12_H. MON7 I ( ( I T I. L Q 'QED .FRONT ELEVATI .ON Qn, l� I CS �IT�l1� �N, �IQN oIIT3uI SGh1.1 I/4" I'-0" SG I/4" ® ('-0' 05-10-25 155UEI) FOR PERMIT 04-12-25 REVISED PER Al 5EPTIG 5Y5TEM DE5I6N pl la S tnoid 10 t}~ /rI ou 12 ._. I �_� ...� , �. mm o o �r mcr� r_u \1 �/ m r_m a� � o o m � ❑ � m � \1 I '.I.I Y1 .1FINISH mom _ I IT o ..__ _w..._._.. —--- -----_-.---- .. _I IF ELEV: .I-2 I REAR I II'-IO' II'-10' I LEFT I I I I LJ ILL LJ O � O H 0 p-)PROPOSED REAR FELEVAT I ON . 0 W s ALM 114 A 1'-0" � SGNL E: 1/4" . I'-0"FROPOSED LEFT ELEVAT I ON W W w Z a � < cn E-4N A � � tl1p0 H E 0 MLA L°� Irk 25-Ooq C�LQD G�D��o PROJEGT5-25-00q ol 10_'Q1%vvnv]ll K r-1#n 7OF7 z o P e 4O�� 9�� z ___________ _______ TOWN OF SOUTHOLD Revised SUFFOLK COUNTY, NEW YORK ' W SCTM: 1000-070-6-10 �'05 `` Z9 I' o 04/17/2025 12:27 34 PM SEE SHEET 2 I Gg sss a.°"� 8 `� z l F FOR ENLARGED W.SITE PLAN ate, Imp I W. nns 99° -- - I /�� $1AX „fie b �1 xaw z m °i o Hw l O i I I N D_OOU NR o? I 1P 15 d1 I` qA. M x,n° TAcE { r 3 cVRnoP /,' �+ xn „ ^ �../i "'-•`�'yn x.eo FY aa. I I TA%�T flop�j�w^ N Z p?� I I �wEW"`9°`ac p uT J Y' OVERALL SITE PLAN X' I .ny T�'�'S ' , ' �` "'% . / rn n ;9fy/�eY,nw t �' I I J SCALE: 1"=40' x � ��x ..,Boas I I Q .l/ %j s•y5 ,,.o �,,. I TAX WT Iz LU O 20 40 O I I /%� / ,s%f 90 x •+ fws eN��w^rcR� I +' I i I I Ll— �j -----W-------- J Z w TAx�oT e �•%I ' j/ x / I D s a s w,n i AFb f]\0lnUeVG PROPOSED UTILITY POLE j�/%///% x -' I APR 2 5 2025 CONNECTION FOR PROPOSED �/` f»>'r I x^« UNDERGROUND ELECTRIC Z x a •/J( j�x` rez WT I a« fRM�E AWN 9 '�`0 k, TAX 1 T' \ f�" I Southold Town � ` ao fa II A. ^^� // Board of Trustees ~ � �= w M vd I / Z h + �' / �d lan / ,,rc9 A0� I AB g0 I PROJECT o ;u �r:a,l.., LOCATION TAX WTIOPEl3 k� o % I I-�i Yi�� 4e61�Eo �` LOCATION MAP Y YK I so W O Z zu)? LOL If\ gZao WT Jockey Creek':: Y O x H e $ II .y�TAX Q O w ENt \ OLL O L 8d a" SA N�AVN\ANC' I eC4 N F 00 F- lo M N 0 a � p ■ ' • LU w LLI dit ,_ • irk _ _ oW h°h�ob F� I 00011 N o� EXISTING ONE STORY SINGLE / M 0 o FAMILY DWELLING TO BE REMOVED0. �O C ry o a ■ A ry' ^y (,,Revised AgE ti Or 0 PROPOSED 4"SDR35 a�PROPOSEDIIA �l PVC DRAINAGE PIPE tiO4/17/2025 12.27:42 PP EXIST.GRD=3.T(SC GIS MAPPING AND SASKAS SURVEY) ELECTRIC LINE s�s� ^\ ^ O m•P_2) �� 0.0'-2.9 MIXED SAND OL O��G� �^1(` PROPOSED 12 DIA X 4'EFF AND LOAM E�j YY O DEPTH DRAINAGE LP(TYP-2) S 0 2.0'-2.6' SILTY SANDPALE HIGHEST EXPECTED SP GROUNDWATER EL.1.43' �g 1 WATER GROUNDWATER EL.1.1' �P'RRt �� PROPOSED O 6 SUFFOLK COUNTY WELL DATA L STOOPS WELL#S-16780.1 `t A k 6 29 F HIGHEST G.W.EL.=5AT(03/27107 NAVD88) AS -1-� 470 0 k J k 3 s> h A•c � O o e n w G.W.EL.CLOSEST TO TEST BORE=5.10'(10118/22 NAVD88) co (((( {`74 4 ``.� '� N„o a DI FFERENCE IN ELEVATION=0.33' �0 WATER IN PALE SP G.W.EL.T EST BORE=1.1(10/28122-NAVD88) ,, b• RO o`' 070) 2.6'-13.0' BROWN FINE SAND ESTIMATED HIGH G.W.EL.=1.43'(NAVD88) 42 �� ^• .ry �O 1-1 V i-�- N :mow 6 \. o Z. 3.81 0 z Mya b > \ w w.1 wN o ORENCO PUMP 'b' > \__,._.._.,_,._.. a 'or >> i Z\N � By OSP\ pCR 5 4.2,j4f/ o�^ TIDAL WETLANDS m ao�x Nr BORING BY:M000NALDGEOSERVICES G EL4.3'.� ;q P S \ ELINEATED BOUNDq TAKEN ON:OCTOBER 28,2022 FLO P OK ./ ��' N C W 06, 16 gg3 F 98' CLfARI OF \ 6.4 7 0-17_ BY EN_ R Y, AS p0 ABANDON c M 6 - _ 22. CONSULT NOTE:WATER ENCOUNTERED AT 2.6'BELOW b b p• �\� a ,� P'! 0 „� oo - - ANTS SURFACE o o i EXISTING ^ v 6• ' h ry. TEST BORING HOLE SANITARY GOOF. 9°l o� 333 OF IM \41N.T.S. �^ � - o Y� i `r �/ SEpONESERNC' l ' 6� \ �� LIMI OF d� PROPOSED IIA � T SANI DESIGN CALCULATIONS / nj� r 3 AX PRO?EFPN\�YOSO 403g� W� CONTROL PANEL W d i B�A42 h \r S\NG .(OgE OSl 8 X4.34 - - fn n 4> 2 2p SF o / � lF\= 2 PROPOSED VENT 2°MIN.WI CHARCOAL --_1 LINE OI TANK CALCULATIONS: FLOW(3 BEDS)=400 GAUDAY PROPOSED 17 LF QUICK4 y 1 t ASFF E\=6�D 3. m FILTER MIN.T FROM DOORS 1 WINDOWS RES_OUF CAPACITY FOR FUJI CEN5=749 GAL PLUS STANDARD LOW �/ v S�7 y g 5 M\N .�� O I PROFILE INFILTRATORS i / q O v is PROPOSED 100 SF PE4RU�LA INFILTRATOR CALCULATIONS: (TYP-3)/ ; 400GAUDAY/2.83'(INFI TRATORWIDTH))147.11 LF (GAUDAYISF)=47.11LF �QEi P N / 4.13 `8. N Q rP/oL WV y� AIR LINE �600, 4 PROPOSED UNDERGROUND ELECTRIC SERVICE 0 51 LF PROVIDED(3 ROWS OF 17 LF 8"INFILTRATORS) / ,�p�-�Pi `�L p Sg 0 C 9 '0 2�• �' j� X 5.27 _ ------ --- A .6z F F 6I O+ MN 0 1�• _ 4`4 X 4.7s PPR�x'AE NE ZONE XN q j 5 --__. w PROPOSED O G i h' 1.32 3• 4, yy A pNE & w RETAINING WALL 4.7jD j 5. Z ' 1 1 ~� 5.05 RETAINING WALL TO BE RELOCATED I Z z I/ z m z i ,52. 0 •\ fJ PROPOSED BALCONY ABOVE w -,S.b a W G I c+ w a p00 . 5 W z F F PROPOSED FUJI CLEAN P5 D\R$ C. X 7. CEN-5 TREATMENT TANK -� OS ��5, Z Z G?,N \jEW P( C o.FE�A} Sg0�0 gR '.14 , -a 78 RELOCATED RETAINING WALL, TO BE VENTED BACK i P�S O �� O \ e 0 3.69 R pF\0 Pip\(\ON01 7 B/H i DESIGNED BY OTHERS gEol 9' THROUGH THE HOUSE �1F yJ��P J \N'36g ' S�OF I 6OGE I •' u 6. 7' X 9.65 eS�r 1--1 ��OPSOP GOB X 3.s0 c� 5VE A i a� gX\SZ\NFF S1-4-b9 0 X i0 z y Z n W - O gOJ F� 2ti REMOVE 30LF OF 4� \ SL �31 a G R / X 6•so ,1�' 0 07 X Q c� 0y �� EXISTING BELGIAN CURB /r �' z P y 11•69 F--i 0' X 3. 91� W `<� M� O �p 6 5 \ \ w 2 7. ,/x PROPOSED 52 SF w / I X \ h6 / §.5 .41 X 11.34 X 11-58 SOVEREIGN HOT TUB Z w 3.52 -y. + d / /" },,' 615 Q I X 11.59 X 12.34 I G I �- / / 3• M 2� - X 10.99 N7�a 6.51/-k 1 11.09 576 I PROPOSED 24SF X 0-87 OUTDOOR SHOWER / .4 .53 8 X 11.01 I REMOVE EXISTING WATER X 3.3 + 'S'+�I o �• 8 ~ SERVICE CONNECTION AND .24 WATER VALVE N1 / \ /a "'S X 3.67 91�-%k$1 10,8 X 11.46 0 7,0 o X 10.9 , X 11.47 X PROPOSED WATER 33 �'�S�9i 7I ZONE SERVICES � X 3.17 rt / / / „Y1 11. 0 Q0Z�a I 5 11.0 PROPOSED WATER Z Y �3.15 +/ s'z� X 11. 5 METER I I 0 j ao PROPOSED STAIRS Q z O O PROPOSED FUJI CLEAN I J O o^ I P / , 8 a INLETADAPTER90 { Y O Y a SITE PLAN //oF�'/ +/ /ice �� X 6.r'I + + I o o 0 LL SCALE:1"=20' I X z.7z >G .so +/ 4•ss �d 1 I TAX LOT 12 N_ o F�bl / X 5.71/ d/I EXISTING GAS wP� FRAME RESIDENCE c o O O 20 I / // x 405 a/ I SERETO RIEMAN EXISTING OVERHEAD I #30PUBLIC A E NOTES: / / / p>O / TEST HOLE WIRES TO BE 1. ALL PROPOSED SANITARY LINES TO BE 4°0 SOR35 PVC PIPE / 2.98 "" a// d REMOVED UNLESS SPECIFIED OTHERWISE. �j� // / a/ // 2. NO EXISTING DRYWELLS WITHIN PROPERTY LINES. I / °� /S X 5.26/ a/ PROPOSED UNDERGROUND I I ,79 r 3. ALL UNDERGROUND STRUCTURE LOCATIONS ARE r� I r // \ APR 2 5 202� a / /+ / \ ELECTRIC SERVICE I 0 APPROXIMATE&SHOULD BE VERIFIED IN THE FIELD BY THE ��j /j / /+I�j111 X 3.87 / d � CONTRACTOR BEFORE CONSTRUCTION BEGINS. �(�7 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL / / /+ / Cam" I LLI - } DATUM OF 1988(NAVD 88). / +/ /^�'rj X 4.88 I I _ Southold Town = Ep E / // II X 3.76 % II -' I P•�) Board of Trustees �._f U) 19 .1(.L�a."'S /' x s F, X 4.91 > z 120V AC,1(D,60 HZ,20-AMP POWER SUPPLY. HIGH WATER ALARM WIRING #12-AWG WITH GND IN PVC CONDUIT. (� AS PER MFGR.IN CONDUIT. MAIN 41 — pUICK4PLUS STANDARD NATIVE BACKFILL ESTABLISH VEGETATIVE C1}°LATERAL ` SERVICE PRESSURE PIPE LOW PROFILE CHAMBER COVER AND GRADE TO DRAIN 2°X1}°REDUCER(TYP) Revised PANEL TOPSOIL z 2'FROM OWTS CONTROL 5 1 PANEL 04/17/202 2:27:51 PM 2'UNDISTURBED 2'HEADER FUJICLEAN UNIT ELEC.SERVICE I`36'TRENCH WIDTH--� CENTER SUPPORT SOIL (Typ) C \S� ¢ 'z, (SINGLE BLOWER CONNECTION DETAIL B NOTES: �\ z 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN a HEADER DETAIL _ �� i DETAIL A NOTES: 2. INSULATE BOX AS NECESSARY 3 N.T.S C)1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP HARDWIRE STANDARD MULTIPORT ENDCAP(RIGHT)SHOWN 4. PIPE SIZES PER PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 90°SWEEP FITTING OR 2.45'BENDS,NO ELBOWS GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS YI PATIO BLOCK) a a�• .0, gRxw PRESSURE PIPE DRILL HOLE y LOCATIONS ON END CAP 8 -- FUJIMAC BLOWER END CAP NOTE: z SERVICE 80RI1-20ORII ELECTRIC LINES SHOULD BE N a o o cYi h¢ INFILTRATOR CHAMBER _ DETAIL A (ANY MODEL) INSTALLED BELOW GAS LINES AT ELECTRIC DETAIL B CROSSINGS. + SERVICE s ELECTRICAL ONE LINE DIAGRAM s INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE s GAS & ELECTRIC CROSSING DETAIL 3 N.T.S 3 N.T.S Qj N.T.S OPEN DISCHARGE PUMP TO ="I DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES W FLD24G W/RG24 SAFETY ORENCO EXTERNAL SPLICE EL 52 F11GGRAT TO GRADE BOXSBEXi-0 2°STONEVENEER E PUMP BASIN DISCHARGE ASSEMBLY CHOSEN BY Ell MODEL PB2454 HV125 W/DRAIN HOLE OWNER 'a AND BALL VALVE ' I APR 2 5 2025 TO DRAINFIELQ '' 4'PLUG AT GRADE FROM v LIQUIDAPPLIED FORCLEANOUT i �z OWTS~ . •q°. WATERPROOFING GRADE Southold Town z> cc ON MEMBRANEmw W Board of Trustees #5@14' VARIES- 4"PVC � z w 0 > o •.a #5@14' 4°X45°BEND .wg z c � ORENCO DISCHARGE PUMP MODEL PF200511 `� w WATERSTOP 4'PVC WYE MATERIALS&JOINTS EQUIVALENT TO WATER 'v — WATER STANDARDS OF CONSTRUCTION SERVICE W z g z 4 PVC ~FLOW AND PRESSURE TESTED TO ASSURE 4°SDR35 PVC A a ui m o .Q 0.08 CLEAR MINSLOPE @°PER TIGHTNESS PRIOR TO BACKFILLING DRAINAGE PIPE �1 ti z o o r—36'--� CAST-IN-PLACE CONCRETE _ .a•; 4. :•a•• (TYp) _ y g DEADMAN POURED PRIOR ••'••. •� :'. PROVIDE 6°SAND 8 GRAVELEl ti TOP PUMP BASIN 3 �° BEDDING UNDER CLEANOUT w o INSTALLATION PENETRATE 0. 32 1.35 �10'-01 10'-0' PUMP BASIN 3'INTO DEADMAN J s PUMP BASIN 7 RETAINING WALL DETAIL s CLEANOUT DETAIL s DRAINAGE & ELECTRIC CROSSING DETAIL W N.T.S 8 N.T.S 3 N.T.S 3 N.T.S HOUSE FUJI CLEAN INLET RETAINING WALL 10.38'TO ADAPTER 90 C!0 TO GRADE EL.4.48' o C.O.TO GRADE EL.4.0' r------� ROUND ELEVATION 3.68' TANK BADE.EL. COVER TO TOP OF RETAINING WALL W O I 1 .0.TO GRADE.EL.3.68' 3XV COVERS TO RARE STAINING GRADE EL.3.69' > I 1 GRADE EL.4.0' EL.4.30' WALL EL.5.20' BUOYANCY CALCULATIONS Q o Z I GARAGE F.F.EL.3.59' DISTAL HEAD HEIGHT 20° Z WEIGHT OF FUJI CEN5=463 LBS EACH 15.05'TOTANKI ° ?j~ m .COVER WEIGHT OF BUOYANCY KIT=2,412LBS o TOP EL.4.1T O o I 14.06'PRESSURIZED PIPE (2 X 8'X 1.5'X 0.67'X 150) cn O L______ 8'INFILTRATOR WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=5.755LBS Y LL U o INV.EL.3.31y__ —_—_____— T 3ROWS-iTLONG BOTEL.3.5V I (2X8'X1.5'X2.18'X110) Qz LU ———————— -- ----- _____ RENC INV.EL. INV.EL.3.77' WEIGHT OFSOILABOVEBUOYANCYKITABOVEHIGHESTEXP.=5,551LBS 0 LL --- -----_ 21.31' PUMP 3.60' I (2X8'X1.5'X2.5TX90) r-p LL o PROPOSED INV.EL. i z i i TOTAL=14,181 LBS M F U F FUJI CLEAN CEN5 TANK 2.83' INV.EL. INV.EL.2.99' (NEEDS BUOYANCY KIT) 2.39' - I BUOYANCY FORCE ON SEPTIC 8 TREATMENT TANK ASSUMING TANK IS EMPTY S2 AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER 0 7.9'X 4.0'X 2.85'X 62A=5.620 LBS 1 � HIGHEST EXPECTED I 14.181 LBS SEPTIC TANK>5,620 LBS(2.52 FACTOR) GROUNDWATER EL.1.43' L _—____ _— WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH 7.0T .-1.42' �::T RETAINING WALL WEIGHT OF CONCRETE DEADMAN=530 LBS BOTTOM EL.0.2' (PI(1.5')A2)X 0.5'X 150) U_ TOTAL=556 LEIS �o SANITARY SYSTEM PROFILE 3 N.T.S BUOYANCY FORCE ON PUMP BASIN ASSUMING IT IS EMPTY AND GROUND LLI WATER IS UP TO HIGHEST EXPECTED GROUNDWATER LLI (PI(11)A2)X 1.63'X 62.4=320 LBS � 556 LBS PUMP>320 LBS(1.74 FACTOR) z �1 4/19 Revised, 04/17/2025 12:27:57 PM E � � � 318-WIRE ROPE WITH(2)3/8 ! F I �b H z tq`-�1, / CABLE CLAMP(TYP) NYLON T100''LONG v rzr� 1 v APR 2 5 2025 5/8"X9"TURNBUCKLE t� z (TYP OF 2 MIN.PER TANK) C, C - - �ho4dTov�sti �1W �Lt�nf`ir�ste2.5 _ 318'WIRE ROPE WITH(2)318 m EMBEDDED EYEHOOK CABLE CLAMP(TYP) (TYPOF4) d r m 0i °�� vUJ dpOU NK CONCRETEANCHOR SCUM BAFFLE B CHAMBER VOLUME(GAL) 1 SEDIMENTATION CHAMBER 277 SIZED PER FUJI CLEAN 6"MIN BED OF COMPACTED GRAVEL 7'-10}" 2 ANAEROBIC FILTRATION CHAMBER 278 INSTALLATION MANUAL BENEATH TANKS AND ANCHORS 2-10}° 2'7} 2'-' 3 AEROBIC CONTACT FILTRATION CHAMBER 127 DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH RECIRCULATION 4 STORAGE CHAMBER 63 USING IDENTIFIED FACTORS AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 (n DEADMAN NETRESTRAINT O3 DISINFECTION TOTALVOLUME 749 J MODEL DEADMEN(EA) DIMENSIONS PROVIDED(LBS) CYLINDER(OPTIONAL) W CEN510E510E7 2 B'X 18"X 8° 22200 4"INLET IPE 4"OUTLET PIPE SPECIFICATIONS CEN710E10 2 B'X 1 B"X 8' 26,232 A 4 A ANAEROBIC MEDIA PPIPE FILLING RATE 32% CEN10/CE14 2 8'X 18°X 81 29,320 `_� IL ;) BOARD TYPE AEROBIC MEDIA PVCIPPIPE FILLING RATE 16% CENI4/CE21 2 10'X 18°X 8' 39,065 O AEROBIC MEDIA PPIPE FILLING RATE 57 CEN2110E30 2 12'X 18°X 8° 51,235 EFFLUENT BLOWER 2.8 CFM 0 „ FUJI CLEAN TIE DOWN DETAIL INLET BA LE a O AIR LIFT PUMP TANK FRP Uw 1 O PIPING PVCIPPIPE -W a 4 N.T.S O ACCESS COVERS PLASTIC/CAST IRON Z v=i T DISINFECTANT(OPTIONAL) CHLORINE TABLETS L) RECIRCULATION PIPE FLOW BAFFLE 1l2"AIR INTAKE (CLEANING OPENING) B z e z FLOW OPENING(TYP.) W z w A 4.87" .A 3 ti'z $w 4.53° CLEAN OUT MUST BE INSTALLED 8 PROVIDE SECONDARY PLAN VIEW a V ¢ �3 TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) ADAPTER FROM ABOVE P 24"ACCESS COVER o o w y �) 20"ACCESS COVER(lYP) 20°ACCESS COVER(TYP) 24"ACCESS COVER(TYP) DISINFECTION tjj CYLINDER(OPTIONAL) ^ w w o 6.24' FLOW OPENING S w 7.03" •C+ � N o - w - BOARD TYPE CONTACT MEDIA WL OUTLET SOLVENT WELDED TO 4"LONGSTU O CONNECTED TO FUJI U I CLEAN CEN UNIT P(TYP) Q 4 IP � 90 DEGREE LATERAL 3 INL TOP VIEW - Q 0 z PORT ADAPTER ALL PORT RECIRCULATION j m ARE 4"OPENINGS 7.03' ASSEMBLY T- PLAN VIEW .Z3. J o o �. O0U v EXTRA INLET CAPPED 0 Z LL O VIA4'SCHEDULE40 1.97' O�o ADAPTER&PLUG(TYP) 0 O3 3 CV m o M - 7. " 4.3.4 7" AEROBIC MEDIA o mm AERATION ASSEMBLY ° SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW H 12 FUJICLEAN INLET ADAPTER DETAIL ,3 FUJI CLEAN CEN-5 DETAIL LLI 4 N.T.S 4 N.T.S U) Area Front Side Both Sides Rear (square feet) Lot Coverage (feet) (feet) (hat) (feet) 200,000 to 595 _. 60 100 399,999 120,000 to 10% 6o 30 60 95 99.999 PROPOSED DEMOLITION AND 80poo to 119,999 20% 60 20 45 75 IXly Gl•O,t� 60poo to 79,999 20% 56 20 45 75 B9�GIOO QWOo C3@ QC9L�P7NJ(S 40poo to 59.999 20% 50 20 40 60 20,000t 20009 20% 40 15 35 50 NEW R O W L �Y.TIOTO THELess Than 20000 20% 35 10 25 35 r(��r�/�t1 c�JV�-4".1LS°o Nonconforming lots with primary and secondary front yards shall be required to meet the following RESIDENCE Arm SMITH ("—fee) Prin�ryFiaetlPand SaeatedaryFrotetYard sidaYardY Less than zo,000 35 20 10 121 OAKLA AVE . 20,o0o to 39,999 40 25 15 STORM DRAINAGE GALL: 11971 I. RLNOFF MINT:erls� ROOF 100 NON-TURF SOUTHOLD NY MUM r M ROOF 0.2 ♦ c��JJcc��JJIJ LS LANDSOAPE 020 03-2- REVI SL REVTOMFOR PERMIT 2. PROVIDEIDE STORA9ERAINFALLFOR 2°RAINFALL•.Ib'1 � �naN„ SED PER TO ROOF ORCOM 04-00-24 REVISED PER TOM I. ROOF AT IION5E ORAINA6£IJ2EA 6PN ° .t, C.OFFEw 14T5 SF.ROOF x.I61 x1 • 247 2. ROOF AT 9ARA9E ORANASE AREA(LP) REGON5TRUGT 06-24-24 REVISED PER BOARD OF SOO S.F.ROOF z.16T z SOJ ExlST STOOP TRUSTEE5 COMMENTS 3. PAv6t AREA.PATO A1D SroaPs rL 1. EX1 SF (; �a a Oq-20-24 REVISED PER DEC 1021 SF PAVING x.161 x I RI p V� RECONSTRUCT A�w� 4.LAZDSGAPE AREA ILP), 0�`' G `R6'' EXI5T STOOP CONDI 15 REVISED PER FIELD 4,M4 SF LA1tJSCAPIN9 x J6T X 2 135 , ♦ t• 19.5 e f CONDITIONS ,y �� ... \'...�„ 03-0325 UPDATED LOT COVE TOTAL 605.1 RECONSTRUCT" Y QG 6 S .y1� o—'^+•.T —'� USE(2)12'IJIA x W D�STORM POOL EX15T 5TOOP T¢t o o. W OPEN BRATS 405b z 2 •6072 - 15.0 5F / I '.` __ - , !n _ MAINTAIN � / ' .. � _ ----_---- GRA55 X SSSSte��.. A NA AREA 1 0 NON-TURF 350 5F ` o AREA / J EX,OAR A E � 1 I ♦/ �11 mvvt I I 4 /A z e W y Z CL V waz i� �`'� %�.�;• � I P LU A P R 2 5 2025 X F I 0.tQ� W Southold Town PQ o tCi2 2 Q I1 ;,, � Board of Trustees c a g —� o LU z IDRAw I NG I NED X 9 1 DWG. INITIAL LATE5T 1550ANGE a p I NO. DRAWING TITLE 1550AW-E REVISION NO.4 DATE `1 TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 12-13-23 1 03-02-25 ...111 5P1 51TE PLAN Oq-20-24 PG3�C�'4#8 23-024 EISTINB PERCENTAGE LOT GOVERA6EPERGENTA6E LOT COVERAGE ffEA EXI 6ROUND FLOOR PLAN-EXI5TIN6 12-13-23 EX.1 5 SF EX PROPOSED PLOT PLAN TY DWELLING 1225 EX2 EXISTING ELEVATIONS 2-13-23 C5(\Uo G�I1dQt PROJECTS 23-024 I STY DWELLING 1202A5 SF EX I STY DWELLING 1202.-15 5F WIT H TH INTERIOR ALTERATION 1225 SF DMOI DEMOLITION PLAN 12-13-23 1 02-21-25 SLAT I°-.sa EX I STY GARAGE 3013 SF EX I STY 6ARA6E 3013 5F AO 51-HEDULE5,NOTES 4 DETAILS 12-15-25 EX GONG STOOPS O SF NG EX GO STOOPS O 5F IWORMATION PROVIDED BY OTIER5 FOR REFERENCE ONLY.5EE SIGNED AND SEALED 9R,/EY OVEZHANG r1.42 SF OVERHANG I"1.42 5F NOTE, Al PROP05ED FOUNDATION AND PROP05ED FLOOR PLAN 12-13-23 1 02-21-25 I' BOARD OF TRI/5TEE5 APPROVAL NEEDED A2 PROP05ED ELEVATION5 12-13-23 1 02-21-25 TOTAL LOT AREA 6g53 SF TOTAL LOT AREA 6453 SIF 2. DEG APPROVAL NE®® 3. ZBA APPROVAL NEEDED A3 PROP05ED ROOF PLAN Z 5EGTION 12-13-23 1 02-21-25 PERCENTAGE LOT COVERAGE 21.q% PERGENTA6E LOT GOVEiA6E 21A% 4. PRO-JECT DEEMED DEMOLITION AND SUBSTANTIAL 11_IPROVB4ENT A4 PROP05ED 5KY PLANE DRAWING 12-13-23 1 02-21-25 5. HOUSE MU5T BE RAISED AND ADDITIONAL FOUNDATION ADDED TO C2-FLY WITH FEMA 6UIDELINE5 6. FINISH®FLOOR ELEVATION M15T BE 8 FEET OR HI6FEt3 I OF 9 pp NN NNH pI. FLOOD INFORMATION (WAnuzTM pl+urtrw[xr tqE Oxzh S i i S G'm�PI REGONSTRUGT_ EXIST STOOP ./ a.wa..a....n.v..era.w.r.asv 19.5 SF G�r ® �a ► Y r r Y !1 ® VY REGONSTRllGT gg gg 7 G + ! EXIST STOOP Rai a{M E P p 9.5 5F REGONSTRUG �9 EXI57 STOOP Tpti°j. '�. "• ` R g o ,1 I5.O 5F i- ---- " 5 e f'"�'},+'r• NON-TURF MAINTAIN i+ ii�� 9,p AREA AREA , • 5, I 9 /"�•� p 1 3&0 SF / I I LU N i :i r// a 'Of ' I Ud ,,.��.AMp •/ I �. !JY / ci StipED AR wq. .....�a N GRAPHIC SCALE I�u rart .m.®..o.° peril e — + m n •Au envAma men ro ruvpr rna •1• l �(9 y APR 2 5 2025 Southold Town Boarrt of Tn,q+,.,.. - V dC�l�c��caa, c�o•n 21'-II• II'-3• Q9 S L,TOO QWOG�p�GIM@ 5� G30�G31kIG�QDDu @�i 99S�J09 ON 699.9�38a0O�C}4 -------- MAIL.- � --------------1 L —J BED AQ L--------------� I , ` MASTER LL `� BORM KITCHEN // BDRM ,f i x0 I \ * 1 ®� I I I \ r. I r--1 r- 1 r--1 ---_--_-J I CLOSET \ // _ _IEx.t21 2•xa• I I Ex. 2°xe•I_e _ r I ` / 12-13-23155UED FOR PERMIT BIRDER I I6IRDER ---I I �� I L--J L— J L--J ----- 03-2424 REVISED PER 70YAl\/ 044-05--24 REVISED PER TOM TUB Coro->ENNT / \ 0e 29-24 REM5ED PER EIOARD OF TRUSTET5 COM11 NTS 09-20-24 REVISED PER DEC 2 STAPPROVAL EPS // LIVIN&M \\ 'F 0222 REVISED PER FIELD // \\ G3_ ITION5 \ ��111"' 03-03-25 UPDATED LOT COVERAGE FOYE5Z STEPS I I I I L----- ------ ------ r--- ————— ----- I I I I I I I I ILL I FAMILY I I z0 31'-iD' I ROOM I I use I I I I I I I I I I L---------------------- -------- - I I -------------------------------------------- DN w U z ww z� z w pa Caw X d~ W X. F-OUNDA71ON PLAN nEX. FIRST FLOOR PLAN wE- 0 SCALE I/a'.I'-0• ` SCALE I/4'.I'-0° fa O E E wZ' oO OEMTn d a� � w 25-024 !\4j}jJL"J 6L.1DD I�r�dCso PROJECTS-23-024 Southold own o��0�6#0 ofjNstees Board — 20F9 • d�t��aa, m�,o�n, c�c�au�c� 215 unamg)Go lffCJ uff G3�M�G3CJ(�QDv fgC7 991vJ009 Cv399°9NIIA9"fO7�iE14 T.O.WALL T.O.WALL 0_ LEV.8-, �. - - - - - - _ ELEV.8'sl" Y ED ARCA�i T.O.WALL T.O.WALL ELEV.T-6" 0. - - - - - - - - ELEV. EE 01 hh �F IdEV'� ELEV.O'O'R V ELEV.OLO"R MUM 12-13-23 155VEP FOR PERMIT 03-24-24 REVI5ED PER TOKEN GOMMENT5 04-08-24 REVISED PER TOrN GOM"ENT 09-29-24 REVI5ED PER BOARD OF TRUSTEE5 GOMMENTS 09-20-24 REVI5ED PER DEG nFRONT ELEVATION nLEFT ELEVATION APPROVAL 02-21-25 REVISED PER FIELD GONDIT1ON5 SCALE 1/47-I'-0• SCALE I/4•-I'-0• 03-05-25 UPDATED LOT GOVERA6E W U �r(zs] 33}• 1p Ip Z"U] m m Z T.O.WALL T.O.WALL �w O ELEV.8'-9" - - - - ELEV.W Eby EV --b C ti Q� ELEV."1 b° _ - _ - - - - EL T z' Q Z LU Ila O CaE-+F Z H W z m p N FIN15H FLOOR FIN15H FLOOR Q F U] x I ELEV.0'-0" �]yLU az Jl: �q U 6 CE-1 V\I EPG30Od[C�4#o 23-oza REf�R ELEVATION RIGHT ELEVATION D Fl��- @bOVMS PROJEGT523-024 3 SCALr= 1/4•-I'-O' scALE I/4'-I'-0 APR 2 5 2025 ova®#o Southold Town EX-2 Board of TrusteeS 5OF9 dC�C�Qo�GL.1GJfnhv (.°�0� REMOVAL NOTES: Qaca°�c�sr DQ- BUT NOT UNITED T WOOD FRAM MALL X L RE IC5, EC INDICATED INCUIDIN6 B98 L•30O QgOO L QM@gNIC BUT NOT UNITED TO ANY AND ALL aEGTRICAL CEVICFS,MECHANICAL,RUNBINY>,6TP. fi°dOMI'3G3G1�°.�o qP7 99�9 B0.1 MISG.FINISHES ETC. EX15TN6,KIOOWS SHALL BE REMOVED 1 0151-AFDM N THEIR ENTIRETY. D_a I D-II I I n I STEPS I I D-3 E%BTING EXTERIOR DWFS SHALL eE R810Y®/plzrARDED N THEIR BmRETr. DN REMOVE AND pISGARD F95iI6 HOOD FRAMED A S INDICATED WAIVING NOT LIMTED TO ANY AND ALL BECTRICAL DEVICES.MECHANICAL,PLLlBIN6,6TP.E0./MEG. ,iti(LED AQ6y FI145HE5 ETC. � 2 F IL JI L D-s \;\\/ -s EXI5TIIY DOOR FRAIE,/HAREHARE SHALL BE RE40VED 1 DISCARDED. ��,01 a` —_�—, ----JT� 1C--- -I I I Eg EXISTING WOOD FLOOR FRAMINS,SUPPORTS,PIERS,ETC,SHALL BE REMOVED IN THEIR 11 1 1 p_5 I I D-2 EITIRETY TO ALLOW FOR IEH CONSTMTIOX. \\ BAD M I KI -13 TER. I 1 / y BDRM L -- D-1 5HALL B ROOF VEDFIRM1 G.51EATWNS,SWN6LES,LEWN6.101575,/GEEING FIN15Ff5 \\ D-T I 1 I IIII///T D-a 110.2 SHALL BE R130VED 1 pISGAavm. ^l BUSTING RLhBN6 FEAT Xa 5NALL EE REMOVED 1 DISCARDED IN THEIR ENTIRETY D-10 D-IO D-4 D-9 EXISTNE KITGFffN APPLIANCEi,BASE GABI ET5,WALL CABINFT5,CQINTERS,ETG.SHALL (�r�IT(Tr� D-9 / 0 BERBIOVED N THEIR ENTIRET'. QcJc�JlJLS°o D 5/%/`\\//A\\ I r T. // L(r(� D-13 I I D-O EXISTING FLOOR FIN19E5 SHALL BE R&IOAD TO E6EFLOOR 1 BE PRHFE0 FOR NBI FLOOR FIN15FE5. 12-13-23159JFD FOR PERMIT I D-1 EX5TIN6 LONG.5TOOP TO BE REMWED 1 DISCARD®N ITS EITIREN. 03-24-24 REVISED PER TOWN II / 11 cLosET \\I II��`rr'// °` II O D-a — IF D_2 COMMENT5 Fr)--12-1 EA5TN5 BATHROOM FIX RC5 SHALL BE RE OV D IN TIER BMRETY. 04-08-24 REV SED PER TOWN GOWENEXISTING ROOF RAFTB6 AMD LEILIN6 J015T 5NALL B:RBlOVED IN THEIR B TIRETY. 0&-2q-2 REVISED PER BOARD OF 11 TRUSTEES COMMENTS L�`� 1 1 NOTE APPROVAL PER DEG 1 D-12 I 1 D-4 RE TO FIELD CONDITION EXISTING WALLS AND ROOF NEEDED TO BE REMOVED APPROVAL BEGNISE OF POOR CONDITION AND ROT. 02-21-25 REVISED PER FIELD CONDITIONS 03-03-25 UPDATED LOT COVERA5E I1STEP5 j1 // LIVINF I ON / ROOM D-2 \\ H D-2 I I I D-u I // D-T \\ II DT -- LLL__ / D-13 \\\ N / 5TEPS T I / ONI - GENERAL REMOVAL NOTES: D-2 lul D-2 ;FKTe1l1; I.THE GENERAL CONTRACTOR& SHALL VERIFY ANY AND ALL EHATI AP UTILITIES,PIPING,WIRING,6A5 LINES,PLUMBING LINES,ETC.THAT ARE FAMILY 1 I D-2 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION.SAID UTILITIES _ffFve44'.11.I SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE ROOM D-'I PROVISIONS PRIOR TO PROCEEDING WITH DEMOLITION WORK. 2.ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 05HA D 2 III D-I3 D 2 AND NEW YORK STATE BIILDIN6 CODE REQUIREMENTS FOR .111yJ. DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK D-2 ,, \ D"2 PERFORMED IN CON.IMGTION WITH THIS PRO.IEGT. IIFI�111 \ 3.CONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO GONSTRIIGTION.SHOULD ANY BEARIMK PARTITIONS BE LL D-3 J REMOVED AS PART OF THI5 FROJEGT,CONTRACTOR SHALL PROVIDE — —� S--Z--- Zr`� K` � �F=�-=S J TEMPORARY BRACING UNTIL NEW WALL5 OR SUPPORTING MEMBERS CJ D-2 D-2 D-2 D-4 D-2 1 D-2 D-2 D-2 D-4 D-2 D-2 D-2 ARE IN PLACE.NOTIFY ARGHITEGT OF ANY AND ALL BEARING z r�Tgr. PARTITIONS THAT ARE TO BE REMOVED SO THAT ADEQUATE lim W DN I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW Ila Q L 0 D-II I 1 GONSTRUGTION. z -1 J_J Tn a pa BE REMOVED M WALLS THAT APE TONT OF REMAIN.SAIDL HE 5 IADFINISHES TO ES TOQ BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, PANELIN6,ETC. 5.ALL HATER AL AND DEBRIS REMOVED FROM THE 51TE SHALL BE 'z H LEGALLY D15PO5ED OF BY 6.G. o 6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN [may 03 CL ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING Z CODE AND ANY AND ALL LOCAL REQUIREMENTS. W O PROPOSEDREMOVAL PLAN T.ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN X F 9 � AGGORDAWE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC W SCALE I/4 Ind CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. H.G.G.SHALL PROVIDE TEMPORARY SUPPORT OF ANY S ALL UTILITIES, W PIPING,CONDUITS,THAT 15 AFFECTED BY THEIR WORK. (� C'l Q q.CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF OHM C) EXISTIN6 ITEMS THAT OWNER MAY WISH TO RELOCATE/REUSE. aE- o� zo az a CO) D a F ppQoetJ[�#8 23-024 APR2 5 2025 (y&P I[F°fS12- PROJEGT5-23-024 DD G30MI/n°Gl�#o Southold Town Board of Trustees D m 0 4OF9 TABLE 3.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS .. MIMBER AND TYFE OF FRAMING NOTES: JOINT DESCRIPTION FASTENER NAIL� 51MPEON LETA 30-18GA. ROOF FRAMING 2'x B•RR 0 16'D.C. RIDGE STRAPS AT EA. RAFTER. Rafter to T Plate oe-nape 3-Bd rafter I. ALL FRAMING,LUMBER TO BE GRADE STAMPED DOU&LA5 FIR-LARCH TYP.ROOFING, OR LeIIN Joist to To Plate Toe-wile }Bd olzt STRUCTURAL GRADE NO.2 OR BETTER. Joist to Paalle Rp ter +rolled 4-16d earl, 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CCA TREATED LUMBER. 41I Jabt s wer Pstltloris««-rolled 4- d each I 3.ALL SHEATHING TO BE APA RATED,EXPOSURE I,1/2'MIN.THICKNESS. L I-MIN.AIR SPADE 2•x4°COLLAR TIES AT Lolls ne to Run ter ace�"il 4- er m PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED 0 4°O ABOVE INSUL. 16°O.G.�"DOWN Bloc to Rafter Toe-wile 2-Bd eaal end ALONG ED6E5 a b'O.G.IN FIELD W/SOLID BLK6.UNDER ALL SEAMS. BETWEEN RIDGE AND Rrn Boar eo Run ter -none 2-Ibd erd 4.115E SOLID BLOCKING,OR X-BRACING,BETVEEN ALL JOISTS a 5'-0'MAX.SPAGI CEILING JOISTS. WALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS a PARALLEL PARTITIONS. C°.�'6C804CGt7 T Pipte Lo T Plate F«¢v"ile 2-Ibd er Foot 6.ALL FLUSH HID.CONNECTIONS TO BE FASTENED W/RATED 6ALV.METAL T Pipte at Interxetiom oe+"Iled 4-16d ninth-each side CONNECTORS BY SIMPSON(OR EOUAU. + + + g9�i WOOQWOO CO QMGUfkINJ@ Stud to Stud ace-ewlletl 2-1 + + # # Header m Header Face-nulled 2-lice le"o.c.orlon ee a LAG BOLT NAILER W/(2) L•31WEGIGIGADD o G'ICf 99909 Tw or Bottom Plate to Stud End-wllee 2-I6d er 2xa stud GLAZING NOTES: 3/&"0 x 4 1/2"BOLTS 6 32"O.G. (xk�39,i7Q`d,Oh Cf9 }Ibtl er 2xb stvtl 4-bd cr 2xB stud rattan Plan to Flow.wise,epd Ist.B,d Ist a BI« «e-�al - NU er Foot WINDOWS/5L.6L.DOORS A5 MAF.BY MARVIN,INTEGRITY W/ TYP.EXT. TEGO EA.R.R.TO 2"x8°NAILER WALL(2°x4° FLOOR FRAMING INSUL.&LASS,IMPACT RESISTANT 6 DE516N PRESSURE RATED AS REOD O IN ATTIC -- O Joist to SIII T Plate sbirder -Ile 4-Bd r Ist QR BY CODE USE:STRUCTURAL PANELS FOR STORM PROTECTION- Brl i to-is' o-r"le 2-ed end nd PROVIDE PRECUT,FREDRILLED PLYI-YJOD,VIb°THICK. SPADES) tERED ARCy Bloc to Jols Kl e o alle 2- each e INCLUDE ATTACHMENT HARDWARE, Blocki w Sall s Tea,Plate oe-nalle ach block 2 1/2'NOb WD.SCREWS 0 16'O.C.F/SPANS UP TO b FEET, Le er SV Lo Beam .ace-wile }I6tl arch alst AND a 12°O.G.F/5PAN5 13ETIIEEN b a B FEET. Jols on Le er[o Beam Tae+"Na 3-8d obt BUILDER TO VERIFY Q CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS y Bantl Joist to Ist tl+"Ile 3-Ibtl ae,Joist WITH OWNER. I`,1-,rf3C\J Bend Joist to 5111 or Top Plate -cal ed 2- d als! 7k ROOF SHEATHING OPTION:PROD.ILL LEE FE-FRAME TRIM(ALUM.GLAD)TO ATTACH STRUCT. PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTID INSERTS TO PROTECT SWctaal Para s 8d- - b'ea /b Hele FROM WEATHER ETC.(VERIFY DETAILS) oia owl mare au,In... I'zb's I•xB• 2-Bd t MAINTAIN I' ON I'zl0'a wider 3-Bd t FOR VENTILATION. CEILING SHEATHING r 23122- "°" WALL SHEATHING, Sdaoolen 0•He1° CLIMATIC � GEOGRAPHIC SHEATHIRRF/ TEGO 2�aRP EA.JST. 2-NN TORS a 1 Structaa Panes Bd b ea e/12'f held DESIGN CRITERIA: CONNECTORS®Ib°O.G. nnT� Flbermsd Paneb (ONE EACH SIDE)1/16" bd 3'etl a leltl 25/32' Ba 3°ea e/6 fiele 2„xb„ 12-13-23 155UFD FOR PERMIT AOOD F N FOREST AND PAPER ASSOCIATION(AFB PA) R-30 IN5UL. G.J. ham r.Imae sd coo ere r e e/lo•held WOOD FRAME CONSTRUCTION MANUAL FOR 03-24-24 REVI5ED PER TOYN Harddpare 8cl5d b ed a I2 Iem --COMMENTS Pstic eboad Panels Be b•e e/I2 Ie e ONE AND TWO-FAMILY DWELLINGS.(200 EDTOW F ((�� i� �yj(J/)� (t7�� _ Dior owl Board 6wathi IMP50N'HT•E5. p_q. 1' (( d 'F�, l� L� 4-0. REVISED PER TOM I'xb's I'z8' 2-bd ! IFL�' itvn IL�� rxio• n 3-8e rot CONNECTOR5 0 16'O.G. 4. 0 3j-24 REVISED PER BOARD OF FLOOR SHEATHING GROUND SNOW LOAD 20 P5F UN.O. TECS GOMNENTS 5wcwal Panels wtms�,Tow+aF Sama.D 130 MPH(3 SECOND GUST) 09 -24 REVISED PER DEC I's lee, ad b'e e/12'fieldAL e t lotl b ed a b'flela WIND EXPOSURE CATE60RY B(SUBURBAN,SEMI-WOODED) Dia aw l msd Shealhin 1•xb a 1 z" - per support SEISMIC DESIGN CATEGORY L G D I,_ 2-15 REVISED PER FIELD - art WEATHERING AREA SEVERE U.1, APR 2 5 2025 ROOF SHINGLES ICE SHIELD YES 03-0-25-25 UPDATED PDATED LOT COVERAGE AlphaIt-F shng es 6aolyvr§stl inr o12 pagoo shanka us/aan inna 3ra/B.'oilia heado fprosoteresre shall gpew FR05T LINE DEPTH 3'-0' -e ad shoo roof rroruF«tuner and ovide w less than 4 fasteronPer sir sh le. TERMITE AREA MODERATE TO HEAVY tbllrhg regvremeres are tome«wall sheaNlrg roled b'on center at Nhe Ouch edge.If cult shoe,thmg Is wiled DECAY AREA SLIGHT TO MODERATE �.yj� 3'an center at the pmei edge tp axon higher Shea c P Ides.wllrg requirements for c meMx:n SoUU told Town shall tvs ddbied,w aRernate camectws,sod+as shear plates still be used to maintain the load pall. WINTER DE516N TEMP II Wien call:h,NSg contWws wer coahectctl--rz,the td 1-al amber of rolls shall be p-tted W be D LF TDP PI_ATF Board of Trustees _ reduced to-Ibtl na11 par foot. - - NOTE:ALL NT5 OF THE TO WORK SHALL BE DONE IN AGGORDANGE WITH THE CODE REFERENCE NOTES: HEADER REQUIREMENTS OF THE TOWN OF SOI1T}fOLD AND THE FOLLOWING: F!�J� THIS APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL Q? FULL HEIGHT CODE OF NEW YORK STATE R306 6taag at hazadan localbre shoo hhwe goTh�prdocNan h wdonnalee won r308.h general,glattg n - STIED all doffs and fixed sbe pa¢k,6bzrgs less N,m 60 drove ounfoces d tWs slnwen,etc.6bztg withh 24' ENGINEERED STRUCTURAL COMPONENTS AS PER A5GE 1-10 arc of doors h cbsee po5ltbn with sills less thin bo'drove f1oar.6bzhgs wer q square Fee[ad less than 1B• I-"x 18 GAUGE HEADER ro STUD, drove f,6husd floor.6lazrg rea ztabwpysMdhgs.See earplete,text of R30B.4.6lathg fa specifics on J4 JACK STUD CODE GOMPLIANGE: Iocetbn ad ezceptwe. STEEL COILED BYSIMPSON LSTA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP.FLOOR STRAP NO.G518 W/Ib-IOD FASTENERS YORK STATE.ALL DETAIL5 AND INFORMATION HEREIN 15 CERTIFIED BY THE R503b 5410ts and sloped 91.1ug shall tarply with Nos section c d hwe fully teapae i glaclug. JOIST BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER J015T(12" R309 Garage=hg protection ad separation required to be os rated aal h w Fannahce with R30q.6aage END LENGTH)Jr," WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL GODE FOR ONE AND TWO FAMILY HOUSES roar surfaces shall be soped to Facilitate the m"m A of liquids to troll t-al the rah vehicle entry O.G. PLATE 2. 2020 14YS UNIFORM CODE SUPPLEMENT doawa} 3. 2020 IEGG Box BEAM. 5n1D To PLATE: 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 1-10 R310JJ All emergoh y escgw are rescue open-P%all hove a mi hm rot clear ape tg d 5.T square Feel. MATCH FJ SIMPSON'HDUS"UPLIFT 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY 24•mWn do openhg heot,20-rhbrmcoo operNgwdth,44 eax,till hekfit. W FAMILY DWELLINGS CONNECTOR W/B°DIA. U THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRAGTIGE FROM THE FINAL,INSTALLED 5TAIRHAYS,HAWRAIL5,6111 91AU BE 116TALLED IN FIAT-LONFORM/JY.E WIN THIER TYPICAL AT CORNERS z. REQUIREMENTS OF THESE DOCUMENTS. RISPEGTIVE LODE SE- B VM.ARGMTEGT 15 NOT RPON51B-E FOR TFffSE IN51ALLAn015. OF BUILDING AND AT W W BOTTOM PLATE ENDS OF SHEARWALL5. A R314 elaVways call rot be less than 36 fiches h clear width d all points drove the rmRted haxrall he i t zl MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ' V] Q ON PERFORMANGE DATA AND MANUFACTURERS RECOMMENDATIONS.AND ad below the requred headman hekfit.Had'a11s shall rot pr th more thin 45 Ither zoed SUB5TITUTION5 WILL BECOME THE BURDEN AND REASONABILITY OF THE starway and the rhhan clear wdth of tl"stahl¢I at ad telow th txmnll height,[nchfmhg freack ad LU -ONTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING ladhgs,hall not be less IT 315 Inches where a tda l is hst.IW an aro sde ad 2T hdnes were lh olydls dz � PROCEDURES,INGLUDIN6 THE PRODUCTION OF ANSI TEST RESULTS,AAMA TEST are prdvdea m both sides.Tho-frua riser hen jht gall be 825'ad the mhtnm tread depth shall M 9'h �w Q RESULTS,ETC. cad-with R3142-Mhhan h,,.V am b'-B'.Ail starts s"11 to provided with OhmMtbn h occordare Wth tE.l ill seer Section R303.4.Ecbzed accessble spa under stays hall hove wills,under star surface,cod ay soFNt, protected on the amused side with 12-1 gysum hard O' R315J Hztrdk h°`M9 a mnlnm ad mmtrun eH lwl fra n Nun ra sk d N e tre ads shall bFet kpjrdadan tdd elseaant one sde,d',r5etsa phowcptafyll,5e.hAdy lFl-er elqyu irdOed GENERAL NOTES I," lrothe star with t-or ear.risers,I- apreoalkfoaplldrecj roe ehe yE1O..1 Ne lo. t rise of the FI h Ends call W rebored a call termhate h rawel posts or zaf,ty lennlnalz.tbdrallz adtacent to a wall shall nova a spw d not less that 15 W 00 Z I.All electric oak shall comply with The Natbnpl Bectrlce Lode.Elactriclah shall obtah fire trderuriters hdws or 1_1/beWeen tine wall ad the Ihad'oll.Tfw had;portion of hmd•alls shall rave a cralar am 1 0 wer+ certlfiwte fa all electrlc work ad call sttnhR to axuwr.Frwde all outlets ad}rKtlrn oozes rec{red section of I-I/4 fides mhhum b 2-5/B fiches aaxYnxrh,Edge radius of/B'. E. Fa all applbroes,pulq>s,egvpnhen[,eke Lontraclor s"II review service requrements,all Ik�ttrg,aitletz, (� N ks,T.V.cob ks,etc.uRh aiaher o5 r tred for tIn Full M[aliotlon ad 5atisfaclbn R316.1 6uo"ds are to be a mhhun of 36 HFes(glamrtl h hekjR Open sdes of stays with a total rke d mare W rl Flxta¢5,phanetac Jac equ 'T_, LLB of amen requrem T c d code wmplk ad sholl provide• e.Architect Is rot respasble Fa thin 30 MF¢s at-O the Fba a gale tl shall hove glard5(each side)rot lese than 34 KJes h Fekght O C7 electrical desky;Fa thb protect h ay capacity. measured wdaly Fran the nesIrg of Nye treads.(5ecad stay quads are recoomaded to be hq orl 2 All pMbtg work soil aoa it with the r p o"I Wt.[ Lode 10 all tics codes.Lonlradar h"11 TYP.ANCHOR BOLT, a." � review Wth the aaher't}r recturement5 Fa pWrbhig hstal(atWs hclvdtg brt rot IYNted W flxhrez,trhy R3fIJ 5tgle ad rulti station smoke abme sell be MIaIIW!t cash sleepYg roam,alslde d eWh sepvale 5/H°DIA 4B'O.C. TYP.HOLDDOWNS: 0 d Q aace55ab5,etc.ad requrements Fa water service and daroslb hot water.PmAlltec!k rot respasbe sleeping area h U"Ynn^Abte vkMRy d tie tod'«hn,oo eadi addtkml stay d Ille dueling,Yehdrg COORDINATE PLACEMENT BY SIMPSON,HD2A CONNECTOR W/ Qi f ay pkmbYg Systems h ay ctQ«ily.Loeb'«tor sl"II provide smltay system h accwTJarce with the baerrents.The alum devices d"II be titer-led h such a miner t hat tin activation of are dam w11 W/HOLD DOWN BOLTS.VERIFY 14-5053 SCREWS(OPT)AND EXTENDED a O approved 51le plan ad hall coord'wte all hzpectlas required for al of sane.Prd "'"t,o11 of the h the Id"ld"1 W[.The dam sha11 be dealt'o xlbb hall bedr war backrould BOLT TYPEEMBEDMENTREBAR (�"SJC i 5/&'80LT FROM END WALL �-, a et'rdrathg F"I a k location hall be bN owne s sun ap.Lo tra s II p ovde s cyan wi h ro e bvels wl h all h erve g too s closed.All v oke alum hall to listed ad h ailed h a adorn With ETC.BEFORE CONSTRUCTION O L (SEE FND.PLAN FOR LOCATINS) O Z W �� bnforma[lan as regvireil. the provlsbre of this rode ad The household frewanlrg equipmont provlsbns of WPAV. TYP.5UB-FLR. _ TYP.5UB-FLR. -F V/ 3.All H.VA.C.cork shall comply whin Arlble l0 aF Nun N.YS.UliFonn Fre Preven[bn ad Bulldhg Lode ad R31q.12 Wall ad tell FNKhez ro!he trio,soar,ad M.hares shall Irne a flare m Energy Lade.Lantractor s"II review all mechanoai systems with ow¢r For Dye of 51Jstem!o Lc provided r'9 �P'e TYP.F.J. TYP.F.J. (IE ail,gas,a electric I"t water a air,ek1 Y"ludkg or tordltlaurg requrements,PrtWtec!k rot classPkatbn of rot greater tun 200.Wan and call tg fhlses s"II Mve a SMkeEevebped Fdez d rot -1q"x 15 GAUGE STEEL [mJi responbla Fa heathg s err wnditontg systems h ay cq"ciby. greater Nor 450. GOLIED STRAP WRAPPED -}°x I&6AVOE STEEL 4.Qner h"II obtah ay aril all required permits prior fo albwhg contractor to Proceed with ay of R322.Avrga retailer call be YstdlW an the wmrt-hwitJer sde of hwlatbn. UNDER SILL AND OVER CALIED STRAP WRAPPED V d she wank RI0011 Mnsary dhM soil bO cwctrvctA arcMrrd,suppaled,ad rerdaced oz requred h Ws chgNer k�UNDER SILL AND OVER C3 CM Pe IkdTb bred ten 3,4,and b with IbdHe clearances b conbustbles ad EACH STUD W/12•MIN. 6 5.AJI site cork tehxfhg zmtay system.uIl Nes,easements.setbacks,elwdbre,damage,retoheg frez C STUD BEARING.NO.G518 EACH STUD W/12'MIN. calls,etc.s"II be h owordarce with a site plan prepared b)the owers-yor.The Architect 5 rot wPPm3 BY SIMPSON STUD BEARING.NO.G518 responble For sRe""'a of ay tyre hay ctpdcI'. Y SIMPSON b.All wok shall be rfarmed Ilceacd cantr«tan wan are a derce,d wth the f work be RboT.l Altk artess.An dtk across openrg s"II M proiAded b dub areas That exceed 30 sty are fee!ad pe bJ zpe hype a h9 Mve a vertkal M t d 30 rchez or eats.The M hall rot bar less than 22 tKh¢5 30 R-30 VAPOR R-30 VAPOR 1 p"r�i'OQrf[s�#a 23-024 peamed.All cantroctas sf"II mamtah IldNllty hsun'ance ad oaken talpen5atlat hztraae h kj' ro. 'Frared ape bJ W/VAPOR BARRIER UP W/VAPOR BARRIER UP ctlan with all nark being performed h protect. =,ad zlalI be bested h a halWoi other really e5sbie"III,.A 30-IKh tarn urob'tructed Z . 7.All-terlalz,systems,equipment,fixtues,etc.c all tx hstolled h strict compllarae with the M.od'oam h the ddt space shall be provided at sane point at"ve the access opening.See Sedan M1305.13 maufactaers Witten Ifkatians cod betallatbn hsWetias bclud all cleaaces fro Service,etc. fa access requremets where mechanr"I equgzront is located h attx. L spet i^9° TYP.FND./FTG,. TYP.FND./FT6. B.All contr«tas call warm[their wok h roping Fo the owner fa p minhtm period of War yeas. __GRADE ��°. f IlaC o PROJEDTS-23-024 9.The Architect call ro!have tstroi a chug¢of ad sMll ro!be,respa¢ble Fa castnatbn meets, RBOB.I Lorbxlbb 4eabtbn hall be sepaded a mhimm of 3 fiches fran recessed ik)rh�Fg Fixtures,Fm motors, _ T____GRADE q.Tho,terlrhiques,sequenw5,a procedures,a Fa Safety procpan h cameclbn Wth the wxk a Fa ad other'hedprotrctg d^Nces a separated h accordance wRh the tax itbm stpueted h the Fldur'e5 IFILN. EXP.JT. 4 PITCH FINAL GRADE EXP.Jr. 4 ` acts a omF. of the contracts,sdxoraroctars or ay person perfamhg ay of the work,or fa the Recessed I'yh[rCg hztalled h tk bulldhg themal emebpe shall meet the regirements d SecNah NIbl3. AWAY FROM WALLS TYP. PITCH FINAL GRADE failure of ay of them to cony act the wank In occardaee wRh the Intent of the contract dochOT h that DESIGN LOADS: 4'3500 P51 CONIC.5 AWAY FROM WALLS TYP. sad resporebo[y b the role respaebill F the contracts. , 10.All ex[erbr noon,rooing zhhigles,trtn,song,etc.s"II be revowed ad approved tit 11.All interior f W.sheo b"hdhg bit rot Ihnited to calls,floorAg,Nie,etc.shall be revoueal wth ad wellblower.us LIVE DEAD 12A11 mtsce krhea hteda item trakdmg but rot IMlted to doors,trim,(replaces.closet s"IvKy kitchen b 2'xa° 2'z4' cabheb,shelvkg.hardware,etc.I. be reviewed wth ad tpprwed by a`mer. 20 10 ROOF,Erz mra KEYWAY 4 a KEYWAY 13.rbere exlsthg nails,p is etc.are removed It Is U"responsibility aF the contractor to provide 40 10 DECKS/PORLHESw < AO tempway ffort,sharing,b achg,etc.as required. 40 l0 ROOMS OTHER THAN SLEEPING ROOMS FOOTI FOOTIN 30 10 SLEEPING,ROOMS O 20 10 ATTICS WITH STORAGE /^ O 10 10 ATTICS WITHgIi STORAGE l7 5 OF 35L2. 2tb° 3'-10' 14'-10' II'-10• 2'-6° 3'-10' 1115, Q'HR 2'-b'x 6'-8°SELF NEw Wcm ,9 CLO511,16 DOOR d Q L'.ti bo Q°0.LJ. gWALL ON _ ry AREA OF -I'-10' 6'-IO° L.1L3CIII`u�G�i( IIIIHIFOOTING f - - WORK 115 SF _ B9gi QCdOO C3@ Qd@G'ONJL L_- --_------ G30 CGL QLJDDo Gm11m rEPDXY a4-_ --_---1 r------_7 = I 2Xb ry - -1 - J R®AR®12 I -------------- ry I 0 U GFll59 G2 C-12 n 01.VERT. I I _ - - - I MIN 4° - Yv T m Fv� ET'BEDFIENT I I I - ---EPDXY Ir4 I L_--- N r �3 a\ d @£�i 3�'x s�•ML 13 yDR iv REBAR a 12' U MASTER I� I i SSEpED AR�y/ I I I Oz.VERT i 1 1 I 1 1 r l \ BDRM _ }�� 6\ 2 r I ry I I I I MIN4• I r-, _ I m \\ q I i t I I I WALL ON 1% =1 s N , iv ( x m �° BAD m� x a o IU a'-lo• I I I I FOOTNG ryg3 CEILING to _ l CEILING U ro pQ QU t�j FA�I\ LL F,gty 'l 1O,_II. 12,,.0.1 6'_2• 12,-0.I 1O,_1. I i .I I I I I I I I - WIG l 24'BARN DOOR I I a \ Vd7 n ° 2LO'WIDE x ILO°DEEP HAUNCH ---- Q TYP.AT WLLS ABOVE A O� / lV I- I I pp I 12-I}23 ISSUED FOR PERMIT I I I T tt�j ^\ F TI1B 0 03-24-24 REVISED PER TOkN / \ COMMENTS .P I I I 23'-2' I L___---- ry �U / \\ ?= N ry 04-06-24 REVISED PER TOM + COMMENT o 08-29-24 REVISED PER BOARD OF L---J I RAISE EXIT5 WALL MIN 16' L ---_-- / L----- x / \\ rc TRUSTEES COMMENTS 04 REBAR O 32°O.G.FILL Q CELLS SOLID WITH I III -I 'Q / \ I y AP�2AALREVISED PER DEG ---- i NON-SHRINK NON I r--- _I p ��A \\ x �n �� 02-21-25 REVISED PER FIELD METALLIC GROUT TYP. /EX.2'xb'FJ \ .J CONDITIONS 1 / I O 16°O� DIRECT II ILIN�i \ ;_,I x i ExPLAVAT®I=I VENT I /FAN FOYER 4 03-0}25 UPDATED LOT COVERAGE I 16•XI6'GONG L I I- N FIRE / \ Z PER ON 4'GONG SLAB ON GRADE 3500 I .� ---J-I PLACE 24X24XB PSI GONG. W/6Xb 10/10 NW b Ib'XI6'GONG I -I I ryry \ AL16N x I 'III II II II II C / ry L FOOTING Q MIL VAPOR BARRIER ON b' P�ON n COMPACTED 6RAVH FILL--77 24X24X6 ---- / FOOTING I-: t I _ _ (4)I�/4•xJI 7/B'LVL 2L1E GIRDB2 , - !/ _ I N(3)1'x 115 STL PLATE Rg. J r L _ p i L i i N 4XIO POST CEILING ISLAND\\ 4)(10 POST .! COh1PAGTED BACA71LL AT I U // eFAN�,FOWATION \ �j ER NTH CLEAN PILL 12�FTS a 15% I iv N m / \ U COMPACTION i ' i // UO rA 32'3' 5LI1 \\\ 0 U A 6 I 31'_IO I \ I ° I T n L.. . I L I '; Q \ 4x a I --------- ---------------- ---- J x 5)j tL I3 I®R x5�' 13 F®R 3S'x5 ImR \\ Y ---------------- I _ _ AR251 AR251 AR251 AR251 W66I F AR21 AR21 I AR21 AR21 W W GI55 GI55 I 5 G55 GI55 IILI Y -L - om -_- I �IIII IIIIIIIIIII 1 z 4'-6' 13L4' _ 6Lb'--- 13'-4' 5'-O' -112' 611, 6'-8' 6L2' III' 2�25 wA 42'-b° 33'-2' APR 2 5 C hy-.�W LwL1 6- R EGEND: Southold TownFy ------ Q 8'POURED CONCRETE s- rH.Wq Q FOUNDATION WALL. I. BOARD OF TRUSTEES APPROVAL t�DED :.F^^^^��I7777iiii�l Q)D- PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN 2. DEC APPROVAL NEEDED w o o 2°x6°OR 2"x4°WD FRAMED 3. ZBA APPROVAL NEEDED (�O w Q WALLS®Ib°O.G.W 1/2' ^Z 4. PROJECTDEEMED DEMOLITION AND SUBSTANTIAL Q E SCALE 1/4'.I'-0 G.WB.EA.SIDE $GALE I/4'.f-0° 2'xb'OR 2'x4'WD FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION FA C LL- NOTE, WALLS a 16-O.G.W 1/2' ADDED TO COMPLY WITH FEMA GUIDELINES lL SMOKE ALARM TO CONFORM WITH R514 OF THE 2020 IRC.CARBON MONOXIDE G.WB.EA.SIDE 6. FINI5HED FLOOR ELEVATION M)5T BE b FEET OR HIGf♦B2 DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 LLI F' FOUNDATION NOTES: NOTE' E)SD SMOKE DETECTOR C LU WINDOWS TO CONFORM WITH R3102 OF THE 2020 IRG HNERE APPLICABLE FRftMI NG NOTES: I.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F ® DETECTORONOXIDE Q.z BEARING CAPACITY,SUBJECT TO CONTROLLED INSPECTION. 8.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH O CONCRETE NOTES: ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOU LAS RATED GALVANIZED METAL CONNECTORS BY"51MP50N°OR 2.KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE � EXHAUST FAN MIN TS GFM FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. D- IN EQUAL. IN PLACE,PUMP AS REQUIRED, I.ALL CONCRETE WORK SHALL CONFORM TO AGI BOI-99; ADD TOP PLATE AS CONCRETE 5LAB5 SHALL BE 3500 PSI STONE CONCRETE;ALL 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/8°MIN. LI JN 3.MORE THATION JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH 9.PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4°O.G. IL°N°I MORE THAN 50 FEET APART AND NO LE55 THAN 4'-0°FROM ANY EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. ADJACENT WALL TAW TO THIGKNC-55 OR A5 NOTED. SLA135 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. EXTERIOR EDGES AND 6D®12°O.G.INTERMEDIATE. PIER. REINFORCEMENT SHALL BEE HORIZONTAL IOU THROWN BE 9'-O' CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL 5U 1..3/4' TO BE APA RATED STURD-I-FLOOR. a �}' JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM EXPOSURE I.3/4°MIN.THIGKNE55.ALL EDGES OF PLYWOOD TO 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND 4.SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING A-615 GRADE 60. INT. FINISH NOTES BE SET ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE E TYPE HT CONNECTORS BY METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORT5 FOR I-ALL SPACES WITH AREA OF WORK SHALL SUBFLOOR TO FLOOR JOISTS. 'SIMPSON°OR APPROVED EGMIAL. pp�[;(y'Q#B 23-024 , JOINTS(SAW GUT)MAX.301-0°O.G.;CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF A0I-50 RECEIVE(U COAT OF PRIMER AND(2)COATS II. ALL PRE-ENGINEERED LUMBER SHALL BE"TRUSS JOIST'7JI BE LOCATED ALONG LENGTH OF PLACEMENT AND AT EN05 OF MIN.OF INTERIOR LATEX PAINT BY SHERWIN 4.ALL HEADERS 6'-O"AND OVER SHALL BE SUPPORTED WITH 4.CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 4S WILLIAM5 OR APPROVED EOUAL.(COLOR BY SERIES WOOD-I-BEAM5 AND LVL PRODUCTS OR EQUAL.ALL PLACEMENT. DIAMETERS AT SPLICES'AND GORNER5 AND HOOKED AT NON- DOUBLE UPRIGHTS,9'A AND OVER WITH TRIPLE UPRIGHTS.ALL O1-AL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR A5 SHOWN ON JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING C5''L^.�Do fFOdC e PROJECT5-23-024 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2-ALL CEILING P.BO.ES SHALL RECEIVE(1) STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I/2'GYP.BO.W/(U COAT OF DRAWINGS. RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQ'D AT ALL BE IN ACCORDANCE WITH AGI 5P-66.(6H) PRIMER,AND(2)COATS OF SHERWIN WILLIAMS OPENING SIZE LOGATION HEADER SIZE MINIMUM BEARING INTERIOR LATEX PAINT,COLOR TO MATCH 5.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM.A 51N6LE I-3/4'LVL p ub®#o 5.PROVIDE TWO a6 ALL SIDES FOR OPENINGS IN CONCRETE EXISTING. FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED®8'-0'O.C. IM JOIST SHALL BE REGV AT FLOOR PERIMETERS.HANDLING, LES5 THAN 4 FEET EXTERIOR WALL (2)2z8 51N&LE JACK,AND KING STUDS WALLS UNLE55 OTHERWISE NOTED.EXTEND BARS 2'-0'BEYOND 3-CONTRACTOR SHALL PROVIDE a.INSTALLSTORAGE,AND ERECTION OF COMPONENTS SHALL BE A5 PER 4 FEET TO 6 FEET EXTERIOR WALL (2)2x10 DOUBLE JACK,AND KIN STUDS OPENING;HOOK ENDS. ALL STANDING ANO RUNNINS TRIM.PRIME<. PROVIDE 2'AIR SPACE FOR AIR CIRCULATION IN ROOFS. PAINT SHERWIN WILLAIMS SEMI-GLOSS FINISH MANUFACTURERS RECOMMENDATIONS. G 6.PROVIDE 5LEEVE5 AND BOX OUT FOR OPENINGS FOR (DOLOR BY OWNER), OVER b FEET EXTERIOR WALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH OF ALL DOORS WITH 6.DOUBLE FRAMING AROUND OPENING56kylleht5Ata-etcJ OR A5 AFFECT T 12 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. LESS THAN 4 FEET INTERIOR WALL (2)2x8 SINGLE JACK,AND KING STUDS TO AFHE STRENGTH OF STRUCTURAL MEMBERS. OWNER NOTED ON DRAWINGS. MACHINE BOLTS 0 12'O.G. 5-COORDINATE FINISHES FOR.ALL COVER 4 FEET TO 6 FEET INTERIOR WALL (2)2xIO DOUBLE JACK,AND KING STUDS -1.BEFORE PLACING CONCRETE,CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER T.DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE SEQUENCE OF PLACING SCHEDULE. b-COORDINATE FINAL FLOOR FINISHES WITH OR A5 NOTED ON DRAWINGS. 13.PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OVER b FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND OWAI GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,SPACING NOT TO EXCEED 6'. F6 OF 9 CHIMNEY CHIMNEY 9J O Q v :T 12 12L�LeiC�',�1011 NEW CEDAR ROOF SHINSLE5 ON }•p NEW CEDAR ROOF SHINGLES ON 12 K30 FELT PAPER OVER 1/2"PLY W30 FELT PAPER OVER 1/1'F'LY Q `210 mam m 1%W1 1019 PO SHEATHIN6. 12 PD SHEATHING. G30MQL•3C9mDD v mw 9w09 AZAK TRIM TYP. c�J15[.",1LS°o T.O.WALL AZAK TRIM If- _ T.O.WALL ELEV.18-W ELEV.16-9" 4•CEDAR BOARDS ❑ -0 CORNERS TYP. A I A zl ❑ ❑❑ 4'CEDAR BOARDS.�=� ®i q 1 ®i ®i clz c1z clz 4�G®ARTRIM ,��,IILD AR�.y 4'CEDAR TRIM TYP. uz GIOP NEW CEDAR SHINGLES TYP. FLCOPPER LEADER TYP ��• yCf �, NEW CEDAR 5Fi1N6LE5 GI35 GI35 GI35 AND TER 135 GI35 GI35 GI35 GI35 S l 9 �. i SYSTEM TYP. C155 I.— GI55 c155 I oy�0 FINISH FLOOR FINISH FLOOR �. .� ELEV.H'_O" ELEV.8,_O' �c�Jc�JlJLS°o I I I I OOR L�DER I I I I I I 00! CONCRETE CONCRETE 12-13-23 ISSUED FOR PERMIT �1I CHILD SAFE I CHILD SAFE I I A•�EAIfIER I I I CHILD ARE I I CHILD SAFE I I STOOP ATOP W/ CHILD SAFE STOOP ATOP W/ 03-24-24 REVISED PER TOM L— GODS PER — GODE�PER _ — SYSTEM TYP. — — — — — RAILING PER — RAILING PER CODES PER — 2'BLUE STONE COMMENTS CODE CODE 2°BLUE STONE 04-08-24 REVI5ED PER TOWN COMMENT n n PROPOSED FRONT ELEVATION PROPOSED LEFT ELEVATION 08-29-24 REVISED PER BOARD OF SCALE I/4'.I'-O• TRU5TEE5 COMMENTS SCALE I/4'.I•-0• APPROVAL REVIS®PER DEG APPROVAA L 02-21-25 REVSED PER FIELD CONDITIONS 03-03-25 UPDATED LOT COVERAGE CHIMNEY CHIMNEY O V NEW CEDAR ROOF SHINISiLES ON 12 WD SHEATHIIN6. OVER I/2°PLY NEW CEDAR ROOF SHINSLE5 ON j- I� 12 Qk3}' #30 FELT PAPER OVER 1/2'PLY 2° 12III III III III IIII III 111 NO SHEATHING. AS,. AZAK TRIM TYR T.O.WALL AZAK TRIM ELEV.IC,'-9" TYR ELEV.16-9" 4'G zl A I CORNERS TYR 4°CEDAR BOARDS ❑ ❑ Q ❑ A zl A P. 4'CEDAR TRIM GIEDA TYR R 4' TYP. CEDAR TRIM TYP. COPPER LEADER COPPER LEADER NEW CEDAR SHINGLES AND 6IITTER TYP. NEVI CEDAR u'^3+ �^ SYSTEM TYP. AND E TER SHINOLE5 TYP.— SYSTEM TYP. W � U clss clss ass CHI FER. / W CODE � W A_ INISH FLOOR FINISH FLOOR Iyw If I I I I I I I of I III ` z�� CONCRETE O -. + Q CONCRETE SrGOP AroP W/ I I I rn i� CONCRETE CHILD SAFE Q°FIR 2'-6•x CONCRETE F RAILING F'ER STOOP ATOP E RAILING 2•BLUE 5TONE ,J CLOSING DOOR 2'BLUE STONE W W CHILD SAFE I I STOOP ATOP W/ 2'BLUE STONE I ��11 I I III I STOOP ATOP W/ ��ly],q 2'BLJ1E STONE GORE _ _ L— — L_ — — — —J — 2 E 6 I-a cl pa CHILD PROPOSED REAR ELEVATION �1 PROPOSED LEFT ELEVATION °°� E � � ��--=r a �'AECQ 3 4 SCALE I/W-1'-0' �' ftL�i]o 0 W HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) J�C (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 5 C LJ 2025 a z SECOND FLOOR ATTACHMENT �11 11 2 p (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONSI II`a SIMPSON HDOS\ 4'V.THR I ROOF °I} —2-16D COMMON Southold Town �9 NAILS 0 B'O.C. ; FOR FULL LENGTH 'SIMPSON'HDOS ATTIC Board of Trustees OF STUD 2-16D COMMON @PTll tl°� BLOCXIN NAIL FULL S @ B'O.C. KITCHEN ROOM®ENDWAL OFRSTUD LENGTH �� I 1 [�°C",j OQ�f[�,(y�#a 23-024 Ili 0 END N I I NDWAL I� l j I I/2• II I/2' 2' 2•I 1 1/2°1 I/2° @°&D IRM. PRD.lEGT5-23-024 I LAV. 'SIMPSON'HDOS/_ SINK LAV.II OR 'SIMPSON-PH u. SNO 1 r>Asx DL3Q�Ofn�l�#o FIRST FLOOR FIRST FLOOR ATTACHMENT l (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/e•CIA.THREADED ROD EMBEDDED GD.GO. TO EXISTN6 ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 1/2•INTO CONCRETE W/'SIMPSON'ET GO M ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)&FOR 4•SANITARY LINE 4'SANITARY LINE APPROVED MANUFACTURES SPECIFICATIONS. TEMPERATURES(0 DEG.TO 40 DEG F)USE XFiG1 SEPTIC,SYSTEM 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) nHOLD DOWN CONNECTIONS PLUMBING RISER DI AORAM HOUSE TRAP -7 OF 9 SCALE 1/4•.1'-0• ROOFING NOTES: I. ALL ROOF SLOPE AREAS SHALL BE CLEAR CEDAR SHINGLES ON 30 LB.FELT AND 3/4°CDX.PLYWOOD OVER ROOF FRAMING. NOTE, CONTRACTOR TO PROVIDE MEANS OF 2.PROVIDE GRADE ICE R WATER SHIELD AT LOVER 36°OF ALL PROTECTION 4 OISCOWH[CT FOR I SLOPED ROOF AREAS AND AT ALL VALLEYS. PLUMING TO EXTERIOR SINK J L---J L'-------- .. -------------------------� _ � J fi�c QOoQOPEN VENT PIPES THAT EX7ENO THROUGH A I ROOF SHALL BE TERMINATEP NOT LESS THAN 6• - - 052 HIM)ABOVE THE ANTICIPATED SNOW °�`6b0 � L---------ry — ACCUMULATION,WHICHEVER IS GREATER FROST 295 L•3000.m L3G GQ mmulg ----------- — (.•, —,� P3WH♦03.THE 5�VALUE FOR G3UC9C#G3C{IC°C•.1D,G1P799�7009 L—— OUTSIDE AIR TEMPERATURE 15 O•F(-Ib°W Cxk79°9b'S7e 7 1 OR LESS,VENT EXIB51ON5 THROUGH A I ROOF OR WALL SMALL NOT 6E LESS THAN 0 13•(76MM)IN DIAMETER ANY INCREASE IN I I I II'-0 THE SIZE of THE VENT SHALL 6E MADE NOT LESS! I I THAN I FOOT(3049F44)INSIDE THE THERMAL ENVELOPE OF THE BUILDING ED AR cy/Ti^ ❑ I L_J� TYPICAL NOTES: 5� II II I HEADER: �+ J I N.HEADERS:3-2'x5'AT 24 WALL5,AND 2-2'YV AT 2x4 WALL'iRARTITIONS,UNLESS RIM BOARD: _— NOTED OTHERWISE(UN.D).SPANS OF 6'-0'AND OVER SUPPORT rv/DEL STUDS,9'-0'AND AT TJI ENGINEERED FLR J015TS;BY WBYHLUE1fiEe,(LEVEL;USE MIN I'e-RIM BOARD(or ERIAL) L——— — —— ——————————J L——_f�————————— I OVER SUPPORT W TRIPLE STUDS. PROADE METAL TIES(SIMPSON LSTA21,a EMAIL)FROM EXCEPT AT PORCH R DECK RAILEII USE A'RIM BOARD.ALL INSTALLATION DETAILS M5T FOLLOW 1 HOP TO JACK STUDS AT EXTERIOR WALLS SUPPORTN6 ROOF STRUCTURE. MFR.SWVFIGATONS.USE 2-2x4 VERT.SQUASH BLOCKS(PER J5T)UNDER ALL BFARIN5 PARTITIONS I R POSTS. I I y NEw 2°xa. 2'x1o• I I (J FASCIA/SOFFIT: I'x6'FASCIA W/2'x%b-FASCIA(AS NEDED),SOFFIT:MATERIAL(iBD)W/GONTIK"S SCREEWD SMOKE DETECTORS: O5 I —2•xll I VENT,VERIFY ALL OETAIL5,TRIM,ETC.-OPT.VERSATEX TRIMBOARD(ar equaU Alm/OR TR6 WOOD INCLWIN6 CARBON MONOXIDE DETECTION:PROVIDE BOTH AS PER CODE,TO BE TRIM AS SELECTED INCLUDE 6UTFER5 a LEADERS,AS APPROVED BY OWffR HARD-WIREO AND IMERGONNEGTED.MOTE:ALL DEVICES,MAY NOT BE SHOM:VERIFY ALL ——— —J SUB-FLOOR:I LOCATIONS,ON ALL LEVELS). I I 1..�1---- I Q I %'TIIGK,APA.RATED FLYWOOD,ALL EDGES OVER SLID BLDCKIN6,GLUE I NAIL PLYWOOD To 12-13-23 ISSUED FOR PERMIT FLOOR J0I5TSTRAMIN6.-NBRIFY 5PEGIFIG UNDERIAYMENT REdUIREII FOR ALL MEN FLOOR 03-24-24 REVISED PER TOWN (1 I I ( MATERIALS A5 SBECTED BY OWJ_W. COMMENTS 04-0b-24 REVI5ED PER TOWN COMMENT 06-29-24 REVISED PER BOARD OF TRUSTEES GOMMEN75 I RE5HGEGK GOMPLIANGE 09-20-24 REVISED PER DEC I I INSULATION VALUES SHOWN ON SECTION ARE USED FOR RESCHECK APPROVAL COMPLIANCE ALL VALUES MEET MINIMUM REQUIREMENTS 02-21-25 REVISED PER FIELD SEE AIR REMEEAKA6E DRAWINGS ON A-9 FOR ADDITIONAL 03-03-25 UPDATED LOT COVERAGE LI o 2ANDIS020NTS IREN 400 SERIES WINDOWS rT CR AND SI WITH R310.2 OF THE fl MONO IRO WHERE ALL( .APPLICABLE.U-FACTOR AND SH6G USED PER I.I ry I I MANUFACTURES VALUES. ® I ICE BARRIER TO BE INSTALLED MIN 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING I ICI ICI MECHANICAL DRAWING TO BE FILED AT LATER DATE. L �- I,,I I EXI@JD HALL TO 4'-0' I '(T�1��1,�� ! •I L REGON5TRUGT EXISTNG Ir ROOF 5525E ® LLL'�" .... PROPOSED SOFFIT LIGHTS No APR 2 5 2025 ROOF RBIOVATION 15 LESS THAN 50% nPROPOSED ROOF PLAN Southold Town scALe 114.r-D• Board of Trustees W NOTE, U NOTE, R905.1.1 UNDERLAYMENT.UNDERLAYM-fEFNIT SHALL z R405.1.1 UNDEiLAYMENT.UNDERLAYMENT SHALL COMPLY WITH A5TM D 226,TYPE I OR ASTM D 4a6, M COPLY WITH ASTM D 226,TYPE I OR ASTM D 4EN69, TYPE I S 11.R9O5.1.2 ICE BARRIER AN IGE BARRIER .�A O TYPE 1$11.R4O5.1.2 IGE BARRIER AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF FO THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYFENT CEMENTED TOCeTHEFR OR A SELF Q G] .� O UNDERLAYMENT CEMENTED T06ETHH2 OR A SELF ADFEtRIN6 POLYMER MODIFIED BITUMEN SHEET SHALL Pi ADHERING,POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND 2AO RIDGE LI-1 BE USED IN PLACE OF NORMAL UNDERLAYI-EM AND EXTEND FOR THE LOWEST EDGES OF ALL ROOF WW EXTEND FOR THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24'INSIDE THE •j„r ,,•~•I '•� 5URFAGE5 TO A POINT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING,TYPICAL RAFTBWATE5 O'�' Z EXTERIOR WALL LINE OF THE BUILDIN6.TYPICAL I ENTIRE EN�F LENGTH TYPICAL ROOF,ASPHALT O� ^ =U• "/ 12 ENTIRE EN&T \\ 12 SHINGLES RATED FOR 130 MPH W OF ROOF FELT EL TAINT®OR EQ/'FLY A E EO-, $}• �. Q EXISTING RR TO BE BHTIRE LBH6TFI �-/ _ WRID EXPOSURE BY ;6"E- O REMOVE TO RAISE EX S �• 12 �SHEATHING. OVER 5/b'PLY ATT1c � Q R30 CLOSED ON INSULATION ` T.O.WALL i,CIELL SPAYED . 1HSL 2X6 RR O AEG T.O.WALL Cn p V] O NOTE,VERIFY T.O. ELEV.Ib'-9" NOTE,VERIFY T.O. 2X5W 0I6'OL. ELEV.16'-6" O"" 2Xa GJ 0 I6'OL I- p,T E LL WALL ARE MIN 9'-O• 2Xa GJ WALL ARE MIN Q'-0' O ADD BLOCKING AS - (2)1-3/4•x III I-7/H'LVL O 16,OL. ADD BLOCKING AS (4)I J/4'x II ' T pj•� REQUIR®TO MEET 20E 61RDB2 TO—0F'TOnMATCH REQUIRED TO h1EET Gg15F+AT'ED LVL 20E 61RDB2 'S NISH(2111,x 9 W z LL MIN.HEIGHT IN FIELD. 3}•x 5}•11.13 MDR FAMILY W N I'x 115 STL RATE R30 CLOSED EXISTING MIN.HE16MIT IN FIELD. ON INEL ATION W 0)I'x 115 STL }•LVL W Rohl. CELL SPAYED �5}•MIL13 HOR PLATE ROOM MASTER Q++ CEDAR SIDING CEDAR SIDING p ry RAISE EXITS WALL MIN 16' I'R161D INSULATION FINISH FIR ELEVATION V 4'CONG SLAB ON GRADE RAISE EXITS WALL MIN 16° V RIGID IW-(M-ATION FINISH H.R.ELEVATION a' A IS#BUILDING PAPER IN MN ABOVE GRADE 3500 PSI GONG. W/6X6 KITCHEN W REBAR 032'O.G.FILL IS><BUILDING PAPER IN M11N ABODE GRADE 3500 P51 GONG. W/6X6 F k4.TX L-32.O.G.FILL 10/10 WWM 6 MIL VAPOR CELLS SOLID WITH IOAO WWM 6 MIL VAPOR CELLS SOLID WITH 1/2'PLYWOOD SHEATHING 2'-0• 1/2'PLYWOOD SHEATHING b•MIL VAPOR BARRIER BARRIER ON 6' NON-SHRINK NON BARRIER D R NON-SHRINK NON R15 INSUL b'HIL VAPOR BARRIER BARRIER TIED GRAVEL FILL MIN METALLIC GROUT TYP. 2X INSUL COMPACTED GRAVEL FILL METALLIC GROUT TYP. 6 2x4 STUDS HD I6'O.G. 2x4 STUDS HD I6'O.G. FINISH FLOOR FINISH FLOOR _— —.--."-.— .---- ---..�---.—_.---�� ELEV.B,-O„ ---�.—`-----�---- —.:.�: --.------------ ELEV.B,_p„ 23-024 i ., `r' ir•r 5 it ram .. rr rri ri/ . o' rr , ' ,a.K rro r. r. r rri 'irr rr rrrrr r`.- r r r rir r EX.a'CONCRETE \\ri\r r� 2'RIO'RI61D 1N5U.ATioN. \�r\r\ r r\r \r r r r�r�\ \\ r rZ\ EX a•CONCRETE rig r� r\ \ \\ram 2•Rlo RI61D It✓riA.NTON FOUNDATION WALL WITH FOUNDATION WALL WITH t_�y.��,yam' \ \ \\\ \ \ \\\ \ \\\\\\ O\\ \\\\ O �VLL LAYER AS (5)44 BAR5 CONTINUOUS �T r b'GRAVE_L_AY6R A5 r T r r r T r?�rT.6 N' TrTr r rTr r (9)44 BARS GONTI WOUS ri ri T r� ri r CAPILLARY- r r rrTrT r rr\ rr\T r r�ri` rrr @ 1DD TOLE' PRo.Ec75-23-oz4 TOP,MID,AND BOTTOM OF /fir\r /\iLLARr BREAK,`r\r\r \r\r r r//%rT/\r/\/j �/\ //\r.,\// rrr\/ O TFOU1•IDAD ION WA�LL50WLR r/\rr r/\rr r\� T \r r\��• .� r�y ��,� r\r r ri\ri T r rr%�r\ T \��%r r\r U FOUNDATION HALLS OVER r r r\r r r \r r \r \\ r r r \ 1'-4'X a°CONCRETE'-T° \ \ \i�v\\i`i\\i \\�i�\\\ �\\� r\i\\�\i\\�\ y\ �i�iv�i\�\\ r\ \ \i in 1'-4'X a•CONCRETE FOOTING WITH 0)#4 FOOTING WITH(3)a•4 BARS GONTIWIAI�WITH 2• CAMiPPLT®BPLKFILL AT BARS CONTINUOUS WITH 2' �5=-NFPEPWILMR AT X 4°KEYWAY MIN.3'-0' FOIRd2ATON PBRIMgTHR WITH X 4°KEYWAY MIN.3'-O' WttH BELOW GLEAN FILL 12'LIFTS o 45% gFypW�ApE o 95% COMPACTION nPROPOSED SECTION nPROPOSED SECTION SCALE I/4•.I'-0' SCALE 1/4.1'-0• 8OF9 QL3C�C�105�64 /� o �\ /� •\ Q9a�L30O G1GJOO C3C#LilC9C�WMC - / nowmmGSQ^DD v COST 9 ml w9o9Qa,o(m6 WA(L. UAcy� I I I I I y OF NEB MIME- ,(-,)PROPOSED FRONT ELEVATION RIGHT ELEVATION MIME- SCALE 1147.1'd SCALE 1147.I'� 12-13-23 ISSUED FOR PERMIT 03-24-24 REVI5ED PER TOWN GOMMENT5 04-08-24 REVI5ED PER TOM COMMENT 08-29-24 REVI5ED PER BOARD OF TRUSTEE.5 COMMENTS 09-20-24 REVI5EO PER DEC APPROVAL 02-21-25 REVI5FD PER FIELD CONDITIONS 03-03-25 UPDATED LOT GOVERACE / �Y \ / eP✓ geY \ lit Of lit lit / \ / \ I i i I i w l� �Z 0 Z z z� Q a w (Y , PROPOSED REAR ELEVATION 4 PROPOSED LEFT ELEVATION �F LE SCA 1/W_1'4 SCALE 1/47.1•-a C ^� Z E Q E. OW�� Q- E. aE�E N wz�o p Phi F ll(1 az a � D EC EIVE @ o d a a F A P A 2 5 2025 PM dEE@V#B 23-024 @&D X[L(Eo PROJEGT5-23-024 Southold Town DL`3b.1%TGK@#e Board of Trustees 9OF9 Area Front Side Both Sides Rear ,(square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 to 5% 60 : 60 100 "' 99 99 PRASE TWO : 2nd STORY t20pm to to% 60 30 60 85 t99.999 130,0oo to 119,999 2o96 60 20 45 75 40,000 to 59,999 20% 55 20 45 75 1 �i L yl '1.>J ® OUTDOOR 295 L30mng'K'Y iI M¢ 40Aoo LO 59.999 20% SO 20 40 60 RlOC9fSL•3GI�e DD u PJC/9 9 fsJ09 (399°8�9,0°�4Y4 20,000 to 39,9gq 20% 4 15 3$ 50 Less than 20,000 20% 35 to 25 35 ado onconforming lots with primary and secondary front yards shall be required to meet the following lU /// ' AND PERGOLA '�Area �/ �/ //(� ///�_� R R�tiir (square feet) Primary Front Yard Secondary Front Yard Side Yazd �YV`t 0k f`t ll 0,000 20.000Tto2 39,999 4 IS TO THE SMITH RESIDENCE ' STORM DRAINAGE GALL: y � 1. RIMOMCO@flCIENTS, �3 12 1 OAKLAWN AVE . PAVEMENT•100 ROOF IOO r ME•020 a SOUTHOLD 11971 2. PROJIDE STORAEE FOR 2'RAINFALL•A6TY O}IO-25 159JED FOR PERMIT tM-12-25 REVISED PER Al SEPTIC I. ROOF AT .eta AREA a P) 5Y5TEM DE516N 1415 5F.ROOF x.IbT xl 241 2. ROOF AT 6ARAOE PRAINAISE AREA(LP) ° SOO SF.ROOF x J67 x1 50.1 3. PAVER AREA PATIO AID STOOP5 2 1 +S `( IN 1021 SF PAVING..167.1 "1 4. LANDSCAPE AiMA.fLP)• '.s �� 4074 SF LADSCAPIN6 x.161 X 2 135 ' ` 4b. TOTAL 603.1 USE(2)12'DIA x W DISEP STORM POOL — W OPIN 6 1E 403h x 2 .e012 J d o ,= �`: "• T " - �t e 10 x 10'-0 E5] NON-TURF ` � •'� b•, � .,o �nosE--- AREA RETk N WA LL ALL RELOCATED-_-- 1 C O OSED SO,,,rr,N 6,-b•x I 6 T-W k 33'HOT TUB r�Nr rs� 52 SF p ��re � ^v! �, 'ice •.9 PROP D �•+•"" OUTD x O„ OUTDOOR WER a( 24 5F I r�j� •/ a•y �� dIT PROPOSED 2NO I / STORY ADDOTION 30135 LU FR� APR 2 5 2025 P /: I _ I w�� Z ram.°" Q Q 4 P \ I Southold Town ° w Board of Trusfees _ C Pe x �O NILU F'I 4W.4 E" Q ORAL-.I NG INDEX c c o I to DWG. INITIAL LATEST ISSUANCE E- NO. DRAWING TITLE ISSUANCE REVISION NO.r DATE �$I TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 03-10-25 04-12-25 W '� I •a; Mss'„u� SPI SITE PLAN 03-10-25 04-12-255 �!,'4• �cppPP`" AO SCHEDULES,NOTES R DETAILS 03-10-25 G4 AI PROPOSED GARAGE PLANS AND NOTES 03-10-25 _ I A2 PROP05ED ELEVATIONS 03-10-25 d \� A3 PROPOSED ELEVATIONS AND DETAILS 03-10-25 A4 PROPOSED SKY PLANE DRAWING 1 03-10-25 25-00q \ t� t�J PROPOSED PERCENTAGE LOT COVERAGE OFa rI 1PROPOSED PLOT PLAN V Pirltnuc Pm�.EUTAE'°P LOT,�r�E?se's EX.I STY DWELLING 1202.95 SF EX.I STY DVFILING 1225 5F �°�° �11�8 PRO.lEGT5-25-009 . - -- - PROPOSED IOx PERGOLA 1 0D SF DD G3C�l'�70f 1®#B SLALC EX.I STY DWELLING 1202A5 SF TOP OF LANDING AT STEPS 35'x4.0' 14 SF NOTE. INFORMATION PROVIDED nY OTHERS FOR REFERENCE ONLY,SEE 51011 ED AND SEALED SI.RVEY EX I STY GARAGE 3013 SF PROP0`.�NOT TUB 52 SF I. BOARD OF TRUSTEES APPROVAL NEEDED EX GONG STOOPS O SF PROPOSED 6'-O'x 4'-0'OUTDOOR SHOY82 24 SIF 2- APPROVAL�® OVERHANG R.42 5F OVERHANG r7 .42 51F 5. 73A APPROVAL NEEDED TOTAL IS21.61 SF TOTAL 1,?IIb1 SF IMPROVEMENT 4. T DEEMED DEMOLITION AND SI1BrTANTIAL IMPROVEhgNT TOTAL LOT AREA 6g53 SF TOTAL LOT AREA bg53 SF RAISED AND HOUSE MUST BE RAIS AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES PERCENTAGE LOT COVERAGE 21.9% PERCENTAGE LOT COVERAGE 24,6% 6. FINISF!P FLOOR ELEVATION MUST BE&FEET OR HIGHER OF 7 !d FLOOD INFORNAEION e"r..se orvi.. ° m�S9 Ie / 10' x 10'-O" MAINTAIN """ I�SF-------- AREA O RF AREP. 1. �''%i„/rorY' g'}lk II 6,. r �, �.— TAININ6 WALL RELOGATEh},,E:l 5O�osED E 33'HOT TI1 52 .d 3 525E �y,,o a \ a �"��a/" � >s^6 `• ",..ems' �,m.rr � �a• �� OUTL7O0R 24 5F I PROPOSED 2NO p fi �� 9 STORY ADDOTION 301.3 5F tl VE A PR 2 `• % . I �.� � I � � � 0 a� �'; 5 2025 i Southold Fawn Board of Trustees am 0 3 I < Z ff D AR I I; w .116WEII/1 Mr!•.L $�i�Y EI IANS\ A�MmIr AMM � x�O Y �S .arnwu.c Avw r...n- "w'i SS' n 0 00 GRAPRIC SCALE } �e rmr IA "'°"°®••,'••" Au eavAnoxs Aaex ro xAvwr w*ux .T, 1 �� '�2ff��(� TABLE 5.1 FASTENER XHPrxtc FOR ST11LTl1RAL rrPE MEMBERS N FRAMING NOTES: IM6EReR AND RIDGE 5TRAP5 AT EA. JOINT DESCRIPTION FASTENER "AIL SPAGIf16 SIMPSON LSTA 30-18GA. ROOF FRAMING 2'x b°RR a 16°O.G. RAFTER. Rafter to To Plate Toc-notice 3-8d rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU&LA5 FIR-LARCH TYp,ROOFING OR Ge1l tics!to i Plate o-nape 3-Be r obt STRUCTURAL&BADE NO.2 OR BETTER. Cell tits[to Paa a RO ter awaited 4I6tl each 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CIA TREATED LUMBER. Gen tile! over P 1tlonsaace-nolte 4-16e each I 3.ALL SHEATHING TO BE APO.RATED,EXPOSURE I,I/2'MIN.THICKNESS. V N.AIR SPACE 2°x4'COLLAR TIES AT Lollar Pe to Ra ter +cite 4-be r tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED m 4'O OVE INSUL. I6"O.G.�°DOWN Bloc to Rafter -Lileoned 2-ed each entl ALONG EDOE5 t 6'O.G.IN FIELD W/SOLID BLK6.UNDER ALL SEAMS. BETWEEN RIDGE AND Rhn eoae to Rafter Oe Mane 2-I6d each erd 4,115E SOLID BLOCKING OR X-BRACING BETWEEN ALL JOISTS a H'-O'MAX.5PAC ��°�fib➢ °��°• WALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. CEILING JOISTS. m(PNOMW T Plate to TOP Plate Faee-nape 2-I6d er foot 6.ALL FLU5H WD.CONNECTIONS TO BE FASTENED YU RATED 6ALV.METAL11 Ta Plate at Intersectla5 0-riallee 4-Ibtl olnts-eac sale CONNECTORS BY SIMP50N(OR EOVAU. bone to swe oae-none 16a 2a°0�. ; B94 L'30a GV#IOa GS@ pMC(yINJGd Heoaar 10 Header Face-note` 2-16tl 16 0�.o10 LAG BOLT NAILER W/(2) pOC9Gz ixotpD fAG 11001 3/64 x 4 1/2"BOLTS®32"O.G. (tea 9°i7�57°Oa P�y4 Ta or Bottom Pla a to St. _rolled 2-16e er 2xa swe` 6 L A Z I N G NOTES: 3-16tl er 2x6 swtl a46d 'or 2xB swe TYP.EXT. - TEGO EA.R.R.TO 2°x8°NAILER tsotrom Plate to Foa 1st.Bard bL fyn let a B oceMoll - er foot WINDOW5/5L.&L.DOORS AS MANIF.BY MARVIN,INTEGRITY W/ LL c�JLS[:.1LS FLOOR FRAMING INSUL.6LA55,IMPACT RES15TANT 4 DESI6N PRESSURE RATED A5 REOT7 INATTIC x4° B Joist to SIII T Pla ar order o-none 46e1 er ols! BY CODE 2 USE:STRUCTURAL PANELS FOR STORM PROTECTION- -- er1 to tits! oeMalle a 2-Btl each erd PROVIDE PRECUT,PREDRILLED PLYWOOD,7/16'THICK. SPAGES) Bloc to tit Toe-rialle 2-Bd ewll eM INCLUDE ATTACHMENT HARDWARE: BIocK to 5111 a To Pia TO.-Ile each block AND®12 1/2*NOSO.C.F5 SPANS BIETF-BEN 6 4 8 FEET. TO b FEET, `SD ARC/y' er Str to Boom are-toile 16d each Faint V ' 7 0" tits!on Le er to Beam are-voile 3-ee 9r oust BUILDER TO VERIFY 4 CONFORM TO ALL REOUIREMENT5.REVIEW OPTIONS Bandt to JOUt Ill.. Poust WITH OWNER. 0 ' Banc!JolOt to 5111 or Top Plate Male 2- Ols! ROOF SHEATHING OPTION:PROW I'x4°PICTURE-FRAME TRIM(ALUM.GLAD)TO ATTACH STRLICT. .( PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTIC,INSERTS TO PROTECT Stnlcwral Ponels - 6 e e/ field FROM WEATHER ETC.(VERIFY DETAILS) Dlocionat Board nnq -'- 1'x6'or 1'.a' 2-bd er at MAINTAIN I"CLEAR .}� •�, I'x10'ar wider 3-ear t FOR VENTILATION. OQ- CEILING SHEATHING NOTCH RR F/ •2+ swr rvC„y Ha"loard 54 Coolers l'e e/10'Fbld SHEATHING TECO •R WA SHEATHING CLIMATIC £ GEOGRAPHIC- EA.15T. R b 5IMPSNNErTORS a SWctvral Porek ✓3tl 6'ear /12'fleltl DESIGN CRITERIA: CON"EACH SIDE) a 16'D.G. FM1xHwmd Panels (ONE EACH 51DE) MUM.7/I btl 3"etl e/a-fiele 25/32• Bd B°..go,b•fleet 03-10-25 ISSUED FOR PERMIT AMERIGAN FOREST AND PAPER ASSOCIATION(AFBPA) R-30 INSUL. GJ an wallboard 5d coolers T•ee e/to f1e1e WOOD FRAME GON5TRUCTION MANUAL FOR � 04-12-25 REVISED PER At SEPTIC wardboma ed 6'ea e/12•vela SYSTEM DC516N PortbleL artl Parcels ear 6 ea /12'Flela ONE AND TWO-FAMILY DWELLINGS.(2001 EDITIOh) DI Carl Board aN TYR ROOF.TIES: I'xb'a 2-be t SIMPSON'Hl' I'_q• I•xl wl a 3-btl t FLOOR SHEATHING GROUND SNOW LOAD 20 F'SF CONNECTORS®Ib'O.G. UNA. °X4° 5tra111 Panels wfD I-a:TdwN aF e0a o 130 MPH(3 SECOND 6115T) 1'or ad 66 ed a 12 Field WIND EXPOSURE CATEGORY B(SUEWRBAN,SEMI-HOODED) D ea ina toe 'ear 6 Field SEISMIC DESI6N CATE60RYC xb per suppor 0 x O awid p ° I^�ATHERING AREA SEVERE U.N.O. ROOF SHINGLES ICE SHIELD YES AlphaIt oof shln91e5 6oaalyf g stml hmeuf.a 1c2t wqqj e r Smhaidn k Ww aic mk inro.3/leHs's ar liinan.et ad.Fneall�otrace FROST LINE DEPTH I.-,.e4 fators str sin le. TERMITE AREA MODERATE TO HEAVY Nculkg-1-nts a-e based on wall sheaNng mnetl 6'on center ark Ne panel Oil call sheathkg is roiled pECAY AREA SLIGHT TO MODERATE 3'an center at ne panel edge to Wtah hlhwr six:or capacbles,rolikg requrements For strachral rreMxn shall be dabled,or d errote ramectas,e,li as shear plates sen11 be used W maintain the loud Pa WINTER DESIGN TEMP II a Men wall sheathlrg Is contVerovs-or ewnected members,the LdWiated n sneer of rolls shall bo pe-tted to be DOUBLE TOP PLATE reduced to 1-Ibd nail per at. NOTE:ALL CON5TRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CODE REFERENCE NOTES: HEADER REOUIREMENTS OF THE TOM OF SOLM40LD AND THE FOLLOWING: THIS APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL R BILL HEIGHT CODE OF NEW YORK STATE :Q bkimg d hardda-kcatlas Sinn le qZYp protectbn n Lanfatmee"'i HOb.n gererol, STUD all daces ard FNee side pack,btaziq less thin 60r dive strFaces of W shoFers,etc.fitazig uirnn 24' ENGINEERED 5TRUGTURAL COMPONENTS AS PER ASGE 7-10 arc of doors h der positdn wfh sills less than 60'obwe Floor.am"wer q square Feet ad less Um lb* clove Ni Floor.6lazhg rear stairwagcAading,.5w conpbte text of R3OZ)A.6lazrg For specnbs on I-fq"x lb GAUGE JACK STUD HEADER TO STUD. CODE COMPLIANCE: loeenere ad excepkbrs. STEEL GOLIED BY 9IHP5011 L5TA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP.FLOOR STRAP NO.GSIB W16-IOD FASTENERS YORK STATE.ALL DETAILS AND INFORMATION HEREIN I5 GERTIFIED BY THE R30b6 9yll lIs ad sloped glazrg shall comply with this section ad hove fully teupered glamg. J015T BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER JOIST(12' ON 6aage opennq protecflan and separalbn requred w be as led ad n c,,Iammce w1t6 R309.Garage END LENGTH)I6° WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES Fba-Faces shall to loped to FaMtate the mwemenL of IigWd,to arch!award the main vehkle entry O.G. PLATE 2. 2020 NY5 UNIFORM CODE SUPPLEMENT d0°M1i°J. 3. 2020 IEGG BOX BEAM. STUD ro PLATE. 4. ENGINEERED STRUG7URAL COMPONENTS PER A5GE T-10 R3IOIj Ali aneryercy escape ad reswe aPar'r'9s shill Mve a mhMxn let clew a " of 5.7 square Feet MATCH FJ 5. WOOD FRAME CONSTRUCTION MANUAL 201&EDITION FOR ONE AND TWO STORY 24•manmm clew.Wenh9 het jar,20'mhnun clew opening udM,44'arm slot hekjlt. 5IMP50N"HDU5'UPLIFT FAMILY DWELLINGS CONNECTOR W/J"DIA. 9 THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE FINAL,INSTALLED STAI%iAYS,HAWRA1LS,6UARD59W U BE INSTAllID N FLtL C0W-0 NNY,E NTH TRIER TYPICAL AT CORNERS O REGUIREMENT5 OF THESE DOCUMENTS. RE-AE` CTIVE LODE FEGTIOt5.ARLHITEGT 15 NOT RESP01610.E FOR TFE5E INSTALLATIONS. OF BUILDING AND AT O MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED R314 Stabwaya shall rot be less Um 36 izrlles In clear wkM at all paints drove the permitted hmarall he BOTTOM PLATE ENDS OF SHEARWALLS. E- _ ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS.AND and below Uo regvred Feaaroan Fekjt.Ilontrallz shall rot pr Jed more thin 45 inches an either sldeof tFe ':) tc ad tle mhimm clew wlQth of tiles Lad below Iho hardtop het t,Mud Ieads and SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE 4510! a r9 OC O O .ONTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING aadrgs span rot b t less net a odes Here a FmtraI 1s nstanea m an sde and n totes Net Maltz G F O W PROCEDURES,INGLUDING THE PRODUCTION OF AN51 TEST RESULTS,AAMA TEST provided an both sties.The rractn0: hekjd shell t 625'ad the mbrmm tread depUt shall be 9'h RESULTS,ETC. aolymlmce wM R3142.Hindu i heo6-aotn b'-B'.All stabs dtaU is prodded with Ulunhdbn n acc.-d-All W Qy 17-r � E-U.R303.4.6claed aavnble space antler stabs-Mil hw walk,under star-I-ad ay soffits fF� _ O W W � protected an Oe elel aside wlul In-!tart gpwm toad. 2 P.Q O� R31s1 llalo-anz ra✓g a mw,Lm ad Il.�tmm het juts or 3a txlea ad 3B txfle,,re�peLLNey,memlrra D {'FL'-'� CQ E I V E i A ,d.�•1 N vertkally from 3e nosrg of the trepd5 shall to prodded on ark leash Ore side of starwys.All regvred ) C� LLJ GENERAL NOTES mtranIdnllheannaHnePo111egNOFthester-wThlwoamoerkersfr�mapohdretyd Ifie i x top rizer Of a Rot to a point dnec[ly drove the loves[rker d the night.Eids shall be rebrred or-hail ' tenNmte In ie-I posts Or safety terminals.Handrails adjacent W a wall shall hone a Von Of not less than 15 Pi x I,All electrb wok shall cwryly with the National Eiectrice Code.Electrbiai-hall Obtain Fne cnderwit- Indm(3u nI)between the wall ad Be MnrYall,The hmdg'p I.of held ail shall have a cnalar Cross O�]E- Z certlNwte for all electric work ad shall et init to armer.Provide all ouflet5 ad lion bones r near sectbn d I-I/4 behes mhhun w 2-5/B hares macYmnm Edge radlVi of I/b'. F Eon LV",�'F Far all appliances,ptFrps,equpment,etc.Lontraefa Stall review servke requ ,cell 11 t �wElets, A P R 2 5 2025 ]03 0 x ks,T.V.cable ks,etc.with Owner as r led for He Full hstalktbn and satkFactbn R3I6.1 6w'dz are to be a mnh4m of 36 hares(4I4mrJ h feu jut.Open sides of stars with a tetol rise of mare C.> 11,hue"1,F-Jac jet equ b IF avers r VMb and code Mane ad shoo oNde sore.Architect b not r bie for than 30 r[fee done be floor or g'ade below I'd)have girds(each stele)not less Ulan 34 hares n tekjd W.y E- eiectrkal S�Igb far tlt5 pr t h ay ctpaciby. espars meaaed vwU alley Fran the a Iiq OF U.e treads.(5ecold scary gxres are recomrended to!e hi j .) ti W V'a 2.All plwbkg wink shall Imply wiBl the fbtbrol PMMrrbhYYqq Code ad oil boot codes.Gantrac[a'-toll TYP.ANCHOR BOLT: E•+"1 O re..MTh Ue over the requrewrent5 Fa pkmbing MtalGltors Khdrg bit rot bnitW te iNtaez,trM, R3NJ 5rgb and IluikpleMtdbn anoke aiamz shall be hstolled h each skeprg roam,wtsltls d eadl`'Fate 5/5'DIA.46'O.G. TYP.HO�DOYL�,o: � ! Qy �p/] roceszorles,ek.ad re rementz fa eater service ard denestk hot water,Architect k roL res bie zl.PN area b ffe tmedlate vkhHy d the bedoom,on eadl addiLlanl slaty d Ue dwelling,Feldrg COORDINATE PLACEMENT BY SIMPSON,HD2A CONNECTOR W/ O O for phlnbtrg systems N ay ugxf[y.Lantracta shall provbe smitaly system n accordaxe with the bazeme t-,Tie alarm devkes shall be ntea III n soh a motet tint Ue atNakbn OF ore alarm w111 W/ffpLp DONN BOLTS.VERIFY 14-5D53 SCREWS(OPTJ AND EXTENDED SOUtt10�d Town E't $ owe approved Ile plan ad shall caordrnte all[speckors regv6'ed 1a I of sane.Ord atNate aIi of the alarms n U. idFldal Wt.The slam-loll be clearly odble n all bear'oals over backyard BOLT TYPEEMBEDMENT)REBAR Z 5/b°BOLT FROM END WALL O eys Mlcating fMl talk locations shall be by owlet's saYeya.Contractor stroll pravNe strveyor with rouse levels wIN all ntervauug doors cla.All smoke alarms-boll be IlstrA ad htstalled h accorekmce wRh ETC.BEFORE CONSTRUCTION O S (SEE FND.PLAN FOR LOGATINS) Board of Trustees ,7', hFormatbn an re vred. Me pradzkrs of link cock arc fine hwsehold frewanng equipment prwkl0ro of iffPA72. _ =f W q TYP.SUB-FLR. TYP.SUB-FLR. aO U] 3.All NV A.G.work shall comply with Article 10 of the N.YS.LhiForm FFe Prevention and BUIId'ug Code and R314I2 roll and cell fhklues net ncly trht door,ad wrdaw Frmes zfnll have a Flmue atl 11�1 rn Bat Lode.Gantrc ctor Stoll revew all mechmlcal systems with Over For Ve OF 5ptem to be prwWed n9 O�lnqq -precut TYP.F.J. TYP.F.J. Q1 OE oil,gm,a electrk ML water a an,etcJ including air condltlmhg requr ill,Architect k roL classlFkotbn of not Beater Net 2�.rdltad cGling flushes-Toll Fave a smote-0evebprd rdex of net Ib GAUGE STEEL "fl"y bie For he r wrdltlm terns h i greater Um 450. COLIED STRAP WRAPPED I-}°x IS GAUGE STEEL � 4.�shall 0btan ay ad ail requrec!�Re1I pro t allou�o-ug cat r_taz to proceed wW ay OF R322 A vgla retarder-Mil to tetalied m ffn wam�h-unter side of rLulWat UNDER 51LL AND OVER �GOLIED STRAP WRAPPED a p Ine work RIOOU Haro'rY dnre{,din be caseated,adkred,xpPOded•ad rekif toe required n fhb dLpter EACH STUD 1 1/12"MIN. CC�� UNDER SILL AND OVER G 5.All site work K tem,Wide,,easements.zetfncks,elevators,tro toh ad tie cpplkdNe prodskxs d Qeplen 3,4,ad 6,;rypr dole clearance c nicucticr ad EACH STUD W/12"MIN, a k,dm9 za of h e Arche Ic STUD BEARING.NO.G518 wens,etc.shall be h accordance with a site plan prepared bl the Owers surveyar.The MWtect k rot freztapptx} BY SIMPSOF STUD BEARING.NO.GSIH respasble fa slue dezgs of ay!lye n any upxtty. R80T1 Plfn access.Pn aUk acceY -Inli be kkA w attic areas that exceee 30 Feet ad Y 5IMP50N b.Ail work zha11 be performed bl Il o-al cantractas whom are experkrced with the type of work berg nn9 Por' s4 a R-30 INSUL. R-30 INSUL. p peLarmed.All contractaz shall mnnwn IIdmIRy rbtraee ad workers caryernatbn 4'Ouralca n hone o vertkal het jtt of'A reties a Beater.The rov(jt-Fremed opewlVh shall roL be less thin 22 K}es by 30 W/VAPOR BARRIER UP W/VAPOR BARRIER UP PG'304J1 64#o 25-009 flan with all wink fxrg performed n pr !. cartes ad Fbll he located n a 1nllwaj a olier reatllly accessble kcatbm A 30-rx:h mhlmm trobstrvcted 7.All mnterlals,-ystemz,egolpmenk,FlxGres,etc.Shall be Irttal led In strkt complioee I.the head'oan n He attk spnoe t be pravidcd at sane point above lino access opens g.See Section M305.1.3 � � � 2 -racbrers w'ILten IFIGatlons and LstaliOtlOn hstnK[lart nelvdl II cleararees fa service,etc. For access recturements where medmlwi equipment Is located n attic. F b.All cantractar5 5hallpuormF then work n writing to the owlet For a mhnun period of two yeas. TYP.FND./FTC. GRADE TYP.FND./FT6. 1^y`�^D[POLE' PRO•EGTS-25-009 4.The!whited shall rot hone control a charge of arc Shall rot be respasbie Fa caslxvctbn mess, PW&I Caetvslble unulatlon 0.11 be separate a min ue OF 3 reties from recessed II j.t4g FN4res,Fm nntOrs, �`- GRADE methods,tecirl"s,sequences,or praceare-,or for-aFetit progP n comectbn with fine work or Fa ad otter heabprWnng devices or separated n-dance wM tre L dl[brtz st�ul01W n the fkeres IbUg EXP,,IT, d L PITCH FINAL GRADE EXP._T. d L ads or arlJsslore of Ile catracta.-ubcmtralars a ay person periarmirg ay of tLe wok a fa the Recessed ikjdrg retailed n the ddWhg Uermol emebpe 4nll meet the requremenLs of SeWon WI013. AWAY FROM WALLS TYP. PITCH FINAL 6RADE Fanwe of ay o�Uem to ca+y cvL the n acradace with fine intent of a (Anfrat doc.nentz h that DESIGN LOADS: 4'3500 PSI GONG.St AWAY FROM WALLS TYR. sad resparsdi k the sole re�arsb111 OF the emtracta, , 10.N1 exterkr doers.roofing shrgles,tro.,sklkg,etc.-non be renewed ad rpproved by ow.er. b 4 II.All Y4eeor Fnkfez hcbmrg but not Ihmted to waits,floorhg l tile,etc.-o ne ll be renewed Kith ad pp wed byawror. LIVE DEAD 12.All mkcellarean rd r O hems hcndrg brt rote bolted to dorm,trrn,fireplaces.close[sheHbg,kitchen Iva-�� KEY KEY cabinets,sheNhg,hardware,etc.slnll be reviewed with and gwpr'wed by owlet. 20 10 ROOF: PITc KEYWAY s < � KEYWAY � 13.Wtere existing walls,posts etc.are removed"Is fine reTonObifty of the contradon to prwWo 40 10 OECK5/PORCHES a ° [emporay wppaI,4arng,braco-q.etc.ce requited. X, AO 40 10 ROOMS OTHER THAN SLEEPIN6 ROOMS FOOTI FOOTIN 30 10 SLEEPING ROOMS + 20 10 ATTICS WITH STORAGE TLO-�T t0 10 ATTICS WITHOUT 5TORA&E - 50F7 B B B A-3 A-3 A-3 4X4 WOOD POSTS TO ' BALCONY ABOVE BE FASTENED TO NEW I81 0 GONG. DEGKING r-------, SONOTUBE PIER WITH I P866 POST BASE 2q3 mQNIOGQ %wR"99MG (fYP UON-0AST IN 51MP50N' � 51MP50N' G3fI�G1CBC�QDD c my 99009 'SiMP50N' PLACE ANCHOR)TYP. HDQa TYP. HDQB TYR HD08 TYP. OX24 -5068 SLIDER. no DR . m (2) HDR SORAGE � (N 4 LANDING O — --1 �L�•Y•�� v u HEW , v ^� v =^ I II 1 2SW'FJ �N '� ""' O Ib'O,C 2°x 6° O+u 3_ I / I RED AR (" 2XB LB: 2 B®W/ I Ij Q 2'xa'RR (NJ 2'x8'RR I I tk Cy�A I x A 4 o16•oG ® Dc �x 4•LA5RB7 5G INTO RIM J015T - .� Ih_8• 11 I ---J , 5TA56Ht 2'xa°GJ --- _ IEyOy� n UNFINISHED STORAGE D-a, Q _ ��ct ALL WALLS l !r _ I O I n CEILING a a _ ®v 1 1 z a I I tO'i N I N po I I OWNS,. A I U 1 1 03-10-25 I55UED FOR PERMIT 6ARAGE I 1 i 04-12-25 REVISED PER Al SEPTIC FJ I I I SYSTEM DESIGN O IbTO.G 7 - 1�2* r n 36'HIGH CHILD SAFE HANDRAILS A STAIRS TO A 21x6'RR 2'x8'RR I I ^LI PER R311 A-3 � Li LAV PER II A'3 f I m Ib•O.G ®I6'O.G 1 1 A-3 (, GRADE T----------1 STAIRS TO GRADE 1 I II I PER R311 ]c I v I I�r r I I � O II II I I c (2) Lj I -L------- -------JJ 51MPSON' I EXISTING 8'M' 51MPEON, � {q [,/J 5IMPSON' C E li {�(J �+,.s - HDQa TYP. OJI.GARAGE HDOB TYP. HDOB TYP. 51MP50N' T�A tlil T+.` �L DOOR 6'a' 6'3• HDQB TYP. �:J 7 12'-5' 12'-5' APR 2 5 2025 southold Town Board of Trustees nEXI STI NG FIRST FLOOR nPROPOSED SECOND FLOOR nPROPOSED ROOF PLAN ' SCALE 1/4 rI'-O' ` SCALE I/4' I'-0• SCALE I/4' 1'-0' a 0 0 E-c OOU O LEGEND: a A�g < �qmd� z 6'POURED CONCRETE w FOUNDATION HALL. NOTES I. BOARD OF TRUSTEES APPROVAL NEEDED 2"zb°OR 2"x4°HD FRAMED 2, DEG APPROVAL NEEDED O t)J WALLS®16"O.G.w/In" 3. ZBA APPROVAL NEEDED Ey N 4. PROS DEMOLITION AND SUBSTANTIAL TA'FNj O O &AB.EA.SIDE 2'x6'OR 2'x4"HO FRAMED 5. HOUSE M)5T 13E RA15ED AND ADDITIONAL FOUNDATION 'd U w Q NOTE: WALLS s I6.O.G.w/I/2" ADDED TO COMPLY WITH FEMA GUIDELINES q h W'"I E" lD. SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRC.CARBON MONOXIDE GWB.EA.51DE 6. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER Q2 'm'CQ Q DETECTORS TO OF THE 2020 IRC AND SHALL COMPLY WITH SECTION R15 OF THE 2020 F FOUNDATION NOTES: NOTE, 05D SMOKE DETECTOR �J WINDOWS TO CONFORM WITH R3102 OF THE 2020 IRG WHERE APPLICABLE O O V' GO CARBON MONOXIDE FRAMING NOTES: E o I.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF O DETECTOR 6.ALL FLUSH HOOD CONNECTIONS SHALL BE FASTENED WITH O BEARING CAPACITY,SUBJECT TO CONTROLLED INSF'EGTION. CONCRETE NOTES: I.ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS RATED GALVANIZED METAL CONNECTORS BY"SIMPSON'OR 'w �'J� EXHAUST FAN MIN 75 GFM FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. W 2.KEEP FOOTING BOTTOMS HELL DRAINED UNTIL FOOTINGS ARE APPROVED EQUAL. O_ IN PLACE,PUMP AS REQUIRED. I.ALL CONCRETE WORK SHALL CONFORM 70 NE CONC301-qRETE; ; ADD TOP PLATE AS 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/6°MIN. CONCRETE BLABS SHALL BE 350 L PSI STONE CONCRETE;ALL 3.CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO EXTERIOR GONGRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. REQUIRED TO MATCH THICKNESS OR AS NOTED. 'i.PLYWOOD SHEATHING TO BE NAILED WITH 6D®4°O.G. Gtl MORE THAN 50 FEET APART AND NO LE55 THAN 4'-0"FROM ANY SLABS ON GRADE SHALL BE NORMAL HEIGHT GONGRETE. ADJACENT HALL T.OW TO EXTERIOR EDGES AND 6D 0 12'O.G.INTERMEDIATE. PIER. REINFORCEMENT SHALL BE GONTINUOU5 THROUGH BE a'-O' _ GONSTRUGTION JOINTS.DO NOT USE HORIZONTAL CON5TRUGTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND a 45 JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM EXPO°a1RE I.3/4"MIN.THICKNESS.ALL EDGES OF PLYWOOD TO A-615 GRADE 60. INT, FINISH NOTES BE SET ON SOLID BLOCKING.6WE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE HI CONNECTORS BY 4.5LAB5 ON GRADE SHALL BE PLACED BY STRIP PLACING °SIMP50N°OR APPROVED EQUAL. METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR I-ALL SPACES WITH AREA OF WORK SHALL SUBFLOOR TO FLOOR JOISTS. pWOO dC 64#o 25-009 JOINTS(SAW GUT)MAX.BO'-O"O.G.;GONSTRUGTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-3Ia RECEIVE(U COAT OF PRIMER AND(2)COATS II. ALL PRE-ENGINEERED LUMBER SHALL BE"TRUSS JOIST"TJI BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF MIN:OF INTERIOR LATEX PAINT BY SHBR N 4.ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH 4.CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 45 WILLIAMS OR APPROVED EQUAL.(COLOR BY SERIE5 HOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL.ALL PLACEMENT. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- ONNEy DOUBLE UPRIGHTS,9'-O"AND OVER WITH TRIPLE UPRIGHTS.ALL J015T5,GIRDERS AND HEADERS SHALL HAVE BEARING @&9 FOdEo PROJFGT5-25-009 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 2-ALL CEILING SURFACES SHALL RECEIVE(U HEADERS SHALL BE A MINIMUM OF 2-2X&OR AS SHOHN ON STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I2'GYP.BD.W/(U COAT OF DRAWING{. RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQ'D AT ALL BE IN ACCORDANCE WITH AGI 5P-bb.(bb) PRIMER AND(2)COATS OF 5HERHIN WILLIAMS OPENING SIZE LOGATION HEADER SIZE MINIMUM BEARING INTERIOR LATEX PAINT,COLOR TO MATCH 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-3/4"LVL DR�mJIUYI®#a 5.PROVIDE TWO 06 ALL SIDES FOR OPENINGS IN GONGRETE EXI5TINS. FLOOR BEAMS AS PER N.Y.5.CODE OR AS NOTED®a'-0'O.G RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS.HANDLING, LE55 THAN 4 FEET EXTERIOR WALL (2)2x6 SINGLE JACK,AND KING STUDS HALL5 UNLE55 OTHERWISE NOTED.EXTEND BAR5 2'-O°BEYOND 3-CONTRACTOR SHALL PROVIDE e�INSTALL STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER OPENING;HOOK ENDS. ALL 5TANOIN&AND RUNNING TRIM.PRIME a. PROVIDE 2"AIR SPACE FOR AIR GIRCULATION IN ROOFS. MANUFACTURERS RECOMMENDATIONS. 4 FEET TO 6 FEET EXTERIOR HALL (2)2.10 DOUBLE JACK,AND KIN&STUDS PAINT 5H 11,t WILLAIMS SEMI-6LO55 FINISH b.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (COLOR BY OHNER). OVER 6 FEET EXTERIOR HALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT 4-COORDINATE FINISH OF ALL OOOR5 WITH 6.DOUBLE FRAMING AROUND OPENIN&5(skgIIghtsAto1rs etc)OR AS 12.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2"DIA. " LESS THAN 4 FEET INTERIOR WALL (2)2x6 SINGLE JACK,AND KING STUDS TO AFFECT THE STRENGTH OF STRUGTURAL.MEMBERS. OW.'ER. NOTED ON DRAWINGS. MACHINE BOLTS®12"O.G. 5-COORDINATE FINISHES FOR ALL COVER 4 FEET TO 6 FEET INTERIOR HALL (2)2xIO DOUBLE JACK,AND KIN6 STUDS 1.BEFORE PLACING CONCRETE,GONTRAGTOR SHALL SUBMIT FOR PLATES WITH OYUIER 1.DOUBLE UP FRAMING ON ALL P05TS AND PARALLEL PARTITIONS REVIEW A COMPLETE SEOUENGE OF PLAGIN6 SCHEDULE. 6-COORDINATE FINAL FLOOR FINI5HE5 WITH OR A5 NOTED ON DRAWINGS. 13.PROVIDE HRESTOPPING AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR HALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND OWN GUARANTEE OF CONTINUITY OF GONCRETE SUPPLY. 14.BRID61N&TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,SPACING NOT TO EXCEED a'. 4 OF '7 NEW ROOF ASPHALT SHINGLES RATED FOR 150 MPH WIND EXPOSURE BY CERTAINTEED ON NEW ROOF ASPHALT SHINGLES STANDING SEAM 050 FELT PAPER OVER 1/2'PLY RATED FOR 130 MPH WIND ROOF COLOR WD SHEATHING. EXP05URE BY CERTAINTEED ON SSSEGTED BY #50 FELT PAPER OVER 1/2'PLY 014E 2 12 12 T.O.WALL WD SHEATHING. T.O.WALL 4� Q4 ELEV.20'-0"0 ELEV.20'-O" 3 3'COMPOSITE TRIM TYP. 1 HARDIE PANEL- _ I - 210 L1lOObNn@m 1%97RmU[2 VERTICAL SIDING pObG�G3G1CGDDo I19Ci 99t7009 3 °COMPOSITE TRIM COLOR SELECTED BY } OWNER 42'HIGH CHILD t9° TYP. B A2 I b CORE�60� SAFE PER R31HAlIDRAILS COLOR SELECTED BY GXI35 LS[;,1 13D 13 OWNER STANDING SEAM YgED ARC ROOF COLORSELEC �5•� /YjT BY EOEV 9'4" Y OWNERS -_- ELEV.81'-8"� HARDIE BOARD EV 9'4" 1� OORNER BOARDS T° HARDIE BOARD COLOR SELECTED BYI I'- OWNER CORNER BOARDS STANDING SEAM STAIRS TO GRADE G�SELECTED BY ROOF COLOR PER 311 � SELECTED BY OWNER HARDIE BOARD HARDIE BOARD - PERFECTION SHINGLE PERFECTION SHINGLE COLOR SELECTED BY COLOR SELECTED BY OWNER T.O.GRADE T.O.GRADE OWNER �c�JcJ1JL5°o ELEV.I'-2" ELEV.I'-2" GRADE 'HIGH CHILD I I I GRADE 04-12-25 ISSUED FOR PERMIT ELEV.O-O'• SAFE HANDRAILS I I I ELEV.0'-0" I I PER R311 I I I I 5Y5TE25 REVISED PER Al SEPTIC SYSTEM DESIGN I I STAIRS TO GRADE — �_ PER R511 nPROPOSED FRONT ELEVATION nPROPOSED LEFT ELEVATION ` SCALE I/4'-I'-0• NEW ROOF ASPHALT SHINGLES RATED FOR 130 MPH WIND EXPOSURE BY GERTAINTEED ON 050 FELT PAPER OVER 1/2'PLY 12 I2 ELEV. o'-0" WD SHEATHING. ELEV.20'-0" 4 4 HARDIE PANS VERTICAL 51DINO COLOR SELECTED OWNER HARDIE PANS HARDIE BOARD AM 1 VERTICAL SIDING 42'HIGH CHILD CORNER BOARDS 5 8 COLOR 5EIKTED BY SAFE HANDRAILS COLOR SELECTED II-2 OWNER PER R311 OWNER 14V 42'HIGH CHILD GXI35 OX135 GXI35 6 SAFE HANDRAILS STANDING SEAM PER R311 ROOF COLOR �13 SELECTED BY OWNER T.O.WALL T.O.WALL ELEV.B'_b" � ELEV.8'-8° Q _ HARDIE BOARD ITTII-4' CORNER BOARDS I I COLOR SELECTED BY O OWNER / - . ❑ O W 3 Y'COMPOSITE TRIM EI-AiTYP. ]HARDIE BOARD GA55 GX135 O O W Q G 4' HARDIE PERFECTION SHINGLE O U I, �SELECTED BY �SEFCT®BY \ �.TA 'H ELEV.I'-2" GRADE 61RADE m dq'H l2 ELEV.O'-O" � ELEV.O-O" O I DOORSELECTED p x t� OWNERBY o~� E"L�i nPROPOSED REAR ELEVATION 4 PROPOSED LEFT ELEVATION b W F o SCALE I/4'.I'� 5'„{'CV "Dl aC, � mm HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMBI 4'V.THRI I ROOF E" SECOND FLOOR ATTACHMENT - w w vj (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) p m ATTIC CIJ 'SIMPSON'HDOB\ FL. p� NAILS 0 6 A COMMON O.C. FOR FULL LENGTH 'SIMPSON'HDOB `� OF STUD 1'vn IFl1 �1,T NAL COMMON 0 END N NAILS FULL O.C. I I/2'I I p30o�9C C�4#B 25-009 ®ENDWAL �j OF FULL LENGTH OF STUD LAV. 2' I I Eft.OCKIN ®END WAL ri I y1,C, IFA.I. S rO,.I=0QR APR 2 5 2025 ME)f 06C o PROJECTS-25-O07 -SIMPSON,HDOS/ u " DDL3L.lU�+J[IG�IC�#o OR 'S MPSON'PH08 u GD.GA. TO EXISTING i CA 4'SANITARY LINE APPROVED 5 ED Southold Town SEPTIC SYSTEM FIRST FLOOR ATTACHMENT HOUSE TRAF` Board of Trustees (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8•VIA.THREADED ROD EMBEDDED ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 1/2'INTO CONCRETE W/'SIMPSON'ET 8 ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)B FOR MANUFACTURES SPECIFICATIONS. TEMPERATURES 10 DEC.TO 40 DEG F)USE HOLDDOWN GONNEGTI ONS 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE( nPLUMSI NG RISER DIAGRAM scALE Iu••I'D `- sGAL.E Nrs 5 OF -7 QGdC�104�64 893 G30o @GJOO CSC CQ�G1Nll� 10'-0' Ixo rvtc�vm G'l)MLsG3000�QDa v IgC7 9 9909 PAINTED WHITE 0 16'O.G. 699°9Qi7o0O44'J (3)2XI2 GIRDER / 16'I O.G. 5 0 M&Lo Ir 2x12 PT RAFTERS PAINTED WHITE Ib'O.G. PAINTED WHITE PROPOSED I An f31��R�� (H)2X12 PTal ETLEO ARPERGOLA SEE EX HOUSE SECTION AND Q EX GARAGEELEVATION ON ppg66 9 EA p05T H'WOOD '�♦., x k H'WOOD COLUMNS TO } ry COLUMNS TO BE WHITE �. !Lo _ BE WHITE TYR TYP. 1 / (3)2X12 61RDER / P05 bX6 PT POST bXb PT P05T BC5 Post up TYR4X4 �c�JcJIJLS°o I — I 16 WOOD POSTS BE FASTENED Y!IH I I03 I I FASTENED TO HEN 15 GONG I I 04-I2-25 REVISED PERPAS EPTIC I P05TSONO UBEBASE PIER WITH PB66 I I 5Y5TEM DESIGN POST BASE OR)TYP WN. IN L 10'-0' PLACE ANCHOR)T'P. — 101-01 %PLAN AT PERGOLA nELEVATION AT PERSOLA nSECTION e SECTION ' SCALE 1/4'.I'-0' ` SCALE I/a'.I'-O' SCALE I/a'.I'-0' SCALE I/4'.I'-0' K'alamaer iaueaas�c mnac� HOGtlueatlea evaertolaLa 2XIO RIDGE. mawim nuts wlNhdaann T.O.WALL ertl sre�ars CmNnares9 nasshine ELEV.20'-0" (permae). hown h G b'-0°HIGH 2' PVC,PANEL COMPO5IT SIDING EY,6ARACE-- TYR 15#BUI B 15HEATH ER lso—om or joist orrz 2x4 STUDS 6 I6"O�G. arblo'rel 2 X 10 CONT.LEDGER OUIPOOR BOARD r,HOHER-- 2 X 6 RR Deck-tto-Houlsea as a Lateral Lateral two Connttvionara �a PLYWOOD 'T!6 IN6 �/ Form aaii—avon on this—necean and TYP. 'nstaflationwsaucbons,see technKalbellefin DOABLE FJ 0 BALCONY T.O.WALL TDECK(ATLOAD(avallable at a sbongbe com). TYP.MIN 12'OG 'Im 2'xb'FJ O ADD 2X4 CRIPPLE® Post ® O O . I6°O.G. ATOP OF EXI5TIN6 2X4 WALL. ,ALGL�W.4BLL5 R \ \\ / �' / \ / ALL�WALLS 3 F o PLAN AT OUTDOOR SHOWER CEILING III DTT2 CEILING � CONO _ cnv.) �o w Ln ry \ _ — 6'CONG SLAB ON U Z 3 SCALE I/4'.I'-0' GRADE 3$00 PSI 0 °^ ° OONG W/0X6 ISI GOMPOSIT SIDIN6 GONG. W/6Xb IOAO BOS Post -"�_ WWM 6 h11L VAPOR 15*BUILDING PAPER KW 6 MIL VAPOR 7 BARRIER ON 6' P. 1/2°OSB SHEATHING BARRIER ON b' Tom' C.ObRALT®6RAVA 2x4 STUDS®16°O.G. COMPACTED GRAVEL T.O.GRADE h 'h'achineb fUm q W LLI FILL ELEV.�'-2" v machlnebollsor )olst Jolsl FILL U' a J GRADE aea rows with ELEV. she � mream I I O'-O" nuB and wahe —EX.W POURED I I EX.H°POURED O N F 6 GONG FOUNDATION L_J GONG FOUNDATION F 6�-I TO REMAIN TYP TO REMAIN TYP r/3.7 02 O O O LL BTT2Z Installed as a Lateral Convenor for a Or 'd Guardrail Post. - d W-+F for lnlormalionon oaNrar tconneclion GIIL arMinstallationinsbu[tl�s,See(LicalbulleGn CV h x E.ti T-GRORLPST(availableat mm�vsvangbecom). O O 0 5EGT1 ON SEGTI ON a F SCALE 1/a'. Wx r!' 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C OF SUFFOL j_'./�.F " ,00s ''. __ — Z - R l Properly 1..a.nxr Ag.—) +Iwex s.,t v $ a .o __ _ 17A r,..., o u r. rvnlrwr N,I ur ntas•u u nl: A b \J1 3121 Oaklawn Ave — Project Description c�R-evis,i Two sets of plans have been submitted: -Phase 1 Plans- Main House: Identical to plans approved by Bd of Trustees on August 14, 2024, except for the need to now do further demo and rebuilding and adding an.I/A septic system. _ -Phase 2 Plans-Garage/Pergola/Outdoor Shower/Jacuzzi 2 2 JUL2 2 PHASE 1 Southold Town Board of Trustees Seeking Wetlands Permit to demolish the majority of the existing 1203 square MUL UWU1111 rebuild. Seventy-five percent of exterior walls and 100% of roof will be demolished. See Phase 1 site plan and plan page 4 of 9 for details. Reconstruct most of the house. No change in square footage, footprint, number of stories, number of bedrooms, number of baths, or distance to Jockey Creek. Exterior stoops are being reduced from four to three. Total stoop square footage unchanged. Per FEMA guidelines and guidance from the building department, the house will be lifted about 16 inches, so the finished floor elevation is at least 8 feet. The existing stem wall foundation will remain and will be added to. Per FEMA guidance, the house will sit on an elevated slab and the area below the slab will be filled. There will no longer be any crawl space. See plans for details (page 6 of 9 and 8 of 9). Clear River Environmental will remove and replace existing, old concrete block septic system in the front yard with new state of the art I/A OWTS sanitary system designed by Island Wide Engineering. Suffolk County Health Department variance required for IA system due to unique parcel dimensions. IA plans and a variance application have been submitted to the Suffolk County Health Department. The new IA installation will involve 42.29 cubic yards of fill. Installing stormwater drainage system. Replace utility pole on neighbor's property and overhead wires with buried electric.All patios and walkways will be removed and replaced with new concrete pavers and permeable stones allowing improved and adequate seepage. The location of all patio and walkways and the area consumed by such patios and walkways will be unchanged. No additional patio or walkways will be added below the new pergola. No additional fill needed for patio or walk-ways, or the retaining wall that is being moved. The entire property except for a small 380 square foot area in the front yard will be non-turfed. PHASE 2 Adding unfinished 237'x117' second story with '/2 bath to the existing garage for storage purposes. No change to garage size or footprint. Exterior garage stairs and landing (137, x 3'6") to access the second story will help maximize storage area. 1 0x1 0 pergola will be added between the house and garage. Outdoor shower(6'x4') and a small jacuzzi (68" x 7'9")will be added to the southeastern area of the property on an elevated berm that sits 33 inches above grade and outside the 100-year flood area. The retaining wall associated with that berm will be moved slightly. The new retaining wall will be 26' long, 33 inches high and 10 inches wide, compared to the existing wall that is 24'9" long, 27" high and 9 inches wide. ENVIRONMENTAL IMPROVEMENTS: We are doing everything we can to limit the environmental impact of our project. We also want to highlight the significant environmental improvements we are making as part of the project.There is clearly a substantial"net benefit"to the environment and the neighborhood from our project. The environmental improvements include: -Removal of 50+yr.old concrete block cesspool system located just 20 feet from the creek. -Installation of state-of-the-art VA OWTS sanitary system: (detailed plans already submitted to health department are included in Trustee application) 2 -Installing storm drainage system ® EC E 0 v�/] E -Lifting house per FEMA AE6 guidelines JUL 2 1z 203 -Non-turf on 90+%of property -Moving overhead electrical service from Oaklawn Avenue underground Southold Town Board of Trustees BACKGROUND Prior trustee approval was granted on 8/14/24 to do a very significant renovation at 3121 Oaklawn Avenue on Jockey Creek.A building permit was also granted and work commenced in December of 2024. The renovation was intended to be less than"50%"according to the town guidelines. When the demolition process began; it was very clear that the scope of demolition and rebuilding would have to extend beyond the original plans. The entire roof was found to be structurally unsound and the same was true of most of the exterior walls. The main house project is identical to the first Trustee submission in 2024 except for the fact that additional demo and rebuilding is required. A new I/A system is now being added.The amount of demo and rebuild is now closer to 80%.There is still no change to square footage, no change to footprint, no change in setbacks, no change to#of stories or height, and no change to number of bedrooms(2) or baths(2). Phase 2 enhancements are being seen by the Bd of Trustees for the first time. Our plan all along was for the house and property to be consistent with the character of the neighborhood. We did not want to overbuild.We are essentially rebuilding what was there previously and enhancing the property ever so slightly per our Phase 2 plans. We are excited about our project and equally excited about the environmental improvements we are making to the property. Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday,July 17, 2025 1:01 PM To: 'Thomas Smith' Cc: Hobson,Thomas Subject: RE:Wetland Permit Application - Next Steps - Update Mr.Smith, Be advised that this is the last review this office will provide you for application completeness. This project has been so time consuming for this office, if you cannot complete all of the requested/required paperwork, please consider hiring a permit expeditor to handle completing your application. This office will no longer review your application for completeness. Regarding your application, at this time it is still missing important information that must be submitted in order to make our August 13th public hearings. All information must be submitted no later than end of day Monday,July 28th to make the August meeting agenda. If you cannot make this deadline for the requested information the Board may not allow the application to move forward. Except for the survey,four sets of the revised/additional are required. • It was noticed that no actual original to-scale stamped survey of the existing was submitted with the application. Please submit one original survey for the file. The survey in the site plan packet is not sufficient. • The Islandwide site plans are not stamped on each page by the engineer which is required. Four updated sets of plans from Islandwide, each page to be stamped and if necessary updated with the information requested below. • The Islandwide site plans for the septic contain sheets two,three and four of four sheets. Please submit four copies of sheet 1 or resubmit all pages at once as requested above. • The relocated retaining wall requires a site plan page that depicts a side elevation, dimensions (length by width by height). If any proposed fill is to be added,to this area it should in the least be explained in the written project description and site plan. Again, only if there is additional fill being proposed in this location. • For the proposed new I/A system the amount of fill that is to be brought in for this area must be called out on the site plan somewhere, and the cubic yard amount be added in your written description. Each of the proposed sanitary retaining walls must have a written description that includes the length by width by height of each wall. The length of each of the proposed retaining walls needs to be added onto the Islandwide sanitary plans. • As this office requires permits for all structures there is a question regarding parts of the existing walkways/patios. Your written project description speaks of the existing patio and walkways to be unchanged, however several parts of these are to be removed in order to install the sanitary system, drywells, and there is question if the area under the proposed pergola is to be modified. Please update your written project description to either state the existing....to be temporarily removed and replaced in-place, or to be removed and install new.... Also,the site plan needs to depict the proposed walkways/patio if there are to be any changes anywhere. • A"Pier Line" needs to be added to the site plan. To explain the Pier Line, please see Town Code Chapter 275-2- Definitions. • The site plan page T-1 or on the second page still does not depict demolition of existing dwelling, like the Architect depicted the new entry stairs. It illudes to the existing dwelling remaining which is incorrect. Please have call-out(s) added and resubmit. Again, if you can submit all of the requested above the Board may move forward with your application being heard at the August 13, 2025 public hearings. There would be a field inspection on Wednesday,August 6, 2025 where all 1 proposed new structures must be staked out for the Board that day. If the Board visits the site and it is not staked out you would be automatically postponed from the public hearing agenda. ECaza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Thomas Smith<Thomas—Smith@swissre.com> Sent: Monday,July 7,2025 1:43 PM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Hobson,Thomas<thomash@southoldtownny.gov>; Hobson,Thomas<thomash@southoldtownny.gov> Subject:Wetland Permit Application- Next Steps- Update Hi Elizabeth—hope you are well, and you had a nice 4th of July. Making sure you received the below e-mail and all the updated information I left with Tom last week. Just looking for a quick update. Do you need anything else from me? I've been.in the pipeline since April 29th. Will jump through hoops to get you anything else you need. Hoping to get on the August agenda. Thanks Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Tuesday,July 1, 2025 10:12 AM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Cc: Hobson,Thomas<tho mash @southoldtownny.gov> Subject:Wetland Permit Application-Additional Info Submitted Today Hi Elizabeth, I hope you are well. I dropped off everything you requested this morning. I handed everything to Tom. Additional information submitted included: -Four copies of new project narrative explaining scope of project per your instructions -Two new complete set of plans for Phase 1 and Phase 2. Site plan updated with "call outs". -Two additional copies of site plan for Phase 1 and Phase 2 that can be added to the large plans previously submitted on April 29th 2 -Four plans for revised I/A OWTS septic per health department guidance -Four copies of I/A OWTS septic variance application submitted to health dept Note—I also offer the following responses to your questions: -Followed up with Amanda Nunemaker a few days ago and she said pergola plans were fine as submitted. Pergola details can be found on page 6 of 7 (A3) of Phase 2 plans. -Existing foundation will remain in place per page 6 of 9 (Al) and 8 of 9 (A3). I also added a comment in the new "project description" I submitted. We are lifting the house and basically adding 16 inches or so,to the existing foundation to get finished floor elevation to 8 feet. -Please see page 4 of 9 (DMOI) of plans for demolition information. Amanda reviewed the final plans including the pergola, demolition, and foundation plans prior to them being submitted to the ZBA. I specifically recall making changes to the demo page and foundation pages per her instructions. Thank you for your continued help and support. Tom Thomas Smith Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas—Smith@swissre.com From:Thomas Smith Sent:Thursday,June 26,2025 2:47 PM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE:Wetland Permit Application - Response .... Continuation of my below e-mail. In addition to statement#1 and #2 below, I offer the following additional comment. 3-precise pergola details can be found on page 6 of 7 (A3). Perhaps you did not see it. I will check to see if . Amanda in the building department needs anything else. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Wednesday,June 25,2025 5:16 PM To:Cantrell, Elizabeth <elizabethc@town.southold.nv.us> 3 Cc:Thomas Smith<Thomas Smith@swissre.com> Subject: FW:Wetland Permit Application-Response Hi Elizabeth, Thank you for the below response and guidance. My wife and I are doing all the application and approval work ourselves, so your patience and guidance is appreciated. I'm sure we will go back and forth a few times before the file is deemed to be perfect. I have a few comments to start: 1-You asked whether or not the existing foundation will remain. The answer is YES. Per page 6 of 9 (Al) and.8 of 9 (A3) details,the existing foundation wall will remain since the integrity is very good and about 16 inches of additional wall will be added. I think it is clear on the plans. I will also add a comment when I revise the "project description". 2-You asked that the site plan depict demo of existing areas and construction of new. Please advise if page 4 of 9 (DMO1) of the plans is sufficient? Please Note: Each of the above pages were reviewed and edited by Amanda Nunemaker from the building department. She reviewed everything prior to the plans being sent to zoning in April, and I specifically remember making changes to the demo page and foundation pages per her guidance. She seemed comfortable with both. If you feel something more is needed,just let me know. I will go back and ask Amanda what further details are needed with respect to the pergola. I will work on the other items as well. All the best. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,June 24, 202511:19 AM To:Thomas Smith<Thomas Smith@swissre.com> Subject:Wetland Permit Application o - ee • '�s e s •• � • Good Morning, Please be advised that at this time the application has been deemed incomplete. 4 1 Your construction plans are lacking a lot of information. This house has been deemed a demolition,four sets of stamped construction plans for the dwelling need to submitted along with the site plan depicting demolition of existing, construction of new. Because the dwelling now needs to be raised, is the foundation to remain and be added to-or does any of it need to be replaced. This needs to be detailed in the site plans. Length by width by height of the relocated retaining wall must be submitted along with elevations(that include dimensions) of the proposed. On the incomplete site plan there is no call-out and/or dimensions on some of the structures in red. All proposed structures need call-outs describing what is proposed and if necessary, dimensions including second story balconies. There is no site plan for the construction of the pergola. Side elevations of the pergola with no dimensions is insufficient. Basically,what you have to submit to the Town Building Dept. is what you have to use for our application. The written project description is also very incomplete. Our office does not look at lot coverage percentages and side yard distances so this is unnecessary information. Below is an example of a project description that is requested. a Wetland Permit to demolish existing 2,199 sq.ft. dwelling (full basement portion of foundation to remain), and reconstruct in same location a 1,781 sq.ft. 1 & 2-story dwelling consisting of a 591 sq.ft. two-story portion over remaining full basement; a 440sq.ft. two-story portion over new crawl space foundation; a 1.5-story'addition over new crawl space foundation; a 335.2sq.ft. one-story portion with 415.4sq,ft. roof deck above; an 80.2sq.ft. unenclosed covered porch with steps; a 215.6sq.ft. deck with steps and pergola above; a 3'x10' stoop with steps; a 4'x10.5' stoop with steps; and a 4'x10.5' unenclosed covered porch with steps; construct a landward 15'x34' in-ground swimming pool and two (2) 128sq.ft. grade-level masonry patios; install 4' high pool enclosure fencing; construct 234 linear foot grade-level masonry walk and 62sq.ft. masonry landing with steps; remove and replace existing septic system with new I/A OWTS sanitary system; install a stormwater drainage system; replace utility pole and overhead wires with buried electric; remove portion of existing driveway; and to establish and perpetually maintain a 10-foot wide vegetated non-turf buffer along the landward edge of the top of bank, allowing for a 4' wide cleared path to permitted wood dock This is just the beginning of the review. Be advised that there may be other items that will be required after your submit the required information. Efza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 I i This e-mail, including attachments, is intended for the person(s)or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information maybe unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender.All incoming and outgoing e-mail messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re,we strongly advise you not to use the Swiss Re e-mail account for,any private, non-business related communications.ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5 t Cantrell, Elizabeth From: Thomas Smith <Thomas_Smith@swissre.com> Sent: Tuesday,July 15, 2025 12:57 PM To: Cantrell, Elizabeth Subject: FW:Wetland Permit Application Hi Elizabeth, Hope you are well. Can you please confirm that I will be part of the August meeting. I submitted my application all the way back on April 29th. I also submitted supplemental information and edits as you requested. The ZBA put my file on hold pending Trustee approval on May 15t and my new IA septic system application with the health department is also waiting for Trustee approval. On top of that I have been renting for 7 months and have a builder waiting to commence work. I appreciate your help and support. Thanks Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,June 24, 2025 11:19 AM To:Thomas Smith<Thomas Smith@swissre.com> Subject:Wetland Permit Application • ••- • MI. ••• • • - -•• e • Good Morning, Please be advised that at this time the application has been deemed incomplete. Your construction plans are lacking a lot of information. This house has been deemed a demolition,four sets of stamped construction plans for the dwelling need to submitted along with the site plan depicting demolition of existing, construction of new. Because the dwelling now needs to be raised, is the foundation to remain and be added to or does any of it need to be replaced. This needs to be detailed in the site plans. Length by width by height of the relocated retaining wall must be submitted along with elevations(that include dimensions) of the proposed. On the incomplete site plan there is no call-out and/or dimensions on some of the structures in red. All proposed structures need call-outs describing what is proposed and if necessary, dimensions including second story balconies. There is no site plan for the construction of the pergola. Side elevations of the pergola with no dimensions is insufficient. Basically,what you have to submit to the Town Building Dept. is what you have to use for our application. 1 The written project description is also very incomplete. Our office does not look at lot coverage percentages and side yard distances so this is unnecessary information. Below is an example of a project description that is requested. a Wetland Permit to demolish existing 2,199 sq.ft. dwelling (full basement portion of foundation to remain), and reconstruct in same location a 1,781sq.ft. 1 & 2-story dwelling consisting of a 591sq.ft. two-story portion over remaining full basement; a 440sq.ft. two-story portion over new crawl space foundation; a 1.5-story addition over new crawl space foundation; a 335.2sq.ft. one-story portion with 415.4sq,ft. roof deck above; an 80.2sq.ft. unenclosed covered porch with steps; a 215.6sq.ft. deck with steps and pergola above; a Tx10' stoop with steps; a 4'x10.5' stoop with steps; and a 4'x10.5' unenclosed covered porch with steps; construct a landward 15'x34' in-ground swimming pool and two (2) 128sq.ft. grade-level masonry patios; install 4' high pool enclosure fencing; construct 234 linear foot grade-level masonry walk and 62sq.ft. masonry landing with steps; remove and replace existing septic system with new I/A OWTS sanitary system; install a stormwater drainage system; replace utility pole and overhead wires with buried electric; remove portion of existing driveway; and to establish and perpetually maintain a 10-foot wide vegetated non-turf buffer along the landward edge of the top of bank, allowing for a 4' wide cleared path to permitted wood dock This is just the beginning of the review. Be advised that there may be other items that will be required after your submit the required information. ECizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 This e-mail, including attachments, is intended for the person(s)or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information may be unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender.All incoming and outgoing e-mail messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re,we strongly advise you not to use the Swiss Re e-mail account for any private, non-business related communications. 2 Cantrell, Elizabeth From: Thomas Smith <Thomas_Smith@swissre.com> Sent: Monday,July 7, 2025 1:43 PM To: Cantrell, Elizabeth Cc: Hobson,Thomas; Hobson,Thomas Subject: Wetland Permit Application - Next Steps - Update Hi Elizabeth—hope you are well, and you had a nice 4th of July. Making sure you received the below e-mail and all the updated information I left with Tom last week. Just looking for a quick update. Do you need anything else from me? I've been in the pipeline since April 29tn. Will jump through hoops to get you anything else you need. Hoping to get on the August agenda. Thanks Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Tuesday,July 1, 2025 10:12 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: Hobson,Thomas<thomash@southoldtownny.gov> Subject:Wetland Permit Application-Additional Info Submitted Today Hi Elizabeth, I hope you are well. I dropped off everything you requested this morning. I handed everything to,Tom. Additional information submitted included: -Four copies of new project narrative explaining scope of project per your instructions -Two new complete set of plans for Phase 1 and Phase 2. Site plan updated with "call outs". -Two additional copies of site plan for Phase 1 and Phase 2 that can be added to the large plans previously submitted on April 29tn -Four plans for revised I/A OWTS septic per health department guidance -Four copies of I/A OWTS septic variance application submitted to health dept Note—I also offer the following responses to your questions: 1 -Followed up with Amanda Nunemaker a few days ago and she said pergola plans were fine as submitted. Pergola details can be found on page 6 of 7 (A3) of Phase 2 plans. -Existing foundation will remain in place per page 6 of 9 (Al) and 8 of 9 (A3). I also added a comment in the new "project description" I submitted. We are lifting the house and basically adding 16 inches or so to the existing foundation to get finished floor elevation to 8 feet. -Please see page 4 of 9 (DIVIOI) of plans for demolition information. Amanda reviewed the final plans including the pergola, demolition, and foundation plans prior to them being submitted to the ZBA. I specifically recall making changes to the demo page and foundation pages per her instructions. Thank you for your continued help and support. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas -Smith@swissre.com From:Thomas Smith Sent:Thursday,June 26,2025 2:47 PM To:Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE:Wetland Permit Application-Response .... Continuation of my below e-mail. In addition to statement#1 and #2 below, I offer the following additional comment. 3-precise pergola details can be found on,page 6 of 7 (A3). Perhaps you did not see it. I will check to see if Amanda in the building department needs anything else. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Wednesday,June 25, 2025 5:16 PM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Cc:Thomas Smith<Thomas Smith@swissre.com> Subject: FW:Wetland Permit Application-Response Hi Elizabeth, 2 Thank you for the below response and guidance. My wife and I are doing all the application and approval work ourselves, so your patience and guidance is appreciated. I'm sure we will go back and forth a few times before the file is deemed to be perfect. I have a few comments to start: 1-You asked whether or not the existing foundation will remain. The answer is YES. Per page 6 of 9 (Al) and 8 of 9 (A3) details, the existing foundation wall will remain since the integrity is very good and about 16 inches of additional wall will be added. I think it is clear on the plans. I will also add a comment when I revise the "project description". 2-You asked that the site plan depict demo of existing areas and construction of new. Please advise if page 4 of 9 (DM01) of the plans is sufficient? Please Note: Each of the above pages were reviewed and edited by Amanda Nunemaker from the building department. She reviewed everything prior to the plans being sent to zoning in April, and I specifically remember making changes to the demo page and foundation pages per her guidance. She seemed comfortable with both. If you feel something more is needed,just let me know. I will go back and ask Amanda what further details are needed with respect to the pergola. I will work on the other items as well. All the best. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Tuesday,June 24, 2025 11:19 AM To:Thomas Smith<Thomas Smith@swissre.com> Subject:Wetland Permit Application • �e- a -e• s • -es e Good Morning, Please be advised that at this time the application has been deemed incomplete. Your construction plans are lacking a lot of information. This house has been deemed a demolition,four sets of stamped construction plans for the dwelling need to submitted along with the site plan depicting demolition of existing, construction of new. Because the dwelling now needs to be raised, is the foundation to remain and be added to or does any of it need to be replaced. This needs to be detailed in the site plans. Length by width by height of the relocated retaining wall must be submitted along with elevations(that include dimensions) of the proposed. On the incomplete site plan there is no call-out and/or dimensions on some of the structures in red. All proposed structures need call-outs 3 � 1 describing what is proposed and if necessary,dimensions including second story balconies. There is no site plan for the construction of the pergola. Side elevations of the pergola with no dimensions is insufficient. •Basically,what you have to submit to the Town Building Dept. is what you have to use for our application. The written project description is also very incomplete. Our office does not look at lot coverage percentages and side yard distances so this is unnecessary information. Below is an example of a project description that is requested. a Wetland Permit to demolish existing 2,199 sq.ft. dwelling (full basement portion of foundation to remain), and reconstruct in same location a 1,781sq.ft. 1 & 2-story dwelling consisting of a 591sq.ft. two-story portion over remaining full basement; a 440sq.ft. two-story portion over new crawl space foundation; a 1.5-story addition over new crawl space foundation; a 335.28q.ft. one-story portion with 415.4sq,ft. roof deck above; an 80.2sq.ft. unenclosed covered porch with steps; a 215.6sq.ft. deck with steps and pergola above; a 3'x10' stoop with steps; a 4'x10.5' stoop with steps; and a 4'x10.5' unenclosed covered porch with steps; construct a landward 15'x34' in-ground swimming pool and two (2) 128sq.ft. grade-level masonry patios; install 4' high pool enclosure fencing; construct 234 linear foot grade-level masonry walk and 62sq.ft. masonry landing with steps; remove and replace existing septic system with new I/A OWTS sanitary system; install a stormwater drainage system; replace utility pole and overhead wires with buried electric; remove portion of existing driveway; and to establish and perpetually maintain a 10-foot wide vegetated non-turf buffer along the landward edge of the top of bank, allowing for a 4' wide cleared path to permitted wood dock This is just the beginning of the review. Be advised that there may be other items that will be required after your submit the required information. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 This e-mail, including attachments, is intended for the person(s)or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information may be unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender.All incoming and outgoing e-mail messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re,we strongly advise you not to use the Swiss Re e-mail account for any private, non-business related communications.ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 0 4 Cantrell, Elizabeth From: Thomas Smith <Thomas_Smith@swissre.com> Sent: Friday, May 2, 2025 1:43 PM To: Cantrell, Elizabeth Cc: Hobson,Thomas Subject: Follow Up -ZBA Discussion (3121 Oaklawn) Hi Elizabeth, Per your guidance yesterday, I spoke with the ZBA. They said they will be sending you an email requesting a copy of your "field report". They are holding my file until they get that from you. They asked that I confirm that my Trustee application is complete and in motion. I told them that my Trustee application was submitted a week ago. Please let me know if you need anything more from me. Thank you and have a good weekend. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com This e-mail, including attachments, is intended for the person(s)or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information may be unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender.All incoming and outgoing e-mail messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re,we strongly advise you not to use the Swiss Re e-mail account for any private, non-business related communications.ATTENTION:This email came from,an external source. Do not open a'tachments or click on links from unknown senders or unexpected emails. 1 4 _ �3T 'IO�a�lla'wn ►ePratDescrrptn (Revised July 1,2025) Two sets of plans have been submitted: -Phase 1 Plans-Main House: Identical to plans approved by Bd of Trustees on August 14,2024, except for the need to now do further demo and rebuilding and adding an I/A septic system. -Phase 2 Plans-Garage/Pergola/Outdoor Shower/Jacuzzi ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- PHASE 1 Seeking Wetlands Permit to demolish the majority of the existing 1203 square foot dwelling and rebuild. Most external and interior walls will be demolished. See site plan for demo details (page 4 of 9). Reconstruct the house that was there previously. No change in square footage, footprint, number of stories, number of bedrooms, number of baths, or distance to Jockey Creek. Exterior stoops are being reduced from four to three. Total stoop square footage unchanged. Per FEMA guidelines and guidance from the building department, the house will be lifted about 16 inches, so the finished floor elevation is at least 8 feet. The existing stem wall foundation will remain and will be added to. Per FEMA guidance, the house will sit on an elevated slab and the area below the slab will be filled. There will no longer be any crawl space. See plans for details (page 6 of 9 and 8 of 9). Remove and replace existing, old concrete block septic system in the front yard with new state of the art I/A OWTS sanitary system. Health department variance required for IA system due to unique parcel dimensions. IA plans and a variance application have been submitted. Installing stormwater drainage system. Replace utility pole on neighbor's property and overhead wires with buried electric. The size and location of all patio and walkway areas will be unchanged. The entire property except for a small 380 square foot area in the front yard will be non-turf. PHASE 2 Adding unfinished 237'x117' second story with '/z bath to the existing garage for storage purposes. No change to garage size or footprint. Exterior garage stairs and landing (137' x 3'6") to access the second story will help maximize storage area. 10x10 pergola will be added between the house and garage. Outdoor shower (6'x4') and a small jacuzzi (68" x 7'9") will be added to the southeastern area of the property on an elevated berm that sits 33 inches above grade and outside the 100-year flood area. The retaining wall associated with that berm will be moved slightly. The new retaining wall will be 26' long and 33 inches high compared to the existing wall that is 24'9" long and 27" high. - I[U) JUL 1 2025 Southold Town Board of Trustees ENVIRONMENTAL IMPROVEMENTS: We are doing everything we canto limit the environmental impact of our project. We also want to highlight the significant environmental improvements we are making as part of the project.There is clearly a substantial"net benefit"to the environment and the neighborhood from our project. The environmental improvements include: -Removal of 50+yr. old concrete block cesspool system located just 20 feet from the creek. -Installation of state-of-the-art VA OWTS sanitary system: (detailed plans already submitted to health department are included in Trustee application) -Installing storm drainage system -Lifting house per FEMAAE6 guidelines -Non-turf on 90+%of property -Moving overhead electrical service from Oaklawn Avenue underground BACKGROUND Prior trustee approval was granted on 8/14/24 to do a very significant renovation at 3121 Oaklawn Avenue on Jockey Creek.A building permit was also granted and work commenced in December of 2024. The renovation was intended to be less than "50%"according to the town guidelines. When the demolition process began, it was very clear that the scope of demolition and rebuilding would have to extend beyond the original plans. The entire roof was found to be structurally unsound and the same was true of most of the exterior walls.Adding 30+ new windows and all new doors and at the same time having to extend the height of two exterior walls to accommodate the new windows made it impossible to keep much of what was there previously. The main house project is identical to the first Trustee submission in 2024 except for the fact that additional demo and rebuilding is required, and a new VA system is being added.The amount of demo and rebuild is now closer to 80%.There is still no change to square footage, no change to footprint, no change in setbacks, no change to#of stories or height, and no change to number of bedrooms (2) or baths(2). Phase 2 enhancements are being seen by the Bd of Trustees for the first time. Our plan all along was for the house and property to be consistent with the character of the neighborhood. We did not want to overbuild.We are essentially rebuilding what was there previously and enhancing the property ever so slightly per our Phase 2 plans. We are excited about our project and equally excited about the environmental improvements we are making to the property. D E G E I `L JUL 1 2025 Southold Town Board of Trustees �� esponEso� LW! -et�'e1r��atAprilT21 ,-2025 5/9/25 I would like to thank the LWRP for taking the time to review my file and visit my property. I would like to make sure the LWRP did not overlook the following when making their recommendation. LWRP Comment:The structure is located within a 1%Annual Chance of Flood Elevation. Owner Response:The main house is an existing structure that has always been in FEMA AE6. Per FEMA and Southold guidelines the house will be lifted, stem walls will be added, and a new foundation will be created so the house has a BFE of 8. The house will be protected from a flood event that is 2 feet higher than a 1 in 100-year event. Such an event has never happened on Jockey Creek.The probability of such an event happening per FEMA is 1 in 500 years. LWRP Comment: Increase in Lot Coverage of 24.6%within this area should be avoided. Owner Response: There are 4 improvements contributing to the increase in Lot Coverage— pergola, outdoor shower,jacuzzi and garage overhang.They represent only 190 square feet, which is insignificant. On a normal size lot in the community the new Lot Coverage would only be 15.1%. 3 of the 4 improvements are also outside the High-Risk FEMA AE6 zone. There is a line on the survey that shows that all but the pergola is in a Moderate.FEMA X zone.This means they are not exposed to a 1 in 100-year event. LWRP Comment: Groundwater elevation is expected to rise overtime in this hazard area. Owner Response:We have never noticed groundwater in our 4-foot sand foundation in the 20 years we have owned the property. The project will meet FEMA, Southold Trustee, DEC, and Suffolk County Health department guidelines and laws. Additional Considerations: Modest relief is being requested that amounts to only 190 square feet. Major improvements are being made to the house, neighborhood and environment. They include: -New state of Art IA System -New storm drainage system -Lifting house to comply with FEMA guidelines , -Putting electric service from Oaklawn Ave underground -Majority of property will be non-turf JUL 1 2025 Southold Town Board;Trustees i STEVEN BELLONE p' GREGSON H.PIGOTT,MD,MPH SUFFOLK COUNTY EXECUTIVE ® COMMISSIONER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �_�� Sr►/J BOARD OF REVIEW t 360 YAPHANK AVENUE, SUITE 2C,YAPHANK,NY 11980 (631)852-5700 ORHealthWWM@suffolkeountyny.gov IAPPLLCATMII 1F® �V�A'+ 1 + E OR WAIVER FROM REGULATIONS OR SPECIFICATIONS TO: Review Board Chair I, We,Thomas Smith & Islandwide Engineering & Land Surveying c/o Hailey Jackson residing/doing business at(mailing address)280 Main St- Suite 1, Farmingdale, NY 11735 request a variance [ ] or waiver[ ] from(indicate Article&Section Number) Title 10 Section 75-A.4(NY)&Section 5-118(SC),of the New York State/Suffolk County Sanitary Code (cross one out),and is in reference to(indicate Health Services Reference Number, name of proposed realty subdivision /development and Suffolk County Tax Map Number)R-25-0670 3121 Oaklawn Ave SCTM#1000-70-6-10 Brief explanation of why variance/waiver should be granted The existing site is currently improved in the 100yr flood zone with various structures and high ground-water.Due to to this,non-traffic rated low profile infiltrators are required for the sanitary system along with a proposed retaining wall to raise the grade and meet groundwater separation requirements.The existing house and garage limit the areas suitable for the sanitary system to the front yard and does not leave any room for expansion due to the current driveway,which we have only minimally altered In an effort to maintain egress and Ingress for the property.The smaller lot and drain field means that 10'separation to the retaining wall cannot be maintained and a variance of Swill be required.Please note grading around the PSDs Is maintained around the entirety of the leaching field 3'from the edge of the system and the proposed retaining wall will be constructed of a solid pour concrete wall with waterproofing.We have chosen the smallest I/A tank for the bedroom count and kept offsets to the house,drainage,and property lines at the minimum requirement. Date Signature(s) Print Names)Thomas Smith & Hailey Jackson 1. TYPE OR PRINT LEGIBLY and submit completed form to the address at top of application. 2. REGARDLESS OF ANY PRIOR SUBMISSION,YOU MUST ENCLOSE WITH THIS APPLICATION a. copy of survey for residential construction, site plan for commercial construction, or map of proposed realty subdivision/development; and b. copies of all pertinent paperwork(i.e.,Notice of Non-Conformance or letter of rejection;estimate of cost to extend public water, etc.). 3. SUBMIT$990 FEE by check or money order,payable to `Suffolk County Environmental Health'.VISA& MasterCard are also accepted online. A non-refundable convenience fee is applied to all credit card transactions. Fee subject to change. RETURNED CHECKS AND CREDIT CARD PAYMENTS ARE SUBJECT TO A PROCESSING FEE. 4. YOU WILL BE NOTIFIED IN WRITING of the date, time and place for the hearing. 5. The hearing will be scheduled as soon as possible; however, all he a ' s s i b`-sed on a first come-first served basis. �.J JUL 1 qn% Southold Town WWM-061 (Rev. 8/5/21) Board of Trustees _ __ ® SYFO(�c ; O C 2 ZONING BOARD OF APPEALS ® EC E � Y (5 2 Town of Southold MEMORANDUM VAR 2 6 204 To: Glenn Goldsmith, President, Board of Town Trustees Southold Town Board of Trustees From: Leslie Weisman, Chairperson, Zoning Board of Appeals Kim Fuentes, Board Assistant Date: March 26, 2025 RE: REQUEST FOR COMMENTS ZBA#8011 Thomas Smith, 3121 Oaklawn Avenue, Southold SCTM No. 1000-70-6-10 Attached,please find is a copy of a ZBA application which results from a Notice of Disapproval that identified multiple variance relief required to legalize "as-built" demolition and reconstruct a single family dwelling, to construct a second story addition to an existing accessory garage, and allow accessory structures to be placed in the side yard. According to the applicant, the dwelling, currently in FEMA AE Zoning, will be raised in order to comply with FEMA regulations. Enclosed is a site plan prepared by Jeff Zahn,Architect, last revised March 10, 2025. We are referring this application to your Board and requesting your comments. Please let me know if you need any additional information. Thank you for your assistance in this matter. Encls.: Notice of Disapproval Amended March 13, 2025 Copy of ZBA Application received March 3, 2025 Site Plan prepared by Jeff Zahn, last revised March 10, 2025 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:February 24,2025 AMENDED: March 4,2025 AMENDED: March 13,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit: to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations to construct a second story addition to the existing accessory garage an accessory pergola accessory outdoor shower and accessory hot tub at: Location of property: 3121 Oaklawn Avenue,Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built"and proposed construction on this nonconforming 6 953.31 sq. ft. lot in the R-40 District,is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear ard setback of 11.8 feet and lot coverage at 24.6%. Additionally,the proposed second story addition to the accessory garage,hot tub,outdoor shower and pergola are not permitted pursuant to Article III,Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The accessory buildings/structures will be located in the side yard. This Notice of Disapproval has been amended to reflect the revisions shown on the site plan received 3113125. Authoriz d Si re 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. TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 24, 2025 AMENDED: March 4,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3, 2024 in conjunction with BP# 51210: For permit: to legalize an"as built" demolition(as per Town Code definition) and reconstruction of an existing single-family dwelling complying with FEMA regulations at: Location of property: 3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 6,953.31 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback of 11.8 feet and lot coverage at 21.9%. This Notice of Disapproval has been amended to reflect the revised lot coverage calculation shown on the site plan received 314125. Authorized Signature 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. Glenn Goldsmith, President q S®�� Town Hall Annex ® 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric S-epenoski 4 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APR 25 2025 ' This Section For Office Use Only Southold Town Coastal Erosion Permit Application I Board of Trustees Wetland Permit Application - Administrative Permit Amendment/Transfer/Exte sio Received Application: Ll Received Fee: $jj XV73w Completed Application: v Incomplete:- &/.1V S SEQRA Classification: Type I Type lI Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: _Date of Inspection: aS Receipt of CAC Report: Technical Review: Public Hearing Held: /.3ms- Resolution: Owner(s) Legal Name of Property (as shown on Deed):'�MaS S(+k 0 V1 e-f1 ri + ✓,JiM Mailing Address: 3 toy 1 Gok lai uo AC, -7©1J 7 no /d N Phone Number: �/7 - � -7- L1 S.,2 0 Suffolk County Tax Map Number: 1000 - -7 0 "/0 Property Location: !a 1 L1,✓rj �r✓ SO NLI 1 a 7 r Y ALA (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): AJ Mailing Address: _liq Phone Number: Email: -7)30 4 4 3121 Oaklawn Ave - Project Description 70 Two sets of plans have been submitted: -Phase 1 -Main House: Identical to plans approved by Bd of Trustee in 2024 except for the need to do further demo and rebuilding. See belowfor details. -Phase 2-Garage/Pergola/Outdoor Shower/Jacuzzi/IA System: Explained in detail below. Prior trustee approval was granted on 8/14/24 to do a very significant renovation at 3121 Oaklawn Avenue on Jockey Creek.A building permit was also granted and work commenced in December of 2024. The renovation was intended to be less than 50%according to the town guidelines. When the demolition process began, it was very clear that the scope of demolition and rebuilding would have to extend beyond the original plans. The entire roof was found to be structurally unsound and the same was true of most of the exterior walls.Adding 30+new windows and all new doors and at the.same time having to extend the height of two exterior walls to accommodate the new windows made it impossible to keep much of what was their previously. The main house project is identical to the first Trustee submission in 2024 except for the fact that additional demo and rebuilding is required.The amount of demo and rebuild is now closer to 80%. There is still no change to square footage, no change to footprint, no change in setbacks, no change to#of stories or height,and no change to number of bedrooms(2)or baths(2). To stay consistent with the character of the neighborhood and not overbuild,we decided to essentially rebuild what was their previously. The rebuilding includes new exterior walls, new roof, new windows,new siding, new doors, new gutters, raising the perimeter of the roof to accommodate larger windows with transoms, new trim, new stoops, new chimney, new storm drainage pool etc. The interior will largely be new as well... new HVAC and hot water system, new electric, new plumbing, new bathrooms, new kitchen, new doors, new flooring, and new gas fireplace. I have submitted pictures of the house prior to construction starting. I have also included pictures of the house as it currently exists today—partially under construction. Lastly, I have submitted. pictures that reflect how the house will look once all work is done. You will find that the house looks the same from a size standpoint, but just about every aspect of the house will be new. We did all we could to make sure it fit in perfectly with the character of the community and added to the appeal of the Jockey Creek neighborhood. We have also added a few new items to the project. They include: -Unfinished second story added to garage -New pergola -New outdoor shower -New jacuzzi. The information below was submitted as part of the ZBA submission.When reading this information,I think you will find that the environmental impact of these minor additions is insignificant. I also want to highlight the significant environmental improvements we are making as part of the project.There is clearly a substantial"net benefit"to the environment and the neighborhood. The environmental improvements include: -Removal of 50+yr.old concrete block cesspool system located just 20 feet from the creek. -Installation of state-of-the-art IA system:(detailed plans already submitted to health department are included in application) -installing storm drainage system -Lifting house per FEMA AE6 guidelines -incorporating non-turf area representing 90+%of property -Move overhead electrical service from Oaklawn Avenue underground EXCERPTS FROM ZBA SUBMISSION: PROJECT SCOPE -Main House Construction: Main house project scope is largelythe same-no change in house size, square footage,footprint,height,stories or setbacks. No change in#bedrooms or#baths(2/2). -Garage 2"d Stork[:Adding unfinished second story to existing one car garage for storage purposes. No change in square footage or footprint.The new height of 20 feet will feel like a standard garage height to immediate neighbors since their homes sit 8-10 feet above garage grade level.The side yard setback moved from 9'5"to 61"due to exterior stairs. -PropertyAdditions: pergola,outdoor shower,garage stairs and jacuzzi (further details below) UNIQUE PARCEL -The challenges associated with my parcel are unlike any other parcel on Jockey Creek. The average parcel size of my 8 closest neighbors (4 on left and right of me)is 11,352 sq feet(.26 acres). See attached aerial photo for homes included in my analysis. My parcel is only 6953 sq feet(.16 acres). My parcel is 39%smaller than the average. I have the smallest parcel on Jockey Creek„and it obviously puts pressure on setbacks and lot coverage. Because of lot size,my existing,tiny 1203 square foot house and small 300 square foot single car garage cause me to already be at 21.9%of lot coverage. On an average size parcel(11,352 sq feet), my lot coverage would be very low at 13.4%. It is my very small parcel that makes everything challenging. The average house square footage for the same closest 8 neighbors is 1450,compared to my 1203 square feet(17%smaller). Lot Coverage Change: -Main house and garage construction will not impact lot coverage of 21.9%. Proposed lot coverage increase is only.190 square feet.This small increase is associated with the following minor additions. -Pergola(100 sq feet): -Outdoor Shower(would not contribute to lot coverage if at grade level)(24 sq feet) -Landing associated with exterior garage stairs.(14 sq feet) -Jacuzzi (52 sq feet):Above grade, located outside FEMAAE high-riskflood zone and complies with FEMA height requirements. -Lot coverage moves from 21.9%to 24.6% -On a parcel of average size lot coverage would move from 13.4%to 15.1%. Lot Coverage Increase has little Impact on neighbors The unique aspect of my small parcel is that there is no neighbor to the north(Jockey Creek) and there are no houses immediately to the east or west. Neighboring homes are completely behind (south)my parcel. I also plan to add a fence and create a natural privacy buffer on my southern property line. The minor lot coverage additions listed above will not be visible to my immediate neighbors.All proposed changes will also enhance the surrounding neighborhood. Setbacks -Setbacks are always a challenge with a waterfront parcel that is only 6953 square feet. Nothing can comply with rear yard setback guidelines because there is almost no rear yard.Setback challenges for the pergola, outdoor shower,exterior garage stairs and jacuzzi are consistent with the parcel. It is not possible or practical for any of these items to be in the"rear yard",which is very small. it is most practical and preferred that these additions be in the side yard furthest from I the creek and any wetlands from an environmental standpoint. It is also important to highlight that these additions will not be visible to immediate neighbors once a fence and natural buffer are added. -Pergola:setback consistent with main house -Outdoor Shower:side yard 87' -Garage Stairs:side yard 61" -Jacuzzi: side yard 5ft Second Story Garage We considered adding a second story to the main house. We could have doubled its height, but ultimately,we decided that the same size single-story house was more in-character with the neighborhood. Instead,we chose to add an unfinished second story to the garage for storage purposes since the main house had limited closets and no storage space. Regarding the second story, I want to highlight that the homes immediate south of me(70-6-11 and 70-6-11)to whom I sent legal notice of my proposed work, sit 8-10 feet above my garage.A second story will not impact them.When we told Clear Water(IA Septic Company)that we may at some point want to have a bathroom in the second story of the garage,they advised that we add it now,since it would impact the IA system that they design. Clear Water said my parcel is incredibly difficult from a system design standpoint. It will require multiple variances from the health department. They strongly advised that we install a state-of-the-art IA system now. Do all the work now and never have to upgrade it.This includes adding a'/z bath in the garage. Environmental Mitigating Efforts(cost of approximately 100k) I'm seeking a modest increase in lot coverage(190 square feet)and relief on setbacks that have no bearing on my neighbors, but at the same time I am making several very positive improvements to my property that are great for the environment. -State of the art new IA system: Replaces a concrete block system that is 50+years old and horrible for the environment. Preliminary plans submitted to health department. They are partof my Trustee application. -Water run-off drainage system: No system exists today. See plans for details. -FEMA compliance(lift house per plans): Not compliant today. See plans for details. -Extensive non-turf buffer: Does not exist today. -Putting electric service from Oaklawn Avenue below ground: Does not exist today I TOWN OF SOUTHOLD' BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:February 24,2025 AMENDED:March 4,2025 AMENDED: March 13,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit:to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations.to construct a second story addition to the existing accessory garage.an accessory pergola:accessory outdoor shower and accessory hot tub at: Location of property:3121 Oak-lawn Avenue.Southold,N`t' County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built"and aronosed construction on this-nonconforming 6.95131 sq.ft.lot in the R40 District.is not permitted pursuant-to Article XXIII Section 280-124.which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback.of.11.8 feet and lot coverage at 24.6%. Additionally the proposed second story addition to the accessory garage,hot tub,outdoor shower and pergola are not permitted pursuant to Article III.Section 28045.which states accesswv buildings and structures shall'be located in the required rear vard. The accessory buildings/structures will be located in the side yard. This Notice of Disapproval has been amended to reflect the revisions shown on the site plan received 3113125. Authorized Signature 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. L ITFUver ENVIRONMENTAL Wiring Instructions Chase Bank 270 Park Ave NY,NY 10017 A T / 1-800-935-9935 Clear River Environmental Service Corp. Routing Number 021000021 Account Number: 669579729 Address: 847 1lth st Ronkonkoma,NY 11779 The ClerarRiveY Family of Companies: •A-1 Sewer&Drain •Ray's Cesspool Service •Priority Cesspool Sewer&Drain •East End Cesspool Service •Fast Cesspool Service •Bill.Mallins Cesspool •,Fraser Cesspool •Emergency Cesspool,Sewer&Drain 84711'h Street Ronkonkoma,NY 11779 27 Service Rd A,Calverton NY 11933 631467-5447 631-298-7749 ' Fidelity National Title Insurance Company of New York TITLE NO.08-7404-72349-SUFF • SCHEDULE A-1(Description) i AMENDED 09/19/08 :. BALL that certain plot,piece or parcel of land,situate, lying and being at Southold,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: ' 'BEGINNING at a"concrete monument set in the southeasterly corner of premises herein described; said point being at the ' division line between the northeasterly corner of land now or formerly of Hammesfahr and the westerly side of land now or formerly of Wheeler; THENCE South 75 degrees 35 minutes 50 seconds West, along land now or formerly of Hammesfahr, 74.71 feet to a 'point; - THENCE North 13 degrees 31 minutes West still along land now or formerly of Hammesfahr,55 feet,more or less,of the, ordinary high water mark of Jockey Creek; THENCE Northeasterly, northerly,easterly and southeasterly along Jockey Creek, 120 feet, more or less, to land now or formerly of Wheeler; THENCE South 07 degrees 18 minutes 00 seconds West along the last mentioned land, 70 feet to the point or place of BEGINMNG. ! TOGETHER with a non-exclusive easement-, lb feet in width for ingress and egress crossing other land formerly of Rassy,later Hammesfahr andlarid-now or formerly of Henrbas to Oaklawn Avenue. i i THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY:Together with all the right,title and interest of the party of the f rst part, of in and to the land lying ; in the street in front of and.adjoining said premises. SCHEDULE A-1(Deseripdon) Board of Trustees Applica �n GENERAL DATA Land Area(in square feet): Area Zoning: ' `? Previous use of property: St 4LL d lr`011 1LY<Ct Intended use of property: S m c- Covenants and Restrictions on property? Yes V/ No If"Yes", please provide a copy. / Will this project require a Building Permit as per Town Code? \0 Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. / Does this project require a variance from the Zoning Board of Appeals? V/ Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? _ Yes No Does the structure (s) on property have a valid Certificate of Occupancy?��Yes No Prior permits/approvals for site improvements: Agency ) ( o I d rUSt- ��S ate I Ll Ll �.:3t� i �ni ialUPt. �p�Jrov�d 0.5'rY1a� o� �e'.�� ti1CCS�"l. C�c�� rl oT r�tt� YeGvi r� �:a; or1LLL c6_✓v� rere 6vi l�. >Ste'/ ate hou�2 Rya j ec-� i S .-4xt&"Vyk try I - r"rt r l-!�,` Viet c STorrad Se-160.0 1.4 C.Ver ate+®i.f r�3�� Se core 5�7► No prior permits/approvals for site improvements.5 r�3-P r f y- 4�� ' c�a JctcvzZi.�e--e a' c j wr; e-�(� Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide tion explan aa:-Tyrr�dff�d' �1 1W �,o� i Ss d i=�f 1� v��us�� y M60,0+- a't✓1/l_O iJ-A.'�.a�(C S L)'��, Ur o'I dj'll o✓1 a"i-" tl% W GY,- o,r� i'ssye 1 QL,-s oI n ro � �e 6 r fir, e( c J(VC, zSf". Project Description (use attachments if necessary): �� a C�r t��CY� fry, o� Board of Trustees Appiic�- on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Gf'fCcz o O� ��C- trC MI J- 7"rl yes J10 1 LI� /�Ilcy� C rt Ji&4 �FMdJ n d 0(r7 V/7 ninfJ/Vd ��Cond S 70 �C Gd +/1 /�2i' IOC a({ �p��SlvrLre/d IOtGtJZZf Glf t-o"vl i Area of wetlands on lot: 0 square feet Percent coverage of lot: y, & % cue-g"' R 1.9-0 Closest distance between nearest existing structure and upland edge of wetlands: 37_4:2 feet Closest distance between nearest proposed structure and upland edge of wetlands: 3 7.L/;, feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? 3 cubic yardk How much material will be filled? /3 5- _cubic yards UJ Depth of which material will be removed or deposited: feetC �r�� oUsrt crc ,1 s fe-eL) Proposed slope throughout the area of operations: A10 s/'gc�' Manner in which material will be removed or deposited: 1 r CCrf �� ra vt r �, �� d 4-4 ,emu //10VJ-1 Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if( d fir appropriate): ,, f .4 .. �rO GtrcC . 6vcc-� d a vt 'C' C =e "'d a S(- m 4 f-krM J n)/a s she M � C-le'Jill, is ev CP 6LtJ-2. W i t l LQ- Vim✓ ' Board of Trustees Applica' `-:)n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: e m.o 4 rel u i d o e F-1A e 3 S re\1e ou SL Yowl4 0\JC I r000Ja4t,_, <5a'!., Orl u CLWo ta �o✓ -1A o✓i o k,,vn,. re vt re ww L v J'i ?2 !- oy6. fNi-YY� �4C1iVl�dYyl� Gtv� ��i�V1fs �JOVYvtQ S; . - P� c}�Q--�G�C-�Ccf_ �tn�Gt d v�; Z .11 ry rtira a aJuAl(af o 4l-oa' SJLJ� evn'A gCuZ2i • iy"lo- or V2)yr rve yl 6�� 0rev S o�G y 5 v {wu c - � ey �vJrvt— ,,one Are wetlands presenthin 100 feet of the proposed activity? No ��Yes Does the project involve excavation or filling? No V Yes If Yes, how much material will be excavated? �J� (cubic yards) , SAS How much material will be filled? (cubic yards [)vrve--� hou`� e-f�/ Manner in which material will be removed or deposited: M I✓t I e Cave f.�9 i<< L(� �� lyt64 Co✓� "l J fvtG ��1 PYZ G/ k a-"IJ/o),- 9rolVe-l 0)i ai4d to auJ-c J-l0 Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) ivt dia. S —M� --'�e iec� , Vt A10 e O V(/ 3 rl M e-41 `. 7—h-e— =fI G�-f G�rpGt en vt ro,-ww ew� w f/ a C74edlqll Lnekr f'1 n ii� o m r So r <)l JI-A dKa I r7 a'�e -k 01�Z 1 Lie are ali-o Lt�alatcl;-'0-7 ��'6 '0/d , d)'1a-'z?1J,14JX0uJ--L 4-/-Lzl�- Wig,r 4-1tlre i Glenn Goldsmith, President ®f ®U-� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765 6641 gY 7-r2r sr6jr ct,W-c BOARD OF TOWN TRUSTEES A-FIVX T-KaS� RAW TOWN OF SOUTHOLD 4 f9tvt-70 W 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOL.D TOWN CODE I (We) „is The owners of record of property at: , in the town of New York, SCTM#: 1000- in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Signature of owner of record Signature of owner of record Notary Public This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. Board of Trustees Applics' `on AFFIDAVIT /(af/ 41 BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS I & DAY OF �� , 20 �S Notary Public MARA MZONDERMAN Notary Public-State of New York NO.01ZO6370215 Qualified in Suffolk ou ty My Commission Expires APPLICANT/AGENT/REPRESENNATIVE 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, 1—f 6L i 1 i® lit S ��i� ^�en (Last name,first name,ipiddle 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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring. Exemption from plat or official map Planning Other (If"Other',name the activity.) 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,iilarriage,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 V 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 than 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—, S day of AD 1 20 a Signature Print Name '—[�ow el S Sing t 4--A Form TS 1 Glenn Goldsmith,President ,�pC0 Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski C3 P.O. Box 1179 Liz Gillooly Y l Southold,NY 11971 Elizabeth Peeples 'y p� ! Telephone(631)765-1892 Fax(631)765-664.1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS 70 - 6 - la Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https:Hsoutholdtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment-Roll-."- This will take-time.to-download as.it is a4arge pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted,to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven, days before the hearing, just leave it up through the day of the hearing. You can take�it down the next day. B, d of Trustees Applicatior PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTSS APPLICATION NAME & SCTM#:^I larvLCLf 0w1d NAME: ADDRESS: (O<�O r 70 ^ ~ 10 pore 11i _Tr aZ3S 43 =�1 E __ 0 I - --- ! f A U G 6 2025 iJ pi I � Southold Town STATE OF NEW YORK Board of Trustees COUNTY OF SUFFOLK IhorvLa'P J-M' 4-L , residing at 3 la ©G.06.000 Ave- 'So" `�k1 N\� , being duly sworn, deposes and says that on the ` day of_ AVAq t1,.P� , 20 c,7 S , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold(; that said Notices were mailed at the United States Post Office located at �10 1 Y-ayQ Ief ArtL+ E So `�® �d NY J 19-7( , that said Notices weit'-•mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this LJ Day of , 20�_ RACHEL CONRAD Notary Public-State of New York NO.01C06288754 Qualified in Suffolk County My Commission Expires Sep 9,2029 Notary Public �f e � L Le of-V(at j,) &e- . f �Icoo_ 10- o) Postal RECEIPT ,`r•. COm Domestic mail only = Ce Fxtrtified Mail Fee t$c•30 ��,"�� IlJ $ d. An 'rI�G� ra Services&Fees(check box,add ree j ffprfft fte) r-'9 ❑Return Receipt(hardoopy) $ A CJI ❑Return Receipt(electronic) (�v('P 0 ❑Certified Mail Restricted Delivery $ r1 r ®� ❑Adult Signature Required $ SA ice_ �y J a ❑Adult Signature Restricted Delivery Postage M Total os a and Fees )1 t /-f17rj $�}��.�� frU Sent To �lYl S N street andApt:No.;gt Pd&z�fo: ------------------------------ A -------- ---------------------------------- City, ate,ZIP+ rQQ LIAJ JJy o2`S :•r r rr •r�•,. Domestic mail only FrU ■ • o -13 t] �C� a � 1 L � I�� CO Certifled Mail Fee 5. k �' 3ll ru $ iI .,,". �u F Extra u Ices&Fees(checktiox,edd ree r te) �'f�� 1j� G 6 2�25 r� ❑Return Receipt(hardoopy) $ +°''� ��aj J 0 ❑Return Receipt(electronic) $ il Postmark 9! p ❑Certified Mail Restricted Delivery $_ )i_I i l g., AUG _5'1� k CF ❑Adult Signature Required $_ :x t r ,��r�:; +l l Southold Town ❑Adult Signature Restricted Delivery$ a•�, S i Postage Board of Trustees fatal Postage and Feesi5!ly- f 1111 oG�T r�" RJ $ To o O1YtooYL -Cs.%o�'o i YY(Li'r $treetan t.. orPll xN------------------------------------- -------------- 3 Iv 1 ----------------------------------------------- City, fate,Z 4� c/"7 A f� f q 7 O o l Glenn Goldsmith, President) ®� s®U�� Town Hall Annex ® 54375 Route 25 A.Nicholas Krupski,Vice President �® �® P.O. Box 1179 Eric Sepenoski 9 Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®lycoum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD . PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, AUGUST 13, 2025 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: THOMAS & JENNIFER SMITH LOCATED: 3121 Oaklawn Avenue, Southold. SCTM# 1000-70-6-10 For a Wetland Permit to demolish the existing one-story dwelling and construct a new one-story dwelling in-place consisting of raising the existing foundation ±16 inches to meet FEMA compliance, and backfill inside entire foundation with compacted clean fill; construct a 1,203sq.ft. one-story dwelling with two 19.5sq.ft. stoops and one 15sq.ft. stoop; remove existing septic system and install an I/A OWTS sanitary system with 42.29 cubic yards of clean fill and a retaining wall enclosure of a OXH x 20.51 x 8"W section, a 1.1'H x 4.31 x 8"W section, a 1SH x 22.11 x 8"W section; relocate 20 L.F. of Belgian curb; existing brick walks and patios to be removed and replaced with concrete pavers and permeable stones; install a stormwater drainage system for the dwelling and garage; for the existing 12.5'x24.5' garage and to construct a second-story addition with a,% bath, a 3.6'x6' second-story balcony and a 13.2'x3.6' exterior landing with stairs to grade; install a 4'x6' outdoor shower off garage; construct a 10'x10' pergola; install a 6.8'x7.9' jacuzzi on an elevated berm that sits 33 :inches above current grade; remove existing retaining wall behind garage and construct a 261 x 33"H x 8"W retaining wall; install underground water and electric; and to establish and perpetually maintain the entirety of the property except for a 380sq.ft. area be a non-turf buffer area. NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: THOMAS & JENNIFER SMITH SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, August 13, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 1 } , 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully 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 1 -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): 1/1' ( f !f Sc Cs�sal rl Vf_L. S 1,0 0 4 j O ('� b Brief Description of PrPposeid(Actin L i l P_e n C) C.t/✓i !" �7 v i t c3 c� e�C i'S'' ✓1�j �o V j J r,—1 � c� i �`eCOI G't .SOv �t I J 0 3 . �-4 f�5 o c.�Lo z L in rvtA�.�p�J l�Gu 6- S�. �2 , �r 14, ��c�t� n�i C ST✓� ' t1 ✓ S tir . S 0I u V.1; ll �Q vvl ✓�i J�'�, � il-� 5 �yyt S�rna c�.r ra In S ,y4en2 el", a�,� �v�e d��rr-�vi Name of Applicant or Sponsor: (� elephone: 9 1-°7, 2 27-'IS,?p �t�t12CtiS JC'.Yt�lt 'S' t�'� E-Mail:—I'�tomaS_Emi-�ke3W'i5SrL'-gym Address: 301 CKD vj i e City/PO: State: Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? El 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. 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: ,—,( ❑ -lam - � - 'l t r i S c�;GTi a� R,I 1rPc� re ire u 3.a.Total acreage of the site of the`` roposed action? acres b.Total acreage to be physically disturbed? n O acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? , / acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑Commercial LI Residential(suburban) El Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Pagel of 4 5. Is the proposed action, I I' 1 NO YES N/A a. A permitted use under the zoning regulations? au4 ez� J 2-aA-nr CLt 41 ❑ ❑ b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 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: V1 ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I YES ® ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ® ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓❑ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10/ El 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ Ef 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ICJ C;.Q ,3A SOJ4'r't.—IDtFbns ❑ abkvLcw 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? 0 ❑ b. Is the proposed action located in an archeological sensitive area? ® ❑ 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? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Fv� ❑ If Yes,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 LA rOR '0'--1 ToC_ 6re-e.1C 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? 2 ❑ 16. Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes,a. Will storm water discharges flow to adjacent properties? EZNO ❑YES W ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly des ribe: ❑NO [ YES N v� So>'Yil s I I e d 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)? If Yes,explain purpose and size: ® ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponso name: 6 YK6CS J P4--7yl X), i Date: L{ GiSS Signatur 11 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 I. Will the proposed action create a material conflict with an adopted land use plan or zoning El ❑ 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 El ❑ 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 occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? El 0 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 3. 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-term and cumulative impacts. ❑ 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. EICheck 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. Town of Southold-Board of Trustees Name of Lead Agency Date President 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) PRINT Page 4 of 4 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. 2. Before answering the questions in Section C, the preparer of this form.should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant icant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, 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# /0010 - -7 0 0 PROJECT NAME 0a U,'U,1,Q Aft bemo J &_Li The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. 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) (c) Permit, approval, license,certification: Nature and extent of action: Zu\ n r�� c( r 31a I c�w1�IN �o c : r}ev�� tee - ��, Zn�rS Gt✓ ��'�o( o �a✓ �rcnit�cc.�z irn. vevn�, /a' J evf 0 ro m nllove S-o 'l-of C"")I-qcr° - k SqJ{t'r�J � �� Zl�l.�' J slue/ el- ¢"�:vt, �r`�.�rriP� czdJ �or�c C44tvr�v S Jkl`l '1 r1an --k'/ tl�e,, Location of action: Site acreage: Present land use: si vt Present zoning classification: 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: VAVA tt� (b) Mailing address: 3 l a j oa- k- "J p4le- , /J pi (c) Telephone number: Area Code( ) (d) Application number, if any: bq Will the action be directlyundertaken,require funding, or approval by a state or federal agency? Yes ❑ No[;Jr / If yes, which state or federal agency? /� ff IJ 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 LWIZP Section III—Policies; Page 2 for evaluation criteria. [JYes ❑ No Not Applicable ud e tom,' - Ge ,0 e'& rt'�i- a h 8 j� o lJ _ Vey- ur� i i 1 en vIY,0r?M 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 1Z 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 (A f i t O O c t I ki two i� ra vt a,-r (All' ba4Ce VI JIt CAI 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 ( piG c� GQ r�Jov,�cP G p Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See L"W Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable p rvr 4\-j« >S b u r o (` ,ic-e , 6 wr v 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. ❑ ❑ z rJK Yes No Not 1,�,,. °livable a G7 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the 'Town of Southold. See LV*RP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No g Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVV" Section III—Policies; Pages 34 through 38 for evaluation criteria. k&es ❑ No ❑ Not Applicable ew Tip S 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. ❑ YeF—] No Not Applicable Attach additional sheets if necessary WORIEtG COAST POLIC°L Policy 10. Protect Southold's water-dependent uses and promote siting of new 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 u Not Applicable ` 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 ❑ No[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 `� 6 6tZ TITLE �W�'✓ DATE J Glenn Goldsmith, President ��®F sou� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski 4 r -- Southold,New York 11971 Liz Gillooly Elizabeth Peeples � ® � Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD OTHER STATE AGENCIES YOU MIGHT HAVE TO APPLY TO N.Y.S. Dept. of Environmental Conservation (DEC) SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 (631) 444-0355 Wednesday & Friday only during the hours of 8:30a.m. — Noon & 1p.m. — 3p.m. Email: r1dep _gw.dec.state.ny.us Suffolk County Dept. of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 (631) 852-5700 Email: WWMCaD-suffolkcountyny.gov U.S. Army Corps. of Engineers, N.Y. District Attn: Regulatory Branch 26 Federal Plaza, Room 1937 New York, NY 10278-0090 (917) 790-8511 Website for applications & helpful information: hftp://www.nan.usace.army.mil/Missions/Regulato[y.aspx N.Y.S. Department of State Division of Coastal Resources Consistency Review Unit One Commerce Plaza 99 Washington Ave, Suite 1010 Albany, NY 12231-00001 (518) 474-6000 Website: www.nyswaterfronts.com m r Glenn Goldsmith,President ®f S0 Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski aw Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765 6641 UN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL CONTRACTOR LICENSE Effective as of January 1, 2018, Southold Town Board resolved to adopt a local law entitled: "A Local Law in relation to Amendments to Chapter 275, Wetlands and Shoreline, in connection with Coastal Contractor Licensing". A Coastal Contractor License is required for any work which is done in and around wetland areas which requires a Wetland or Coastal Erosion permit. A copy of the Adopted Resolution as well as a copy of an Application for a Coastal Contractors License is available on our Town website: hftps://www.southoldtownny.gov/391 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. z6880. . . . . . Date . . . . . . . . .Feb.* . .4. . . . . . . . .. 19.76 THIS CERTIFIES that the building located at R.x a 4.. F,,l.5. Caclawn•Ave. . Street Map No. .=. . . . . . . . . Block No. . .X. . . . . .Lot No;= . . .5P.utb01d . .F J t . . . . . . . . . . conforms substantially to there r .tee t f , o :� 1 d �e�. n tou 'r code built dated . .be—fue. Apr. 23 . . . ., 19.57. pursuant to which e �f ate, ofo occui:ancy 1NV zb880• - dated . . . . . . . . . . k'eb.. . . . . . 19�b. ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .Ur4..vate. one. f�,� ilv. .dve.i.ing .with.acge ssory. ga.rq.ge.,. .GiQp)[, . 3. �pilings f some chain lints fencing in rear yard, post & rail fer-cing on waterer--; The certificate is issued to -Abram .Berlinger .&.Elan -0-1Suili-van• owner-a Bu3kheadling of the aforesaid building. (owner, lessee or tenant) Suffolk County Department of Health Approval .pre—exist-ing• . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . .pre-axis.ting. . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER. . al-4 5. . . . . . . . Street . . Oak lawn .Ave. . . . . . . . . . . . . . . . . . . ... . . ... . . . . . . . . . . . .� M . . . . . Building Inspector �' pF SD � � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 '� • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Thomas &Jennifer Smith 3121 Oaklawn Avenue Southold, New York 11971 - YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3121 Oaklawn Avenue, Southold, New York TAX MAP NUMBER:'1000-70.-6-10 Pursuant to Section § 144-8 A (1) of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond the scope of Buildina Permit#61210 issued 9/23/2024 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When all changes have been approved by the Town Trustees and the Building Department. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAIN MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: 2/7/2025 ��S4L ohn 41 Jar ki eni Buil in Ins ector IT SHALL BE UNLAWFUL TO REMO TH S TI I OUT WRITTEN CONSENT OF THE ISSUING AGENC