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HomeMy WebLinkAbout50537-Z �o�aof souTyO!° Town of Southold * * P.O. Box 1179 �o4 53095 Main Rd °lp�OUNV , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46413 Date: 08/18/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 435 Maple Ln Greenport, NY 11944 SecBlock/Lot: 3 5.-8-1.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/05/2024 Pursuant to which Building Permit No. 50537 and dated: 04/10/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory pool house with a half bath, outdoor shower, and covered patio as applied for. The certificate is issued to: 435 Maple LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0218 7/23/2025 ELECTRICAL CERTIFICATE: 50537 4/8/2025 PLUMBERS CERTIFICATION: Paul Rupp 6/13/2025 U 1 .4 Aut o ' ed ignature J TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY , . BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #.: 50537 Date: 4/10/2024 Permission is hereby granted to: Koener, Roseline PO BOX 274 Westhampton, NY 11977 To: construct accessory pool house as applied for per SCHD approval. At premises located at: 435 Maple Ln, Greenport SCTM #473889 Sec/Block/Lot# 35.-8-1.3 Pursuant to application dated 3/5/2024 and approved by the'Building Inspector. To expire on 4/1.0/2025. Fees: ACCESSORY $371.00 CO-ACCESSORY BUILDING $100.00 Total: $471.00 Building nspector pF SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh[c�southoldtownny.gov �OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Koener Roseline Address: 435 Maple Lane city:Greenport st: New York zip: 11944 Building Permit#: 505537 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Neubauer Electric LLC. Electrician:, Kai Bauer License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water 30a GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO2 Detectors 1 Sub Panel 90a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: 1 2ft baseboard heater Notes: POOL HOUSE Inspector Signature: Date: April 8, 2025 435 maple In pF SOl1� Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 CO- Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Von BUILDING DEPARTMENT y �t rC TOWN OF SOUTHOLD kkfrfr !t JUL 2 9 2025 Town of Southold CERTIFICATION Date: G11 aS" Building Permit No, S����� �� -7 T/ Owner: q 3� �Q Cr L' �• (Please print) Plumber: S�� 1 e print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PI �rsft�nature)�� Sworn to before me this 1 3 day of-5 or)t,..—= 20- - Notary Public, O L) ^-County Dina Aridrielio NOTARY PI tst_IC.SI:I t (it'`SEW YORK �;r.u:np�o No.01At6364Si� (j am din Nissan COO? tifso 5-063 7 # TOWN OF .SOUTHOLD BUILDING DEPT. 631-765-1802 INS PECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: A01 red © +[,t f w�+k -F el, m4tA 6VeQ,�,w,0_f I KP, �_DUJVV key DATE �� - -INSPECTOR apf SOGIyO� - # - TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ .] PRE C/O [ ]. RENTAL EMARKS: poo `e- fins«► Esc W-�_ CL'4P,o 1� 42ir 144 W 6d-ea t� e w�ik Ira L).4f DATE INSPECTOR o��OF SOUTyo IT'3 ? �� �LO _ : # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 I .N.SPECTION ' [. ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY [ ] --FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] . PRE C/O : [ ] RENTAL REMARKS: �®6 [40 L6 )N j DATE INSPECTOR OE SO(/T�o� # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SUL ZALKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ` t�,l� t } E t t � t J a y L C - i I � ...0 a t y I s SIEME0N CTYQPPEF HACR ° LISTED E �^ Cirwd Brea ea and Ground Fault 9 Circwt Interrupter -•—�-�""�'' ISSUEISSUE N Interrupting Rating 10kA 120V '`' I Max.RMS Sym. 60Nz 1 Pole mt .r GFCl , • CLASSA y ' � a i � p LAL WC ap I 2 poles Type 1 �,�aaa� `� /' ,•, � ' It � `�p•inlro•D� 4 �n 17 C.AL Q "` �` FIELD INSPECTION REPORT DATE COMMENTS b p t� FOUNDATION (IST) U H ------------------------------------ � C FOUNDATION (2ND) � �O H c � ROUGH FRAMING& v) PLUMBING ::3r H oo mil• r INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS o dw cbCro roc �I a 3 s • 2-• 2-q �u ec t c. !0 ° re t� Or!822 0;u co N H • � O z A�e b Ol�;-3 TOWN OF SOUTHOLD—BU11LDtlYG DEPARTMENT To Mall Annex 54375 Main Qad P,0..I3ox 1179Qthold,NY 1171-49 Telephone(6'11)765-1802 Fax(6�t)765-95OZhLtps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT E7 V _ For Office Use Only j PERMIT NO. Building Inspector: NOV 8 2023 c a�J"' u 4: zpL�f ds'"�1 �•in�q'>YYhr� r% tt7� F;r y,,a+� r}k2 s� v '`.e,, `ev'�'.k )`.�� A11tiOsa� + 1 ftel 6jiatr �t {'1roiPTeti �' «r a r.yP� �f } p)ICatl()hSy�NlIC+nC�t C �} d �E18 �1s ��p�IC�n�i1�Sll �fi@7�Wn6'f F t r;J u r7� Q...y, y y 'J" ` F 0' _41 �S ..�..� r `d..,.�J• �YM��1 4rl�athOr�XatfOn fQT�tPa�.e�)Sh�:IM bY.�Y������tG�1� F'.`;j ht➢5"�.JIE rF��J'��l'� t� �t3 1 \. Date: /J d 4 h?3 _ 1 u .t., zP�.,•�w-J.aw_77<.m z;,*�. ��Yi. dr�Y�J,�r. w '� =�ks2, t.a.,��w t�.3sT�.n?�€3 .�-"�r t•tL� ;;.� Name SCTM#1000 Project Address :>...:�.0 .,. .�......�. ..w.h,.r,.._ -�W.,_s....,..�'►�!u...L.�........,C..r� .:�,.. ._>.,, , �.��.n_,,).r�'.�...._:. .. ...,, , .�.". ..1 �i...�_.1.._.._...w�.,._.....r. Pfwne#. JqEmail, iVlalling Address, Name -Mailing Address' r Phone# L Email _D.� oGiut��a��,ss�r A{}L�I�ilr+a���►�ri+c�'w'�i �� ,r sty � � ��z,� r� �: � .. , � �,��uk G � � � �., �f��f fN�� �� Name, MaIl,ngAddress; Phone# l� Emailt•%i., 11511.,s,�z , '`Cw +! >r`''y r�k �t: ,;��C x�.�vr v:-.�a��#�a'%+t�; �`.o-nt�"Fh�,a'�,��r Jr,:i,s�3r,{ +t�'�'',iF 4C l)y��, 'a�,�;���w '',W i�ri fi:�s,a rv• ..c,.x5,u.. �+ .i.;a„k �s, t..�, �,.,t .n �,,,An.,41r� .,�„ �c F �t�.•iw f>�..t„t;Nv.,�',:.F ,r}a s..>r.Y.- Name Mailing Address . (. ._ Phone# SAS �r r Email Af r t t,a�`„t�,-.,»` n,t- S1:r:d `*k ff,r.:, zzz� t;za6 ty 4;: 1 ; � �! N PRUPQ !#7 s �y i ��a t teed i It ti e 4 tY W ,:5 ¢t Y} 3b P 3 h ew Structure ClAdditlo►. .C1Alter-4on. 13ROor oblMolition. Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes�Pdg Will excess fill be removed from premises? ❑Yes 1 4 �n,'g{ �g e'Y 3 s� � -� xw #s�G4cPYY.Y" S,:;,h'! �dx�a.3wr�#•�&y; r�,5 �j(■y�■wy '+�.{}!� i �.fi; " 1 {t i�n r '���4'4'� J�.. r r .,v:G.�. ,.`•4....e ,: 3 PY h., $ �Ii�Il1 �� i.A•L� I '�k'F� i C 21'� J k ,� 4;1 yid .}'n,l `3�` .�' M Existing use of property C, interrdet#use of property- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes.Wo IF YES, PROVIDE A COPY. � e e NZ.;;3i+.�r�'. .,�....+ S ? ` <?�.>ywA,n a:�, ?,•s.r r� `' , 5 i &Y�^ ; .. :,m"" !{Cherbf Rdt . Thasnt jcanlx Rckgr des,gn profess, ra �isrQs Sib) If q °d`sgrp (p'F ss ies�s pr wfedY r} yy:.,t'"`t`»' tvas �r ,} sr ,/e �r �i u '. :v ..e" •. .y,.r v}e s '�- a `� S^, >~ , �' Cf a er 2 S kdf 4 Co e� iGA1)f31 tS H #t� l,iM i tom tthe su #',11 y��•}girt fibfith.i sgat►ce aPa Binding Pear►ftpt su ntto i#te u'iidir,g ern X..';}',krx i.�,�.{.:.: o +.. „•:.&�r c.,a,..-".f vfr�, „ x,<„1.:ti;;:x ,,y k+,; .ru., x,,,M�' J:, •p 1:,+':e2 ..t.�' M., ty >.'. S4 ,t.' , r,.a Via, :ks,``t ":, 5 , gTMirf �Ordma ce.Qf the TaWr�n oi' ��,hol Su folk,Count ,I�eW :oSi(�Rd Qth r a iicable�.aws,orc�,na.:c s pr Rgu(ations�for,th �Cbnstrractr n of pu,ldin s ��,�,�, ;'=add t(gns° kerat,bn i#`nr r'enn va!ak•de blitiq`has h4 ein de�cr, ed a i,6�n- ryes to�eq wit alha ties ie�latM+�"'or ink ces,.bu,lrim cq e"�,„ ,w � i r� �':� 4 �M1, 4 T �. �4 pp ��$, ►�p�Y � pp I? � �. � �, ..a�.�Y'mW, x.c i,.�5 ..�,,...,. Pe�•i�>;SSa U.,n, Sr+. i,.,, t.,�i.�a>,'�.}�,:;rt,�.}aas,.,. E.Y M<.r,,,.=:,,,r. rt.`.��.r�.,ka, .',. n.,;.k, 4k�y;.�`r.';S'xu t.,ad+.m''�.. +4 +rj,. �,� .:i.:i 1E s;':..++.,I. ,.��':} ^':holism code a'ht�r u1 tit�hs tid io adm+taut prKed m ,qua �Qrfif tem,sesande n�bu,id s #b�neceSsa ins ckiq s i:ais �statt:Ments mhde a ,n q�e}��; `� '` � �` eattor• ursu nt tv Se#,oi��210 5 df'the a orlt Stat ;Renal la+n�, '���, �*,�,, ,rcr+��r� �k,r'�.m��� ar~� c F*,>t'� r� �' Application Submitted By Ana L- ❑Authorized Agent 56wner ,..._ ,...,a w ..w._.. ...,.....n w ........._,. Signature of Applicant Date 1 STATE OE NEW YORK) COUNTY NwL 6 c� V- / being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, , (S)he is the ��� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 day of J VQVAM ,2Q1 Notary Public Dawn Johnson V !'NOTnav''%: 's:-Notary Public,State of Newyork PROPERTY OWNER AUTHORIZATION '....��8��,' NoO1JQ63�9053 Where the applicant is not the owner '"N4n Qualified in Suffolk County ( pp ) Commission Expires 10/11/203.1/ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 � �ac& TOWN OF SOUTHOLD—BUILDING DEPARTMENT Sao Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtoM=.gov Date Received APPLICATION FOR BUILDING PERMIT For Offke Use Only EC EH . U R �R E , n� IUI PER NO. 5� Building Inspector: W.. 1 1 .. pt�tr dysmst 6�rfilldtortxnei {}tlrQy���{. �rr 1e a�� �r�z p 5 2024 '4°'r j.�'>�' 'S "�^tE�v �F ✓�L+' �,/4 �� "v fit✓p,:,Y �Y4 m ty'�,�1 f4"y T�%�'C`�'n�`}a��` shn.ph 4 Date: LlN SCTM#1000 t Project Address r'°" � � � ., Phone# `" Email r Marling Address - r 1 �y: , 3.<,c ;' ♦ .#..:.. cz ..?�'s"t M P,; �L.� Name Mailing Address Phone Email �,ft ,•iei.�z' 2��{r�,,.��r{Xy"^�.: ,'s<dcyw..h�'s� y,...#e1Y "�:"k,,.;:=+4w}�;.s.F�+ss gi5 i� fi(�}� � sx`kx *�?tiks�a� ?i'S t.,�;�g"..Y�3Y .,�''E,'v s"�� 'Lk"r, ..�� avcri�A � � :_z" Y`^ 3'- `k b, �,; �©��t�NP�t �y���t'�� �� []n ff►� � s.y.�� 1�� `�'��Ie�'� �r"�S�rF,� ,� r,�� '��'�z�'ixr:'G'�si��+ ,�x r°m4 r v��a m�k: � *� [�✓ raeaY� �` ��,°Sxu"°�� ...�r a'rh.. ,it'fir.:rf,.��s�F,M.. �'"�_s�%,A `�� sF•�za4 r,.,Rt',:�f`i,+�,m...�"a tJ�Fh_,w: . ��,n�,n�.< s�',..$.�. �s.,..,��, y sah7��':..,'v Name: Mailing ss Addre Y .._ . ,..., 5,..... .. Phone# �j l � r [Email: ¢�y � w� �s CC V� *rd� 1C1. A R�N (51111�1A O r�' �„:`i�:�"a Na�l��t�t,��.�.,�+�..:,.,,f. w.��m�t.,�r��s,,•�s`��i � „y�?�,:�...t�7�4 `�i5ry�y,. x�:[ s,���, �. ��,r'4:€., t^b'�".;�.�.�'S �k.t_i .. ��,.,. Phone# , U �-�'"�- Email (� )' 1 � .gnl h . � ew Structure ,4dd'tion ❑ Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑.Other 01 z $ Will the lot be re-graded? ❑Yeso Will excess fill be removed from premises? ❑Ye soo 1 Existing use of property: ( , Intended use of property Zone or use district to which premises is situated Are there any covenants and restrictions with respect to this property? ❑Ye o IF YES, PROVIDE A COPY h«Cf�k.,_ .x. ,s!sw t��,r s,+�`1h r eik^ rvr"` ,r�e y,.:.�n� r.;,,,.irx ry`j��az r c;��,. t `,'c �, 1'. y �,', t�� r £.>�,- K s 4:: C1t'C f$fix1fCi�fi� ll11g The a�nrntlrJtanf►�tyre rr fafess anai s re5 bnsibie#or 1 rdra� a e a rf;stmi'kb yt r g P utiater is5aes a5 prnv�dpd by w t .t„.rr`�' .tw i rr,-:+r+7 ,c.,x „ 1 .,.x4r.'$ l , �,,ig F..a tr: z ,::.�, >u.„f =•" ¢ r Chapterx235;Qfthe Tq n Cpde�A�p�LICgTON f HREY MAO to the Bulltling pep rtm�nt faY the iss ance5nf atBuildl Perm t nur5�ian##o#i�e: pildin e.f:�i yr l,.>- x. ^.^tS Muz,«:."x•<�3x'.z v"'., +., a6 >.�g .t:b ,i �i as .. ;��^. u "x`, ,.-+ g r O,rrlinanc�of,�the TaWrnhof 5au#�41d Suf�o]k,County,�New YarK and otf� ��a hca�le I.aias`pr a es Re" fat�ah � �� ` ''+,�d)t1an5,�alter tlan5 br{d(r re a ai ar efinalltl I�fa5 et�ir►':: e5`C.i p`. ;,:I'C n,`m;;;r r .r,,, .,:..is 3 ,. ,.'i.'.'>n.. s 1�?, <..+. .;� r >' ar%�". �hou5in�code altd rggu at�bbs�nr� o atlm�t a'ut�orlXed� spbctois on premises aNrC Rn hqi dii� `s1 fur necessa ins tictfgn Fat�e�5�tem'entsmadefhe � ; re��; +s Urnsha fea'Sa CIa55btn 5d mka►to rsuant'taiecfi n�21 �a h 4 •^cx+.xs 4, u,,,,a„�s#7,�+�'r^+ '�n }�K�"p'+ ,}�`�"( Y rr +:-s' dr�Aa� 7$ Application Submitted By(pri ame): �� []Authorized Agent caner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OFS n-' &, N�i-4 L D-N,-4U-0/ being duly sworn,deposes and says that(s)he is the applicant y (Name of individual signing ap contract)a 'ove named (S)he is the k1 - 7 (Contract r,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sword J�efore me this 9—day of Mr ,20 4 Not Publ' 1WENDY A.STAPdN Ndtaty Public,state of lyz""Yak N0.01S'T5070979 PROPERTY OWNER AUTHORIZATION tlaall �g lan." ComaiisSO FxP (Where the applicant is not the owner) I, residing at 111 ,11 ,4 V(do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 x B LD G DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 �� Southold, New York 11971-0959 ' hone (631) 765-1802 - FAX (631) 765-9502 grr southoldtownn M y�oV seandCa3_seulfieldtewnn&giy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOR ATION (All Information Required) Date: Company Name.. lectrician's Name: License No:v $ 7 /m Elec. email:, ! e Elec. Phone No.-. , 3 j S -7 3 ,fj [ .I request an email copy of Certificate of Compliance Elec. Address.: .. ...... . . . ... ... .. JOB SITE INFOR" Pot Lj Name:. ... Address: 113 RE Cross Street: In Phone No.:. 51 o �— Bldg.Permit#: 5 d58 email: .. ..Tax.Ma :District: 1000 Section: Block: Lot: . _ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly) Square Fob : ="d 'Ciffilb All°That Apply: Is job ready for inspection?: Q YES Q NO []Rough In 0 Final Do you need a Temp Certificate?:, YES' NO Issued On 'Temp Information: (All information required) Service SizeE]1 Ph E]3 Ph Size: A #Meters Old Meter# New Service0 Fire Reconnect OFlood Reconnect OService Reconnect DUnderground(]Overhead #Undo "wound Laterals 1 ;. H Frame . 'Pole Work done on Service? Y nN. Additional Information:: RA fIYIEiYT DU>E:VVITH: 4PPi.ICATION �' - 1 21 2 � P -- s0573- 42,7- 1 Poo\ Axtse- Scott A. Russell ' °SUFFQ ro>UAWAX1E1K SUPERVISOR y MANAG]EIS IENT z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: _ Date: IPnn )6 O)L LJ IJign. ie! _ Contact Information: S )L — IE-Mad&Telephone Numher) 1 Property Address / Location of Construction Site: S.C.T.M. #: 1000 District i � I Section Block Lot 1 TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT _ — — — — ❑ j Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the Staten No S.P.D:E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Enaineer-ing Department Prior to Issuance of a Building Permit. r c Reviewed By: Date: 7- PnR M - CMf P-TnC n,-rnhP,• 7n ci 7 J SOUr�®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 P.O.Box 1179 Southold,NY 1 1 97 1-0959 ®I�COU 11,� � BUILDING DEPARTMENT TOWN OF SOUTHOLD November 28, 2023 To: Paul Davey 1365 Watersedge Way Southold,NY 11971 RE: SCTM# 1000-35-8-1.3 Koener,Determination of Merger Request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at (631) 765-1802. Respectfully Yours, anda Nunem r, Plans Examiner Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-017203 District: 1000 Section: 035.00 Block: 08.00 Lot: 001.003 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHGLD-that it has-searched the-records of-the-Suffolk County-Clerk for-deeds-affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Roseline Koener and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: November 3,2023 FIDELITY NATION TITLE INSURANCE SERVICES,LLC JEAN DUV Sworn to before me this 3rd day of November,2023 Notary Public aAN4RA1 GOLESIG Piotay public,001005032467 suW0111 County,t4a w Yank Commission Expifes:Aug.29.20 24 Commerce Drive •Riverhead,New York 11901 • (631),727-0600•Fax: (631)727-0606 =- Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 74 04-017203 J STATE OF NEW YORK)ss: COUNTY,OF SUFFOLK) Jean Duva,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-035.00-08.00-001.003 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-035.00-08.00-001.003 Maple Lame Farm Inc. Liber 3989 cp 106 TO Dated: 02/01/1955 Cleaves Point Corp. Rec'd: 10/06/1955 (premises and more) Cleaves Point Corp. Liber 5612 cp 485 TO Dated: 09/04/1964 Bernard Kaplan and Theodore Kaplan d/b/a Dawn Rec'd: 09/11/1964 , Estates Shopping Center (premises and more) FIDELITY NATIONAL INSURANCE SERVICES,LLC Jean Du a Sworn to before me this 3rd day of November,2023 Notary Public SANDRA J.GOLESIg Notary Public,601006032467 Su1£v k 00unty,NOW York COMMksbn EXPiras:Aug.20,20.46 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600•Fax:(631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8156 cp 171 Estates Shopping Center Dated: 12/07/1976 TO Rec'd: 12/10/1976 Jack Kaplan and Jill Kaplan,an undivided V4 interest and (premises and more) Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, an undivided 1/3 interest of the remaining '/z Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8533 cp 190 Estates Shopping Center Dated: 11/03/1978 TO Rec'd: 11/15/1978 Jack Kaplan and Jill Kaplan,each having a 25%interest (premises and more) and Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, each having a 16 2/3%interest i Correction deed corrects deed in Liber 8156 cp 171. Jack Kaplan,Jill Kaplan,Barbara Kaplan, Deborah Liber 8726 cp 18 Kaplan and Phyllis Kaplan Dated: 10/12/1979 TO Rec'd: l 1/08/1979 North Fork Equities,Inc. (premises and more) North Fork Equities,Inc. Liber 8926 cp 589 TO Dated: 11/28/1980 Robert W. Gillispie,III and John R. Dempsey Rec'd: 12/09/1980 Robert W. Gillispie,III and John R. Dempsey Liber 8926 cp 593 TO Dated: 12/03/1980 Larry D. Bouts and Alison C. Bouts,his wife Rec'd: 12/09/1980 FIDELITY NATION TITLE INSURANCE SERVICES,LLC Jean u a Sworn to before me this 3rd daAy/of November,22023 Notary Public S,N®1AJ.GOLESIG Notary Public,401005032467 Suffolk County,Now York � Commission Expires:Aug.26,20 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 u. " Fidelity National Title INSURANCE SERVICES,LLC Larry D, Bouts and Alison C.Bouts,his wife Liber 12486 cp 643 TO Dated: 11/28/2006 Nikolas A. Alexandrou and Michelle M.Dioca- Rec'd: 01/10/2007 Alexandrou,husband and wife Nikolas A. Alexandrou and Michelle M. Dioca- Liber 13146 cp 35 Alexandrou Dated: 12/17/2021 TO Rec'd: 03/07/2022 Roseline Koener LAST DEED OF RECORD PREMISES NORTH: 1000-035.00-08.00-001.002 Maple Lane Farm Inc. Liber 3989 cp 106 TO Dated: 02/01/1955 Cleaves Point Corp. Rec'd: 10/06/1955 (premises and more) Cleaves Point Corp. Liber 5612 cp 485 TO Dated: 09/04/1964 Bernard Kaplan' and Theodore Kaplan d/b/a Dawn Rec'd: 09/11/1964 Estates Shopping Center (premises and more) Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8156 cp 171 Estates Shopping Center Dated: 12/07/1976 TO Rec'd: 12/10/1976 Jack Kaplan and Jill Kaplan,an undivided %a interest and (premises and more) Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, an undivided 1/3 interest of the remaining %2 FIDELITY NATIO TITLE INSURANCE SERVICES,LLC Jean u a Sworn to before me this 3rd day of November,2023 otary Public SMpRAj,GOLESKI No C ,MaSulok otinty w York Commission epires:Aug.29.20 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 ,, Ili, Fidelity National Title INSURANCE SERVICES,LLC Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8533 cp 190 Estates Shopping Center Dated: 11/03/1978 TO Rec'd: 11/15/1978 Jack Kaplan and Jill Kaplan,each having a 25%interest (premises and more) and Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, each having a 16 2/3%interest Correction deed corrects deed in Liber 8156 cp 171. Jack Kaplan,Jill Kaplan, Barbara Kaplan,Deborah Liber 8726 cp 18 Kaplan and Phyllis Kaplan Dated: 10/12/1979 TO Rec'd: 11/08/1979 North Fork Equities,Inc. (premises and more) > North Fork Equities,Inc. Liber 8926 cp 598 TO Dated: 11/28/1980 Robert W. Gillispie,III and John R.Dempsey Rec'd: 12/09/1980 (premises and more) F Robert W. Gillispie,III and John R. Dempsey Liber 9113 cp 142 TO Dated: 12/06/1981 Antonios G.Katsimatides and Calliope Katsimatides, Rec'd: 12/09/1981 .his wife FIDELITY NATI TITLE INSURANCE SERVICES,LLC Je Sworn to before me this 3rd day of November,2023 j4&V,'ZU2.All � otary Public SANDRA J.GOLESKi Notaw Public,#0100504M7 Suitollt 0011M r,Now York -'2/_ Commission Wires:Aug.20,20 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 0�° Fidelity National Title ;.. INSURANCE SERVICES,LLC Calliope Katsimatides,as Executrix of the Estate of Liber 12896 cp 88 Antonios Katsimatides Dated: 09/20/2016 TO Rec'd: 01/11/2017 - Anthoula Katsimatides,as to an undivided 50%interest and George Katsimatides,as to undivided 50%interest Deed transfers a 50%interest,Antonios G.Katsimatides and George Katsimatides have a 25% interest each. LAST DEED OF RECORD AS TO A 50%INTEREST Calliope Katsimatides,as Executrix of the Estate of Liber 12896 cp 89 Antonios Katsimatides Dated: 09/20/2016 TO Rec'd: 01/11/2017 Anthoula Katsimatides,as to an undivided 50%interest and George Katsimatides,as to undivided 50% interest Deed transfers a 50%interest,Antonios G.Katsimatides and George Katsimatides have a 25% interest each. LAST DEED OF RECORD AS TO A 50% INTEREST PREMISES EAST: 1000-035.00-08.00-005.016 Merkel Inc. Liber 2592 cp 115 TO Dated: 06/27/1946 Clementine F. Rutkowski Rec'd: 07/10/1946 (premises and more) Clementina F.Rutkowski died on 02/23/1962, Surrogates File No. 363 A 62. FIDELITY NATION TITLE INSURANCE SERVICES,LLC Jean u Sworn to before me this 3rd day of November,2023 Notary Public SAld6RAJ,GOLESKE Notary Pubilo.001005032487 Suffolk country,P40w boric Oomminlon Expires:Aug.29,20-9� 24 Commerce Drive 0 Riverhead,New York 11901 •(631)727-0600•Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Stanley Rutkowski,Individually and as Administrator of Liber 6097 cp 445 the Estate of Clementina Rutkowski, deceased,Leonard Dated: 12/20/1966 Rutkowski,Anthony J.Wisowaty and Elizabeth R.Rice, Rec'd: 01/10/1967 all being the heirs at law and next of kin of Clementina (premises and more) Rutkowski, late of Suffolk County TO Judy Steve Corporation Judy Steve Corporation Liber 6108 cp 88 TO Dated: 01/20/1967 East Marion Associates Rec'd: 01/30/1967 (premises and more) East Marion Associates Liber 6307 cp 254 TO Dated: 02/16/1968 Rhoda Kaplan and Zena Kaplan,as tenants in common Rec'd: 02/21/1968 each owning an undivided%a interest (premises and more) Zena Kaplan and Rhoda Kaplan Liber 9976 cp 456 TO Dated: 12/30/1985 Gusmar Realty Corp. Rec'd: 02/10/1986 (premises and more) Gusmar Realty Corp. Liber 12395 cp 939 TO Dated: 07/01/2005 Summit Estates Homeowners Association Inc. Rec'd: 07/05/2005 LAST DEED OF RECORD (premises and more) FIDELITY NATIONAMLE INSURANCE SERVICES,LLC Jean D a Sworn to before me this 3rd day of November,2023 Notary Public 0M- 13RAJ,QQL-610 Notary ftflo,#Q9GQ5032407 SUM camly,Now Yolk Cammiselon ftplrea-Aug.20.20 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES EAST: 1000-035.00-08.00-005.020 Merkel Inc. Liber 2592 cp 115 TO Dated: 06/27/1946 Clementina F.Rutkowski Rec'd: 07/10/1946 (premises and more) Clementina F.Rutkowski died on 02/23/1962, Surrogates File No. 363 A 62. Stanley Rutkowski,Individually and as Administrator of Liber 6097 cp 445 the Estate of Clementine Rutkowski, deceased,Leonard Dated: 12/20/1966 Rutkowski,Anthony J.Wisowaty and Elizabeth R.Rice, Rec'd: 01/10/1967 all being the heirs at law and next of Uri of Clementine (premises and more) Rutkowski,late of Suffolk County TO Judy Steve Corporation Judy Steve Corporation Liber 6108 cp 88 TO Dated: 01/20/1967 East Marion Associates Rec'd: 01/30/1967 ' (premises and more) East Marion Associates Liber 6307 cp 254 TO Dated: 02/16/1968 Rhoda Kaplan and Zena Kaplan,as tenants in common Rec'd: 02/21/1968 each owning an undivided I/z interest (premises and more) Zena Kaplan and Rhoda Kaplan Liber 9976 cp 456 TO Dated: 12/30/1985 Gusmar Realty Corp. Rec'd: 02/10/1986 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC �V' Jean a Sworn to before me this 3rd y of ovem ,20 GL. Notary Public SANDRAJ.GoLEsKI Notary public,001005032487 auftik t ounly.Now York Cortnisslon fore.Aug.29.20 24 Commerce)Drive•Riverhead,New'York 11901 • (631)727-0600•Fax:(631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Gusmar Realty Corp. Liber 11749 cp 951 TO Dated: 09/15/1995 Pantelis Fakiris Rec'd: 11/14/1995 (premises and more) Pantelis Fakiris Liber 11749 cp 952 TO Dated: 09/15/1995 Peter Mourkakos Rec'd: 11/14/1995 (premises and more) Panagiotis Mourkakos AKA Peter Mourkakos Liber 11955 cp 460 TO Dated: 09/15/1995 Gusmar Realty Corp. Rec'd: 04/05/1999 (premises and more) Gusmar Realty Corp. Liber 12383 cp 318 TO Dated: 03/29/2005 Bravo Contracting Corp. Rec'd: 04/20/2005 Bravo Contracting Corp. Liber 12506 cp 687 TO Dated: 05/10/2007 George Sakellis Rec'd: 05/24/2007 George Sakellis Liber 12643 cp 36 TO Dated: 10/12/2010 George Sakellis and Judith E. Sakellis,his wife Rec'd: 11/15/2010 George Sakellis and Judith E, Sakellis,his wife Liber 13177 cp 566 TO Dated: 07/26/2022 999 Long Island Ave.Realty LLC Rec'd: 11/10/2022 LAST DEED OF RECORD FIDELITY NATIOW TITLE INSURANCE SERVICES,LLC Je u Sworn to before me this 3rd la of N vem r,2 3 d�2GL� v Notary Public SMIDRAJ.GOLESKI Plotpq►G�uhlltt,#D9G05032467 $}fit k C'%nly.Flaw York CommlNe,on Expira®:Aug.29.20 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 ,, Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-035.00-08.00-001.004 Maple Lane Farm Inc. Liber 3989 cp 106 TO Dated: 02/01/1955 Cleaves Point Corp. Rec'd: 10/06/1955 (premises and more) Cleaves Point Corp. Liber 5612 cp 485 TO Dated: 09/04/1964 Bernard Kaplan and Theodore Kaplan d/b/a Dawn Rec'd: 09/11/1964 Estates Shopping Center (premises and more) Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8156 cp 171 Estates Shopping Center Dated: 12/07/1976 TO Rec'd: 12/10/1976 Jack Kaplan and Jill Kaplan, an undivided'Ainterest and (premises and more) Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, an undivided 1/3 interest of the remaining'/2 Bernard Kaplan and Theodore Kaplan d/b/a Dawn Liber 8533 cp 190 Estates Shopping Center Dated: 11/03/1978 TO Rec'd: 11/15/1978 Jack Kaplan and Jill Kaplan, each having a 25%interest (premises and more) and Barbara Kaplan,Deborah Kaplan and Phyllis Kaplan, each having a 16 2/3%interest Correction deed corrects deed in Liber 8156 cp 171. FIDELITY NATIONA TITLE INSURANCE SERVICES,LLC Jean Sworn to before me this u a 3rd day of November,2023 Notary Public SAWDfZA.I,G06.ESW WQ4aPy IPublio,#oJ605032467 $UWeik County.Now Yowk Commlwon melees:Aug.20.20,.� 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Jack Kaplan, Jill Kaplan,Barbara Kaplan,Deborah Liber 8726 cp 18 Kaplan and Phyllis Kaplan Dated: 10/12/1979 TO Rec'd: 11/08/1979 North Fork Equities,Inc. (premises and more) North Fork Equities,Inc. Liber 8926 cp 598 TO Dated: 11/28/1980 Robert W. Gillispie,III and John R.Dempsey Rec'd: 12/09/1980 (premises and more) Robert W. Gillispie,III and John R.Dempsey Liber 9079 cp 173 TO Dated: 09/28/1981 Kevin Robert McElroy and Anne Marie McElroy,his wife Rec'd: 10/02/1981 LAST DEED OF RECORD . PREMISES WEST: MAPLE LANE FIDELITY NATIONAL T E INSURANCE SERVICES,LLC Jean Du a Sworn to before me this 3rd day of November, 2023 Notary Public 8MDRA4 90LASKI �lofe�l l�ubll¢,�41�3t�G032�67 Suffolk County,Now York Commission Expires:Aug.29,20 Azlo 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 S.C.T.M.# DISTRICT 1000 SECTION 35 BLOCK 8 LOT 1 .3 #R-24-0278 ENGINEER>S CERTIFICATION REt L'IRER. DWELLING 16.5 4" SDR 35 SUMMIT P.r- Or R,A- C:CRT;rICATI0P4 ITCH 1/8"/FT 17017, INSTALLATION ANr r-ONSTRUCTION or IA/OWTS GRADE 15.0 GRADE (14.7) GRADE 5% MAX EL(14.5) rt-r 1�1r4A L A PPRO VAL, C/0 TO GRADE INV13.16 DIST INV12.96 INV13.61 INV13.36 INV13.06 BOX EL13.13 INv12.8 (2) EACH 4" SDR 35 4" SDR 35 8'Ox6'DEEP PITCH 1/47FT x PITCH 1/97T LEACHING POOL 0 000000 EL $.47 EL7"1 =�� � O O EL7.1 SANITARY DESIGN BY: FL7JI CEN5 RICHARD M.MATOA.I.A. HIGHEST EXPECT. GROUND WATER EL 0.9 PO BOX 2284 AQU BOGUE NY 11931 SANITARY INVERTS PHONE:(631)523-5679 I EMAIL:RMATOARCHITECT@GMAIL.COM NPICAL SILT / 022.45" SCREEN SECTION I A/O WTS Fuji Clean BRED ARr% 021.65" GEOTEKOLE FAIMIC 1 INLET, SUPPORT POSTS 110020.65" 7 OUTLETS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WOOD OR NETAL LOW DIRECTION �,• �() ' PERMIT FOR APPROVAL OF CONSTRUCTIONFORA ExCAMED AND BOX ACCEPTS: a�cKFUED TRE"G4 SINGLE FAMILY RESIDENCE AND LIGHT COVER#3009C Pool House 0 Bedrooms I I TOP VIEW HEAVY COVER#3017-C20 EwsTNc cxrouHo ( ) GRATE #3017-G20 /f 6"TALL RISER#3009 _ DATE 2/26/2024 H.S. REF. NO. R-24-0218 041 S1 23.55 12"TALL RISER#3009-R12 saw "' T O " � r APPROVED �TF OF N y DCAP TYPE r r"'"'""" TOTAL M 1r1AX UM BEDROOMS � 4 o �, LEVELING DEVICE EXPIRES THREE YEARS FROM DATE OF APPROVAL RICHARD M.MATO A.I.A.NYS LISC#041861 `r m ri DWELLING WITH 4 BEDROOMS-NO GARBAGE GRINDER 2'INCREMENT, r' •+►.:".' BOX SEAL, REQUIRED OWTS SYSTEM FOR 4 BEDROOMS 440 GPD TYP. POLYLOK SEAL PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS °•`5' #3001 TYP.40PLCSTYP. NORTH ROAD OR (1)FUJICLEAN CEN5 500 GPD(OWTS) POLYLPEA GRAVEL LEVELING PAD (2)LEACHING POOLS B'Ox6' MATERIAL DEEP K 20"D FRONT/SIDE VIEW N 0)EXPANSION LEACHING POOLS MATERIAL-HDPE p LAND N/F OF DISTRIBUTION BOX Polylok DETAILS ANTHOULA KATSIMATIDES SANITARY NOTES 5 DWELLING WIPUBLIC WATER 150' I I 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH J ; FLEA 55'2$'20"E 1y 1 171.17' 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE t { 1 I I SHALL BE PROVIDED TO THE SCDHS 1 I Z 1 I I 3.PROVIDE A 2'VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS DWELLING ELECTRICAL PANEL I o 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE f I >< I 1 BREAKER I 1 1 0 DWELLINGS I 1 1 1 W/PUBLIC WATER 150, - BREAKER tri 30AMP 0o DEDICATED l i / EXP. 1 1 LECTRICALSErmCETO f •� 1 8'0x4'DEEP I HYDI1.- 7NCONT-PANEL ( I OVERSIZED FOR I LAND N/F OF PROPoseo oRlvEwar 8' MIN 1 POOL WASTE WATER / SUMMIT ESTATES F ELEC.SERVICE TO CONTROL PANEL o.w 1 1000 GAL. 1 A D W\ J HOMEOWNERS ASSOCIATION INC GRADE ELECTRIC AND AIR SUPPLY HOSE TO 0 S L.P. 8' S.T. J / / VACANT 159 \ y'; < < •�.+, CONTROL PANEL AND AIR P MP < \ I�• \ 2"SCH40 PVC VENT PIPE BexaDEEP MIN C.O. /YPOOL EQP�SHOWER / • CONTROL �}y 8'fdx6'DEEP 15,0) 4'xa' V 15 i:'PROPOSED::: I •';',��.4. •s' PANEL F ( ) .• ;:;c25.7' :i: POOL HOUSE / \ t ¢ 1 LP W/HALF BATH EXISTING 3 1 GF(15.5):::c FF1(14.5) GROUND vP 1 `��� 36.6' 53,3' 1 r iY AIR HOSE AND ELECTRCAL SUPPLYL, IN LP 5 DP 00 4.3 / ad I TP TREAITMENT UNIT Q l•,..� 1 MIN MIN CENS C0 ' Eo 36.7 I `J BOx6'DEEP un• 1SrvFRrt.c;:;F:i:: 'c / 1 FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD NTS10 30' \P --- ------- G.UTILIT----- ': l PROP.U. IES ' \•' 1 CHAMBER Volume(gal) { \\ 7.0' w w Sedimentation Chamber 198 { 't- w \ i Anaerobic Filtration Chamber 198 f 1 \\ PROPOSED WATERLINE (15 0) (15.0) \\ ( Aerobic Contact Filtration Chamber 95 1 LAND N/F OF ® Clarification Chamber 44 1 tl ®G/ D.w \� 999 LONG ISLAND AVE REALTY LLC Disinfection Chamber 4 COVER Z 1 i LP i / DWELLING WIPUBLIC WATER 15T Total Volume 540 ¢ ti_FINISHEDGRADE I I GAS SDR 35 PVC PIPE OR lEr. PITCHED iB'PER FT.MIN. -MI SPECIFICATIONS INLET .•. I / � // ELEV. 15.7 Anaerobic Media PP/PE ® ® ® ® / / / / Board Type Aerobic Media PVC/PP/PE ® E5 ® ® / ' w // ) / SM LOAMY SAND 11-7' Aerobic Media PP/PE ® ® ® MN f / I "' AA // / SM SANDY LOAM 3.6' Blower 2.8 cfm ® ® ® ® ® ® j { N // // COARSE Tank FRP � ® ® ® ® / 1 // / / ��� SP SAND Piping PVC/PP/PE W/GRAVEL 10.6' _ / / Access Covers Plastic/Cast iron 3 NIT! n ol,IwwATER � I \\ r-„_-�" �� /// SP SAND MIXED / / Disinfectant(Optional) Chlorine Tablets W/GRAVEL 148' JI O y // // /1 WATER IN HIGHEST EL OE9 EXPECT USA. LEACHING POOL F i sP MIXED Nrs i $ �/ / / / � SAND l �O I // / W/GRAVEL SCUM B -----_ 45'AFFLE B ( I --- / ( `��,iy�••� // / / SHAWN M.BARRON M.S. JULY 19,2022 ECIRCULATION AIR LIFT PUMP ISINFEC'nON CYLINDER(OPTIONAL) 4"INLET PIP OUTLET PIPE R S 55025'20" W 186.74' EFFLUENT I I INLET BAFFL © ART lS� AIR LIFT PUMP r LAND N/F OF I ANNE MARIE DWELLING WIPUBLIC WATER 150' RECIRCULATION PIPE FLOW BAFFLE 314"AIR INTAKE FLOW OPENING(TYP.) (CLEANING OPENING) B PLAN VIEW DRAINAGE CALCULATION DWELLING W,COVERED PORCH&PORTICO:2040 SQ.FT. 2040 x 0.166=339cf REQUIRED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 20"ACCESS COVE 20'ACCESS COVER 20"ACCESS COVE DISINFECTION 2 8'DA x 4'DEEP DRYWELL=354cf PROVIDED (TYP) (TYP) (TyP) CYLINDER(OPTIONAL) � � LOCARONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS „�- COWR AREA: 57,890.19 SOFT. or 1.19 ACRES ELEVATION DATUM: NAVD88 - ,• PLUG _ ram' /n REAOEDI &O a UNAU77-IORIZED ALTERATION OR ADDI77ON 70 THIS SURVEY IS A VIOLA770M OF SECTION 7209 OF THE NEW YORK STATE EDUCA7101V LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN CONCRETE BABE ,. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO TH£ 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717UAON ® CLEANOUT BOX USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS17TU710N, GUARANTEES ARE NOT TRANSFERABLE. CLE"A'WT 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM IHE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ADAPTER ADAPMR NOT 1N7END0 TO MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 30 DSWM SING AND/OR SUBSURFACE S7RUC7UR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 71ME OF SURVEY so SURVEY OF: DESCRIBED PROPERTY OF Nt;tV CERTIFIED TO: SLIGO CONSTRUCTION; 0) ° ® ° MAP OF: �P N M wo)--y0 FLOW FILED: U' 7 o Y 5EWERLNE SITUATED AT GREENPORT k ; CLEANOUT DETAIL o NTs OF: SOUTHOLD �' ` - -1-0 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ��0 05 Op S 2 � Professional Land Surveying and Design , W I P.O. Boa 153 Aquebogue, New York 11931 SECTION A-A VIEW FILE # 223-750 SCALE: 1"=30' DATE DEC,20,2023 PHONE (631)298-1588 PAX (631) 298-1588 N.Y.S LISGr-NO. 050882 S.C.T.M. NO. DISTRICT: 1000 SECTION: 35 BLOCK: 8 LOT(S): 1.3 / J J � #R-24-0218 (�J (( 4 ' I NORTH ROAD $'. o LAND IJ/F OF - w ANTHOULA KATSIMATIDES a��PR N 55°25'20" E 1y I 171.17' o 1� I 0 I o NV l o°\\ I I o I \ I I I � I I PROPOSED DRIVEWAY 8'x4'DEEP I 1 OVERSIZED FOR I LAND N/F OF I POOL WASTE WATER I SUMMIT ESTATES t ) 1000 GAL. D.W. W HOMEOWNERS ASSOCIATION INC ELEC.SERVICE TO CONTROL PANEL p. 1 ELECTRIC AND AIR SUPPLY HOSE TOO TS L.P. S.T. \�l I I CONTROL PANEL AND AIR PUMP 1 2"SCH40 PVC VENT PIPE 8'x4'DEEP C.O. 1 58.91 \ 257 FOUNDATION 467 LOCATION v I I I 8'OA DEEP LP JUNE 5,2024 I TOP FND ELEV 15 5 I N ,zi 20.0' DP I LP i 001 4.3' I \ CEN5 46.7' 6 18'Ox6'DEEP FOUNDATION LOCATION � I JUNE 5,2024 1 TOP FND ELEV 16 0 / 1� al 2 I / PROPOSED 20'x40' 1 POOL 1 I --� PROP.U.G.UTILITIES `� 1 30.0 \ I ' � PROPOSED WATER LINE (15.0) 05'0) \� I LAND N/F OF 1 \ \I ®G/ ±pW 999 LONG ISLAND AVE REALTY LLC \ LP \ GAS E I M1 1 0 2024 S 55°25'20" W 186.74' E?t"t I;�n f?*�x�e�!",^'?t I LAND N/F OF ANNE MARIE DRAINAGE CALCULATION FND. LOCATION JUNE 5, 2024 I DWELLING W/COVERED PORCH& PORTICO: 2040 SQ.FT. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 2040 x 0.166=339cf REQUIRED LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS (2) 8'DIA x 4'DEEP DRYWELL=354cf PROVIDED AND OR DATA OBTAINED FROM OTHERS AREA: 57,890.79 SQ.FT. or 1.79 ACRES ELEVA77ON DATUM: NAVD88 ________________ UNAUTHOR/ZED ALTERA77ON OR ADDITION TO THIS SURVEY /S A V70LAT70N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADDITIONAL STI?UCIURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TVRES RECORDED OR UNRECORDED ARE NOT GUARA,VTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 223-750 SCALE: 1"=30' DATE: DEC. 20, 2023 N.Y.S. L1SC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 FDate OUNTY DEPARTMENT OF HEALTH SERVICES S.C.T.M. N0. DISTRICT: 1000 SECTION: 35 BLOCK: 8 LOT(S): 1.3 OVAL OF CONSTRUCTED WORKSFOR .l SINGLE FAMILY RESIDENCE AND �. #R-24-02 7 S _°H.S.Ref.No. G p anA wabr su fadliaes m this Iccaflon h.v.l..n NORTH ROAD u,,Ifi.d IN,Oe rlmenf m ofh..gendw and found I Q /� r FOR TOTAL�MAXIMUM�DF '� BEDROOMS G 0 ]onat anF Pal,P.E.,CHIEF I J\FN ice of Wastewater Management CJLAND NF O ANTHOULA KAISIMA 55°25'20" E 171.17' I Z D E CUP E WE I � w J U L 2 9 2025 _ 41 w I Puitding Departmont ^' Town of Southold V 5'ESTATE FENCE 1771 BELG.BLOCK ^� 8'x4'DEEP ly t D W OVERSIZED FOR LAND N/F OF APRON 8'x4'LEEP POOL WASTE WATER SUMMIT ESTATES 1000 GAL.L.P.O O S.T. POOL p W HOMEOWNERS ASSOCIATION INC (� RCA DRIVEWAY GATE EQP. C.O. I X w 8'0x6'DEEP cn SE: j �y LP7 15.5 GARAGE::::o U J z 2o.z':::::. 46.6' U r / 0 RHANG 000 'i 4.3' P 8'Ox6'DEEP DP CO CENS m v ^ ;:;2 STY FRAME :::: �l _ n o :DWELLING#435`. U a : :::EFL=17.4::::;'N' z 3 m cj LI WOOD LL �U P. Z w STOOP IN � o POOL f O COD O d NINDOW v W.V 55.7' w B:':::;30.3,: :;:;:; NELL 46.8' _ p w W M w ON LINE LAND NIF OF (D W 999 LONG ISLAND AVE REALTY LLC w GRAVEL ca IO MAIN HOUSE L.P GAS F CENS DP LP1 I_P2 Iw A 36' 41' 35' 48' w B 53' 56.5' 67' 62' I iv O POOLHOUSE O NJ ST LP I A � 26.5' 37' f B 13' 19' I F I S 55°25'20" W 186.74' LAND NIF OF I ANNE MARIE I DRAINAGE CALCULATION I DWELLING W/COVERED PORCH& PORTICO: 21040 SQ.FT. I FND. LOCATION JUNE 5, 2024 2040 x 0.166=339cf REQUIRED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (2) 8'DIA x 4'DEEP DRYWELL=354cf PROVIDED LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 51,890.79 SQ.FT. or 1.19 ACRES ELEVATION DATUM: _NAVD88________ UNAUTHORIZED ALTFRA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF rO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFFENCES, ADDITIONAL_ STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU(fTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NEW CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: P N M W y0 c o FILED: C G SITUATED AT: GREENPORT TOWN OF: SOUTHOLD . .tl ° SUFFOLK COUNTY, NEW YORK �� KENNETH M WOYCHUK LAND SURVEYING PLLC 6) 050382 �� Professional Land Surveying and Design �-q I P.O. Box 153 Aquebogue, New York 11931 FILE # 223-150 SCALE: 1"=30' DATE: DEC.20, 2023 N.Y.S. LISC. ILO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 i GENERAL NOTES I GENERAL: I 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FRCM THE BUILDING IR 11 +t it u Au u IEF L DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIALCODE OF NEWYORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES I 3 I 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: aPP O ' Eb .. .. .y.. DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE `NOTED cif; �D531 ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE ��� r :_ P .� DATE: P.#- THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND N CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY +� E FEE 'xgy; - ARISING THEREFROM. MECHANICAL CODE NOTE: - E=r , NG DEPARTMENT AT t N07I BUI DI4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF 631-765-1802 8AM TO 4PM FOR THE FIRST APPROVED BY THE ARCHITICT ENGINEER AND BUI'_DING DEPARTMENT. NMy FOLLOWING INSPECTIONS: NY.STATE,CHAPTERS 12 THROUGH 24. ** � y �� 1. FOUNDATION-TWO REOUI5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.6. ALL DIMENSIONS HEREIN ARE API ROXIMATE.NOT TO BE SCALED AND ARE SUBJECTPLUMBING CODE NOTE: � FOR POURED CONCRETE R`D 1 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE _ . ROUGH-FRAMING& PLUMBING 3. INSULATION AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER, 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 25 THROUGH 33 4. FINAL-CONSTRUCTION MUST 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8E COMPLETE FOR C.O. 435 MAPLE LANE ALL CONSTRUCTION SHALL MEET THE 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CODES OF NEW FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE YORK STATE. NOT RESPONSIBLE FOR CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY DESIGN OR CONSTRUCTON ERRORS WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. GREENPORT NEW YORK 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF ND PROFESSIONAL COMPLY WITH ALL CODES OF 10,ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT THESE PLANS AND/OR SPECIFICATIONS ARE IN NEW YORK STATE &TOWN CODES , BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. AS REQUIRED AND CONDITIONS OF 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEWYORK STATE "'"H �n THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS v����r NING BOARD TO BE FOLLOWED. NOTE S�TRUSTEES 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 1 CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION TITLE SHEET & PLOT PLAN MINIMUM UNIFORM DISTRIBUTED LI`iI: LOADS � THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER^ODE. SUUIt1UW HPC 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. [REFER TO TABLE R301.5 OF THE RESIDENTIAL COD.-OF NEWYORK STATEI 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. 2 FLOOR PLANS USE LIVE LOAD SCHD y SHALL BE IN ACCCORDANCE WITH SECTION R316. ��t )�,f,/+� UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf i L`UIYi�il�A� ' 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND NOTE: ALL PLUMBING WHS"9`� . I EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf &WATER LINES NEED. .., ELEVATIONS & SECTIONS - OCCUPANCYOR 16.THIS PROJECT COMPLIES W/THE:NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30 psf Ti-SWING BEFORE.COVERI C ' BE VARIFIED IN THE FIELD BY THE CONTRACTOR, EXTERIOR BALCONIES AND DECKS(e) 40 psf t ' UNLAWFULSE IS MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE 4 N 0 T E S D E TA I L S FIRE ESCAPES 40 psf u PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. GUARDS AND HANDRAILS (d) _ 200 psf(h) WITHOUT CERTI FICA` ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY GUARD IN-FILL COMPONENTS(f) 50 psf(h) OF pCCUPAf�CY CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 5 ENERGY SEALING DETAILS PASSENGER VEHICLE GARAGES(a) 50 psf(a) 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 2. ALL LUMBER TO BE A MINIMUM CF 8"ABOVE FINISHED GRADE. (U.O.N.) SLEEPING ROOMS 30 psf RETAIN STORM WATER RUNOFF 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 BRACED WALL PLAN PURSUANT TO CHAPTER 236 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF STAIRS 40 psf(C) 2-2°X 6° U.O.N. BUILDINGS. OF THE TOWN CODE. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 7 BRACED WALL PLAN FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE IPJCH=645 MM2,1 POUND=4.45 N. � 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 0 A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUF^'RTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. j 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE iERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR 8 NOTES DETAILS E V" w WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 - 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATEF,VJI 11IN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT WI CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIR .*. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE i idFOMALY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN SEAL MODELS NUMBERS ON PLANS. AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE CREATER STRESSES. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIREC"'.O^I AT ANY POINT ALONG THE TOP. YdAL LS. ESCAPE. IN CONFORMANCE WITH'2020 NEWYORK STATE BUILDING CODE E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTEr"!i F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE F R, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY SEC.R310 MIN OPENING OF 5.7 SO.FEET(5.0 SQ.FEET @GRADE LEVEL WHEN GRADE APPLIED NORMAL LOAD OF 50 POUNDS ON AN An'._.,•.F'�UAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH '�� \�{ TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 1,, r, I ANY OTHER LIVE LOAD REQUIREMENT. OF 20"(OPERATION W/0 NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE Tf''OSf.,UHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUbbES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 " 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. k a ALL GLAZING SHALL COMPLY WITH SECTION R308. INCHES IN HEIGHT BY 24 INCHES IN WIDTH,ORGREA'ER,WITHIN THE PLANE OF THE TRUSSES. A 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORIVNS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS F F ' 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THEWARM-IN-WINTER SIDE OF THE ARE MET: INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 301NCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. I 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORD ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST?P TRUSS BOTTOM CHORD MEMBER DEPTH. ELECTRICAL: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BITTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. I 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E C�U I I R\M E N TS H. GLA7/NG USED IN HANDRAIL ASSEMBLIES AND GUARDSJHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO,m..�OP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE NFPA 70 NATIONAL ELECTRICAL CODE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LC,DS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. C 0 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE w. M OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 00 w co _ 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WI CHAPTERS 34-43 PLUMBER CERTIFICATION � U i TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AND LOCAL BUILDING DEPARTMENT. TABLE R301.7 b,o ON LEAD CONTENT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBES B�'FORE 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. CERTIF/CAjE OF OCCUPANC} I ALL SMOKE DETECTORS SHALL 13E INTERCONNECTED AND HARD WIRED. MEAN STRUCTURAL MEMBER A.ccOWABLE SOLDER USED 1N L.�ATER 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. J�/INDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR SECTION GROUND _ FLOOD FREEZING ANNUAL SUPPLYSYSTEMCANNOT 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF DESIGN DESIGN UNDERLAYMENT RAFTERS HAVING SLOPES GREATER THAN TO 3:12 L/180 TOPO� SPECIAL BORNE -BORNE ° HAZARD WITH NO FINISHED CEILING ATTACHED TO SNOW LOAD SPEED d FROST LINE TEMP PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY WEATHERING° DEPTH TERMITE TEMP REQUIRED INDEX RAFTERS EXCEED 2110 OF 1% LEAD. Y MPH EFFECT,k REGION FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE INTERIOR WALLS AND PARITIONS H/180 Df Y g 3 FEET 15° YES INSERT FLOOD 599 51° - O Dr- 20 PSF 130vult NO NO FROM THE COAST SEVERE HEAVY FLOORS L/360 >- O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A >- 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO.FOOT. CEILINGS WITH BRITTLE FINISHES(PLASTER&STUCC ) U360 ELECTRICAL w w 3: CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) L/240 INSPECTION REQUIRED Q Z � z 3. FOOTINGS TO REST A MIN 3'0" BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO H ALL OTHER STRUCTURAL MEMBERS 240 II(VRISEMAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS EXTERIOR WALLS-WIND LOADS a WITH PLASTER OR HI360 Lu J 0 J Cr 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON STUCCO FINISH Q z o O PLANS. (U.O.N.) EXTERIOR WALLS-WIND LOADS a WITH OTHER � w CO ALTITUDE INDOOR DESIGN H"240 TRUSS RL,AC ARDING REQUIRED w ,, WINTER SUMMER HEATING TEMPERATURE BRITTLE FINISHES t °" � >- 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE c0 "' FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE EXTERIOR WALLS-WIND LOADS a WITH H/120 d O CIO FLEXIBLE FINISHES 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS, e LINTELS SUPPORTING MASONRY VENEER WALLS L/600 7. ALL OPENINGS FOR GS FLUES, UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15° F 85° F 1.00 68° F 75° F 53° F Note:L=span length,H=span height. AIN ',,f--ri r lh hting ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED WI 1/2"SPACE @ iv stalled re laced or SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY A. FOR THE PURPOSE OF THE DETERMINING DEFLECTI(LIMITS HEREIN, p 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN 0.7 TIMES THE repaired shall conform COMPONENT AND CLADDING(ASD)LOADS OBTAINEEPOM TABLE 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. R3012(2). I to Chapter 172 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE I POURED STEPS. 10° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TCE THE LENGTH of the Town Code 0 °i 11Q- 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH OF THE CANTILEVER. W _Jco C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS iED IN ROOFS OR W J O CN MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. WALLS OF SUNROOM ADDITIONS OR PATIO COVERS SUPPORTING U -' N 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL 1AD DEFLECTION 0 - 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SHALL NOT EXCEEDING EDGE CONTINUOUS ALUM INII STRUCTURAL 0 - O w EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT BRICK LEDGE OR RELIEVING ANGLE MEMBERS SUPPORTING EDGE OF GLASS,THE T OR50 D DEFLECTION = @ SHALL NOT EXCEED L1175 FOR EACH GLASS LITE OR$U FOR THE W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MCE STRINGENT, 0 WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR WINTER ICE SHIELD FOR SANDWICH PANELS USED IN ROOFS OR WALLS'SUNROOM 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FLOOD ANNUAL � Z NFROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED d DESIGN DESIGN UNDERLAYMENT FREEZING ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEf%TION SHALL Q-SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE ° FROST LINE HAZARD TEMP NC)TEXCEEDL/120. WCODE LIMITS. RAPHIC WIND DEBRIS CATEGORY WEATHERING,, TERMITE TEMP REQUIRED INDEX � z - MPH EFFECTS k REGION DEPTH D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR(PSUM BOARD W (n 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. 1 MILE FINISH SHALL TI LIMITED TO AN ALLOWABLE DEFLEiION OF H/180. 0 Q W PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE 3 FEET MODERATE SEE YES NO 599 510 E. REFER TO SECTIONR703.8.2. 0 W N & FIRE ISLAND BOF TO HEAVY BELOW w 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE2020 I.M.0 w Z 0- = _ � 1 AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. o � J Q 0 W N 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: 0- v Q oI = 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75° F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE -DEGREE DAYS (NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F, DRY BULB 89° F,WET BULB 75° (2020 IPC APPENDIX D) 0 y ~ 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B ) 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND k, ,} PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. - 4J i ' I i ! I 20'-0" 20'-0" z i Or-------------------------------------------------- ----� � I I r------------------------------------------------------- I 1 I I I r- ---- --------R-1(Y RIGID FKS_UCAT-1 UW BOARD i 5-6" 4'-0" `� 0 ULZT. H w INSTALLED 24"VERTICAL&HORIZONTAL i i 4'-0" 1'-0" `� i J� @PERIMETER i 1 ?s� 0 = l a z i i PROPOSED 8 I z o i i TDO LAV 9-2 PROPOSED i C) o I I o I I SHOWER oo I X I STORAG I N I o C) PROPOSED I I `" A 2 x 10" @ 16' oc r, 1 CEILING JOISTS 1 A` 1 X F 2"x 10" @ 16" oc 2"x 10" @ 16" oc I z� SLAB ON GRADE A A A A A 3 I l 00 o0o I I 3 _ 3 1 3 3 I ROOF RAFTERS ROOF RAFTERS I 3 CD 00 f I 1 °O 4"THICK POURED CONCRETE SLAB WITH J i i PROPOSED m o 1 6"x 6"x 1.4 x 1.4 WWM REINFORCING a z I I Q I I OVER 6 MIL VAPOR BARRIER OVER 3" Z o i i o POOL HOUS E `� o x 1 II II Lu R.C.A.COMPACTED BASE. c> Z o `D 9 0 CEILING HT. = w x Moz - =0 CD I I N I I 1 I I w " z I p1 2,X i i M Cl 0o w 1 41 1 I I I 1 R-10 RIGI INSULATION BOARD 18'-8" °O i i 2-1 " A 2"x 10" @ 16" oc N i N CEILING JOISTS I INSTALLE 24"VERTICAL&HORIZONTAL i i "' � "i I I @ PERIMETER 1 L------ ---------------------------------- - I - --J i 2-2 x10 HEADER 2-2 x12 HEADER 2-2 x10 HEADER i I `------------------------------------------------------J NEW 3046 H WINDOW 6068 LIDER NEW 3046 H WINDOW I 1 1 1 n r n r t, I I I w 3'-6 6'-6 6-6 3-6 wl I 1 I a 1 1 1 z I w O PROPOSED ai CDi �i 1 S I > r\ x) oo i 12rrx 10" @ 16rr oc I r, " i ROOF OVER PATIO "' � I w XI 2 x 10" @ 16 oc 1 f „ VINYL SOFFIT MATERIAL ON CEILING `;'1 i ROOF RAFTERS c•,i ROOF RAFTERS 6 x 6 POST ANCHORED ON 6 x 6 POST ANCHU'PED ON 6 x 6 POST ANCHORED ON M) 6 6 POST ANCHORED ON 18"0 x 36"FTG.BELOW GRADE 18"0 x 36"FTG.BELOW GRADE 18"0 x 36"FTG.BELOW GRADE 1 18"3 x 36"FTG.BELOW GRADE i r `V SEAL AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE AN 4"-6"ABOVE GRADE 1 A 2 x 8 ;@ 16" oc 1 RED A R\ ___3_2'_x 12"_PT HEADER____ 3_2_'x 12_PT HEADER____ i CEILING JOISTS � i ��� N.K. tFcy% i i i 1 @ 10-P0 HEIGHr 9'-5" 9'-5" +j} /I cp 18'-10" a q p F OF NEA PROPOSED ROOF PLAN I 1/4"=1'-0" 00 o PROPOSED POOL HOUSE PROPOSED POOL HOUSE 00 Lu c _ 1/4"=f-0" 1/4"=f-0" C co Y � Y O O w w z z o w I_ z Ld PROPOSED FIRST FLOOR PLAN J ° J o Q $" M } CONCRETE WALL NOTES: cj m I 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER "% NEW CONSTRUCTION NOTE: ' WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE 1/2"A.B.@ 48"O.C.WITH DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL ______-_-____ 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE j ' 3"x 3"x 1/4"PLATE WASHER HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ------ TO BE REMOVED WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT 2. ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 2"x 6"SILL PLATE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE EXIST'G STRUCTURE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK oLn CONSTRUCTION NOTES. FOOT WITH A MINIMUM OF3-O COVER. CONCRETE WALL STATE. U z 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 3. EXTERIOR WINDOWS & GLASS DOORS SHALL BE INSTALLED IN W W J 0 o 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE LEGEND ACCORDANCE WITH SECTION R613 & ALL GLAZING SHALL COMPLY 0 0 N c„ ALL LUMBER THAT COMES IN CONTACT WITH CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE WITH SECTION R308. 0 IZ � � 1 4. WALL & CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION CONCRETE SHALL BE A.C.Q.LUMBER. SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL 1: I) 0 `' TO BE FREE OF WOOD,TRASH,ETC. INDICATES LOCATION OF SHEAR WALL HOLD-DOWN R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. J — � O 5. INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE U3 , 3/4"OSB SUB FLOOR GLUED AND NAILED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#12 WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE 0 W r 1/2"A.B. @ 48"O.C.WITH AS PER MANUFACTURER'S SPECFICIATIONS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED (TO BE INSTALLED AS PER N.Y.S.CODE) INSTALLED IN ACCORDANCE WITH SECTION R703.4 0 L Z w I e � 3"x 3"x 1/4"PLATE WASHER �.. — ❑ WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 6. PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE W C� Q B ALL FASTENERS SHALL BE INSTALLED WITH STRICT — 4 PLASTIC CEMENT. WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK r- r, � ACCORDANCEW z �MANUFACTURER SPECIFICATIONS � 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. STATE. W Q W - _ HOLDDOWN CONNECTION NOTE 7. INSULATION SHALL HAVE A FLAME - SPREAD INDEX OF NOT GREATER THAN cf) -1 I 0 `'i RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( -HOLDDOWNS SHOWN ON FOUNDATION 0 W 0 N w/3"SQUARE WASHERS AND END NUT SETUP 25 WITH A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 IN v a w z , PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE PLAN ARE CONNECTING FOUNDATION ACCORDANCE WITH SECTION R316 w ~ ~ r" 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR THAN 7 PERCENT. TO FIRSTFLOOR 0 z (L _ = w N OR REPLACED BY HOLD DOWNS;FOR SHEARWALLS HOLDDOWNS SHOWN ON FIRST FLOOR 8. THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE 0 � uj Q 0 W ' 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. PLAN ARE CONNECTING FIRST FLOOR WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. O- Q o 1 0 6 0' MAX. To SECOND FLOOR 9. CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE Ilk T012"MAX.FROM ENDS OR CORNERS DWG NO � 4.CONC,BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. WITH SECTION M15O2 /. 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS THERETARDER SHALL ANCHOR BOLT SPECIFICATION BE NSTALLIEDING ON THE WARMTHERMALNNELWI TER SDIETOFTHEINE VAOSULLATION IN ACCORDANCE �� Z WITH SECTION R318 ' R403.1.6 FOUNDATION ANCHORAGE 8 I i ! I 12 12 6� 16 IFw HEADER AS PER PLAN z 0 I i NWI W ND iLu III ,,Nn , I I I wuilu, Eft W I i ' ,I�ILI II I�I wl II I I ILL I IT H I I�I1 -11 ILJ r I I I II LI 11 I 11 11 I 11 11 111 11 11 I I i I I I 6"x 6"POST ANCHORED ON 1 1 1 1 18 0 x 36 FTG.BELOW GRAD 8 CONC.FOUNDATION WALL 8"CONIC.FOUNDATION WALL I o �� �� " W/8"x 16"CONC.FOOTING i ; , W 8"x 16"CONC.FOOTING F -----------------------------------------------------11 I i AND4"6"ABOVE GRADE ri / I L-------------------------------------------------------J L--J ----------------------------------------------J i i NEW 2"x 10"RR 16"oc 1/2"PLYWOOD #15 SHEATHING 6 �6 1/2"PLYWOOD SHEATHING 12 12 NEW 2"x 10"RR 16"oc � Y PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION ASPHALT SHINGLES #15FET ASPHALT SHINGLES 1/4"=1'-0" 1/4"=1'-0" z NEW 2"X10"CEILING JOISTS @ 16"OC NEW 2"X10"CEILIING JOISTS @ 16"OC O w r� u J 1j j u R-301NSULATION W/ SEAL 12"OVERHANG 1/2"GYPSUM BOARD. 12"OVERHANG 3"CONTINUOUS SOFFIT VENT 3"CONTINUOUS SOFFIT VENT R-15 INSULATION W D rFy� ARC NEW 2 x 4 STUDS 16 oc 1/2 GYPSUM BOARD PROP OS NEW 2"x 4"STUDS 16"oc ED A,N.t K, 1/2"COX PLYWOOD SHEATHING o 1/2"CDX PLYWOOD SHEATHING VAPOR BARRIER I POOL HOUSE - �Ir VAPOR BARRIER �� - R-3 RIGID INSULATION BOARD a' R 3 RIGID INSULATION BOARD l SIDING AS SELECTED BY OWNER 9 0 CEILING HT. R-15 INSULATION W/ 1/2 GYPSUM BOARD. SIDING AS SELECTED BY OWNER OF_Q� SP GRADE GRADE RIGID INSULATION BOARD NEW 8"CONC.FOUNDATION WALL INSTALLED 24"VERTICAL&HORIZONTAL NEW 8"CONC.FOUNDATION WALL @ PERIMETER NEW 8"X 16"CONC.FOOTING NEW 8"X 16"CONC.FOOTING Y NEW 4 CONC.SLAB 00 W I E I "���'�I� I � � PE VI}p� NE r) 046.DH I Li Li WI D W NEW 5ID'IN El TED1A ER W R �q SECTION VIEW A I 1/4"=f-0" 3 Y O 0 ! �. I I I I II III I I I I I 1 W W I Z Z W 8"CONC.FOUNDATION WALL i i 8"CONC.FOUNDATION WALL i o I I < F z 1 W 8"x 16"CONC.FOOTING 1 I W 8"x 16"CONC.FOOTING 1 1 1 1 / s i----------/---------------------------------1 i") I I 6°x 6"POST ANCHORED ON J p Q ---------------------------------------------------- r 1 1 18 0 x 36 FTG.BELOW GRADE m o- O -------------------J L--J AND 4 6 ABOVE GRADE < Z T W I� cr PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION 1/4"=f-0" 1/4"=f-0" U O W `- W m00 J O CV D Z 2 p 0 _ o 0 w CD _ 0 or- Z J I' 0 z Q �r w cn 1--- 0 r) v J � Z Lu O z n- = 2 Qr Q w ¢ N ! DWG NO ! i ICE SHIELD: ALCOA RIDGE VENT. INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. ' TOGETHER OR SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET. i ROOF SHINGLES 1" AIR SPACE # 15 FELT PAPE ROOF SHINGLE. 1" x 2" BLOCKING. I 1 1/4" x 20 GAUGE GALV. STRAP (TYP.) WITH (6) 8d j 1 2" CDX PLYWOOD COMMON NAILS IN EACH '� ��'� PLYWOOD SHEATHING. I # 15 FELT PAPER END OF STRAP. 1 1/4" x 20 GAUGE GALV. STRAP (TYP.) WITH (6) 8d COMMON NAILS IN EACH END OF STRAP. J 24" MIN. I SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRIC � ACCORDANCE W/ MANUFACTURER SPECIFICATION RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE: HURRICANE CLIPS TO BE END. END. ACCORDANCE W/ MANUFACTURER SPECIFICATIONS 1 1/4" x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN j STRAP (TYP.) WITH (4) 8d ALL FASTENERS SHALL BE INSTALLED WITH STRIC CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE W/ MANUFACTURER SPECIFICATIONS EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRI END OF STRAP. ACCORDANCE W/ MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE" CONNECTOR DETAIL " A" DETAIL " B " BY SIMPSON OR APPROVED EQUAL. DETAIL " C" � DETAIL " D " ICE SHIELD & UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP & VENT N.T.S. HURRICANE CLIP N.T.S. R. 905.1.2 R. 802.3 R. 802.3.1 R. 80Z.3.1 R. 802.3.1 R. 802.5.1 (9) R. 802.5.1 (9) ' L 14 MAX. L Ac 5/8"TYPE "X" GYPSUM BOARD , 2'-0"MAX CAN'T 5/8" TYPE "X" GYPSUM BOARD 1'-4" 3" I NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRA°PED INSULATION SHALL FILL FLOOR CAVITY TO UNDERSIDE OF FLOOR JOISTS & BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. PARTITION. R-15 MINERAL FIBER INSULATION BETWEEN HEATED & NON-HEATED THOUGH BOLTS SPACES. HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY ----- --�= MANUFACTURER @ END OF JOISTS. x 1 1/4" x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4" x 20 GAUGE STRAP (TYP.) WITH (6) 8d VINYL SOFFIT ACCORDANCE W/ MANUFACTURER SPECIFICATIONS STRAP (TYP.) WITH (8) 8d COMMON NAILS IN EACH AS PER PLAN CONMON NAILS IN EACH END OF STRAP. UP AND END OF STRAP. I OVER FL JOISTS & DOWN WALL STUD j AS PER PLAN c Z� DETAIL " E ' 0 DETAIL " F " 0 DETAIL " G" � DETAIL " H " Ln CANTILEVER UP—LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2" = l'—O" FIRE SEPARATION @ GARAGE WALL HEADER W S ::L ATE AIL / N.T.S. �T 1/2" = 1'-0" > j SEE 1"JI DETAILS ON SHEET #17 SEE TJI DETAILS ON SHEET #17 1 HOUR RATED UL Design No. U333 I SEAL SHEATHING NOTE Ep ARC i SIDING ALL STAIRS, HANDRAILS& FLASHING �� �� K`rF. CONTINUOS VENT RAILINGS SHALL COMPLY w W/RCNYS SEC. R-311 &R-312 cp y .\ 1/2^� 1 1/4" AIR SPACE U W/RD 2oMINOF LAGER CLR.AND NOT �f BACK-FLASHING 1/2" MIN. BLANKET INSULATION 00 o TO PROJECT MORE THAN 4.5" T F 0 F N E� 3/4" AIR SPACE is FROM THE WALL. ROOF RAFTER o w w 3/4" 0 LAG BOLTS TOP— BOTTOM @ 24" O.C. MAINTAIN - 2" EDGE @ END DISTANCES. 0091, X WOOD STRINGER, M TREADS, &RISERS 0 0 c� Y I PRE-MOLDED EXPANSION JOINT. � _ 1 114"NOSING C? U M j Z� DETAIL " V" "MINIMUM WIDTH OF STAIRS TO BE 3'-0" ROOF VENTILATION N.T.S. O DETAIL K " STAIR AND RAILING DETAIL N.T.S. Y � Y O � >- O w w � Q 5 R.R./C.J. TO DWELLING 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER Q w ROOF CONNECTION CONNECTION DETAILIll of _j -^1 TECO'S 2"x 10"FLOOR JOISTS CL d Q p Q Z o = — 2"x6"R.R.@ 16"O.C. w 2"x6"R.R.@ 16"O.C. HEADER AS PER Ln 3-10d COMMON PLAN CO m 1/2°LAG.BOLT SI SON @ 24"O.C. I I ST PPING @ 16" j i 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSONEA. 112T ! 2-2"x10"HEADER _ 1/2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY —DE 6"x 6"P.T.SOLID WOOD POST COV. @ 24"O.C. SIMPSON STRONG TIE PORCH TECO'S U o w W ABU46 POST BASE 5/8" � C) J N ANCHOR BOLT 0 W i 74"DECKING DECORATIVE MOLDING = O SEE DECK LATERAL ATTACHMENT 4"x 4"POSTANCHORED IN PSON J r O 2"x6"DECKING 8"x 36"FTG.BELOW GRADE STRAPPING @ 16" O W 0 -, DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. AND -6"ABOVE GRADE Yz"O LAG SIMPSON 1 ° BOLTS @ 16" EA. 0 Z w N 6-8d COMMON BOLTS ° - N J II 6-8d COMMON HGR. @ 16. 0 Z Lij � v _ 1/2°LAG.BOLT 3-10d COMMON a° AB POST BASE BY SIMPSON W Q � ' @ 24"O.C. FILLER STRIP .40 J 0 Cy) ' TECO'S ° U a- J Z W w CV / GRADE 5/8"ANCHOR BOLT " " ,:,,/,, �'': DETAIL ����� o o W Q � W � N @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL / D E TA L I V Q o CN 4� FLJ TO DWELLING PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS CL CONNECTOR POST W/CONC. CONNECTION DWG NO �! DETAIL M PORCH CONNECTION DETAILS N.T.S. I i THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG ,'� CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAINFTER WITH EXPANDING FOAM SEALANT. - OF SEALANT MAINTAIN EQUAL VENT SPACE �' VENTED AIRSPACE I CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION /� _ __- CONTINUOUS BEAD SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION OF SEALANT C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH ,' CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 (VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID _ _--- _--- - AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 (SKYLIGHTS) BURNING PILOT LIGHTS - CONNECTINSULATION INSULAVERTICTING SHE CONTINUOUS BEAD TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO NSLATI NGSHEATING C SEALANT SEC. R403.1: HVAC CONTROLS - COMPLIES CONTINUOUS BEAD TO RIGID INSULATION BAFFLE �� II 1 OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A I EXPANDING FORMAT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT ARIA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS -COMPLIES WITH SEC C403. FRAMING CAVITIES TO ! coNTlNuous BEAD of SEALANT SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS -COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 1 1l2"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE I CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - CDMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS OF SEALANT AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER CONTINUOUS BEAD OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER OF SEALANT SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM �� �� CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY ;f..': DETAIL A OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS -COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT OF SETA ANT BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - CCMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. CONTINUOUS WIDTH SILL SEALER //�///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION \\ AIRUBARRIOR WALLAS CONTINUOUS BEAD CONCRETE SLAB AS \/\/\° AIR BARRIER OF SEALANT \\/\\ , COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE j ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or /�� the building envelope. a sealing material. narrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT Narrow cavities The exterior thermal envelope contains a that on installation readily conforms to the r-- - ---- ---- - General requirements available cavity space. AROUND VENTILATION CHUTE �� I continuous airbarrier. Y P -AIR SEAL PERIMETER WITH � Breaks orjoints in the air barrier shall be ' sealed. Air sealing shall be provided between the EXPANDING FOAM SEALANT Garage separation and conditioned spaces. ' The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage p AIR SEALING DETAIL "B" shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL around wiring and plumbing in exterior walls, The junction of the foundation and sill plate Cavities within corners and headers of frame Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filling EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING ! walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUE/THICKNESS PER CLIMATE { and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) f 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER ,I z framing,and skylights and framing shall be Electrical/ hone box on exterior walls electrical or communication boxes or Windows.skylights and doors p ;i O sealed. air-sealed boxes shall be installed. Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building Rim joists HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. 2X LEDGER ON TOP OF RIGID'�NSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ATTIC INSULATION 5� framing cavity insulation shall be permitted that is recommended b the manufacturer" Floors(including above garage and Y to be in contact with the top side of Concealed sprinklers Caulkin or other adhesive sealants shall not >'. �' cantilevered floors) 9 //' �, sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING o K from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF �- , ! I ATTIC ACCESS TO +1"OF INSULATION LEVEL E-------- # Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I I 9� P o shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts, p g 1"RIGID INSULATION F Crawl space walls penetrations shafts o enin to exterior or unconditioned F N Q� with overlapping joints taped. the crawlspace walls. space shall be sealed. ' ACCESS PANELDRAWACCESS PANEL j TABLE R402°1.2 WITH ER METER SCREWS G _ INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a TRIM ASREQUIRDED FINISHED CEILING i GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEo CLIMATE FENESTRATION SKYLIGHT b CEILING MASS WALL FLOOR i . I DETAIL ') D ff _ LU DETAIL 'f E') CO L FENESTRATION WALL WALL R-VALUE WALL + -� ZONE U-FACTORb U-FACTOR SHGCb,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE "' �s +'.- 'w. ""r"; * � �,� „ CO IRA h AIR SEALING AT ATTIC HATCH //FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S _ 4 0.32 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10.2 FT 10/13 "* +`"'^ `� '_ : '{ �� I RIGID INSULATION SHEATING °O U ,ti,i.v M 4. 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15/19 10.2 FT 15/19 "" r I I 20+5h g ! ,� „jj Al ' F + i 6 OPTION 1 0.30 0.55 NR 49 OR 15/20 30 15/19 10.4 FT 15/19 13+10 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15/19 '" "!', ' ' * Of NR = Not Required. O } For SI: 1 foot = 304.8 mm. ' PREFAB -�" ATTIC INSULATION i i FIREPLACE UNIT W W LU ,. SITE BUILT ATTIC ENCLOSURE MECHANICALLY SECURED Q z LU z A. R-VALUES ARE MINIMUMS. U-I-ACTORS AND SHGC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE x .. ,` t -u LLi LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE �,. � ". RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" W J SPECIFIED IN THE TABLE. ` " "` o B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. 1 +" .b 1+ 4 EL 0 INSULATED EXTERIOR W C. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF .: .w + ,: ° °k" ' STUD WALLJam THE BASEMENT WALL. "15/19" MEANS R-15 CONTINUOLS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY W ~ INSULATION AT THE INTERIOR OF THE BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH "15/19" SHALL BE R-13 CAVITY INSULATION ON ti ;� =, y INSTALL INTERIOR d - CD THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. f }� 4 SHEATING PRIOR TO D. I INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION ;, :" �,:q, _ " .�.:.:;', ,' . . ; , s ,..r q INTALLATION OF PREFAB MECHANICAL LATCH TO R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND +" 1 FIREPLACE UNIT BELOW THE SLAB. ATTIC FLOOR FRAMING PRESSURE SEAL AT WEATHERSTRIPPING E. RESERVED. F. RESERVED. G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 AIR SEALED WALL o CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. N.T.S. I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION COMPRESSIBLE WEATHERSTRIPPING O O AT PERIMETER OF ENCLOSURE 0 z IS ON THE INTERIOR OF THE MASS WALL. CONTINUOUS BEAD OF SEALANT W -J co MANUFACTURED RECESSED LIGHT ENCLOSURE (n W J O ('O N TABLE R402.1.4 a ATTIC INSULATION O o MANUFACTURED PULL Z C DOWN STAIR 0 W EQUIVALENT U-FACTORS ORS ATTIC TRUSS �-WOOD FRAME FLOOR ASSEMBLY 0 J 0 O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL 0 W b U-FACTOR U-FACTOR O � z w II 4 0.32 0.55 0 026 0.060 0.098 0.047 0.059 0.065 - - n d » » 0 z 5 0.30 0.55 0.026 0.060 0.082 0 033 0.050 0.055 _ DETAIL H w 6 0.30 0.55 0.026 0.045 0.060 0,033 0,050 0.055 - - a W Q W _J - - AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S � O W w � co A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT, CALCULATION OR AN APPROVED EXPNADING SEALANT AT PEIMETER n. U W z J Z y SOURCE. t WHERE MORE THAN HALF THE INSULATION DRYWALL CEILING O w Q N B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2 5 RECESSED LIGHTING FIXTURE 0 z _ _ IS ON THE INTERIOR, THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT a_ IY C) C� < W ~I � � U C Q � p �- MARINE, 0.065 IN CLIMATE ZONE_ 5 AND MARINE 4, AND 0.057 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1, THE BASEMENT WALL U-FACTOR SHALL NOT EXCEED 0.360. N .� DETAIL " F" DETAIL " G» 5 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 8 I I 1 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2 1/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(2 1/2"x 0.113")or 3-8d common 21/2"x 0.131" or b DWB, WSP ,SFB, 1 Blockingbetween ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate or girder ( ) Toe nail METHODS g 1 p 3-8d common(2 1/2"x 0.131"):or 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS plate 3-10d box(3"x 0.128"):or 3-3"x 0.131"nails 3 3"x 0.131"nails WI(MPH�EED STORY LOCATION (FEET) PBS,METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, BV-WSP, ABW, PFH, CS-PF 4-8d box(2 1/2"x 0.113")or 8d box(2 1/2"x 0.113") 4"o.c.toe nail PFG,CS-SFB c 2 Ceiling joists to top plate 3-8d common(2 1l2"x 0.131"):or Per joist,Toe nail 3-10d box(3"x 0.12 ):or 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 10 4.0 4.0 2.5 2.0 3-3"x 0,131"nails top plate(roof applications also) 10tl box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 3"x 0.131"nails Ceilingjoist not attached to parallel rafter,laps 3 ) p p 4-10d box(3"x 0.128");or Face nail � .�<� 30 10.5 10.5 6.0 5.0 over partitions see Sections R802.3.1,R802.3.2 3-8d box (2 1/2"x 2"x 0.);or p [ 3-16d common(3 1/2"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1l2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 50 16.5 16.5 9.5 8.0 3-10d box(3"x 0.128");or Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 10 7.5 7.5 4.5 3.5 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail < 120 2-16d common(3 1/2"x 0.162") 20 14.0 14.0 8.0 7.0 5 Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0.128");or '' 20.0 20.0 11.5 9.5 9 Face nail each rafter g :; ridge strap to rafter 3-10d common(3"x 0.148");or 40 25.5 25.5 15.0 12.5 g p 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16tl box(3112"x 0.135");or At each bearing, nail 2-16d common(3 1/2"x 0.162") 50 31.5 31.5 18.0 15.5 60 37.5 37.5 21.5 18.5 3-16d box nails (3 1/2"x 0.1135");or 2 toe nails on one side and 1 toe nail 3-10d common 6 Rafter or roof truss to plate m n (3"x 0.148");or 3-16d common (3 1l2"x 0.162") 10 N P 11.0 6.5 5.5 4-10d box x nails ); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0 4-16d (3 1/2"x 0.135");or 4-3"x 14 ga.staples,7/16"crown 30 NP 29.0 17.0 14.5 Toe nail 3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 20d common 4"x 0.192" ;or 4-10d box(3"x 0.128"); or ( ) at top and bottom and staggered. 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(3 1/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128"); or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 ' 3-3"x 0.131"nails 3-10d box(3"x 0.128");or splice 30 12.0 12.0 7.0 6.0 i WALL 3-3"x 0.131"nails 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 28 Led supportingjoists or rafters 3-16d common 3 1/2"x 0.162" ;or At each/joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL 10d box( x 0.1 ;or 4-10d box(3"x ( Ledger strip (0 ) 60 23.0 23.0 13.0 .128");or 10 16"o.c.face nail j 3"x 0.131"nails 4-3"x 0.131"nails I 16d box(3 1/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail wall corners(at braced wall panels) .5130 20 16.0 16.0 9.5 8.0 16d common(3 1/2"x 0,162") 16"o.c.face nail ' >.; 30 23.0 23.0 13.5 11.5 NUMBER AND TYPE 16d common(3 1/2"x 0,162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 10 Built-up header(2"to 2"header with 1/2"spacer) OF FASTENER a,b,c 50 37.0 37.0 21.5 18.0 1ST FL 16d box 3112"x 0.135" 12"o.c.each edge face nail s1poed�Intermediate ( ) Edges su ports 60 44.0 44.0 25.0 21.5 11 Continuous header to stud 5-8d box(2 1/2"x 0.113");or toe nail (inches) inches) 10 NP 13.0 7.5 6.5 4-8d common(2 1/2"x 0.131"); or 3"x 0.128" 20 N P 24.0 13.5 11.5 4-10d box ( ) Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(3 1/2"x 0,162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 10d box(3"x 0.128");or 12"o.c.face nail i 50 NP 55.0 31.5 26.5 3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) j 8-16dcommon 31/2"x0.162" 60 NP 65.0 37.5 31.5 Double top plate splice for SDCs A-D2 with ( ) or 30 e" 1' 8d common(21/2"X 0.131")nail(roof); 6 12 f seismic braced wa I line spacing 25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint p g< or RSRS-01;(2 J"x 0.113")nail(roof)1 12-10d box(3"x 0.128");or (minimum 24' lap splice length each 10 5.5 5.5 3.0 2.5 13 12 3"x 0.131"nails side of end joint) Z 8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 Double top plate splice SDCs DO,D1,or D2; a 0 and braced wa11 line spacing>25' 12-16d(3112 x 0135") 31 "-1" or RSRS-01;(2 2"x 0.113")nail(roof)I 6 12 f 30 14.0 14.0 8.0 7.0 CO 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162") 16"o.c.face nail 40 18.0 22.5 13.5 9.0 w L�.� 50 22.5 22.5 13.0 11.0 � to top plate 16d box(3 1/2"x 0.135");or 12"o.c.face nail 60 26.5 26.5 15.0 13.0 3"x 0.131"nails 32 1 J"-1 a' 10d common(3"X 0.148")nail or 8d(2 2"x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL 15 Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x 0.135") ;or 3 each 16"o.c.face nail C < 140 20 18.5 18.5 11.0 9_0 A-� ' blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 � �� N•K.4-3"x 0.131"nails 4 each 16"o.c.face nail r 4-8d box(2 1/2"x 0.113");or Other wall sheathing 9 40 35.0 35.0 20.0 17.0 3-16d box(31/2"x 0.135");or _ 4-8d common(2 1/2"x 0.131");or 50 43.0 43.0 24.5 21.0 Toe nail 60 51.0 51.0 29.0 25.0 4-10d box(3"x 0.128");or 33 g structural cellulosic 11,galvanized roofing nail, 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 Q` 1F head diameter,or 1 a'long 16ga.staple q "^C- c`1 e O 3-16d box(3 1/2"x 0.135");or with '-"or V crown 20 NP 27.5 16.0 13.5 TF y 2-16d common(31/2"x 0.162");or End nail 16 30 NP 39.5 23.0 19.5 O F N E� 3 10tl box(3"x 0.128");or 34 sz"structural cellulosic 12"galvanized roofing nail, 40 NP 51.5 29.5 25.0 31" ils x 0.128";or fiberboard sheathing 16"head diameter,or 1"'long 16ga.staple 3 6 ;;' 50 NP 63.5 36.5 31.0 3-10d box 3" 17 Top plates,laps at ccrner s and 2-116d common(3 1/2"x 0.162");or Face nail with-"or 1"crown 60 NP 75.5 43.0 36.5 j intersections 3-3"x 0.131"nails 35 'gypsum sheathing d 1 1'galvanized roofing nail;staple galvanized, I 3 8d box(2 1/2"x 0.113");or 1 1„ TABLE R602.10.3 2 18 1"brace to each stud and plate Face nail 1 z'long,1 a screws,Type W or S 7 7 ( ) 2-8d common(10d box(3"x 0112'8);or WIND ; or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 i 2 staples 1 3/4" °O o 5„ d 12.galvanized roofing nail;staple galvanized, M Y 36 g gypsum sheathing a b 19 1"x 6"sheathing to each bearing 3 8d box(2 1/2"x 0.113");or 1 8"long,1 e'screws,Type W or S 7 7 ADJUSTMENT FACTOR w 2-8d common(2 1/2"x 0.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS w 1: 2-10d box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3/4"long c 3-8d box(2 1/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 1.00 3-8d common(2 112"x 0.131"); or ONE-STORY C 1.20 3-10d box(3"x 0.128");or �„ 6d deformed(2"X 0.120")nail; STRUCTURE 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 4 and less 1 D 1.50 or 8d common(2 1'x 0.131")nail 6 12 Wider than 1"x 8° TWO-STORY B 1. 0 4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY STRUCTURE C 1.330 Y 3-8d common(21/2"x 0.131") ;or 38 _1• 8d common(2�'x 0.131")nail D 1.60 � y 3-10d box(3"x 0.128");or s 1or 8d common(2 x 0.120")nail 6 12 B 1.00 O 4 staples,1"crown,16 ga.,1 3/4"long THREE-STORY } 39 18_1 10d common(2�'X 0.148")nail; STRUCTURE C 1.40 D 1.70 z z w or 8d deforomed(2 1"x 0.120")nail 6 12 <_5 FEET 0.70 < 1= ROOF ONLY 10 FEET 1.00 � p � O 15 FEET 1.30 0- n- o O 20 FEET 1.60 Q z 1:<_5 FEET 0.85 ALL METHODS Lo � U } 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90 TABLE R602.3(3) TABLE R602.10.4 10 FEET 15 FEET 1.00 BRACING METHODS ROOF+2FLOORS REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b�c Continuous Sheathing Me 20 FEET NOT PERMITTED thod � I 8 FEET 0.90 U o Lo MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 J co MINIMUM NAIL MINIMUM WOOD W W M NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 -� o N STRUCTURAL MAXIMUM WALL m METHOD MATERIAL MINIMUM THICKNESS FIGURE PANEL (mph) � ADJUSTMENT U PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 � Z O_ SIZE RATING (INCHES) EDGES FIELD 12 FEET 1.10 0 LLJ O (INCHI=S) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 Exterior sheathing per 6"edges 12"field 2 1.00 - p (2.0"x 0.113") 24/0 1/2" 16 6 12 140 115 110 CS_WSP Table R602.3(3) 3 1.30 O W 0 - NUMBER OF BRACED J 4 WALL LINES(PER PLAN ANY STORY Continuous) sheathed 1/2� DIRECTION)c 4 1.45 O Z it I 16 6 12 170 140 135 y VA~'` Interior sheathing per Varies b fastener >_5 1.60 �. W Ur Q ;7' 8d COMMON 1.75 24/16 7/16" wood structural panel ;' =':' g p y - U (2.5"x 0.131") p 't" Table R602.3(1)or R602.3(2) FASTENED TO THE END Z 24 6 12 140 115 110 -,� 4�_ - - STUDS OF EACH BRACED DWB,WSP,SFB W Q W 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, C0 J 1­- p coHOLD-DOWN DEVICE O W N 1 FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELOW v CL J w Z 1 A.Panel strength axis parallel or perpendicdar to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with W 0 z _ _ panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP,SFB 0 � Q 0 W Q N B.Table is based on wind pressure acting tcward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY OF BRACED WALL PANELS 1.40 PBS,PCP,HPS,CS- o- t1 0 � Q f-- o accordance with Section R602.10. FINISH(OR EQUIVALENT) WSP,CS-G,CS-SFB C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, DWG NO m more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0 70 GB FASTENING PLATES AND ALL HORIZONTAL 6 JOINTS BLOCKED vi 8 I I 8d @ 6"oc toec in L along braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf I TOP PLATE Three 6„ Seed Second Gust Wind 90 100 110 120 130 THREE SSE CND GUST) WIND 90 100 110 130 90 100 110 130 o O STRUCTURAL SHEATHING 8d COMMON NAILS ROOF SPAN Number of 8d Common Nails or 10d Box Nails X ROOF PITCH (tt) in each end of 1-Y47 x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 @ 6"O.C.ON EDGES I I I I I I X E F E F E F E F E F II ii it II Q ONLY I�� ��I Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 I I I I I I r6-" Sheathing Location: Inches, o.c. or 10d Box Nails Inches'o.c. 16 2 2 2 4 126 178 235 298 1/2" MIN. STRUCTURAL TOP PLATE (' > ( )WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 20 2 2 3 4 157 222 294 373 @ 12"O.C. ON3:12 24 2 3 3 5 189 267 353 447 FIELD ONLY 22 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 16 6 12 6 12 6 12 6 12 6 12 28 2 3 4 6 252 311 471 597 Interior Zone � 32 3 3 4 7 252 356 471 597 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 671 SOLID BLOCKING BETWEEN t9•z s 12 s 12 s 12 s s s t2 36 3 4 5 7 79 400 145 183 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 24 6 12 6 12 6 6 6 6 rTrl 16 d COMMON NAILS @ 16"O.C. W/ 5 "DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 �g SOLID BLOCKING BETWEENJ LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12' 6 12' 6 12' 28 2 3 3 5 185 258 338 427 IBOLTS OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE e LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12' 6 6 6 6 36 2 3 4 6 238 332 435 549 4 MIN.. USE SIMPSON SET EPDXY-TIEANCHOR HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 1 152ts.2 s iz' s 1z' s s s s s' s' 16 1 1 2 2 83 115 15220 1 2 2 103 144 190 ' . TO SECURE ANCHOR, DRILL /4" :1224 2 2 2 3 124 173 228 287 3-16d@1 DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' 6 6 6' 6' 6' 6 6 6along braced 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4 4 4 4` 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER• able Endwall Rake or Rake Truss w/o Rake Overhang s s s 6 s s s s s' s' 12 1 1 1 2 57 79 103 130 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END SHEARWALL SLAB ON GRADE Rafter/Truss Spacing Minimum Number of 8d Common Nails 6:12 24 1 2 2 3 115 158 207 260 Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 284 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED in. 32 2 2 3 4 151 225 252 365 24 8d(5-) 6"oc toed in ( ) 36 2 2 3 4 170 225 292 365 a ong braced wall 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within 8 feet of building corners. I GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead AT STUD TO FLOOR ASSEMBLYTO STUD CONNECTION @ 16"O.C. load (0.6x10psf). j 8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge TOP PLATE °@ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 6 strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN. STRUCTURAL CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spocing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS L L SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 5. When the tabulated number of nails required in each end of the strap Is g @ 6"O.C. ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS q p i equal to 1 and the framing ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required, 6. When a collar tie is used in lieu of a ride strap, the number of 10d nails required in each end of SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 9 P• q 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box 3-16d@16"oc @ 12"O.C. ON Fr",( COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY 12"O.C.ON 7. �' 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5�8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d COMMON NAILS @ 16"O.C. I @ 6"O.C. ON EDGES W OF ANCHOR IN CONCRETE IS 10" (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) Z 3-16d@16"oc ONLY Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf CORNER HOLD - DOWN DETAILS 0 FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND 0 SILL PLATE TO SECURE ANCHOR, DRILL 3/4„ g SPEED (mph) 100 110 120 130 ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L FRAMING SPACING ROOF SPAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ IT O.C. 00 00 in each end of 1-Y4 x 20 gage strap 1,2,3,4 2-16d COMMON POURED CONCRETE/ NAILS @ 6 O.C. MASONRY TOP PLATE "SIMPSON"PH " �Ep R 12 1 2 2 2 o FOR FULL LENGTH 5�� N.K. t cyi FOUNDATION 6 20 2 2 2 3 � Fd COMMON NAILS 16 1 2 2 3 °° OFSTUD �12"O.C. ON 12 28 2 2 3 4 ° A I.,' ly� ,7,, .. END SHEARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 16 2 3 3 4 = WOOD PANEL 12 2 2 2 3 • /� 8d COMMON NAILS @ 6"O.C. ON EDGES 16 2 2 3 I 20 2 2 3 4 9lF�y�/ WALL ONLY 16 24 2 3 3 4 l OF NE�� O 28 2 3 4 5 along braed wa I 32 2 3 4 5 i 36 3 4 4 6 00 12 2 2 3 3 j AT STUD TO FLOOR ASSEMBLY-0 STUD CONNECTION @ 16"O.C. 16 2 2 3 4 0 �- FLOOR OIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ ° 19.2 24 2 3 4 5 ENDWAL j _ TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 SILL PLATE L L 32 3 4 5 6 0 0 T PLATFORM BELOWLu - 1 16 d COMMON NAILS @ 16"O.C. 12 2 3 3 4 "SIMPSON"HDQ8 OR Y ANCHOR BOLTS 8d @ 6"oc toed in 16 2 3 4 5 along braced wall "SIMPSON"PH co w POURED CONCRETE/ 20 3 3 4 5 U CLG JTS 24 24 3 4 5 6 TOP PLATE MASONRY 32 3 5 6 7 cfl FOUNDATION NOTE: 6„ 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD I o DOWNS,&ADHESIVES TO BE 2 STORY BRACED WALL PANEL 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS located in Exposure B. Y 3. Tabulated uplift connection requirements assume a roof and = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL O ceiling assembly is not present or if the ceiling assembly is not >- Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. w LLl shall be increased by 1 nail at each end of the strap. Z Z 0 W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @16"O.C. for Wind Loads - Exposure B Q z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. J F-- IZ LLI � J W J FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind 90 100 110 120 130 8d(�6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO Speed (mph) Q Z _ along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. M W r- > STRUCTURAL SHEATHING FLOOR JOIST �r 1. m E F E F E F E F E F SIMPSON HOLDDOWN W/ 5/8 DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON Stud Spacing Maximum Nail Spacing for 8d Common Nails 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c.) or 10d Box Nails (inches, o.c.)` "SIMPSON"PHD6 NAILS @ 6"D.C. o SEE THIS SHEET FOR DETAIL FOR FULL LENGTH r- 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS OF STUD @ 6"O.C. ON EDGES Interior Zone is 6 12 6 12 6 12 6 12 s 12 ° ONLY 24 6 12 6 12 6 12 6 6 6 12 °°DO. l� 1/2"MIN. STRUCTURAL WOOD PANEL 8d COMMON NAILS J m _ @ 12"O.C. ON 12 6 12 6 12 6 12 6 12 6 12 W W J O M 4" EDGE ZONE 16 6 12 6 12 6 12 6 12 6 12 a I Z N FIELD ONLY j I C) i1 3-16d@16"oc 5 24 6 12 6 12 6 12 6 12' 6 12' 11 a = _ O Lu along braced wall SIMPSON HOLDDOWN W/ "DIAM. c _j 0 � O ATR(ALL THREADED ROD) a a . O W 0 -1 ANCHOR, EMBEDMENT LENGTH OF BOARD SHEATHING or LAP SIDING 0 � Z w II ANCHOR IN CONCRETE IS 10"MIN.. LLI Ur Q FLOOR JOIST- Rafter/TrussSpacing USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Numberof 8d Common Nails or 10d Q Z G0 Q 9 (inches,o.c.) Box Nails per Support STRENGTH EPDXY ADHESIVE TO NOTE: LliQ W 3 1x6 or 1x8 Sheathing 12 24 2 2 2 2 2 7/8" OHREADED ROD EMBEDDED 12 1/2" 0 J SILL PLATE SECURE ANCHOR, DRILL /4"DIAM. 9 ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 LU 00 ANCHOR BOLTS- HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS J W Z r- MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40OF USE"SIMPSON"AT.(HIGH STRENGTH 0 w _ = w CV ACRYLIC ADHESIVE Q W �- 1 POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURER'S SPECIFICATIONS ) _, o' Q CV 1. For wall sheathing within 4 ft.of the comers,the 4 ft.permeter edge zone attachment n- v Q F_ 0 r MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced 0 DETAIL to 6 inches o.c. 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL SHEARWALL 7 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. i I BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES) a,b FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-T O.C. 8d @ 6"O.C.ALONG J No. 10 WOOD SCREW BASED ��— BRACED WALL PANEL 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT ANCHOR WITH 2-INCH 16 12 9 BRACED WALL PANEL EACH BLOCKING MEMBER EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR z Y -INCH LAG SCEW BASED 3 16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACHaB., ANCHOR WITH 2-INCH 16 16 16 BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2 16d NAILS EACH SIDE BACK @ 4'-0'O.C. ® INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL @ O.C.ALONG BRACED ED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL - d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10'TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4'-0"O.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof_. BATHTUB (with or without Sec. P3103.2 - Frost- Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L I Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Ll3 j-F—L/3 j Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR I NO—PERMITTEDS —I D traps, with or without WALL LINE. D/6MAX. dishwasher and food waste 1 1/2 1 1I disposer) i �7D/6MAX. SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT L12UID FLASHING Snower (based on the totai DA MAX. z flow rate through O showerheads and bodysprays) Flow rate: T DLU 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D/3MAX. SEAL AIR SHIELD more than 25 .8gpm up to 55. 6gpm q \BRED ARCy K. TF� ij NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE MAX.DFROM OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS ME • '' SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND CP At � TERMINATED IN ACCORDANCE WITH THE MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 �ED F OF NEB D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION co o PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. LU j 00 w 00 C? U co THE CONSTRUCTION TYPE 2 IN.MIN.FROM TOP CD DESIGNATION SHALL BE AND BOTTOM OF JOIST I , 11 , III , IV OR V PIPE OR CONDUIT Vi"�D( L DEPTH) TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL Y lY Y SECTION 1265.4 SIGN OR SYMBOL O � 6" DIAMETER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS �- 0 STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST LU w I •,, I CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND z z L1J (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED J z IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM PMS #187. � _j LU EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: ( ) THE SIGNOR SYMBOL SHALL BE OF STURDY NON FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, W O J I I (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2) OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER Q z o O REFLECTIVE RED I "': I OR DECAL. TOP PLATES LU D � SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF w PANTONE#187 y pr THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX'AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE vU m '�i REFLECTIVE WHITE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: `" Q (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE r- I AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DESIGNATION SHALL BE"V"AND BORED HOLE MAX. .t,� 1 � EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH ,? DESIGNATION SHALL BE"1",EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A "II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE - LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: o OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o U z II "R"SHALL MEAN ROOF FRAMING;AND 5/8"MIN.TO EDGE W W J m HAVE BEEN AFFIXED. ( ) -_J o co (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT U N 5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED D D OF AND SHALL PROMPTLY REPLACE ANY SUCH SIGNOR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY O STUD DEPTH O w � 'N..w ;�� i i CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE _ � 0 _ SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN OR SYMBOL. IF HOLE Is BETWEEN 4o%AND 60% — � BORED HOLES SHALL NOT BE —J �^ WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE O 1/2 DOUBLED AND NO MORE THAN TWO W OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN 'N STROKE ROOF FLOOR STUD SECCESSIVE STUDS ARE DOUBLED Z w H OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED 0- LU Ur Q MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS — z DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V LU `n COMPONENTS THAT ARE OF W J W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O W U CV FLOOR FRAMING , INCLUDING J W Z DRILLING AND NOTCHING DETAIL ° w Q w Q N GIRDERS AND BEAMS - V a O_ c.j Q �— o-F OF STUDS R ROOF FRAMING F DWG NO R FLOOR AND ROOF FRAMING � ROOF AND FLOOR (� � S 8 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION.