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HomeMy WebLinkAbout1000-70.-4-1 OFFICE LOCATION: _ MAILING ADDRESS: Town Hall Annex - P.O.Box 1179 54375 State Route 25 :; Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) G •. Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 16, 2024 Re: LWRP Coastal Consistency Review for STICKS & STONES OUTDOORS, LLC SCTM# 1000-70-4-1 STICKS & STONES OUTDOORS, LLC requests a Wetland Permit to renovate the existing two- story dwelling; demolish existing detached garage; construct a ±210sq.ft. one-story addition with roofed over front porch, and a 730sq.ft. attached two-story garage onto north side of dwelling; construct a 1,302sq.ft. seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side, and two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly seaward deck to remain; abandon and remove existing sanitary system and install an I/A OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment area, A/C pads, generator pad, and propane tank; and install a 975sq.ft. driveway. Located: 3995 Wells Avenue, Southold. SCTM# 1000-70-4-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP. 1. Require a vegetated buffer along the waterfront, excluding access path to the dock. 2. No RCA fill or mixed RCA shall be used in the project to meet Policy 6. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Ir"a.I � I .1�f�Vi-,-A,.NIi;k1�,,:ecrCi%,%.,14�,,.1��l��;:.l.�I��v'1,A�:,;l-­1.'_�,w�1,;$,i4,�AY­§.., r� .1-, i,1;�1,,,,4,v 1,��-�F�E ',� �1. .1�1 �.`','"�._,,"I,X,;..� `"�,,4�,'.1�1�­"1.N" ,�1­1,..,,­�3�-,­ ,"�% b -,,- X�%�. -�,'! e",,, ' ',��.-,­.".�,1�,, , '.,,;!1,.1"e—�,-�,.,_,­�,.," � 0­,11,-�.,e11."-,'�-_,',,��.t�,.', ,, �'��-1�e"",,;,e _�,!",-�,' Z�1� -�l,'� X�e4,i­e"IC,,."­teI., ,,�,," .l �",� !��1'" ,, , , , l, .~,,., � I,'.�-.,,t ,,', ' 11,. ,,,_;:11, l �"�,,",,�.1 _-' e {"',:.��� ­ O_ ,­''n` , ,-.. ..'� I. ,.���­� - .'� ,I � � � . � A'�e,-�I , '. -�--1��1I .­. ��-,'T 1, f , �1 -,, ,­e ,�1 , ­t�� � ,1 , _ .,u ­� , ��1 � I?_i`";;-_-I,-"'�r,..,�� I �-, � ­ � �,-", -�­ ' ! � , � ­ , - �... _l­ � , ; ' �- "j , �,. ­ i, z , -,�. ' .. � � .� - '1 i..d, � -�� .1� , I,I e� '-' `..��. - , -a• > "k ," "1­_�, i }`I- y , l k � �W 3 ,,. �. . e1 - . ' I m,U"ea­y­­ , A�� i� Z1 ) � IT -, l I � i ,1­ " �l V � , ,iliTow,n Of Southold,, .� ,� � �I, � "� �,—', t �� , l !" i� � � � ,,�)���FW�� j ­4 ",,,� ll % 4 �,, � � _ ,� 'i� �I " f ,, ­ - 0j , �,���� il " ,, "d;� ���iXI,1, , }LWRP-CONSISTENCYASSE ' 1 " E&O � j � � � � ,� ­� � , �' � � � l "A., INSTRUCTIONS South6 � , *vn �1,,N�" � f , H � � � +� ;� " �,2 k " j _ , � �� plbohil§�866 "�­, , j�­i 4i � �� j � , �4��,1 ,�a Y ,�, , "1 7f ­ �V 6 � lj, � �"" i , , � , 1. " 4 ��-" "­` " t­w'� A APp caftt94bf,pbrnift*� z �,Riwfi�of�S6 � 61A agencies, I W#Omtd tin§`CCAF for­F­,,_"x,,, U � �� �� s� ,��� ��, ; ,��� 1{ r, t ,� ���� �l � �- ," qk"�,�,T f , 1 n ­ ..- I--_�-,-,II, -y ,­ 1 � , `e�!, ;­'i,,,-�W C,L­ � �I V ..v,­ �:., R proposed�i6ti6fig� ate subject owiI iffibld-Wd eifibnt cobsi W 1 --,', ` 1 ­i ,, 1, k jj� ,.� ­'� i " ­ i ly R6v e �. ,ii�, z,asse_�ffibht:i§qlihtdide supplement` ,Ot k � "O1 on­u used a,TVm, f, oi&pldag Oy;� ` , .,T %a dethr ia on4ot,WnsisWhcy` *&cqptemiitirekenpt actions" ncIydiT9"BwId;ig­per ts ' and ministerial permits kd:QI�WnIi Coastal Erosion 0 " , 1 Before:Ar�" rn&the"qpis ons m,Sec don Cj'the"p qpi *'bfIW 9 form should'- " � �igeaexempt`' ,` . &,acfidh,Ii , �DIicies,and'dxphandtyons0f�each dT-OO­ 1 - 6`76 h` "86 61d, � k Wa­e "n1,ReviI izakdiP Program will` " 7 lk W�g�� -1�1 si�mT,fcant , w, 6Ih�I A rjkkOjj4Ai,,ff­ i�mpon"&eb "it���1 % � " A V 1 , " " ff:p*0,q ds ftbn.m Section-C this: _ affect the achievement evement,bf ­6­L7 1pobey" ­, r - ' .us. 6kck answer mInqtIW­` � -. I - "I'll, 6 999 1 . S ,an -"I'll , 1 14 stbfid tfink,Ba s. lf` action fbe�cei6h as Wiflfthd1 IT hCY­standards`�V" i ?­� con ons�i ,�AMhW1 ��A �W. �,.,, ,� N u­� 1 i,,r - � , A-copy-pf.t 6,LWR is m the following online at the T wn f i , F " il � 14 , ebk,te(§bfA &6*m. o thB6rk.fiet),%thd B6 d� Ts Office, the PlanningDepartment,,i "Z, 1669, bran&6`andIA6�T6wn,Cl6rk'g'6 & ?1 ,uS �_ ­ ,­ �­ fV ," " j - i ,, t' ESCRIP bkStrE AND PROPOSED-A ! S � _ , �� , "" 3AtZT &" , ��­,�" � �'�, ' '" e ­­� " , .,� � _ , ­ PROJECT NAME­Stibk 4Stohe� 0utdo6r�.LLC j R %, ­ i­ : lW The"App c hon"I'Upen submitted W to(check 4pp�ppn teesponse) Whis,,� t ,­ � ;I. 2 k � ", , � ?­ j'�i i " , , ­ ��T6*fi­Board " klannng;1 R �BAdIng"DFF R Board ofTrak R ,RL "" " � � ,�; " , , _ t "" Category19f.RWMpf Southold 4�m0�ktidn:(c &A�0 �pnq .re ponse) !„ ­ ,, � ,V � l ti � I � 2 ,,'�`� I A �qn mndeit&bn,&eddyl�bk"T6�,4k�ficy,keig.qOpA4 �"� � ee! � q�,"­ii, "wL, " i- land0R;3� h;:pl� "-_'activity, itt!flk ion;' - " 1­N` , " tiW,;' ,l W A }` " ?,,i I � % ,�-�, .X � i y s r R, (b F Ii11wsis 6e, jgrant,�1oanj'subsidy) , -, i p �NX �1 � ;��� ��� , fz F � �!�,-; ,� L�" j"� " � � <� �, ,�.� - lV, �:✓�2, ? IA., .' � ­ , e­N � �i,� - " " � "'" , , " � j, " ' , �� � -L, (0)"-�Ig,'-Pdrmt,, ppioval,, debbt2 deiffi6id&-�! " � � ­ � ! " }' , � 1 k� & �Q,e k ­ ,, � l4 1 �' , , ­ � ­ 1 P'YI[z '_Z"i,, " M,, �y k� ,�e,,- � " 4� , ih ("" l, P ," � � q�e , , Niidi6 Aexteut, t �6L � ' � � ­ � " -X( j, � ,�! , ; ;� � , ­ F " - , Ti6 �qq Palo � ko6dl�within patio% 6g �Y�l 'pi�yoqd d � � ,y Pau ,; S u , Y e,�_ y?, ,�>- � �� �,,j ,?�, 2 ��q , "� 4,� � � 4 , ",� ,�I , le;lI� �,�" �,,4� " I. �," 1­ j pprpx­210,SO Y 006h! i;Qr ,w"n� hside,,p&existing,d ftlln i' e o�exISt " ` IV , ) , -' f�,� 1;�-s ilK-,i _ V" -�l­ �" ;�T � _ ­11 , e4� , ,U4 ! " 1 -j " , n " , ;1 �� , " � Fe ,�7 1 ­ � '�. � PtN-,, ! -- c�"" ,P" :.,d, h �e'��­, �� l, " ",", � "S," � " ' " � ,i �"ti', 730 sgft attached garage to northside of residence with s"space 075i6ft bf, ppt�Itdd vOWay, n z , ­,'­ -"' e ,� _�, f 4O � � i - A� ,_ 4 ? , " " 1 �, �e� , , i : : , ��. 1 1- 1 . �t��1 I I1� ! "I . : i ., .,I i f T� n .R z c as C k t 1 € ce .} :.€k �" t,, } y r •d }S4 s �t s ":i ,5` �' Er a F, l 1 A. ) h i y 3 ,t $ V tx dtt,' , F Y�' v ,s a } <-T d M R g k i 'F a Wi; x r*� - t r r ^ to > e �.! Fe ay ,,2 y" G a �" Fr. ", T,4'�t:t<' t 41 s "it# 7 X t Y 4 € tY m i L<:g,y } .^ 3 ya'6,:r ,I� �+d?f°y; ;�- 'X m. U, z< 2 n�.. f t s 7 , F x�' s�, < - a s�v t L z.o� :s a ,. !h}'`6 F '} 1. s F I... t ; t ! \ t t ,k. t,F } nA " Location of amon' 3995' , N , t ;, f kcze n y a m r' "*£p y} }. r t '•v 1 4 i 4 a "� 4 t}' it M`h; t 4 n a q }`'. z r t'* tl xa'. j k t f- tr w s x 4'� e ° `? 22 099'or 5078 acres hi i , fis ,'�sk e� ,�' : Site acreage ' € < �M £h-'xq tr,k,c 'x 'i ,si'� ,'§v A i, y e ,a� s �. � z 3 wi �g �` Fyy A k �.-. } 5 S b 4 Y , `�4 r . =K Single Family Residence z ,t r Present land use h ' `� .e x _o S. i' : s A z r v rt` ¢x; E p� '., 4 - �. "}'r '� uxZ � 40 �, s t i s i '4 f r.a 'mat to x Present zoning classification Y R ` ` ° j ' i y y € o- a c� ,i? t } ,, r . s,- z rti..a,,, �, �i �n `S M r' t e a '` -', 4�}� ` e£' v,-i ,k. i n„' 1." A ,,_r ti, r a ; � � 4zx, '"- s'a a a M i i s.a x. x t2 If an application forithe proposed action has been filed with the Town 0f,86utholdtagency,;the following, . �« infotmation shall be proved ` x 5t , ' a- } r fled s i a :. a x i e,,, \ \i F i k i *y (a) Name ofapplicant x Sticks&Stones Outdoors LLC s € i x i., z- \ Y r t k' Y} ibr. , t f Y r;f v �)`Marlings Sticks& Stones Outdoors LLC f �F , ' 4 n�r�. s ;3 d y rb s py ,�' ,� y n �,d 4 } w. M � n 1 27400 R t ou a 48 Peconic NY 11958: A +0 5,t& v a t ,� 7 ii, .�, v rr x "Jo- ary € �t r Y " 'y F 'z .,,4 a k E t r G t r �> 631 445 5952 r w (c)� Telephone number �� y h. } af..a d k =- x F y Viols , a ,1. Sy n u t aS .'L.. , F r -ru r a` o f 4 ". Will the�actton be`directly uride �' dnig, appro eral ag rtaken,regzure fun or val by a state or fed `enc F 4. r k . . y ; r �1 `ice Xes No❑ If yes,which state or federal agency? NYSDEC a a " ,+n } s t. S e s it 4 IA } qn r .vl'v �i sf, nxx a s s > 'tr s s � � m` 1 'C , Evaluate the`project tolhe following policies by analyzing how the.'pro,ect will further support or iti not`support the policies Provide all proposed Best Management Practices that will further each policy. Z, Ip Incomplete,ansvvers will require tliat the"form-be retarned,for completion rc c X1 r DE�7ELOPEWCOAST POLICY x F Mg� F 'Fzr rA, x ( ' t .N } r r ` Y .1 1 �F3 J z r' r 4 a ur'"' Y s ror �,r t r ¢ s e x ` PoLcy 1 Foster a paitern of development in.the Town of Southold t6 enhances community character, � 4� presen!es open spacekrmakes,efficient use of Infrastructure; makes benef civil use of a coas#al�locahon and A +}v `k e F, x e r �'° a �r minil111Z8s adverse effects of development 'See LWRP Section III PoLcies•fPa a 2 for evaluation �' °,`*.s �.„S3, ¢ y i�, rr 4 � F" 1 q y 3 i x 7A g ',� f y. r e, xeniterla. Fk xM > i4 -...Y 7 C t 4 � ,3- tt , }- Lry "i 1 a, 9 A, 3 d` F 5{ - ` - hR - r} 3 d€1� 3+� v3� F r R t t� Ft �' A% ❑Yes No ❑✓ Not Applicable f _.:.s # t F r'k i _i t s }>; ti. t r F.,_ ``r S x .y £ ;iw ter , k A -,� f ,,,€:. J 'ti'z 3d 4 �' Fr :.2 } t t d t.:o �''}' l �F 3 '� ��ty z SS T 1 i < w § >Y o, v .w e ', "z rf 2 d ! a 0..9 S+ n ,,z3, ^TM ,>K: :c vC x '!q i ha Y A 11 s 5 z s _X S o "��. o e ..v. i.M , D `X b d r' �! a? s a c l k 'zx ✓ , Z'x a a �' "e s f AY ar 'F ^A 8 '. ..9R r c �:. 7 _ n Y S- e. n f a a a v 1at....,_ ,.„, h: ..a.�.`,w ...�_...:_ r ,, f„.,.; ._, t t r ._,.,., '. -r,., 1, e '.! x " .t a r + t�,` t {t `Attach adcht�oaalgsheets tf necessary " � ,i k if t ,4 , , , ` ° a i ,Li"-, 3�I 1 $6�4. .., Y�3e'� ,.,(5 )dk ,-r l }>F:. r t ; - Y >~ 4 ,rt r 5 r Y ��` :.f t ,M..'hip,is �A,^� \ h.,-.r V� Pohcya 2. Pra#ecfi and;preserve historict and archaeblogical'`resources ,of the Towa of,Southold. See �LWI2P'Sechon III; Policies Pages 3 throngli 6 for eval= onicriteria F # '` "+'� ' " 'lam¢ y�.,_ k .1k.., t S «a SRy �. 4 t s i b y t W '4.�s '� 4 4 C �. f 3 v s 3 tf f ,. ^f s c�, a r 4.,`-2-,i yy 1 5 #.. ,,, i€1 \ 1 }, n1 }4 i i , C t 4Y/ E } 5 ; j' ai5 C'�'11 1� 4 Y R >1 F ,i '.) } 4, 'Z {'y ` xYes �No�� Not A Phcable �, �A6 m x ' 7 5 R 3 e`v A e. a 1 t i a A a a F'CaI { .€ 4z S�' S L� a t i w f s r s '. c t�s s kn< F o� d � xn+ t k v -t r s. ` .I t v x ' a 5 s �' s' ��,�',_",,,�`",a„ ...r.. .. .r .�?,. .. . ..x .� �""i .. ._.. ,.:.1.. �..,t ..s , .. i�'. .. ..,x,.... ~"_ �, 4 _s a.:r .. .., .%, ,. .. 1�I����: 1�{t z � f .: �.'fi Y :Y � }` , +3 i �.� �,,a i w:, s. t.•t �: °ti x C: 4 1L,n _� t � ' s �. 2. h r ? n Y �'ti�3 ,�, �'. a i✓, d::Y !Y' 3~•i x x � E p 3,. x c t >, t + t� L p - � S'}-� f rE`}a!:. 'l^.E."• R Y F1 rid ,..;!Y N ,,,. A „jd:. SiIE .. \ c E:t�°Yt F a a:^_,a, t,'w �..,, C ) ( ::53 �=PoUcy 3.Y Enhance visual giaaLty and ;protect scenic resources throughout the Town of Southold: 4 s� y LWRP SectionlII Policies Pages��6 through r evaluation criteria � P� 7.fo S ,r tS ^i.<Tip� J,a iH4 g ftb f S 1� - ,5. - •,, (d \ FL A 1 ;x �,Y =,t ❑ Yes ❑ No❑✓ ,Not Apphcable � � � i t=� �� �, , ., :•.wtM, .,,k .... '2 "3 _."'F, R. aye'.. 4 �4� Attach additional sheets if necessary' NATURAI COAST �Pohcy 4 � Minimize loss of�life, structures, and nataral resources from flooding and erosion See LWRP< < i; � Section III- es- mgPes S#hrough 16 for e�raluahon criteria s< No NotApphcable 3 y 3 4 x � K��rc i-"-� `ac.---"�"-- �•-�'r_e`e:,� _ „ems:...-,.,r.. . Attach addmonal sheets ifnecessary Policy_ 5 � Protect'and unprove water quality and su pply in the Town of,Southold.See LWI3P Section�ffi t` d —Policies Pages 16 through 21�for evaluation criteria _ � =t � X 1 '� } ❑.., ❑ fi3 A � .�.Q h 1 is ) � i � ie.R,., t {.3� k y � Yes No of Apphcable }�•pe` D;d�` � �.. ' .3., > A£:�t s. - d` n 3 ,to 3 � flat �a bona s sets necessary � � r � r ,� _ �, t }' � A 'l 1 � / { �� ✓ y+ ' n,,,? c._. r s � ' ohcyl6 Protect�andt`restore thee:.quaLty and fiinchon of the Townof Southold ecosystems mclgdmg'�� 3 aaa a � '�4- 7,a x m. " �. t { 5::'<°c,�, � rl.:: F � :. 3ignifieantt�Coastal Fish�and WildLfe Section Habitats.:and wetlands: See LWRP III t Policies; Pages 22 #hrongh > , � ❑�Yes 3=❑�To�a Not Applicable�, _ � ' `��, # � '°� � ; < � a4�>N � �� , P` ,` ���r' �� h N-. ..........ttI...... .. ... IItIIitnec sa-Aftich'it d6fi­ es r khdjimiprovt air,qualityF in i .......... . IIIt i t I t,' it tth' eT6*A; 6f:Southold .I.. &i.t....LWR P Si ow,, soureesr of the Pages: onevaluationcriteria., Not,AP' 'Policy 8. lze,envronmentAI,de n m ,d: im k h dour o cles;-Pages 58 ok`60 opCn t F01RTo ew I P to; and use,o coastal waters, c Ian of Sou Skdon, pv cies Pages th4646i,evaluation tv ry, l ..............additional sheets Attach I ` - �. y r r t r r a'x - c ty rtg "��� t a ; x a�, K' ti.. r s `fit a.?.. s a sx x a rs �' sxd � x a }„ ,11 t sk 3 a he y.. x h, t; 't y{ c r r z z'Y- J 3 sib I. 3r' y a -,t s 1 li iv Rs.i rx i y4x rs s H I. ii , c r4 �:�., t r r ,r yv, s* r` x 7+v e ' ,WORKING COAST POLICIES ` £ E �` .,Y �`, {rY i x - , yk. ? k L t t k ' '1 k liw h fX J y 35 ! K S Y 3TSS V �„��'' i r Y, 'a y D7 s. y`Y"* `s z Cf > 'zs t y t s ,d x�e e 1 X .£ xf d�Y'� ?, a>z: x t S� T, r' r ' 7 a4. g r,r Policy 10. Protect Southold's water dependent aces and promote siting}of;new�water dependent uses hfi —,I a c k- `v '� x ,y :� - U p.. t x�+ ri m{'i .r �... .t'c �y. Y.�.,, c . sortable locations: See:LWRP=Section III Policies; Pages:47 through 56 for evaluation critena , r Vic-v'I e ,, � 3 k;dk 3 .r ,fir ,, a r. `E a y a £d{ f1 ram- n y,f ,r Y: 4 i., d y%*F��+ e 'SR. v, i e, ., f:; at s. s7 t✓x s+ �: D °z J*. } t p x - r .n x, r k .r' ire ky�t� t- .?x ,� t' f. Pr *� a j ; cs ),> � "� }{£ 4` "11 t , -, :�❑Yes ❑ No'❑✓ Not Apphcable �} 1 E , t >� Y z ffra x s f ! 7 ,- y _ .>r x 'F.. E$ ,,a r .E7 y : s ° c 9,� Y ikt �`� a.0 S "��'��xy �E„5* a2.,a,. r :r rt- .�. ._..i "'.a.,, rt x N }:N c a ,z ,Yx.e� 'r G £S S '. N. 1 S y.;� t•4. 1'� >3k ks rxaK �t } F �} r .> tU ,� yi 4u i \,. ti z x x '}LE r r s �x ag,? S x._. s x_ s '" ws.:.. :'.M h M1< i ti; rt 1 t r xx.� c t d y, it z, j x1. r t>, .. '...�.3+',.�?^, . ' * _ ' = . -... S ..a-mw«.gym,.... .._.. .,> } 1 i- i§ .>:. 4 .:t 3 v ._.?.... ;. .. _ --, ..... .,. wP Y �_ � ,l a a;` a: a T f'. P s K Att,,l",njf.�:I—,i�-.,-D­,,..,,4--.,,,-,',�,`,;�"�,�4-�.,'-,—`�1-,­�-,,'--�,��','z—z.d�­,,"I,'..",11 z,,�,1­,�,:--t�.�1,�7`�,-1,��'Z�—�1;�4—I�,�-.,;-',',,,---.�I�f�,�,;�,�,,�­-�,,.1-,�,ach additional sheets if necessary f< z c, a r t ° 1 t f 1 a s 'v w r � >f, �`.k' Y # 2 r t °s :. 7 t 1 a r' r y�r Yk S -; ti r° §si ° t ,. y '�, t 1 h } I �. ,, Policy`11` Promote sustainable nse of living maa�ine resources in LoiigY Island Sound, the Peeonic L h - `" s z ;_.?'I z s t s :..sro c; >t.: �,t< c Y ` ...,x, ,r r i.,x k •: a :. .kx ,. 1 Estuary and Town waters See LWRP Section III Policies; Pages 57 through 62,1or evaluation cntena.`, P` w .,� a e 'yx. 9 .. a i'4tx�.� Y •4 x d i "v : 1 Yx *' x 3 1 t Y f , t� I` $t s.`r ` r r a�r"Y f ,d r 'z i < : ,�'.. t �1�. t a _ Y 4 r f 4 ❑YesNo� Not'Apphc&ble --, "" * < , F r r 9 h .ri K ; 1 9 -:t ,�d % $ }r 3 Iv—, Y x..,.. ; .k x x ....n. ' .,,. € ',c .s 1 �' 1 a 'k Q'i l r I W b ,... .;, - „,. r� Attach additional sheets ifnecessary rg t ,x, f *f>'r^u�+t T;s i tx >c s*,x a z s� r, k. t ✓' -� T Policy 12 Prot6et,'agne,tural(lands m,the Town of Southold See LWRP Section III-Policies;Pages ' ;62 through 65 for"evaluation cntena. r. x_ i, ;� ❑Yes ❑ No Not Applicable F J S 3 S ��d ...., - ..1 ' 0� ryf h . 1 #_ -S V;x r `r x t :t. o- x t ,�Pa t a ! n y S Y -� ,..`� s S Sl F}^'� � 3 th 1..0 y,, r ... "ti 7( 1 7.'Y £ h $ h .."^xy T F { } S k xrf}T s x �,- e i t£w .r+ ; Y_ t a ^:_} ti.,; z 6 5` h. r r! *1, <�..s "? s Attach addittonal sheets if necessary "'" s h s � x " �a F , ''� 5 i 4 S S' F '" � 7 # 6 ! 5 h ' i p f } - g _ A L f t d v Policy�13. Promote appropriate use and development of energy and mineral resources See LWRP Section III PoLeies; Pages 65 throough 68 for evaluation cr�tena. �' �' ` 4 Y 4 FI'F S 9 9 f 6 :� x 1 ➢w\..tr l4 _ t n Yes ❑ No❑✓ Not Apphcable £ u x :F _ ,t r ¢.,•�„^ €: ly �, r' q :-£ k a t j 3 5d: f f z r±�x r !I, :Y"� f t :, T 3'.. T..'..\.�y ,; _.� 4 rt S -5 K N �� 5} v!fit SS t 1 T i Ui. 5..� I F W­" z .raS "Z' �1w F F Yi r tr r '$ r ,dt h. t �^�. 1 p r a L� x t s °Yz s s , 3 C �.c e t t. '�.. y -x r i 5-.°"y 4•+ Sad :k- } '-.a s •` .y ,,,4`' „a `s `� ,� f x i p} c xrFr '� r 1'�'�IRti::-"c} s .. 'r"' a H Z k L 's¢ } x eat .Y }, x 4°� 5 " > ., d x r r n f a.. z 7s. r. r x4 iix a $ �y s $ - a z -•a• -� ¢ ,; ¢ ,�,{s r t £ l x A e t$ .5 Y �y,r` d �yi y '° i t o°x r L �. 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'�a, .. 1 .'x'�\.- �. �*+ ...\'\., ,'.•, Wiz.• :.. \, <s.., ,x l 1: \\�;:.:: , t m+• `% •"em'=T• °"�'�`•'`"'m"°""°` - '•^,_ ",• ' COUNTY OF SUFFOLK O NOTICE K aaf w t000 SECTION NO O „e�y_-_ -_ _ -_ O ,..� —�__ ,",p„", ufr� Real 11,p°rtyT9x Se *.Agency wwnna+s KrounuN suety v 070 Souwow O --•-- ,Is —--••-- u. ___ •••o."wr. 1271 a...., o � S mrur awfllN r,mrmw a'nb P ��lyp ,ws rr September Garage/driveway NEI II -R�f1•r ' September1 Garage • front entranceway- South :��`�k�i ,y .'?s.yY�..c.i'l ���` �5�.��;-��'�.•T"�,�•�.�-:. ••�'" � �pt5°i,. 'cam. �'�� t� t September 25, 2024 Back of .•. v =��, _ •:fir, s r y != September1 Left •e yard, South y, September1 Behind garage �P •�• eta ��+.. '�• vat' n► _ September 1 • - yard - East son Moor •,Jy. �•, ;try: i e► i. September 25, 2024 In between garage and front stoop-South RRA \ 1 ! M y J /t "a September 25, 2024 waterside/back of house -WNW �r WIN pft r INN i� .R r GI■ '� v I y + y f ' 1ST IYAE[MINE BY, h'�'f' AIUSE/GOME.2 STrA11 4uTFR DIGS, HmOIW.D GEOSOQYE ' g PROPOSED DECK(INCLUDN,DECK TOTAL Lot COVETOGE 3,Y5 SOFT RI JLNE GTH 2W ,I \j• fN4LY' 7 STAIR/POOL).1,3N SOFT 7 RAWFALL/Q.a.wcc i Vj � g SURVEY OF PROPERTY Ex Now DEoc'zz.;sorr 3,4wx0.""'w.N REAPER a+"-65ASFE rEsn �,��O MIXED SNUG I InAM FRONT POR04 WO SOFT K5&SOFT/LBQ SOFT•PER FFEET OF DEM REQUIRE) r��CF�,,Tm SITUATE ER��STAR, SO PR/NIDNG(3)Id DLl x s TALL RBYd.IS FEET OF DEPIN zd / v E L 2WAA 9FFIGENT FOR POOL 6100UiN HW W SINOT srtr ML 7 A V 1 1 S YJ. VEMAVE DR VFHAT TO BE f „',° SOUTHOLD Dr'C043WE 3° �j�•�`, Den151� 3,45 sD.Fr/z2 da s¢Fr•.Imr•B.a :J ��l_ J �.�.1. VV YI� "-- "�"Y =.s ` TOWN OF SOUTHOLD 7WINGU5EDL5TRICT MINTIMLGr5a 111wRAMLm WORT architecture,P.C. LirF `vQ4WE Fffr) SOOwiNv IIw: * :, , Y O R K ( AT MORT STREET t`GdAA°FDDs�°PGnAa4'a ° TMELEV -199'°A SUFFOLK COUNTY NEW (FEET) xn-,. w t O1Q� llXATEPN E7.EV 53' '-. 7 R610DYE R-/0 40,010 Sd Nv.(hlI)�vzbax Pwx(a:q TN-xAla � S.C. TAX No. 1000-70-04-01 y:•\ l ,Ir-Vf •.• N[w ...•rn,_'• (g. _-- - _16 MAPLE TREE PROVDED 221M IWL' 6 • £/ ' - 7 (�P SCALE 1"=20' BImFN/PALE PAWN APRIL 27, 2020 uAurrG ME astrBLT nv°nxt tar caERAce rwcrun Pmwr OF SlnLmw tunruM MueER '• .'N. �'-•IOGTWI(F ;:,.1':'i>> �''"' OI q,°WATERRE21LAPg14E, ':•t ;-kS I DECEMBER 12,2022 UPDATE SURVEY �) (FEET) OF STORIES T. AREA = 22.099 sq. ft. M094CE R-40 as 30 2 W LINE OF GRADING AND �gQrD i nV N '"9-/ ) \ •: ..; +x GROUND DISTURBANCEnE UREI 0.507 ac. PROVIDED 1%q 23'-ION- 2 PROPOSED ABOVE 2 � V+"•'' -��. I/^ \1 1•+ J 5' filml°m PROPANE TAN( TARO NIO T ER SIDE ET) BOTH SIDE7TA-RPS(FEET) TARO M RR1(FFEr) TAROMREAZallNG USE aSTRIGT rnwrM7 ETIHER SIDE MINPRAt fm NmRI Fat 19NIt81t1 FRONT M08MIRI REAR r-3 / y turf a ExSTMGCERTIFIED TO:.PRINIOSEWD MAR_E TREE -� FEW - „ DETA6®GARAGE IAN ZUHOSKI RESIDENCE R-20 g' W 50 NATER IN PALE BQLUPT BOST1NG sVITr Ts.s /q, 1 �ED AT7KNm TO �� ID STICKS AND STONES OUTDOORS LLC E"'•°-�""'-`--' .IDaT%N NdMOED 7b' 32N 7i5' T55' SYSTEM TO BE \ `� TOt ADVOCATE'S ABSTRACT, Inc. D.d Ate AN/ID -'.`., se 4b STEWART TITLE INSURANCE COMPANY ACDRUA4 E W T+1 s t FARM CREDIT EAST, ACA SCMIS STANDARDS 5 SITE DATA NOTES 13' %; `Lvz -_O -� fistQ 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA Proposed Additon/Alterarion NRURE EXPANSW 1 Y r1 1pt R>; Ee 7 '� - Y: NOTES. DATUM =NOVO 1988 2 THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SWHS For. PROPOSED SANITARY s co • 1. LOT NUMBERS SHOWN THUS:LOT fO REFER TO REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWLS AND SYSTEM •-" w PLAN OF LOTS OWNED BY GEORGE H. WELLS • DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS -13 FT LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFlU_ Wells Ave \: O t> 5E t'• `P pROFOSm 40' FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY • NUMBER OF BEDROOMS(DESIGN ECUIVALENT) -4 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION MH r11 CONTROLPANEL E W00 NO FENCE ON NOVEMBER 28. 1927 AS FILE No. 859 OF A FUJICIEAN USA REPRESENTATIVE. YENr g SI01(f o • MINIMUM REQUIRED I/A OWrS CAPACITY 440 CAL Residence ��"S• cL: y 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 4.AN EXECUTED CPERARON AND MAINTENANCE CONTRACT BETWEEN THE PROP05ED t� • PROVIDED I/A OWTS CAPACITY =500 GAL EXISTING ELEVATIONS ARE SHOWN THUS:z.3 MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE \APt£TREE , BASEMENT EGRESS STAIR EXISTING CONTOUR LINES ARE SHOWN THUS: X--- --X Q ,` o-A W DRTNELL S�SZW Ts 0 T I PER r.n__ FAST FtoaT • LEACHING SYSTEM REWIRED =300 SFSWA SUFFOLK RO AWUNTME]/A OWTS GI HEALTH SERVICES CDHS(SCOWS)PRIOR TO Q (� • LEACHING SYSTEM PROVIDED =300 SFSWA /A E SUFFOLK OLK COUNTY A THE SCOHS IN ACCORDANCE IXLSD16-_$• \ ;°'1 `} TOWN DRI9i� e.a. - mrsc�u BIA1c /r WITH ARTICLE 19 OF THE SLFFOLK COUNTY SANITARY CODE PROPANE TAW, , \ �& Ny r.W. - TOP OF W NOTE ALL CONDUITS BETWEEN PANEL AND O 8E REMOVED PROPOSED 4B, D.n - BOTTOM a MULL PEED$ .t•' '4 TREATMENT TANK MUST BE SEALED TO PREVENT GAS NIGH PENCE '� � ¢'O e g �, NO PENCE LEAKAGE INTO PANEL PROPOSED K7 ETE \� 'I i - >'U-P{y-0'X3Y-d - - SITE L.EGDD FOR W1n COMMUNICATION DEVICE POOL FyIpNOIT . ''O y PROPOSED MASONRY USE ALARM/CONTROL PANEL MDL#1045040 y IGF I B'GA %B'OL DECK CONTROLLER_C•MFG BY SJE RHOMBUS ( .� _ O SW'RT RING ALARM/CONTROL 399S Wells Ave e - 7V OFFSET LINE OF EDGE PANEL MDLd1041972 METER Southold,New York CONTROLLER'A' INCOMING SERVICE J .4 ! !�' x. PLANTING BED NrtHIN O B'aA X B' MFG BY SJE RHOMBUS S.C.T.M.#I000-70-4-I PROPOSED trJ _ _ '" \ RETAIN WUL LP.2 y,NITMt•RING O CONTROL PANEL MOUNTED ON DEDICATED Y tYSOJRI STAIR i• __ M GRADE _.5 WF \� �� / Iki✓D ' W04"POSTS RE TREATED 15 AMP BREAKER REVISIONS PROPOSED N' /�R 9' ' yt d p,0'�� 07-O7-7A225ue Plm,.P&,m wid:LA. FENM0 FROPbkD DR7FIDl H ALONG _ v +-y \ JF' Id X9'NRH NKiI 120V AC,70,601Z.11 AMP POWER SUPPLY OSysremmbc..�d:in SCOPES Snnduda v��POLL f�[AAN GRADING LAND� \ GY0 �E�R AIR WEATHER MAIN d12-2 AWG WITH CND IN 1'PVC CONDUIT O(zy.SDF.CommP�updaredv pe LINE OF GFAONG AND / INSULATED t GPIKCO TREE TO _ - - 1L�P'' i O F%LSTiNG TREE TD BLOWER ESISTANT SERVICE i S[DFiS fo�mrnn"" L v pa ag ,V SLOWER PANEL 3 ���0.0.DFR RETAKING BE HAND PAGY.P / '' i '� ��-_I-'�k. "p STAY ENCLOSURE O WALL TIER r,, _ \_ - -aN rM�1NDWIRE FIN.GRADE -IL^_JI O '•4 y .As�'o" GM TREE ELECTRIC SUPPLY O O BLOWER SURVEY INFORMATION PROVIDED BY: PRor�sEn p- �' ; - i \ -' � SPLICEJB �owls _ O �A GROUND SJE RHOMBUS AIR BLOWER O NA171 D 5 VETORCORWIN III GINS H TREE ' 7 ' /,_M y k /- 5 CTRICAL SUPPLY FUJI A'CIEAN OWTS ZONTROL RAND SURVETOR to BE NAND DI1G 1 _ O (63IrT27-2oR0 Exlsrltw j `° wR" CONTROL PANEL & BLOWER ��� LOCUST 1 ! //q47n SCALE NTs ELECTRICAL ONE-LINE DIAGRAM SURVERT DATED:DECETIDFR 12 2071 \\ •, a/ /T „ MAPLE TREE O _ ? SWEET AIR VENT CAP ALL SURPDUNI INS PROPERTIES c7 ,' 'I.1' 1� N11F , ° pig MFG BY TUF-TITE O WITHIN F40'ARE ON PUBLIC WATER <i �• Jy''\I Oj �'` P SWEET GIRT MAKE 3'MIN FROM ANY NO WELLS ARE BEING USED FOR A DOSTING 1' ' TRH DOOR OR WINDOW) O _ RESIDENTIAL WATER SOURCE MAPLE TO STAY :.' '. .:s' Un O PROPOSED FENCE O-0' + EXISTING `.' g \ a W a�uw-b 4�PVC® 4•PVC O I 4'PVC O O MAPLE TO STAY ` 1 `'::`` C..v!T 1-1/2 STORY 200R MIN. 1.007C MIN. 1.0076 NUN.i FRAME HOUSE RISERS&COVERS ' O 9'11SL x`'.'\ t 4• 1 (4FBEER�MS) y WITH SAFETY LIDS LOOKING v A MFG BY TUF-TITE OR CASDNG TO O0. CC Y APPROVED EQUAL GRADE ` 1 \,'s EL=15.0 PRECAST TOP e EL-14.5 s RIM-14.0 RIM=14.0 1 CONC.COVER sUe SEAL GIW0TREE TO BE VIAND DLO `� IE=11.70 �•'� au HOLE VENT IE=11.33 •(VY IE-11.28 IE-11.18 IE-11.02� CONNECT 3'PVC VENT LIN E-11.50 O`y O GikO / 1 1 7O VENT HOLE IN OWST SEE DETAIL FOR 4•d 4a' Y OWTS COMPONENTS 4'DIA.DISTRIBUTION BOX Oa r T j 1 �+ Peao PROVIDE CLEAN CUT AT fACE� - OF BUILDING PROVIDE END CAP LEVELING DEVICE �::X'� PO ` MDLJSL-4 MFG BY TUF-RTE OR 4J sw ` 1 .a I •urnFOR AIR LINE TO BLO / DISTRIBUTION BOXAOUT_ZT ALL PIPESGAL. '19/. °29169 OQr OWTS Lr I 4`%�' , �� YY VOL CEN50 MFG.G.BY FUJCL.EAN USA BOT=5.02 OF NE HATCH LEGEND: SANITARY LEACH{TUG POOL L ® STORE RETAINING WALL � /i/` Y� O HYDRAULIC PROFILE TOTAL OF(2)300 AAPOOLS4lsno,.L�,R,,,,,m,,,..,,R,;ge f/'Sa0.1g u+Eg u+m..L TM Anbwu,evw,Mngh,m EM BEDS i A' D.j HIGHEST EXPECTED GW EL=20 `�,01� m•,,,,P..,.Ta,..,c`.,wl,=;,w 4 ® PDX-PAID (P W '.tJ:l Su.Ede.+ L�.'Md.4.h,Fi•^P^v'YAJv.W�,h._.. ® PROPOSED ADvnoN TO STRUCTURE (p 01:-'� ti•Y �.e Tw.d a,,.g..,.i.rwro• ,...a m,.,,r aFF sn,.w^i,a.ee.p M.,i,m.p.,=Iw•,ds.wwn: 0 GRAVEL DRIVEWAY "D.42'52" W APPROVED S 47 P 10.08 EP ED In AcccalGSR�wnR ra OawN PRo1RCI'No, m WIIRa D5 Fag NTSV AS FSIw9N91D) IRE LIALS.. APPROVEDO MD XDOPRD Rug suw usE er ra Nnr rOI«srw,E w+O a_ mw 5 75.51'S4" W mu AssacwroR. _ sum As n'on;o nw e/n/zlul AT 14.42' A -1° T s' TITLE 311X5°"STAMP APPROVAL AREA �1 SITE PLAN xr P•'"° 23' T°POOSE MN 2-a 1 2'-& 2 I e S•I PROPOSED TIERED B°IJ DER RETAINING KAU Proposed Site SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ PAVER FIRSr FLDO plan SAND PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Abandonment of the existing sanitary system must be In , _FOR PAVERS _ IGs __-_ SINGLE FAMILY RESIDENCE ONLY conformance with the Department's requirements. 63' Submit completed form V1 I&I-080 as proof 4'POURED rcNrne e PAVER Bk% ' I - DRAINAGE GRAVEL DATE 618/2023 H.S.RE O. R-22-07 SHEET APPROVED F^ ••���,;.,v�- C Cosign Professionai's CeriFntlon Required. _ 114� FOR MAXIMUM QFL. (4`_B_�D/@OOh1S iubmit P E.or@ A.CertlFcati-For - TID+ED BOA.DER RETAKING HALL EXPIRES THREE YEARS FROM DATE OFT.PPROVA.L The Installatial and Construction of the Sewage Disposal System "'stem OR S- 1 Use EO_WWM-073 �1 RETAINING WALL DETAIL ENGINEERED FILLSod.1/4'.ro M SI AT FLOE PATIO PROPOSED ADDITION/ALTERATION FOR 14�10- tics tones ut oors 5:1�;`»�,,p.c. architecture,p.c. P.O.ROX 3234 71.\IG ORiNV 1194] vwovE(Aiq]nRAJ: FAx(sAA7T]9-ss�J 3995 WELLS AVENUE, SOUTHOLD NEW YORK 11971 BTELEG°N° �pl�,,XHJD FN�Tyg( SCHEDULE OF ABBREVIATIONS oil fa,N„ '�(v ® ���� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA /"w�^°r' 1 AD. ASN DROP A� PROF, 4/0 GROUND NND BP® TOGCiPAMD STOW.NRD w1I1D-BAiNE SE15t9L SUBJECT TO DAMAGE FROM WINTER YF FIB A.F.F.M. FP45N FLOOR �'(BEAM _s SO�IV GRAVEL o F7115n STAY 10 .H'I I>]4D (F0N) FFFFLIS RFfiION DBMS TONE O-PIe REATNERDG iRKAT LINE DEPTH THOIRE DEGT P�TDRE RfCllRED S L4tG BEARNG v\A v 'F CATEGORY l/ C-L CEILING EAST 25 BO YES TO 1 B SEVERE "'DEAR", SLIGHT TO CFn CUBIC FEET PER MPRITE \ LPff O GRADING AND oT TEST HOLE TO A. NO.T, R 1'B WA COS CLOSET GROUND DUYURBANCE LOATAN EUIV 63 Ow-NKD H C.O. L. CLEAN OUT RECUE5TED PER HY5 yatr9 TREE Cm. CONCRETE ' On CARBON MONDO TA9LE 0_�F rN�TEN� FLOOR AREAS � ON � PRESCRIPTIVE DESIGN METHODS �' D�DETECTOR \CERAMIC ME +p0 ';=; 3 _..^��, k N t 130 MPN WIND ZONES TREE D. DRIER •'- §a• CUM-PROJECT INFORMATION FIRST FIAT SQUARE FCOf/GE- I,A07• 32 SIFT. I,Stl SIFT. P.M. mw P AM 7 • '>.+':�'.'-v y A-1 -FLU DATA N PLOP SCi0II1 FLDKR STRED FC/7TKE- Iw0 50T. 2T SIFT. e6E .e.GFY OFOR'NTNN TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AM Two- DW OME'LFR +e# N lfXAT10N CF 6 �:Y• F. A-2 -FIRST FICR PLAN •': '�0•• . A-3 -SECOND FLOOR PLAN TOTAL LUNG AREA- 2,127 SOFT. 5W SOFT. 2,H5 SOT. FAMILY DWELLINGS(2OS EDITION) D1 D J75T pdO WATER LINE E., r r: ATTACHED GARAGE- - SOT. m SOFT. 421 SOT. Od DOWN .p o :. `. O: PROPOSED Proposed Additon/Alteration Ai-PROPOSED SECTIONROOF PLAN S,DECKS tPATIOS- 335 50T. 1,725 SOT. I,SfO SOFT. ALL TABLB,FIGURES,Alm STCTIOS REFERRED TO FIEILW GN 0E FQND ON SHIFTS - RU FRESH DISHWASHER �.,��o+LOGS K M rv:'-'">'•'",'r 0• GUM 05nIR0u1�CE AS MAPLE 1RFP For. RETAWNG WALLS- w-I AND w-2 / _ :-•-•-: PROPOSED ELEVATORS F.D. FLOOR DRAWFAA. FRESH AIR INTAKE p+u/� / r,._e.>..>....:; N--1 -PROPOSED SITE SECTION AND ELEVATION I.FLOUR AND RAF DIAPHRAGM BRACING REQUIRED.PE ZRMICLAR BILCO'Ki AT W-0 FRO FOUNDATION /� l/ /�O ; y,(1 REQUESTED,PER NTSUEC W-2-TABLES,WIMX 9S AND DWA45 INTERVALS FID012 AID ROOF OK%SNEET�w�I)MST BE DPANPJG 3.WW ICED w(111w THE LAST T4J0 FPS.G. FIREPROOF,SFIf-UfX�ING 'G 1 TAgC 1 , qe � ' - GROUND PROPANE TANK FLOOR MSTf.L / �PROPOS SWEET GUM ECSTNG TREE Wells Ave 2 URhT COMECMS REMIND AT EACH PATTER,JOBS,AND STUD COAERIOFS. pp® SYSTEM TOE To s:r"':''1-•- DUI13V GARAGE PROVIDE 1-114-X 2U W WE METAL STRAP FASTBIrED AS PER BEET W-I TABLE 3A AND GAW, GALVANIZED AIYNIXMED NO LA / ro BE DE a wm Residence DRAWM ON SHEET W-O. GL GLASS REMOVED N I- IX' \ PROPOSED FUTURE X FAsTG TREE ro Be REMOVED DESIGN LOADS 3 UTFIUL AND SEAR FRAM W fODIECTIRS MUST BE M ACCORDANCE iQlll ME H.C.A HANDICAPPED STANDARDS A E F yl/+• f GENERATOR NMUNG 501EDUL.ES O SWEET W-1 TABLE 3AA,34AL MDR READER LNE O GRADNG AND�S OLIiILNE O t PROPOSED(2)A/L UNITS PR'AYAfD FENCE USE LIVE I1E1D 19VEFT] DEAD LOAD ILBF$TJ 4.HOLDDOPN AN CAGI TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN K5. KITCHEN SNCAC GROUND DISTURBANCE GARAGE ROGATION REOIESTED PER N190EC•� l LPI E%TFRIOR BALCONIES td D SHEET TIO AND SHEET HT CRANING 2.THE L PLATE. ARE E1®EDDFD w THE UV. LAVATORY + OFFSETS FRO'7 EDGE FOUNDATION AND FWOART lR THROUGH THE SILL RATE LC, MUNENESH CLOSET \ lP2 # y {^ OF TIDAL WERAlID9 OFD'S D S.ROOF,WALL AND FLOOR SITEATWNG FASTENING SCHEDULES ARE PROVIDED ON BEET M�1. MECHANICAL. . pL e # GO of PASSENGER VEHICLE GARAGE SI D N-I TABLE 31. TAXMN 15NR11R'1 ATTICS WITHOUT STORAGE IO MLD MAXIMUM W ROOFi.RO CLAIMING AM WALL CLADDING TO BE FASTENED AS PER MW8IFACTUREAS '' MMASONRY OLDING ARMS WITH STORAGE A IO SFCFlGTWS. O � B�� o d ONTROL PANEL MESYSM HOD - y O NI.L NOT N fWEACR ROMS OMI R THAN SLEEPING RAILS NO W 7.RIDGE STRAPS ARE TO BE PROVIDED NO COIAR TIES ARE NOT PLACED IN THE O.N. ON CENTS VENT � + 01OiFR STORY � 3995 Wells A- SLEEPING RODS 30 N UPPER V3 OF THE RXF FRM%STRAPS TO BE FASTENED A9 PER TABLE 3.4 ON STET pC POURED CONCRETE T)2 STAIRS a W-2 RR. IS PROPOSED,, + Ff STAIR +.� ,� PROPOSED�W OFFSET iuNe EDGE GH PEACE Southold,New York GUARDRAILS AND HANDRAILS 2D G M ALL S JNG fifJ N BE INSTALLED Ww R SHIRE NS G ON a IF THE AND Q�00"BY THE ED REF. RURX.ERATOR IUS O HIGH FED W DRYWE L BELOW Y. TIDAL WETLANDS AS PER S.C.T.M.#I000-70}-I WIDTH OF THE• ATNG SUBSTRATE BOW.USED. REINF. REINFORCED \,, I"O SOUT OLD REVISIONS GUARDRAILS N-RLL CRH9WNTS SO A R.R.R.F. ROLUNT ROOF RAFTER PR.REED �'+ TRUSSTES JURISDICTION FIRE ESCAPES O D 5D. iME DETECTOR ��MARS TREE F'N ALONG PROPERTY LINE 07-03a m be w iUim SCDFLSSunduA PROPOSED IV HIGH FENCE SN.t FL SHELF 4 POLE PROPOSED tl R P�Pff� �.FT. OO SIR SKIER ELEGTRXAL METER 50T. SQUARE FEET PFZFC= PoSED POOL WOOD DECK EXTENSON OOI-I5-207J Si,c Plm a cd m pcc TAG TOYAE 1 GROVE CONCRETE PAD FOR -PROPOSED 30'-V%23'-9' NYSDEC Connno,v T.C. TERRA COTA 'j pq'A,EgUIR'QlT I��%�� M+\'QM POOL.D�(LAY FAE) O PH' P•c TEED'. SIMPERED GVu`6 SCMI2023 SPn PI.-ma rd+. TD. TRIM OPENING \ AFPREAL L5SS.FT(VERIFY N FIND) 0�9-20231 m-=den add< ae PR AIR ELARRIER TABLE R4 ATI JJ INSTALLATION 'GENERAL NOTES: TYR. TYPICAL PRO. ®Admi=umeK Ammdmm]For Twcee VJF. VERIFY IN FIELD TIDAL AL E LANE O EASE PfIDP05`O gg TIDAL PROPOSED AWETLANDS OS b9- i3 Sin Pan updacd WANNER.. KC. TERWA CLOSET (XmL 1 FLIT ;qF O Rembmiviou m Town Own.-e COMPONENT AIR BATHER OBTEBA PSNMTNN NSTAlUTON CRITERIA I. ALL CQSTdAnON SAL CONFORM TO ALL NEW TOOK STA CRMNiY' _nY4l5H qM PROPOSED E HWIT IN RIE TE, I•m. WOOD PLANTING EYED WITHIN RETAIN HALL O 09-0I-2O13 Revi+ed BwTd6.g 5a AID LOYAL BUIL.DlIG,ZONING AID ENEFQT GOONS,Mm ALL 8161 CODES AF. WATER FOUNTAIN PEED ly (SEE RETAINING WALL DETAIL BULL SUPERSEDE THE#LRAFINfd. WN. SLATER NEATERp ML+SORT STAIR Qi A CONEIRIOIS AIR 81NOER BULL BE US'TALLED AU. WLLK-w �` TO MADE IQ-0I-2023 Revved BuUding Sec N.W.F. WELDED WIRE FABRIC RENANNG FULL - O ¢Aim PROPOSED TULIP TREE ®09-0-2NA Auo-I P-ic Sce 2. ALL AL CODE LID S ELECTRICAL BE WORK SAL APPROVED ED ALL STATE BOG.W V W'O' N THE BUILDING ENVELOPE AND IOGV.GOONS AND SAL BE INSPBOTFD AND AFFAOLTD AS REQUIRED. \ ro BE �OLG O ONE EXTERIOR 7143M ENVELOPE OCKYANS A AIR-PERMEABLE INSULATION SHALL NOT BE USED ,A TER 4BERAL RFLIIIRE'PMS CONTINUOUS AIR BARTER AS A SEWNG MATERIAL 3. THE AR'HYFBCM APPROVAL APPLIES ONVT TO INS PLANS STRUCTURAL. r/, PROPOSED q• LNE O GRAR%NG MD O BREWS OR JAYS N THE AIR FLATTER BALL CONFORMANCE NTN THE NEW YORK STATE BULLDIM CONSTRUCTION CODE TTT + ROP FENCE x GP NE OS'1UR61tYE D `K N BE 5E4LED. TIE CONTRACTOR IS TO VERIFT ALL CONDITIONS AND OMENSNONS BEFORE TA THE AIR BARRIER N ANY DROPPED STARTING YON5TRIICTKN AND.AUlI.BE RESPoNL`®lE FOR SAME YLE �,RETAIMNMFNLL REQUBTED PER NTSDFL - O CEIUNG.IWM SAL.BE ALIGNED WITH THE A.ALL FOOTINGS SAL BEAR ON UNDISTURBED SOL,I TON W CAPACITY CEILIWATYC INSULATION AID ANY GAPS N THE AIR BARBER THE INSULATION N ANY DROPPED CEILNIMFFR MINIMUM. A GNYOO TREETRm TO Y� .N, SAL BE SEALED. SOW.BE AUGNEI)WIN THE AIR BARRIER 5. ALL COILRENE SLUL BE 3[00 BE ACCESS OPENINGS,DROP DOdI STAIRS OR KNEE PeI AT TD OATS MFNt1UM.EXrVJFD SLABS HAND OIIG A+D GARAGE S1A85 BULL BE 35N ` ,�•' WALL 17PoR5 LE UNYONDRIOLED ATM SPACE pD AT 2E OATS R31,H TAU A OF S1UL BE SEALED. O.ALL STRUCTURAL LILTSR ro BE DOMEMB FAR IAPOI,GL 2 OR BETTER P" O CAVITIES IS S COMM AND HEROES OR E.I,LOVE A pN AND l EQUIVALENT TO MEMBER SITE.ALL GW IN'M 6FilMS SURVEY INFORMTXMN PROVIDED RY, FRAME WNJS 9ULL BE PAILA7FD BT TO NAVE AN E•I,000,au0 pl AND AN V E AN y I.g LAIINATED VEIIEER NATO TAF F CORWIN III GRIKCA TREE O WALLS THE 49X M O THE FOUNDATION AND ELL CMFLETLT FILLING THE CAVITY MOM A LIMBER HEADERS AND BEAMS A RAVE AN E.IN KO 1Y MD AN 11.2,N10 RATE SAL BE SEALED. MAT[RIAL HAVING A THERMAL RESISTANCE O Rd Tel. ALL PARTICLE STRAND BFAME TO HAVE AN E/{000,(00 Ptl AND AN LAND SURVEYOR TO BE HAND AG S THE JMtBON OF THE TOP PLATE AND TIE TOP PER NCH MINIMUM. Ib.2,5 Eel. (G3I)727-OHO ST OF DRERIOR WALLS BULL BE SEALED. EXTERIOR THOM ENVELOPE MULATION FOR IBM MAIN ROAD KNEE MILS SHALL BE SEAlM. TRAM PULLS SMALL BE INSTALLED N 1.DOALE ALL.OASTS AROUND OPENINGS AND UNDER ALL PARTITIONS LOCUST STAY SUBSTANTIAL CRTRACT AND czRn U5 RUNNING PARALLEL TO THE DIRECTION OF THE METE,OR AS INDICATED ON JAMESED-D CZ ER O AUGwmIT NOON THE AIR BARRIER PLANS. BIIRVERY DATED,OfiEE70ER 12 2072 \\ r O WINDOWS,SKYLIGHTS THE SPACE 55774I N NNDOI/DOR JABS AND 0. ALL HEADED OVER DCORS AND WINDOWS SULL BE 24AM F AP WAU5 byh+ +TO AND DOM FRAMING,AND SKYLIGHTS AND FRAONG SAL AND 3-2 W 0 AP WAILS OR AS DESJWTED ON TIE PLANS �• 1�+ BE SEALED. ALL EURRCUNDING PROPERTIES �.T '�• ,pA' SEAL RUT JOISTS RIM JOISTS BULL O%1UDE tiff AIR BANDER RM J7USP5 9UL1 BE INSULATED. 4 PROVIDE 36-NIGH RAILINGS WHENEVER M33 OR STOOPS ESIID 3M NO INELIS AREEBEING BUC FOR ' MOVE GRADE RAILING SAL BE BUILT SO AS NOT TO AUZA THE PASSAGE FLOOR FRAMING uVfiT INl3MTON BULL IE OF A A'SEVERE TROUGH ANY OPENING. RESIDENTIAL WATER SOURCE MPLE TO STM lP �C•y, NSTALLED TO MAINTAIN PERMANENT CONTRACT \5 eTRO WITH THE U1D�dDE O SA3NDOR DETONG,OR SLEEPING PROVIDE4. PROVIDE CARBON MMONOOD WIRED SMOKE DEE DETECT R5 A AND AS PER T� x W pynm� �('! •Y/d, O FLOORS GARAG(INCLUE AN THE AIR EAM SMALL BE INSTALLED AT ANT PTdVRTFD TO BE N GCNTACT WITH FLOOR FRAMING CAVITY INSULATION THE OOP REOMTWS. OP 'A ABOVE WRNS AND EXPOSED EDGE O DSJAATNN. SDE O SEA1HwG,OR CONTINAVS INSMTKN W CANTILEVERED FLOORS) DSTALLFD aN THE LPOQS.OF FLOOR fR . A.PROVIDE YM TYPE V GYPSUM BOARD AT CEJUM ABOVE HFAT UNIT AND AND E%TBNLH FROM THE BOTTOM TO TIE TOP O AT ERNE AS RECIIRED. - r ALL PERIMETER FLOOR FRAMING MDEEiS. LL WRITTEN DIMENSIONS TAKE PRECEDENT OAR SCALE rn �-P6e'0 D2RT39 p� EA<E B N CRAWL SPACE WHERE PROVIDED 06TUD OF FLOOR INSULATION, B.ALL 4sP'HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED CRAWL SPACE WALLS SHALL BE O]VHhD WITH CLASS I VAPOR NSLIWA AT SHALL BE PEWMANENTLY ATTACHED OF NE RETARDER WITH OVERLAPPING SODAS TAPED. TO Tiff OOM.:PACE WALLS. FASMTM-PRMDE APPRARI EZt COATED LANCERS WHEN USED N GINKGO TREE COdECTIRN W17H TRFAIID MOTERUL DUCT SHAFT",1191 P URATIOS AID FLUE .. .... •. ..... .. .. TO BE HAND LUG SL1FT5,PENETRATIONS S ACES AL BE TO ELTSEYAt Ot OYONDRIONED U.BETWEEN FL CONTINUOUSSPAES AT BEOP AT ALL CONCEALED SPECS N WALLS AND a� .,�wLwc zonsxxoN+.vawaau.,...p...+nd�u &.E DURING llff DDriITKN PLU9E OR COURSE O CONSTRUCTION A SPA BURL BE SEALED. BETFEEI FILAR SPACES AT BEARING PARTITIOI9 ro LIMIT DIMENSIONS OF SITUATION S ENCOUNTERED filON fL1RD NOf BE DETERMINED PRIOR ro COSCELLID SPACE MTO IEXII L CODE SECLLY 110'-M ODAHDR AND A. CASTRATION START THEN THE CONTRACTOR-'AL NOTIFY THE ARCHITECT YY �•��•,^^ ��c BATTS N NARROW CURIES BWL BE OAT TO DESCRIBED IN N15 RESDETl1U1L CODE SECTORS Rraz.3 MID RSO1.E. FOR AN INSPECTION AID WAKE N CONSTRUCTION DETERMUNTOL S�Fdx.ua f�.�.R.h a� w w,•mn... NARROW CAVITIES FIT,AN HARA7A CAVITIES SAL BE �1 /T� ^`m'°""m•^ r^P�`T^A PFALLB. LT AITAOIED TO THE LRAMJPPLE A ALL ITEMS REMOVED D'FROM THE PREMISES. A5 BANG RETAINED FOR RE-IISE 25.ONE#DRARINYS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR WU15. ARE TO BE REt'OVED FROM THE PRElISB. r /A 41bf"'i^i•'^P•M"•^`^'M•P°"�'�f,��'P�' UNDER THE ARFLTON O THE UNDERSIGNED AND TO ONE BEST O THE UND55Q EDS RYMQEDC.F,INFORMATION AND BELIEF MEET THE GARAGE SEPARATION MR SFAIAN SAL BE PROVIDED BETWEEN A ALL ITEMS WA LISTED AS ODNG DAMAGE O FOR RE-ME ARE TO BE REMOVED q�ORQffi7f5 O THE NEW YOLK STATE ENERGY CONSERVATION CODE. 1RolEcr rvo. 1LAIK6T6 GARAGE AND LLMNTOIED SPARS. UNUSABLE SL A FAL AIT NOT ro DAMNS CR ED AS IO E RENDER 7i R W eOA ALL DAMN ARE TO BE STONED A5 DIR NSTR 0T THff O81c13 AND N 1 A N ,+ SCALE 1/4'=1'-O'DA'rR n/L]ml RECEA HO FIXTURESENVELOPE NSTA LL N THE RECESSED LIGHT THERMAL E69S E 5KALLD IN THE PROTECTED FFOI DA`VGE el'WEATHER AND/OR fOISTRDL'TIOL 20.ALL FUTON BFNO T)BE CAGE E D TEDTOP HIMH TWO M,C AT RUh OF A. RFLBSED LXdITNG 7BUI0IT E TIEICMAL DIVEIDPE SHALL BE SEALED BRLONG DCRAT FNVFICRE 8441 BE AIR BOLTS 2 2A Of-FROM (NORM)STAGGERED TOP AND f30RQ1,CEMFRLIfiE O uR.Twry nT nD CBEOCED nr ro 17E DRYWALL T GHT AND K RATED. A THE CONTRACTOR BULL REVIEW THE ENTIRE PPNRLT AND SAE BONG BOLTS Y N FRT TOP AND[Ortm O OFNt I 0O ANT Ae STARTING TO ONE ATTENTION T E THE OWNERTOR MD SKILL ASSUIC7 % O BAST D MR0 KN•JIALU BE G I NFATLT R FR FRIOE SI SURF F R COST RUCTION.THE[O RY FROM ASSUME 2M.P R WCE 'MAHU FIOORP STS PE FN TI INSTALLED N RANK Z h 0� TITLE ALOUD WRNG AND N THAT G W INSTALLATION T RLSPoNG SWHE POR REND 6UNGES YNIOI VARY FROM THEBOT HASMar BEEN swALL B INCE ro ABLE TO JDSRS SiCFKAnOS.ALL JUST HANGERS RIA'BNG AND WRING WADS, C RF RMS T TUT ON LESPAESHDRAWINGS FNETI VXU7'TEII PERMISSION FOOT THE AROITFLT HAS NOT BEEN SAL BE COIPATAHE TO JOISTS.fOROOTR 1 ro OBTAIN JASr LAYOUT REAOLY CONFORMS TO AVAILABLE SPACE BULL OBTAINED. FRCM'TRISKASr PRIDE TO START O fOIS17UKTIW. l p ��+ Y^j J DTFND BEHND FIP34 AND WIRNG. U+ THE AIR BARTER INSTALLED AT EXTERIOR WADS B STRUCTURAL TO PROVIDET`r F THE E BRACING AID SUPPORTDURING TO INSURE 20.E ANOTHER AT EFR F JOSS MANUFACTURER EX S USED.THE COMPAxrDESIGN SHOT'ER/7U0 ON ADJACENT TO SKIFFS AND IN SAL EXTERIOR WALLS AANCINR TO SOWERS AND WE STRUCTURAL INTELRITY'O ONE EXISTING STRUCTURE AJRlIG MOST RFAIRE USED O THEIR PRDAAr MEETS OR DO CIETT N ET LA O Foundation nffi SHALL BE OSRIIATED. CONSTRUCTOR. CRITRUA'S USED BT MRS.AIOST'.fONTRKTCR TO OBTAN JUST LARDER -O EfTROR WALL SEPARATE THEM FROM THE SOWERS AND TIffi. FROM THE MANUFACTURER PRIOR ro STARE OF CONSTRUCTION. WE AIR BARRIER SHALL BE RMAUED BER THE FL ARAREA OFEXCAVAT SHALL ANID�DBCRS7WJCTW -TOR FENCE PROTECT 21L ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWER AND 5 4 10.08 2•• w Plan ELFLTRIGNIRKNE BOX ELFCTRXAL OR CO 114UTION BOES OR PROTECTED FROM DAMAGE ITT WEATHER AND/OR CONSTRUCTION. ON RaERKR OVALS MR-SEALED B095 BOLL BE NSTALLED. 2U.THE CONTRACTOR SHALL PROVIDE ADEAIATE COVHUNGS TO PREVENT G_ NATCN LEGEND: WEATHER ENTRY INTO STING AREAS OF THE MISTNA'R PR AND CN PROJECT A 30.ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE S 75'S 1�54�P W NVK REGISTER BOOM INK REGLSRBt BODIES THAT PENETRATE LOSE-OFF ION-CONSTRUCTION AREAS FROM OUST NTH PLASTIC TAR5. DLP05M OF N ACCORDANCE NO THE RFCURIEM 475 O THE MLNIGPAITY 14.42� ® STONE tE'TANOG WALL BUILDING T1RId1AL ENVELOPE SAL BE SEALED IN WHIOI THE PROJECT'Is LOCATED. TO THE BbFTDOi OR DRnOR1. 2.PRIOR TO START O GOSTTeCTNM THE OWNER AND CONTRACTOR SMALL R PLARTHYJDRARAE BEDS WHEN REQUERM TO BE SEALED,COYFWFD FIRE DECIDE ON AN ACCESS POT TO TIE SITE AND WHERE ON THE SITE TO 31.IF DURING THE COURSE OFCOSTRUCYON A SITUATIONS EWNMEUD Q ^ SPRINKLERS SHALL ONLY BE SEXED N A SMILE THE MATERIALS. E CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WHICH COLD NOT BE DETERMINED PRIOR TO fOSTRUCRRN START THEN ONE Q ® POOL PATIO SHEET MAIM THAT IS RECXMENDED or THE SITE AYE ro ffMS173ATRN. CONTRACTOR O��T ARCHITECT FOR AN INSPELTIOI AND CHANGE T8 PROPOSED ADDITION TO sTRKT1IRE CONCEAL SPRINK ER5 MANUFACTURER,CALKNS OR OTHER ADHESIVE Y!.THE PLUMBING CONTRACTOR I5 TO IRATE AND DISCONNECT ALL SUPPLY ED GRAVEL DRIVEWAY ATM A _BETWEEN IRE%ALLS NOT BE USED ro FILL VOW AND WASTE LANES IRROUAFFECTED BY lie REST OF IN NSUCHODS A WAY A5 TO 32 A MARK OR OWNER IF ACTING A5 T DART EXOR SAL CALLA WALLISEN FIRE SPRINKLER COVER PU1B AND 1'lANTAN SERVILE 11DOX.IORLr TIE AST O THE NOISE FOR� CALL CENSOR CN1 BB"OE TQI OW�VRREER L5 uMLs OR eBurrn. Off SITE PLAN sme,va•,r-Nr PLmEatD N'AD DEac EXTEEnN RE THE REC F ELECTRICAL TRICMACTOR I9ID FW M FOR THE REMOVAL AND/OR 1-SA-TR-W.AD VAN CE NOTICE O 2 TO N CATS MAT BE NFLF�ART A-I REDG7ICN OF ELFOTRIUU.HIRING MD FONRB/S RTC1tRFD. PLLTPFD TYPICAL CORNER NOLDDOWN DETAIL: SYMBOL LEGEND: WALL LEGEND: DIRSM ER CONDITION 0 SNGLE MD MWLTI-STATION SMOKE ALAM TO BE E I%M KALL TO REWN (' B.D. INTO NNEGTED AND HARDWIRED —_- DGSTM WALL TO BE ReM D 7 _A.� t i V.S. ® MN 2'x e WOOD FRME WALL architecture,P•C. cARBRI MONOXIDE DETECTORS SHALL BE DmALLED ® NB4 2'x P WDA FRAM WALL (L -- — M AS PE MWFAGTURER'S SPEOFICAT70S AND HARD LOAD BFARNG WILLS•" I T P.Q BOA M4 IAMF�6`OAT_W 3I917 0 NEW P.C.cxREIE WALL P+arve Cw t>rs-zw: nx(mnnv.zvs I" I ❑7 WINDOA DE5rMTICN(SEE MROCW S(OMILE) ! FIRE BRIO: IBM I ' I STANWitO eRlac B 14• Q DOOR DMIGNATION(SEE DOOR SGMXILE) ® DROPPED MASD9R S15TER 7Yl MCRxIM LVL ON FIGI SIDE OF NSTN:comeR COMMON EOSTMG BAS@ffiRi GIRDER FROM EXLST%CAA11, AND PAST NFH C."D(fmm TO WXA •�—�SECIICN MARK(OWG4/SNFET) BOLTED I�CVC POST N MR x CARRIAGEE COL PROPOSED S Etmtr ,�]DETAIL SECTION rARK(DWG3/SNEET) WALK M STAR DETAIL DRAWING MARK(DWGRISNEET) I 14 T7 •: I '` I IAIiTxN OP C OGA IDLDroWN TO ALIGN— .ti 'y I CNTER LNE OF E)MMOR WALL ABOVE EaSTOYa STAIR TO RD•WN SAW art EnsTM I Proposed Additon/Alteration 'T F'O PIDATM WALL FOR RAW +. I m CASSMIT WWOOW.FRAM ��E❑yyI WOOD PST T6W To INRaM OPI I M For. IRIDERSIDE DP GIRDER M SURE TREATED I PPMDE TREATEDRO MATERIAL IN MATERIAL N CONCRETE Al..,I T Wells Ave roN A WTM mrI PrtoR SLAB To TREua CRAW © I FOUNDATION CONSTRUCTION T- di' S'•i' L'h' V-0. I .v I FOOTING SCIIEDULE Residence SUNROOM SLAB TYP. I I . I (2)2'X 6'AM SILL PLATE WIN SILL SEAL 'CLPai-Tw TERRTE sDOED WAIL roonuc EXISTING NYlN _ LYL XI.IL I8H$ED-4Y4_r TLP MTES4(' T 1 I LB'ANOGR IYA.TS i 36'ON QNTEE MAX,AT FAOI SIDE a EVERT SYMM 51M RMAR REMMEI E TS -- - 1 I �IXF.YII MM i'TO 7 OF THE FTRO OF EAOR PLATE,AND WRNN IV WA a.%' (2)IS REM COMII)G5 T T [Tr[ II '' V I PROVIDE MLMC N AS PER SNEE75 W-I AND W-2 Crum rearm L —J L_ W TF"PIM)To I I S'PAIRED CONCRETE FORAATID!WALLS 1 5RE RE&A RMAUrENT5 GALLON PO-WEL BEAR = B I B'X 1P MIRED CQYRETE WALL FOMM(WRI KEY WAY JOINT) 24504' NOT REOLREO 25i10'FLOOR ADIST SUPPORT Nf LOAD ON SEE BLSI tw GIRDER NOTE NEN CCUM(AM%CAPACITY) I •' PFMM(2)M REiAk CARTINUOLLS N All.BS16'FOM%S F-1 DIISTM TMN WILL W SWB TOP PLATE TO I'I PR7ADE(3)M ROAR CARTIWOIS N ALL ON'FOOTOYG F-2 3Oa3O (3)O RFBAR FIAT NAY �T6t ABOVE. ABOVE To SE SUPPORT POW LOAD ABOVE m \ I I 3-I40 DIMMTER(STM aW WFdwr)STEB.COLIA'2I WMN v4'TOP AND SOLID N Rom CAVTTr POST ABOVE TO BE S0.D SRBNUT mSTWALL PR NEW _ _\� I EASE PATE DER:PIERS Two l IxDaR TO E%ISTNG BLOOM N FLOM oWlTr TO — ADD 5"bW BERNG TOP TRANSFER NWTE ro NFW DOM FRAME N RMIG 4 ]4'x id'x 1Y DEEP P71RED fDNCRETE C0.1A1N FRIIIDY ME RFB1R REGJIRE'�II5 PATE POURED EA7rm. OXEBIG WTM PRIII I P FOURFD fAYREiE FLOOR 9l/B P-I IY CIA NOf RED TREATED rIATERX WMN — --— ANDEPSDE' �'T WOmeTN 3995 Wells Ave DAITRXF Fd1NDATION BELOW GRADE P-2 WDIA HOf REDIBRED fl Y COICRIFTE°R oPBRNG' PROVIDE Bo(SM To SILL PATE CCOEL70RS AS PEL SNEET W-2 Southold,New York FULL BASEM DRILL t GRarr 0 RESAR 4'-D' B' TO BE FDBSNED I?-VERTICALLY ON cExrEtR S.C.T.M.#I000-70-4-I 5'-L' REVISIONS j 07-03-Z022 Sire Plan updm d wmb IA O Sys—mbrwi in SCDHSSe&d & ACCESS DOOR OR FOUR CUT IXDi1NG P TO CRAW.SPICE. FOUIIDATON WALL AND O0I-IS-2023 Siw�eP an as pm LEAVE A 204e ACCESS NYSDEC(:+ •' DRILL F 7 g RIH1R. TO NEW CRAM SPACE 3 r.7-2023 Sirr PIED updaard as prr I IY VEEIUL.Y ON CENTER PxA.PATIO Q smHs con,n.rwr. POOL WALL BRALAG Ol.EY3-2023 Infom+amn added u per I - ( ®nd,niniarnurew,Pw rTw Wq� ELLP A DRILL/GROT M STEEL W STEL KILL R:oFm rioo wTawn Twin EXISTING ELCO DOOR ro RESVi•U. BE REIVM AND VERTXi1ALLT ON I O wulmATw+WALL ro BE I j MT 6 ov-oT-zoa Rer:,rd enaaa�R s.r z I FILLED N } L'-P 6' a-II' B' I I I I 1�10-01-2023 fk i"B dldiwg S, y. >rA I�IIIIIIj jIIIII I �a 1I PROPOSED 7 a OOOO 09-09-2024 Pend P—k Sc CRAWL SPACE CRAWL 5PAC MOSTM PROPOSED POURED a PATCRAWL SPACE SCAB PRa PROPO ED POO L WALL DETAILS v4' r a CORED 4'RAT SLAB COSTING YP FAB_VST Ea REBkq R N yDc2yi! — -- — —— DRILL 4GROUT z RfR. m VE MCALLr ON CODER 0 IY-4 I I I i�DV. ---- .: ., s o o SEAL I I tY AA , O' i GARAGE SLABcaLL AD74DDER r .i; r' PROPOSED I -- ------ - b. - P UFTD P GARAGE SLAB I r i----------- -------1 t�P ARcy PRrGIED TO DOOR 0 NI2 I I Wf�` ___ _ ___-_-y_'i B'4' 7, I I s hI I I -- ------ --- ----------- --- - - -- I i In'MIRED CaYRETH FED I Y • I I I I FONDAT04 VA L O I I I :• I i:'I I OF NE I': I I'; I •�I POOL PATIO AREA I------------- ——————————— -) I +� SEE SITE ,P dd uiz d,aa.=T -- ----------- ---------- -I i + sere vs•=ru•DA- a/A/m71 I=�;I I:; TLD curcRFn nr as M.0. I'-4' 9'-/'Ma. 7-Y I I ia-4' r'L------------------------� J 1, TITLE D DECK --------------- D - - - - -- - - - - -- - - - - - Foundation Plan I ' SHEET FOUNDATION PLAN srea lA•_ro �d A-I • L A 1— 1 PROMSED POOL PLAN A-i i WALL CONSTRUCTION xARaE eDARD,IUROE PLANK HDROONTAL SONG STMBOL LEGEND: WALL LEGEND: 'BLI1Bga DR Ea1LL AIR INFILTRATION N BAWUER V!IX1ERUR GRADE PLYWOOD SHEATH"' 0 SINGLE AND MULTI-STATION SMYIKE ALARM TO aE EOSTINC,NAIL TO REMAIN 11 7 X 4'HOVE STUDS 6 10 ON CENTER hT1117 X,•SHOE AMU DW&E 7 sm. INTERCONINXTED AND HARDWIRED "---= B051M HALL TO BE REMOVED x 4'TOP PLATE ---- 2'X C HOOD STUDS 0 N'ON CUTER WITH 7%V S M A'0 OLUBLE 2' ® HEN 7 X 4'HOOD FiU4B WAIL. amclTKeaum2 p.c. X 6'TOP PLATE(AS SM ON PUN) CARBON M 01MIDE DETECTORS SHALL BE INSTALLED ® HEW 7 x 0 HOOD FRAME WALL W GTPSLM HALL BOARD ALL WALLS AND CJ7lLYS(MJISTURE OSI AS PER MANUFACTURERS SPECIFICATIONS AND HARD _ RESISTANT HULL BARD AT BATHROOMS) WRED C=23 LED BLOM WALLS SIB'TYPE V GYPSUM BARD AT WAGE NAIIS AND CELING Pa Aox Mssr N*+F+Po0.im u90 'ANDERSEN'WPD%5 All.WILL OPALT RESISTANT GLASS,Lao E,AND 0 M94 P.C.aNmm WALL PNOve(ral)na.ra.+z nxOAxnTrs•a'• ARGON GAS(5EE PIA2S FOR FIfOEI WADERS,SEE FLEYATIRS FOR ©GRILLE PATTERNS) WINDOW DESIGNATION(SEE WINDOW SCIIEDULE) FUME BRIO POOL PATIO AREA CO�N-a� AAST=SSI(EET�z WALL,Arm HALL TO FaMAT%N EMM STANDARD BRICK SEE SITE O DOOR DEsiGNAnON(SEE roLR SCHEDULE) ® CROPPED MASCWT EXISTING DECK SECTION MARK(M-r�) FLOOR CONSTRUCTION DETAIL SECTION MARK(DWGW%IEE7) FLOOR F1.4aa AS PER PLAN V-7 37--5' 4'TONGUE AM Elm GROOVE FLOMPLYW OD SNU MILL'a!CUM GLUEDGLUEDM�A DETAIL DRA ING W MARK(D A1514EEF) I x W x II W TJI PRO 560•4'ON CENTER SECOND FLOOR T-11' a-0 i5w V-2 9/If' O-9 VY PPORJ3ED !f ❑K QN ❑K E ❑D WANK OUT STAIR STAIR 2)1 rw9 N M ZLAMLVL DROP HEADER CONTINUOUS : (R)2410-DROP 0 1 Proposed Additon/Alteration For. - Wells Ave 4 - Residence F 7 LIVING ROOM Y BEDROOM � El(LSTLNG -J IXISTNG O �Y P I T i It SUNROOM 0-0 11 104 11 EXISTING (4)V X C SOLID POST (4)V x 0 SOLID POST - _ -------- - --------------------- - -----A----------- -------- I7 l� �(3j I Y1:RTTv ---Tv��I�TDei-- ----- ., -- u' _... � � SEES sAve Soudiold,New York PROADE JOIST HANGERS T? " CLOS S.C.T.M.#I000-70-4-I AT ALL RUW CONDITIONS - W.I. OS n O u D, PROPOSED IED QA REVISIONS Y rt 0-0J-2N25:,A!hc Plm up,6rcd Did,LA S;:1.m be ..SCDHS Standards V KITCHEN OI-IS-2023 Sire Plan up rrn/ac 5';, per PROPOSED O NYSDEC Conunc° o9-n-zoz3 svrr Plan rWdared v Prr ❑ PANTRY �° J O SCf0E9S Cummmra 2 fFILNG LOST PROP050 4 OC.-09_11123 lnl°m,aum ui v pcc 16,ON � . admWc¢arive Ammdmmr(or Ttusrem Y 4•I A O5 Ob 4 r PROPOSED 14-2O735ir,TP°�S's' °TRdma,acdm. pl q - TL y❑ ©09-0I-2OLT R..si d B u7divg Sc !' +pS 7 IO-OI-2023 R-md Building sa N 0°O°0 09-09-2O24 Rm—I Prmuc,,S!1c ON CENTER0 0 0 O R I�, (2 I Y1ta 1'LYL FADER C - 777 1 0 ® °� O UP B ^ 1 m ❑A DWR SCHEDULE O a BATH J 0 INTERIOR DOORS 0 {• -4' N' SYMBOL 3 SIZE TYPE REURKS 0.4'u '-4' L4' 4' M L'-10' 4 -0' 4 I 3'-9 Vt' -2 V2'4' 11' 4' 01 26,L` HDYID 4 FOYER CLOS. TX OFFICE F ✓ ° i O ��❑ 0 3R,i` WAGED O FOUAI I O 5116, IN FOLD MUDROOM I Ox ❑lsTal DOOR TO BE BUILT ON SITE (7),1',IOr DROP 1(2)21b'A (2 YS10'DROP T SEAL M c D I ���DOORS 1R d - 5T1BOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMAR3 ER �C 3'-b ❑ L'3 P-P i4 VY- i O 3¢,7' TOM TRU 3YDM1 STAR Ewa ENTRY ITS 21.0 u,`yt STaO,�s, 24'4 IA 2S3' .•ICI'ON O 3 ,T 7NERMA TRU SMOOMH STAR 3PD 9 LUTE 17A 2110 P� R - ' © 3`,7` E18E%dAbR4TAL TO MATCH INTERIOR 30M SOLD 17.16 21A 45 MIX RATEDANaAATED rrN'C1 Y IL'(N C9IfG2 ►i 104,6` MARVN ELEVATE Im 60A 675 %I ' JI SO E m Q �" i O LU,G` MARVN ELEVATE um 3625 40.5 FO 9°,81 TBD GARAGE TIED n n GARAGE-Ra1 W DOOR OF NE I _ ___ _ _ I.ALL GLAZING TO BE NWN PER FOFMICE AND IAW-Fr UNlE56 ROPED OTNFiOiISE GARAGE __________________ 2.GLAZED OPEWNG PROTECIWM SIA L MEET REa AUNTS OP THE URGE MSSILE TEST OF ASTM E FPS AND OF ASTM E M.IF C.p^a¢h•°r,sTROM5ID p...nD.R6° IPACT RESISTANT GLAZING 15 NOT PRPADED TINE!H70D STRUCTURAL PANELS WITH A MINIMUM THOXHE55 OF 7VIi'AND A MAXIMn PROPO'm E _ f!-6' T-]' B'V.' I'3' SPAN f)F 0 SCULL BE PERITMTTEO FLR OPFliLY PWIfFLfIR1 PANES FCR EACH OPENNG SiLLL1 BE PRFCUi,CABBED,MID STORED HMTN ATTALH'ENT HARM"E.PANELS MUST BE FASTENED AS PER TABLE R02.12 ON SHEET W-1. rhmnm ls..ThH e.d,pnfin . da.in W u�,..p.,rydJ.,W:u.c WINDOW SCHEDULE 5T1BOL MANUFACTURER OTY TYPE R0. D61QUnON VENT AREA GLASS AREA UNIT AREA EGRESS RE1AR0 moll!Cr NO. A MIMN 4 DOUBLE NAY, 3O)l',mm a 3OM 314 5J12 SA NO M/4'=1'.a• on a/A/mmM �8 MARVIN I AMNING 4P,23 V AWN 2W 545 41A 7.13 NO Trn G MLOxEO sY C MA I DOUBLE AM 64',fO N CN 37LO 2W 9M,04 RIM 25.N NO FACTORY M UED ❑D MATMN 3 DOUBLE WM 77,ON 33f0 Z4 1153 21.8 52 YES FACfORf mRL1ID TITLE E MAWAN 3 OOIBI.E HAS Y N ON O4 BRO iH 4.77 LEA YES QF MVMN 4 DOUBLE HANG UN,36 N CH 3436 2.74 53i 8.7 NO LT O O -.- © MVMN 3 CASEMENT BY,41 V ON SEW 527 75 B YES WIN LEA RAIL MARVIN I UvE ENT fA',A%' ON 334T 2N 1654 54 22 YES FAC Mr MULLED HIN OROC RAIL First 2"1' a-a r-e' ao r-r J M ARVIN 3 RCTURE 73',60$' CAP 7359 - 253 305 NXl Floor Plan K MA1MN I DOUBLE HUNG 136N,521E LN 3K2 4.71 ELM ¢2 NO MWMH I CISSW Ti',55 V d 3]%iH Um b5'i 25J% NO BASEMENT M❑ mMR✓IN 3 G5F`BNf Es.:43�' Ql 33A3 bn 631 94T ITS KMO4FA RAIL N MAiMN 1 Px:TVRE 6d,57 ON L252 R4T 24.1 NO N� L ALL GUZOYa TO BE Nlal PFRFaEWNCE MID lLWE.umms HOMED 0114905E. SHEET 2.GLAZED OPOUNG PR7TFCTION SHAL MEET REaAREMENfS OF THE LARGE MISSILE TEST OP ASTM E 19%AND W ASTM E LIU.IF FIRST FLOOR PLAN IMPACT RMSTANT GLAZING S NUT PROADED THEN Y3TO0 STRUCTURAL PANELS HDTV A MNI7AT THWeS5 OF TV AND A IWOM M I 1 ,V4'•I'-0' SPAN OF W SMALL BE PIRIMED FOR OPENING PROTEC70 N.PANELS FOR EACH WD11NG SHALL BE PRFDMT,LABELED,AND STORED WITH Ad ATTAOILENT NARDNARE PANELS MST LE FASTENED AS PER TABLE RJO2J2 ON SHEEP H-1. A_2 y WALL CONSTRUCTION 161ROIE eaARD,uARLXE BANK HorREwru sIDNG SYMBOL LEGEND: WALL LEGEND: 'eIIMEspN q2 GRADE AIR OPILTRIEAT BARBER V2'IXrERIOR GRRADE R000 TY SIPATHPG 0 SINGE AND MULTI-STATIRI SMOKE ALARM TO BE T3(STING WILL 70 Rfr1VN FX6TING N1LL TO BE REVVED 2'X 4 VWOOD Enos Y ON CENTERMH 2'W x e SHOE AND DOUBLE 2' S.D. INTERCONNECTED AND HARDWIRED -- 1 .I X 4'TOP RATE _ 1.I R t._C�., % �l.}\ 2'X P WOOD STUDS 0 W ON CENTER WTH 7 x 0 SHOE AND DOUBLE 2' ® NEW 7 X 4'HOOD FRAME NALL architecture,o.C. X 6'TOP RATE(AS"M ON RAW) CARBON MIONOXIDE DETECTORS SHALL BE INSTALLED NEW Y X 6'WXOD FRAME WALL RF5751AXr WNJ.BOARD AT7 OATNRGO6)CEILINGS ' [M NA�TINWFAl:i71RER5 SPF9FlCATIOl5 AND HARD � �BEAD�S vo.Box rzs� 1.\+�POrtrrry uw] 5N'TYPE k GTPWR7 BOARD At GARJrE KALE5 AND CEILING TZONBtG.MIr rr4+.+. Fwx(AM')n9.7nv ANxRsEG'WRDONS ALLOPG EA NC m P56, G AND NEW P.C.CONCRETE NA L AO ASTTE 5[Z ELEVATOFL FOR GRILLE WINDOW DES'GNATiON(SEE WINDOW SCREDLU) FIRE SOCK Rt 9 WA L TO ROOF WALL TO NL4 AND N1LL TO FL.". STANDARD BRICK fDMIFLTCnS A5 PER SHEET N-2. O DOOR DESIGNATION(SEE DOOR SCHETMLE) ® DROPPED MLSOBir SECTION MARK(MQVSNEET) FLOOR CON5TRUCTION ,I&--!DETAIL SECTION MARK(DKISVEWEET) 3/Fl$T IFIXISIMS AS PER PLAN ONGUE AND GROM PLYWOOD SWATNMG NAILED NID GWED �A DETAIL DRAWING MARK(DWGR/5NEET) 19:X RJY TJ PRO 230'FLOOR JOISTS AT W ON CENTER I T,'X It R'TJI PRO s60 f K'ON LINTER 55=0 FLOOR Proposed Addison/Alteration For. -_=__- _ _ _ __- _ __ _ -- --©------- --- - -- - -- -- Wells Ave 6'-0, Residence 0 Am WALL I I I � r-------- I I I 4' T-I' p 3 4' O -IP �41 s'a - ON ENTER 3995 Wells Ave KT LINTER BATH ;^ s3 I i BEDROOM T-1'Mnd3• a T; 7 I I BEDROOM Southold,New York ry-BW-W S.C.T.M-#I000-70-4-I I P-5'CEELNG TRAY .. .. -_ REVISIONS T�I Q i O Syn^ro w be w I in SCDHS Snnda 6 II II 0 SID20Z3 Sire Plan Led v per O N 27-20 C i.PI- 1I 2 Qi 3 o4-n-zoz3 sK PR.v ,red v per v 3 SCDHS Commm 0609-20231�amadan ad ®Ad^i^izeearix Ammdmme For T eras m I P ' o la-zoz3 SimP I j I s-IG 14G11 WALL 7 B' T-4'� �4' 2'-0' ; O Re:ubmizie^m Tow^Toren+ IT-- ©o9-oT_zozT Weviscd e,�dinS sn I +---------------------- -----iLA - U R I I ®o9-0 zoo id P-m Sn 1 I'RWICRKXETD"""rE LL�T II uNNER , II a^ ,I I I I L'J - n GFTjmT RAFTER uDGFR L'J O M I ; L - ---- ---- ------j--- ---------- - ---------------------U DXR SCHEDULE 3'-9e 5'-10 II52'I I 9'V 4`6 wK' INTERIOR DOORS O I M 9TMBOL SEE TYPE REMARKS I I I I I IQ 2'.6' MW D ID I I I a I I O 2'.6' OWED O DORM RILLS I I � I I I I IR I I 3 2°.c' MIrGFD 3 II I II Q ° ' Q Q II I I 0 3.6 MNGED O QB s°.G° BI FOLD i � P I 0 OSTM Dan To BE WILT ON SITE SEAL ' ❑F I I I I EATET410R DOORS I Tp A I I I I ST'B0. 5� MMNFALTUPER TIDE DESIIX4TIOl VENT AREA O6T AREA REMARUS tpR AR(,+ I II I O 3°.7° THERMA TRU eJLDTH STAR 3ON ENTRY D.K 9D \y�0 SilrO�y� -'+-__ - -----JL-_ y __ ___ -J.J O 31.7' WERMA TRU SMOOTH STAR 30R 9 LITE 17.K BD J P� Q F��r I C 31.]° F®HCdA%TtETAL TO MAYOR MTERDR 30A SOLID 17.16 21D 5 MN RATEDATEQATED I I 0 e.6L MARVIN ELEVATE Om W.4B 675 r mLNG I CELING CDLI M' __RA 50'MOIOF RAFTER IG'ON 2'.5'R3CF RAFTER/16'ON i - ER CENTER O 6°.G' MA" ELEVATE SOB 35M b.5 '9T D7910 O� I : 0 9°.B° TED GARAGE TIED 72 72 GARAGE-ROL IP DOOR OP NE BONUS SPACE I ❑ ❑ --__--J d� I F; ---------T---- 1.I11 GLAZING TO BE 4BGI1 PERFOWIAN[E AND Ld fr UNLESS NOTED ORMER415E. Cep/dd•+3oi�5rlto.IUmA�e,®e.pe Ae.�.0 2.GLAZED MMING PROTECTION 511ALL MEET REIARE'RNR W THE LARGE M55 E TEST OF ASTM E R%ACID OF ASTM E Z%.IF I I INTd01TIO1E0 d K___ IMPACT RESISTANT GLAZING IS NOT R DED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THKRMEW W 7AG'AND A MWMUt I kl I STORAGE 9' ---- - SPAN OF 6'SIWl BE PERMITTED FUR WINING PROTECTION.PANELS FOR EA7K OPE04 SHALL BE PREOIT,LABELED,AND STORED WNH .4..n4,MuRneoe.m I I j I L____ -___J AT7AGInINT HARDWARE PANES MAST BE FASTENED A9 PER TABLE R30212 W SHffT N-I. .tea ,dm�trn FN.ANde^. iM b..Ng.eoi•e�;f Gve �6. V cit YI WINDOW 5CHEDULE SYIMBOO I MANUFACTURER I OrY TYPE RA. DESIfd1ATON VENT AREA GLASS AREA UNIT AREA EGRESS REURM6 SGLE I IIv=1b^U a/s/uDr 0.0Jrcr NO. 2M1..HNA j A MWMN 4 DOUBLE NRiG 3D$'.44)? ON 30M 111 5.B2 SA N7 Are i ❑B MNMN I AYRBNG 4Y.73 TES' AM?SZ3 SA4A9 7.B N) UxAwNBr In Cilst,cen B. DORMER WALLS mmvIIN I DOIDIE HUNG GC.WY' a 32G0 2W vW N.32 a.B NO FACTORY MUDm ❑D MAR.1N 3 DOUBLE NIAG IV.GOY,' GN 3310 2W MISB 21.13 E? YES FACTORY MULLED ED TITLE i I � 2'16'COLLAR T115 0 16'02 ❑E ttARVM 3 DOUBLE IIRYa 36 JS'.WY) ON 3Q0 sJG q77 L9A TES I 0 MARVIN 4 DOUBLE W4 34YA'.30 ON 306 2.74 526 8.7 HO j © MVNIN 3 CASEMENT V.n V ON 33n s17 71b B YES WTH CHEM RAIL Second I 5.6 22 YES FACTORY MUM W W QECT.RAIL H MARVM fA9EtB7T 65':n!6' CN 33n 7W K54 I ❑ M ❑J nWN 3 PCTURE 13'='o K' CAP 134 a3 SOS NO Floor Plan I © ❑K MAIM 2 IOUBL.E MING 36 N.52 Y.' ON 3L52 4.71 0.94 122 NO `-- ------------------------------- ---------------------------------' © MAMA I CASEMENT V 155 TES' CN 3795 24 IIM O57 25AG NO WASEMDr ❑M HARVIN V' CN 3343 L71 631 9.63 YES WITH aECIZ RAR 124 12.4 ❑N MN7MN I PICTURE 6B'.sY ON Lag - 17.67 24.1 NO WoI SHEET L ALL GNAAZMG TO BE MGH PERFORIWYE AND uA4-E,1&.NOTE)OTHER. 2.GAZED WFNONG PQOTECTON SMALL MEET REO!'JRFMENTS OF 771E LARGE MC£B.E TEST W ASTM E FM AMID W ASIM E IS.IF IMPACT RSTANT G AUNG IS NOT PROVIDED THEM WOOD STRICTURAL PAKE5 WITH A MNIMUM 79MIESS W 7/I6'AND A MUOMRI I SECOND FLQ7R PLAN Srtlo I/4'.I'd SPAN W VSIIALL BE PERMITTED FOR WBJMG PROTFCTOL PANELS FOR EMU 01 SY°E.BE PRECUT,LABELED,AND STORED WITH A-3 A-3 ATTACM1INr HARD1,ARE PAVES MUST BE FASTENED AS PER TABLE W232 ON SKEET W-L MATERIAL NOTES SYMBOL LEGEND: WALL LEGEND: ROOF CON5TRUCTION 0 SINGLE AND MLTI-STATIC!%VKE ALARM TO BE E MM NULL To RJ?WN .�C �`1�� 9D. INTRCDIWECTED NID HARDWIRED -- eas'm HALL TO BE REMOVED -A- t O- 1. ,y M TR FELT PALNILLL GRADE ASPNLLT 5{eNGLE all 18 FELT PARR ® N61 7 x P iIOOD FRAME SWI. BfCiliteCLUEE!•P•G SAY DREWOR GRADE PLTMOD SWFATNNG CARBON MONOAIDE DETECTORS SHALL BE NSTALLED KEN]'x C WOW FRAME WALL (RN 3,x 9 Al LVL RAFTERS f B'CN CE7TkR RIDGE BEAM x L RWF RAFT Q1 A PEPR MAMWACMERS SPECIFICATIONS AND RAM Q MAD BEARM NAUS 7 M x 6'MM"'T D V CN CDIfER P.O.Box Mssa J vu54oRiNr nw- V x 4'Ca LAR rM AT B'ON CMrER PLACED VS OF THE ATTK: NEW P.G.METE NAIL La0'/>9- : PAx(mI)rrvaav HErdR BBDFI RIDGE(KO RIDGE STRAPS REQUIRED) Q WNDOW DE5IGNATION(SEE WINDCW SGIEDULE) FIRE MCK PROVIDE ALLRIOOI FlA51@$AS R5XVM MVIATER BARRIER N ALL VALLEYS AND ROOF EDGES ® STANDARD BRU RAFTER TO PLATE C08WORS USE'NSP MOM KUMBRS Rri OR RTIO O DOOR DE5IGNA11O.V(SEE DOOR SO4fIM1LE) ® DROPPED MASRORI —�SECTICN MARK(DWGPrSHFET) 4b--J DETAIL 5xrm MARK(DWGR um) DETAIL DRAWNG MARK(DWGR/SHEET) Proposed Addiron/Alteration For•. r------- ---- —---ter--- ------z----, II Ir---1, II We Rs Ave II II Ir---ll II Residence ------JJ II y IL---41 I Ir------- L. �L———al ---al I II II � IF---JI II I I I I---J I I r I I I L---j II II IL --iI I L---iI sI_V.9VMCRDAMLVL RIME BEAM I 399S Wells Ave Southold,New York I I II II S.C.T.M.#I000-70-4-I II I I I I REVISIONS OBI-IS-ZOOS-Panupaa4aa,p. own 7-o Si,Plan npdared:s p.r 3 I I 3 SCDHS C—� 4 06-09-20211n n non as v P'r LLi __ L-- I I I 0 Rcnbmen Town T I CR%MD7 II-- _ II II II ©os-or-wzTR..+..aeuua�BPROADE s.� LATUMO7 r0-0r-7.023 R.-i d Budding Sa I I I I I ®09m-20u P A-d P—ik sn J II I II II --------------- ------------- -------- L----------- ----_ O —_J_L_—_JJ I I I I I I I I I I II II 0 �I I L 1 111 I I I I I I II I 0 II � L -11 jl 0. I I JI I O j �I j1 0. I I 1 I SEAL 2%S'DORMER RAFrM f IC ON I II II �gP ARC, STROy ne !u•➢N I I I II II jl r j9T OtBTS O� OF NE I� PxotPs.-rMo. :aawe I I TT scA� vA^=ro•n ennozr wn Br n.n cuecKEn Br j Rae'22W r IL•04 I TITLE II II I� LL__________________________ Roof Plan SHEET / I \RQOFLM A4 A-4 I S lh�w[SJSI archirecture,p.c. �- .61tDX 12a4 �NE RT,M'IS91� PHONfi Certlns.xuaz Ax<sitTn�r,+.v i F ®® Proposed Additon/Alteration For. Wells Ave :.. Resi ence /1 SECTION'A' spa:114'-I,-m A3 /' A3 77 I 3995 Wells Ave Southold,New York S.C.T.M.#I000-70-4-I REVISIONS O07-03-TA22 S(rc Plan updued aids IA System ro be n SCnHS Smnduds I® UI-IS-2023 SOH`Sire Plan up u'- O NYSDE(:Comanmrs 04-27-2023 Sire Plan updated as per I § ' - § O SCDHS Cvmmmra OAdfi-OYminismd-2023 ve InFamuuan add Ammdmmcf rTw�® ree O5 OG-14-2023 Sirc P an up Rcmbnvs•mn m Tuwn Tmsrm ©09-0I-2023 Rcviud Building Sec MATERIAL NOTES O7 lo-of-zD23 tia,iaed Bni]ding Sec ROOF CONSTRUCTION ®Hui udil"i 09'09-2.024 Rm-d P—a Sec 30 TR ARCIMFLTURAL GRADE ASPWALT SRNG E O 30 LB.FELT PAPER 5/B'BOERM GRADE PLYWOOD 54FA114M (2)1 T4'x 9 V LVL RIDGE BEAR O Y X C ROOF RAFTERS 0 W ON CEMIR 2'X 6'CELRG JOST Y K'ON(ENTER O 2-X P COJAR T�AT W ON CENTER PLACED V3 OF THE ATTIC O HEIGHT BELOW RIDGE(NO RIDCB STRAPS RMKRED) f DU M PROVIDE AU M FLASIMM AS REQUIRED ICEMATER BARRIER W ALL VALLEYS AND ROOF EDGE O RAFTER TO PLATE CONNECTORS USE US?rD0E1.l8PBE76 RTT OR RTO WALL CON5TRUCTION O 'BI�lIE51E.IN'M EQUAL AIRAIR INFILTRATION BI�iRRSIER O V2'EXTERIOR GRADE PLYWOOD"FAT"" O 2'X 4'WOOD STUDS s 10 ON CENTER WRN 2°x 4'SIM AND DOUBLE 7 ` i x 4•TOP PLATE ....._.. 7%6'MOOD STUDS•li'ON CENTER WRN z'x 6'SHOE AND DOUBLE 2- EL X'TOP HATE(AB BOARD A ON WALLS SEAL VI'GTRESSTAKr WAIL BOARD ALL WAI15 AND CEILINGS(MOISTURE SAS'TTPE A^GTPSUM BOARD AT GARAGE WMIS AND CEILING CGP �C Asi SECTION'�' Smk:I/a'-I'-0' ----------------------------------------------------- ---------------------- •ANEI06E'YUNDOWS AU WIN RESISTANT GLASS,LOW Ei AND �OJ� sTRp y� _______________________ f�GAS��gANS FOR MODE.N MERS,SEE EEVATOS FOR �(2 ACJ' PROVIDE WALL TO PLOF,WALL TO WALL,AND WALL TO FOINDATxN :R CONNECTORS AS PER SNEEr W-2. VENT THROUGH RCOF(TrP.) VENT THROUGH ROOF(TYP.) VENT THROUGH ROOF(TYP.) . I� r 9T OPBT O� FLOOR CONSTRUCTION OF N ROOF FLOOR FINISHES AS PER PLAN 3/4'TONGUE AND GROVE PLYWOOD 5NEAUM NAILED AND COILED -_--__-_ 2° 1%,X S N TJI PRO 23O FLOW JOISTS AT W ON CENTERt".wn:ane mzi srnoa+acl, .are ARaXNn __- --i ----2---T�- ilmuoa.,va:....ba�, erevi.va..ve.s - 13:'%II'.6'TJI PRO 560 0 16'ON CENTER SLiItQII1 FlAR �. �e e,u�`�'m"^""^da m'm'°a•'°<'fi" ' BATH 11-I/4' 12' ! FOUNDATION CONSTRUCTION I y' i I � TFa�a.,.�nsd.pn6.arumHmurk�.tN®Ne. (2)2'X 6'ALO SILL PLATE WNN SU1 SEAL 1 1 I I ache l.qa ocrycbT..utm y.m,,, LAV. 11-I/2' i I II-IYO' &W ANOILR BOLTS 0 3C ON CENrER MAx,AT EACH SIDE O'EVERT 'T WI C. I I LAV. W,C. � Wio)Ecr Wo. a/�/2aZI I 3• I T�7 I 3' rNING NrrHIN 6'TO W OF THE END OF EAU RATE,AND WfiNM 7 . qt 1 I I TUB I i i OF VME CORNER SGLE '=I'-o•DA>E 1-I 4' I I I I I-I 4' 1 SHOWER fROJIDE IIOIDOOINN AS PER 91hT5 W-I AND W-2 B PCIRE)CONCRETE FOUNDATION WALLS Tua CSIeCRev or RS 5FCOND FLOOR I I I B'X 16'POURED CONCRETE WALL FOOTM(WITH KEY KAY WONT) 2' 3 _I/2• S. 2' ° 2 PROVIDE(2)*REBAR CDNDM!DIS IN ALL 0116'FOOTINGS TITLE 2•_- TRTOIDE DIAMETER (STANDARD E*)ALL l2'CO FC TIMS Wr% r---r- ----------- � C.O. C.O.- _T--- 3•la'DVt1ETER(STAFP.URD weG11T)S1EEL f1AU41 WfTN V4'TOP um +✓z° 3� 1 MASTER BATH BATH -I/4' 2a LAUNDRY I a° k° i 'V X BASE 4 PLATES DEEP POURED CONCRETE COL"TOUTING I L� N A DERFOURID �°" Proposed K51 , 1-I/2' PWPFMN'SASMT BELA'1 LAV.I I LAV. LAV. WIC. i PROVIDE B X BEAM T TO SIU P GRADE Tel I I PROVIDE BOX BEM TO SILL PLATE CQdVFS.TORS AS PER SWEET M-2 Sections I I I DISH I 1 SHOWER WASHES I I S.OWER FIRST FIDOR I-I/2' I IN5ULATION N07E5 F.A.I. C.O. 2" I-�' C.O. s 2 r___ R-30 INSULATION WITH WIRE TIE AT CELLAR fEENG 3 R-21 N U LA ION AT RAT W DMI B• LINGS R-7 MK INSULATION AT SIX LOI EGRAM WALLS C.O. GRADE R-75 MUL INSULATION BELOW GRADE WALL9 SHEET C.O. H.C.O.I C.O G.O Svl I TO SCHD APPRCVID A-5 SANITARY 575TEM1 EISf?T. FLOOR ------------------------- --- -------------------------------------------------------- '•Imgnn!nnn.n nwuunn,wnwn m In pllllllll� l�ll� nnnnnnn4nnnnnnuwu Mr —ffima, iiw I it will Wit "In 1.1.1 11.1 Is" till 11 111' 1.911 ill, till::..1 111. 11 11 Son ...... 11F 11III ...................... .......Is...............Is"'',"sn.,Ino-Inn",mmnu I..........I'""I.........".......IS..II II on.-S. � �� aa�llll��h.�lallllllllln (I�Illlh���llllllu � - � ------------- son son SESSESSESE WINUM - M 111 ON MUM W Is .......... 1,MISS ........ .. II II IIIt ra m, i ollon. NESSI. nnun.nnmminunnuquu I. SEE • • • ................................ ................................. It 1 9 1113111 IM I.IHIIjI. B I 111"Ifla IIIIII I In,R 11.11 AS 11.11111.91 wmlmlumunnnmunmwl Alm I On 11SEIIIIIIIIIIII 0 11.1 11, 1 111111..... MI'm IIIIIIIIIINVIIIIIII 111, IIIIIIANSIM, I 1.11 ISE IIE:IHI Is 11 All A Ell".k.111111 so o.ills 11,1111 1 11 so 0""', lammiltaft ut unu IHIIIIII I.Volom moloam I So .1 1 .111 ISE.3111 IS IS. Ill I IWIN lot I It Elm, I A 11 In I I ISSUES till 1 11.3-tlUWmItolifiliel I I So I ......no '"'s it I ills 11 till 1 10 11,111,11oll oil 11111 1 ISE I1IH1EAul.0 I a, mo So 'ASP'STRUCTURAL STRAP moan LETA(REQUIRED WHEN NO .—fJJJfi COLLAR TFS ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE P 16'ON CENTER)SEE MATERIAL NOTES FOR SIZES. —I1— _ CTI RAFTER E c 1.` { RAFTER TO I r� architecture,p.c. .a#ox lzu I,wuzPOrs'rm nvs� PHOM Cvl)T:v-E&I2 rA%(6ll)rt9-2xll RAFTER SEE PLAN FOR SIZES AND SPACING RIDGE.SEE PLAN FOR SIZES RAFTER.SEE PLAN FOR HEADER.SEE PLAN FOR N SIZES AND SPACING SIZES a CEILING JOIST.SEE PLAN FOR SIZES AND SPACING 'Irl STRUCTURAL CAINFITOR FOR RAFETR AND STUDS THAT ARE OFFSET.MODE.-RT7AREF3 H2.545(SB5 LEIS UPLIFT) TOP OF PIATEJ STOP OF PL4TE RAFTER TO PLATE ECTI CRAFTER TO PLATE CONNECTION ILING J015T SEE PLANS FOR SIZES;k SPACING Proposed Additon/Alteration FUSE'STRUCTURAL CONECTOR For. SEE MATERIAL NOTES FOR DOUBLE TO'PLATE SEE MATERIAL MODEL NUMBERS(EACH STUD) NOTES FOR SAES HEADER SEE PLAN FOR USP'STRUCTURAL (GAUGE M STRUCTURAL) ETTAA MAY STRAP Wells Ave SAES CONNECTOR FOR RAFETR BE USED TO WRAP OJER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-WKE.MODELWS RnO(REF AND DOOR OPENINGS(REFER 112)(555 L55 UPLIFT)OR TO TABLE 330 ON SHEET _ SHEATHING.SEE MATERIALS MO(REF M)(Ilffi LISS 4'-0'OR LESS ROUGH OPENING W-1 FOR NAWNG SCHEDULE) TYPE UPLIFT)CAB BE USED.SEE NOTES FOR S MATERIAL ROTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) E(TERIOR WALL STUD.SEE MATERIAL NOTES FOR SIZES OPENINGS LESS THAN AND SPACNG 4'-0'USE SINGLE 14IX AND 'NSW STRUCTURAL STRAP END.HEGI#T STUD AT EACH 3995 Wells Ave MODEL" LTWI2(REF#LTS 12) Southold,New York MK (Td5.UPLIFT)MAY ALSO ��4TRUCTURAL STRAP BE USED AS A STUD TO RIM S.C.T.M.#I000-70-4-I JOIST C001ECTORALSO BE UUSmDAS AA STUo O REVISIONS 'AD55'USP CONNECTOR WITH(2)3/4' FLOOR CORNECrOP m-03-zozz Snc Plan u ar d..�ia T.l SINGLE SHOE SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DCUIU STUD. OI Snam m bc..-ichin SCDHSSranda is FOR SIZES A VW DIAMETER THREADED ROD G NIEL75 STRUCTURAL STRAP 0I-I5-2023 SOU ea upda as}xc _ OFFSET MODEL#L5TA Q N'SDEG C— UPPER DOUBLEAND STULOWER SnZA TOPS.PROVIDE FF FOR STUDS THAT ARE Z Pl 04-27-2023 Sire Plv.updacd as pa BOX BEAM DS AND TO AS 5NLFA1. (620 L85 UP KMQ FROM ROOF LIFT) O SCDHS Gommmca FLOOR JOIST.SEE PLANS FOR SIZES 3 06-09-zo23[ nmu�iw,added as pcc ®Adminiamrive Amrndmenc Fnc T.a— TOP OF SUBFLOORJ� STOP SUB FLOOR 00e 14-z0z3SaePl— pd—d. STUD OF TD STUD NF�TI STUD TO STUD CO IOP RexabmR„ioa.o To.m T:., II BEAM OR RIM J015T. II SEE PLAN FOR DETAILS 6 09-02-2023[tniaed Beading Se[ II 'USN STRUCTURAL STRAP O IO-07-2023 Reriaed Building Scr 'USN STRUCTURAL STRAP MODE.#L5TA30 FOR B'TO YODEL#LSTA30 FOR 0 TO 100 JOIST USE LSTA36 FOR ®09-09-207A Rcvisrd Pnmic Sec DIAPHRAGM BRACING WITHIN 10'JOI5T USE LSTA36 FOL 12'JOIST.(REFER TO TABLE MAST TWO BAYS OF FRAMING I T 4'-0' 12'JOIST.(EACH STUD) 535 ON SHEET W-1 FOR INTERVALS (REFER TO TABLE 335 09 NAILING SCHEDULE) O SHEET W-I FOR NAILING SCHEDULE) O DOUBLE TOP PLATE SEE MATERIAL HEADER.SEE PUN FOR NOTES FOR SIZES SIZES O O STRAP NODEL#P'STRUCTURAL O STRAP MODEL#LSTA I2 FOR OPENINGS GREATER THAN 4'-O' OPENINGS URGER THAN O A'-&USE DOUBLE JACK AND O D(TERICR WALL STUD.SEE MATERIAL I FULL HEIGHT STUD AT EACH NOTES FOR SIZES AND SPACING GREATER THAN 4'-0'ROUGH OPENING O TADDITIONAL'U51 STRUCTURAL STRAP O 'U5P'STRUCTURAL STRAP MODEL#LSTAIB FOR B'TO W Jow SEAL USE LSTA24 FOR Q'JOIST FOR MODEL#LTWI2(REF#LTS I1) OPENINGS GREATER THAN 4-N (IM L55 UPLIFT)MAY AL50 BE USED AS A STUD TO RIM JOIST �R ARO CONNECTOR(EACH STUD) S� StgO�y� 'ADSS'LISP CONNECTOR WITH(2)3/4' WRRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE.SEE MATERIAL NOTES WITH 5/8'DIAMETER THREADED ROD AND r FOR SIZES THREADED COUPLING.SEE FOUNDATION PLAN r FOR LOCATIONS.PRUDE DOUBLE 5TUD5 9). OZ91 O� AND STRAPPING FROM ROOF To FOUNDATION OF NE FLOOR JOsr.SEE PUNS FOR SIZES A9 Cam. BOA(BEA"M JOIST sax.zozx srtcoam#,.a .�w: a TOP�SUBFLOORJ� rITOP OF SUB FLOOR STUD TO SILL ELTION STUD TO SILL NECT .tm+em e�f�eAdoa aw 6,.bl+e'o�MJ.Ne.�Yab MODEU HPAHD22 AT60 H HPAND22(4760 ( wwm.�wM� .na.era,.n�a �r UPLIFT) LES UPLIFT)MAY AL50 BE USED A5 A CORNER HOLD .. eaoTEcr.n. zanamc DIAPHRAGM EWING WITHIN DOWN SEE FOINDAn(1N II II II SOLE LAST TWO RAYS OF FRAMING AT 4'-0' PLAN FOR LOCATION I t", __====q6==—==----- _— ___====—q6 A.Na,m nnir xh/:m� GRADE I I �� Dan BY —ii nrrcxm#t Mts INTERVALS ICI cJ cl� d DOUBLE TREATED SILL PLATE OVER--" VER 5/8'ANCHOR BOLT WITH 3'SQUARE GRADE MODE#LSTABB(870 LES UPLIFT) TITLE TERMITE SHIELD AND SILL SEAL.SEE BEARING.PLATE WASHERS EVERT SO FOR R�ERARP� MATERIAL NOTES FOR SIZES I FOR B'TO ID'JOIST USE LSTA24 94 coHnN10U.5 REFER SET I (EACH STUD)(RREFER TO T)FOR 12.TABLE 4'BELOW TOP OF WALL. 94 CONTNLCUS REAR SET 33B ON SHEET W-1 FOR NAILING IONIZED CONCRETE f DATITION OR 4'BELOW TOP OF WALL. SCHEDULE) Detail Wall MASONRY BLOCK FOIINDATOH.SEE FOUNDATION PLAN FOR SITES. 'ASP'STRUCTURAL CONNECTOR MODELS Section & MP4F/REF#LTP4(6%LB5 UPLIFT)EVERY S6' Elevation BM'ANCHOR BOLT WITH 3' SQUARE BEARING PLATE WASHERS EVERY 36' SHEET a Qe �T n` TYPICAL WALL SECTION Scale:3/4'.1'-0' \CYPICAL WALL ELEVATION Sc#1 B/4'.1'O' W- 1 `f FRAMING AND CONNECTOR DETAIL `J FRAMING AND cmECToR DETAIL • TABLE R301.2.1.2 TABLE 3.4 TABLE 3.6 i TABLE 3.1 NAILING SCHEDULE WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION wlrFOPSSPE'EDiroMPN) RIDGE CONNECTION REQUIREMENTS 7}00sELCONOD GMT(NYR.WIND ®'IPH) „ p r JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PAN EL5A'B D - EXPw EXP— FOR WIND (DL ASSUMPTIONS: 10 PSF) 1JLitec�,p.c. . COMMON NAIL5 BOX NAILS REQUIREMENTS B C• architecture,p.c. FVSNER SPACING n DO a N aeD Fl am op�.W FRAMING SPACING NG(IN.) ROOF SPAN(FT.) FAO+DO ROOF PRCN ROOF SPAN(FT) o6ttTUB ��. 1 va 3 GKE'TwPV P.Q BOX I134 7­­11947 ROOF FRAMING 4 FOOT LE55 PANEL 6 FONT LESS PANEL worvBcm=»9u= wxc�,n�.uu FASTENER TTPE PANEL SPAN LESS THAN SPAN LE55 THAN OR SPAN LESS THAN OR D 06 RAPIER TO TOP PLATE(TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT 3:12 EQUAL TO b FOOT FOUAI.TO B FOOT Yl I 2 16 182 CEILING J015T TO TOP PLATE(TOE-NAILED) SEE TABLE BAA SEE TABLE 3.4A PER JOIST 16 I 2 20 227 20 2 2 24 272 CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP W WOOD SCREWS 10 la 8' 12 24 2 3 2B 318 CEILING JO15T LAPS OVER PARTITIONS(FACE-NAILED) SEE TABLE 3AA SEE TABLE BAA EAOI LAP 2'��� 2B 2 3 32 363 COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOW SCREWS 32 2 3 36 409 BLOWING TO RAFTER(TOE-NAILED) 2-BD 2-IOD E4.C1 END W 2'EMBEDMENT IV12' 9' 36 2 3 12 IB CKI 16 w RIM BOARD TO RAFTER(ETD-NAILED) 2-I60 3-16D EACH END Yj LAG..21 ANCHOR I6' 10 16, 4,12 20 IBB W2'EMBEDfTENT 25 �WALL FRAMING FOR 51, 16riv 25Nrrr1,I faoM304.Bmm,I pvad-4A40 N Q 2 2 32 301 TOP PLATE TO TOP PLATE(FACE NAILED) 2-I6D 2-I6D PfR FOOT 1 mile per hm-0,447 W. 16 2 3 36 501 TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-I6D 5-I6D JOINTS-EACH SIDE I.EGNd1ET TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS,140 rtph,AND A 33 TwL MEAN ROOF 16 24 2 3 12 BB 2-I6D 2-I60 B.FAST06 SHALL BE INSTALLED AT OPPOSING ENO.OF T14E WOOD STRUCTURAL PANEL 32 2 4 Y0 1147 STUD TO STUD(FACE NAILED) 24'O.C. 5,D HEADER TO HEADER(FACE NAILED) IbD I6D I6'O.C.ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN V FROM EDGE OF THE PANEL. 56 3 4 24 117 TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (BEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR JOI5T,BANOJOIST,ENDJOIST OR BLOCKING(FACE-NAILED) 2-I6D" 2-I6D° PER FOOT 4 AWJ06 SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2'INTO THE BUILDING FRAME FASTNERS SHALL BE LOCATED NOT LE55 THAN 2.5' 36 20 FROM THE EDGE OF CONCRETE BIOC'OR CONCRETE. Pro posed Additon/Alteration FLOOR FRAMING 16 2 4 6d2 O 2 3 16 Ilb D.PANELS ATTACHED TO HORS HA OR MA ULTIMATE WI SHALL L ATTAINED USING 20 Td5 For. YBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-BD 4-I00 PER JOIST 1,50)LEIS. BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-100 EACH END 28 332 3 6 3322 215 15 BLOCKING TO JOIST(TOE-NAILED) 2-BD 2-IOD EACH END 36 4 6 36 242 •• e S Ave BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-I6D 4-16D EACH BLOCK 12 76 LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D 4-16D EACH JOIST 7d242:12 16 102 Residence 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3A. 127 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-BD }NOD PER JOIST 'TABULATE)UPLIFT REWIREMENTS ASSUME A ROORCEILING DEAD LOAD OF 28 153 TN BAND JOIST TO JOIST(END-NAILED) 3-I61) 4-16D PER JOIST TABLE 3.qA qWF(Dmx3 yF•9 Fsf)).IF A CEILING ASSEMBLY NOT PRESENT OR IF THE 32 2O4 SAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Nd 3-I6D' PER FOOT RAFTER/CEILING J015T HEEL JOINT A2oF LNE ION 5RYt4IbN CEILING ASSEMBLT 15 NOT CONNECTED TO THE RROOFA55EBLY,THE 36 229 GldCfm TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS 2D PSF wpm OF TILE STRAP. 'TABULATED CONNECTION REGU REMENT5 5 4AI-L BE PERMITTED TO BE MULTIPLIED BT 0.70 FOR WOOD 57RUCfURAL PANELS BD NOD ROW SPAN FT FRAMING NOT LOCATED WITHIN B FEET OF BUILDING CORNERS. WOOD AL BOARD SHIANIS (SEE TABLE 3.10) 12 za 36 D 7A 3c 'MINIMUM ASTM A655 GRADE 33 STEEL STRAP. DIAGO :MINIMUM RAFTER UPLIFT t:OLJNECfIWNS,USE A ROOF SPAN EQUAL TO 'TABULATED CONNECTION REWIREMNT5 ARE BASED ON TOTAL UPLIFT MINUS THE ROOF RAFTER SLOPE RAPIER SPACING(M.) ��w�mrvNmmeaxw vm,m 1WICE THE JACK RAFTER LENGTH.THE JACK RAFTER LENGTH INCLUDES THE A550`BLT DEAD LOAD OF 6 PEP 0.6 x 10 PEP.6PSF 1'x6.OR 14B' 2-BD 2-10D PER SUPPORT OVERHANG LENGTH AND THE JACK SPAN. • TABULATED CONNECTION REQUIREMENTS ARE BASED ON A D INON RIDGE CONNECTION I'YIO'OR WIDER 3-BO }IW PER SUPPORT c I 12 3 5 5 3 6 9 EXPOSURE'B'-STANDARD RURAL AND SUBURBAN LOCAT ME, SPACING,FOR DIFFERENT RIDGE CONNECnW SPACING,MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING ND 91 I 9 12 5 a 1144 DW05JRE'C'-ANY LOCATION WITHIN I MILE OF COAST LINE TME APPROPRIATE MULTIPLIER BEIDW, 3995 Wells Ave GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7'EDGF/la FIELD 24 5 m IS 6 R ® DGE LCNNKnON SPA, 12 76 19T 24 40 rnlLnPUER Im L33 Lbo 2m 4m Southold,New York WALL SHEATHING 4'D " 3 5 a 3 q FOR JACK RAFTER CAPLET CONNECTIONS,USE A RNF SPAN EQUAL TO TWICE THE JACK RAFTER S.GT M.#I000-70 4-I 142 3 6 9 4 T 11 LENGTH.THE JACK RAFTER LENGTH INC THE OVERFANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS BD IUD 24 4 0 B 5 9 D REVISIONS STRUCTURAL (SEE TABLE 3.11) 07-03-2022 Si.PI dined aid,I.A. FIBERBOARD PANELS yD 6 3 4 6 3 5 T O "P 11 JGA.2O GAL.ROOFING NAIL V 3 5 7 3 i 9 I Sysr®rn be wiebin SmHS Sve:dazds IR' (0.12ax1-U2'LR1C 7/I6'NFN7) - 3'EDGE/6'FIELD 24 3 ,G 9 4 ] n oT-15-2uLl Sicc Plm up u pc TABLE 3.4A 2D235i�P, , d�d� 26n2' 11 GA.GAL ROOFING NAIL _ 12 3 3 4 3 3 4 Ws= (0.12041-3/4'IDNW3/B'NEAD) 3'E77GE/6'FIELD ND M1 3 4 5 .3 4 5 tk{-27- u p Fv GYPSUM WALLBOARD 5D COOLERS SD COOLERS 7'EDGE/10'FIELD O 5CD115 Commenu HARDBOARD BD 8D 24 3 5 7 3 5 B RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE 14ND 40(s09-2O23 InEatmadnn adde _Fet (SEE TABLE 3.11) SPEED(,MM) O Ad,:jin u—Ammd.o<t F�h.,. PARTICLEBOARD PANES BD BD (SEE MANUFACTURER) 4O 1 3 3 4 3 3 ; LATERAL AND SHEAR CONNECTION 5 06-14-2023 Site P1_ DIAGONAL BOARD SHEATHING 12 3 3 4 3 4 5 O R_I,,.ivim,to Town Tss,sten 146'OR Ne 2-BD 2-BD PER SUPPORT 24 3 4 5 D 4 6 REQUIREMENTS 120 pdp 609-0I-2023 Revit«1 BuUding Set Pala OR WIDER 3-80 34D I PER SUPPORT D 3 3 3 3 3 3 FLOOR SHEATHING °°° l6 3 3 3 3 3 3 OIO-0f_2023 Rev dL ld ng Sn I0.? 3 3 3 3 3 / RAFTER/CEIL11 YJIST WALL HEIGHT FT.) ZA 3 3 4 3 3 5 SPACING(IN.) ( gAAW41MCIp1aM ro ®09-09-Z024 Revised Pe it Sa STRUCTURAL PANELS 'HEEL J] T CD14IKTION9 ARE NOT REQUIRED WEN THE RlD 15 SLR1]RIND BT A LOAO BEWJM*WALL, I'OR LESS BD NOD 6'EDGE/12'FIELD HEADER M RIDGE BEAM DESIGNED TO PEUET THE AFPUM 1-05. 12 B 2 2 3 GREATER THAN I' IW I6D 6'EDGE/12'FIELD BEARsE WiER-WATE SUPPORT OF THE RAFTER 5 FROAOED Br VSMCAI.STRVT5 OR P=IiS TO A L 10 2 2 3 O HALL,THE TA9AATED IREL ZNT CA6J&.TmN REQUIRE21011TS SHALL BE PERMITIM TO BE REDUCED PRMO U12VLLY TO REDUCE IN W Ib B 2 3 3 AN O DIAGONAL LX2AW SHEATHING SMALBNT Ca4NF0ON5 ARE REQUIRED FOR CEILING JOIST TO CEUNC JOIST LAP sPUC$ O 1'x6.OR 14B JTONT' 2-BD 2-NOD PER SUPPORT TABULATED NEEL COOeTION REDUIRBfrM NOT s W &AWE THE ADDITIONAL RSGRT OF CDUNG 10 2 3 3 INN'OR WIDER 3-61) 3-100 PER SUPPORT "'atTA&RATED NEa MINT C&XnC ON RFAIIREMMT5 A• lE CEUW.s JOLSTS M RAFTER T S ARE 24 B 3 4 5 'NAILING,REQUIREMENTS ARE BASED ON WALL SHEATHING RAILED 6'ON-CENTER AT THE PANEL EDGE ALTERNATIVE NAILING SMEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT THE eOMaN OF THE ATTIC SPACE RN01 CBLNG JASTS OR RAPER TIES ARE LOOTED Mqu 10 3 4 5 O REDUCED.FOR EXAMPLE,IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN NIGHER SHEAR CAPACITIES,NAILING REDUIREMENT FOR STRUCTURAL IN TF@ ATTC SPACE,NO ATTIC STOD4E S ASCNBED,IUD TEE TA9NU7ED BEE-JOINT CQdlFAION ME IE 5 SHALL BE DOUBLED,OR ALTERNATIVE CONNECTORS SHALL DE USED TO MAINTAIN THE LOAD PAN. REunRFHBRTS SLWL BE INCREASED W THE POUCHING F/[fDRs: 'PRESCRIPTIVE LIMITS ARE EASED RN ASSUMPTIONS IN TABLE 3.4. O CEILRY,HEIGHT/TDP ELATE TO IDGE g I ADln_M PAC= 'WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,WE TABULATED NUMBER W NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER ENT. n 1.50 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL U RAFTERS,ER SUM OF THE TOENAILS IN THE RAFTER O Yi 11.50 AND GEEING J015T SHALL EQUAL OR EXCEED THE TPBI11AiID NUMBER W NAIL5 REWIRED O V4 IM V5 13 1/6 I.IIIAA 'TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O Ina CEILING J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2,6 TOP PLATE O WERE TOP PLATE-TO-RIDGE HEGHTS EXCEED Ia,THEY 5HA LL(h14 LL BE ADJUSTED AS FO WALL HEIGHT B' IO TOP PLATE TO ADJUSTMENT FACTOR SEAL RIDGE HEIGHT(FT) a Im I.00 GIRDER SEE PLANS FOR na I� 1.40 I 0 yt`�` s AR CH/ SIZES 1 TYPE �O� q ROb,F O a moms PB544(REPII ACT) DmwL (UPLIFT IBI5 LB9),MODELS r 0287 O� PWA(REFS W6)(UPLIFT INS 9j LES)SEE PLAN FOR SIZES, OF N 4X4 AM POST,6X6 AM POST.SEE PLAN FOR 1 in,_.._.NG �vrls6,zort sRxon+sxl nnn.�.n�nR.;,m. EHDWALL u..e,.v.taee.6..,ma.o u..m e.e N..reh SIZES 4 TYPE INSTALLATON MODELS PAM(REFU eamc >rt A544),MODELD PA66E (RI (R A66E)SEE PLAN FOR SIZES. CORNER STUD CONNECTED � M.Eum pe���erd�A..Alux 'ADY'USP CONNECTOR WITH TO TRANSFER SHEAR <'11 5IB'DIAMETER ANCHOR BOLT PRory'cCluo. FT:1L GRADE AND(2)3/4'URRIOIOa11 B0.T5.SEE FOUNCATIOATIOIJFOR LOCATIONS 2-I6D COMMON NAIL5 AT0.4OVA.ANCJHOR Bat LE WITH la MINIMUM EMBEDDED LENGTH INTO CONCRETE Tables, Schedules and Diagrams Al 44 SECTION A-A SHEET i TYPICAL POST SECTION Sole:3/4'=V-I' n CORNER HOLD-DOWN 5ca1e,3/4'=1'-0' n TYPICAL FLOOR AND ROOF BRACING W—2 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALL5 SURVEY OF * PROPERTY SITUATE A S OUTHOLD 16 - TOWN OF SOUTHOLD A5 15.1 SUFFOLK COUNTY, NEW YORK E OF pA�' 5. EOG X\ \X Ate- , X / H�'0�"�`'� 8 \ �� '�• •; S.C. TAX No. 1000-70-04-01 -16 15 \�, L' SCALE 1 "=20' 6 G� X N �3 X 16.5 / \ ��,��X APRIL 27, 2020 / WARE ®RIMN " � T DECEMBER 12, 2022 UPDATE SURVEY 23 �' \� / \ O� AREA = 22,099 sq. ft. *nRE'� 00A t 3 F- / (TO BULKHEAD 0.507 4 C. RNE1a / ' \ oOND \ X \ Q v'► v & TIE LINE) 15.4 \ \ t �is.o / i c} X16.1 X / o \ c IRO R M49, \ 15.4 � �' �� �`. w CERTIFIED T0: �.0 \ \ X FRAME w 15.5 IAN ZUHOSKI \ \ ! GNit STICKS AND STONES OUTDOORS LLC X 151 ADVOCATE'S ABSTRACT, Inc. O \ \\ X , \ X 15.4 \ 30.�' 46 4 STEWART TITLE INSURANCE COMPANY\ \ \ t5 15.,X FARM CREDIT EAST, ACA \ \ .0 ONC X14.9 \� 1w _ s 14.6 g 142 14.7 X NOTES:1. LOT NUMBERS SHOWN THUS: LOT O REFER TO o' \gay\ X 14.8 14.9 X PLAN OF LOTS OWNED BY GEORGE H. WELLS a 14.7X ,5s o�SE �1° FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY \� �\ fRpME H / ON NOVEMBER 28, 1927 AS FILE No. 859 X x 14.3\� C 147X Solt 0 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM .9 EXISTING ELEVATIONS ARE SHOWN THUS: x.x O �y \ / // i w �f O EXISTING CONTOUR LINES ARE SHOWN THUS: x- - - -x �% F.FL. - FIRST FLOOR \ \pG •\� \ / // "� F.F�• 13.9 G.FL. - GARAGE FLOOR \ \ L 3a� T.B. - TOP OF BULKHEAD h o m y B.B. - BOTTOM OF BULKHEAD T.W. - TOP OF WALL 11.9 \ 14.5 X 13.9 14.3 F 1 1 B.W. - BOTTOM OF WALL \ X OOO / 1 \ X X 13.3 1 1 C_ X/14.0 / X 12.8 x� ; n G$ X X13.2 m / /\ 99 ����\\ yy a 12 \ X12.4 \ 1 X 12.6 C, / / /X 9-8 X1.9 9-1 V 9.8 96 \ I X9.7 X / /\ X �i�� X_ "% 8- N V Q \o X2.6 i X8.8 f x / / � � \ � 6 NJ NEPo2o IdO9 2 \ / / / _ X�O 5 \o CCNC.W� �O x S I X- // \ / � \ •Q � 9.6 I X / / 1-9 1 I X-U / / / E OF'TOR, 8 / 1.8 7� AL N�CN X 8.61 �/ 4k of l� 1� Vc 4\ \ 1 15.9 / / /�F,J CP 2. J C J \ \ \ \ \ 38/ I C, f 5I % N (A. PIUNG� X - \ \ \ \10.7 0.0 (3'1 � J \\ \ z z.��X\ \ \ Xt \ \\ \ e-PILING 10.4 \ \ �7Z X\\ \ \ \ \ \ \ \ \1. \ \ \ \ \ 4. -L4 WOOD DOCK \ \ \ \ LK o �PIUNG 42.0 r 1 X x � � \ \ �� � I � `tom 4 e-PILING /A 4° 1j \ L1Tf1 I I m I I Z $ c V ?G �� p 5.1 / � / / 7 1 {/ SCOUR 5.4 4.4, ��JJ LPZ.AQ" / L 2. --0 s TB 1 •B 31 S 47042'52" W TB x 1_5 \ 1 0.0$ PREPARED IN ACCORDANCE WITH THE MINIMUM BUHFJ� !y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED CONC. BY THE LI.A.LS. AND APPR V�g&V ADOPTED /N 0SRa''9&y S 7 5°51 'S 4" W FOR TITL SUCH USE BYN. T`E` YORK�Etgif�,LAND `` � •OF.!V•�L�i R� 14.42' .� PEE � '% m� CO, :•9 m ter- • - e : n ! 6 1.• ••Q do i2� •'•�5046? ••'•�O` ND S;IqK N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITIONNathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947