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Home My WebLink About50062-Z , d TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 #: 50062 Date: 11/27/2023 Permission is hereby granted to: Penza, Charlotte 9 Walnut PI Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1505 Hiawathas Path, Southold SCTM #473889 Sec/Block/Lot# 78.-3-57 Pursuant to application dated 11/8/2023 and approved by the Building Inspector. To expire on 5/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,192.50 CO-ADDITION TO DWELLING $100.00 Total: $1,292.50 Building Inspector L � TOWN OF SOUTHOLD—BUILDING DEPARTMENT �F Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s:''/Nvmtw.sotitliol'dtownnv.<'ov° Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E w PERMIT NO. 2bbA- Buildingtlinspector:,,-... �i�,��'d'i 2.'� Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:November 07, 2023 OWNER(S)OF PROPERTY: Name:Ellen Quackenbush ELM L# 1000-78-03-57 Project Address: � 1505 Hlawathas Path, Southold Phone#:516-647-7227 1 Email:quackenbushellen@gmail.com Mailing Address:1505 Hiawathas Path, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $550,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 t RMATION Existing property:use of ro PROPERTY p p y: Single Family Residence ended use of property:Single Family Residence Zone or use district in which prernises is situated: Are there any covenants and restrictions with respect to R-40 Non-Conforming this property? .JYes,%No IF YES, PROVIDE A COPY, lig Che(k box After RLadlnt' The -- _ 1 is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Bulfding Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name),AM P Architecture lig Authorized Agent IJOwner Signature of Applicant: �. Date: I,t I I (23 STATF OF NEW YORK) SS: COUNTY OF _DcAir-ce . " " �_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing cont, t) 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 nowle ge and behel, a'"d that the work will be performed In the manner set forth in the application file therewith, « AE AIf fel H.TANVY Sworn before me this NoterY Publio,Stats Of NOW`O* No. 011TAWSOM zo R3 ousrllltied In ufolk —day of _ .. i ExiD0984 Notary Public PROPERTY OWNER AUTHORIZATIOmN (Where the applicant Is not the owner) m residing at /SUS H / 1 A S -l� MP Architecture 8�ww ' ° + ,do hereby authorizeto apply on my behalf to the Town of Southold Building Department for approval as described herein. Owned Signature' Date E L.L Eti vR c fcc n! 0 s Print Owner's Name 2 ,D„p;•,wn1„Rw Th rcpt Lq p 'cot to rsta /A 5 tanks acmre,no to mmufocrurcrc ' II GT ZO.... PATH „ Ib4b SF z 3'RAINFALL EVENT- „_ „ 'pjb'M4,yl",'„'y"m{.,,w� _..., "'mA 4'*'^m” NtMR grMM,q.m m.,N[rest stondma All .u.,'.:. ....,.,....,. .... ......... ......,.m„.....,,:...«,.w....»,.....�... ... ... .................. ',. p�.+ P r rm m aa, grey Wa pox vu. K .. rfF (2)BP s 4'DEEP D W a yypp 4,prmv deo b.Vm menufac[✓ar stall be ' TAX MAP^ 1000-1H-03 Sl V DES 42.2 C F PER FT OF DEP H prvx'Wr^k wr"a. G Y E ^P rxe .. zon'ING D1sTR1cT Rao nc "'" .� , tmk,nm ".,. ..r.�.,.,,_...mM_._ n)a DR WELL PRO a ' ea a[ PROPOSED ma s of / O .,ce P ars, 2 ,�' � ,•••. � The/A OWTS tx rsta eve n a � � - ^^^^^ '^ '^' 2 A Nr 4*I q r..u,a ma.,n..n to ererce n ay d ret[an e.-/ane quderm. ••,•,J•,•,••r•,,,•••••_•®•••�•_ A'�, 0. A Oil 15 9 [ p CYm41 +!v a mr mrr 3-rcn N ck bcd of p.mpc�a cvc cd mtl ca.pcctcd sono " O+�VE r p Ej.nS VI 4E'i* mnh NW " t'a fCC�^U111-1 BETWEEN ORYNELL3 e J ac w•..An nc 5, y.}s.% y c:s,ae ffru iron rocks)m pem grave I �,� - „ A"fin rz prior td YMW vs4�pMlV"Y'xM•'M1.g [rg certi{„tl•,r;m M'uW'mgN?.Gp (, ewMb4�'. �. ,r Win° WATER SERVICE LINE UNDERGROUND UTILITY LINES,,SEPI G ('r) core[ruc[on on m W t pore OWTS Mlrx y.b x'r'P /` N""PI=�T'_: T"" 'Ik �1,.• ^ «^>m^^— "'"^^^"•""^^""""^""""" . DRYWELLST FND'THE ED&E OF A SEPARATION R_O IRED BETnE TS,OTYER Of y N o4N+THOLD i'4MW�CeORk`-7bO=13 COMPO � ,..•. ...�................................�.�.rr WALLS � C � ,„"ury llr+n o w,ya9,w:w'm wdrc p r;ry. acs�,cs COVERAGE-.... P� m> ' DESCRITi ION(FOOTPRINT) q�q %LOT A MINIMUM O 5 SE WEEN OR•'WELLS e Y 4 EY, rt mm n.'M e2mw^aelve 8.we r Mt `4 xan P.p a•'4 Om.4mate^.en[ TOTAL LOT AREA .........L gym__ __..... „ RES DRYWELL ±?m 4A wm t?#4 s+s pgpµ.{;n tl 4PP" AaM '*4d w*a tlkYw kCGmxr !en 4 he top of trc/A OhTS tent sna _ _ — Iz cm O •mb^4c wtlw.ti5^um not bm mca[ad arcakcr Nm 141000a SF San tms,tMI Il 25 fee[er ass Non one foot be or i'na grade f. ^_ T „�^......, ` CONNECT ALL GifT"ER LEADERS TO NEAREST PERTY Lines '.pp,✓" d M 4 2, m., eree MODIFIED OWELLING 4, w a n,:'erA M yem wYy Et rr M n4 k4 'Sr t A ti+-e b *t+ tl.c ..cm.t ct w ' , PROPOSED REAR STOOP 40 s F G 3% :.t a 4 w e ewer,.N�. rc^,.c.4mdwwdm MkE ag Design Professional's Certification Requited. c j o?N o o ' e.4 ws... r:. ar reeet�roar m ewers ar be p t r, ,, r9 f a•V ,? ve4 M¢Y ec ar Nxd irc acne A e co r N-1— PRGPGSEG FRONT PORCH ,. 9'I_F Gl% t O m..a 5I u 5 N, Submit P.E.or R.P.Certificati for the - - a+ (V O+ In 5 wcn N 2 natm IH 1e,�as to T�h2cD mu[e[p mer[a evat on sna be a m;n mvm m «:. '"r✓ n TOTAL AREA OF ALL STRLLTLE63G s F a% /A b w Installation and Construction of the Sewage Disposal System ^a` Ell- o ,F f A%IMLOCOVEAGE ALLED2G% mNVtlUse Form WWM 073 i ro i O 1 ret clowP aerce ICn4ti:1„rr ratc a inn Invpa�Pcl,es [><r e[nver4 a evm[on I W s These ver[ : d°p S"""� � wndaw m B SPrpluy marrcem,ro rave an ro�tllmew aI2 fu[er an LOGATI ON MAP ____ w.. ^m as m.44TIF,t��-1—.th army %4,'�v�A � 1 aemcaal2raet y2faat Abandonment of the existing sanitary system must be in p�pcs ... P hva crt J' SCALE NTS term.m tlepN bcld..tre wtle aten'o°,” conformance With the Department's requirements. � 70 6 [ /A GMS —.11b! c cv p _ s dPW! ✓A in.==¢d°Ekk A:4A O A sower pipe Pmetra[ions ti,t same tit ww..,",......late,w,,,,..,._.........+..�.....mm.... ... � U — 4r m++^d 4 t�a,4w 9 mono a sro be .................__ .._ .�.�.�.,. �+ Inn ar tea wry G^,V.44am.niwx.Pl TareP9 1 tMeAprgw.IF t Ont N� VACANT LOT proof FLOOD MAP DATA (RECREATION[OPEN m..,.w'"9 A'"I1."bp;WIYT•'E,"M`%, �E. A*2%4'd« Sw °W..'D"4 MAP a 36103CO66H SPACE/CEMETERY) Submit completed form aOJ . ._ 11J m y' j M I/A OnTS tanks si,a be cros[ructea of precmt concrete, E,GN[ .etiyxw".,'U MAP DATE 09/15/2069 ^^ T r:xrg ms pa ycNycrono�nropu etc tncrnopmtcs or a[ncr �t.4 4d^4 7b P_.-_.. 11 FLOOD ZONE:X 2 506°8'00'E — aemdmrce w VN Oepmrtner[sLmdmds aro ONYCRR p A• Aq 6 m vKrR 1—l I _ Pppera.TS A Trc use of arae[inks s Prcr b tea py 4 44 %,'l—Il Ia Wml IE 2,51TE FRG-. CTON/51LT FENCING To BE IGS.GO' G 4 m'^' P,kp ON'• b N :.rR,.r^t•n INSTALLED AS REOL'IRED BY THE 7_N Or /A eW5 reaH tea o septa terk rx preNeatrrert[Ye LF Gm V M Oep6 4 0 SoLTHOLD U cck c tcrk sYc be mm mrcm r me eraarce w 4 sect ors 5 GT G M h• "'v G r f X11s[c amt ?6_'RFAGE hA-ERS GR hETLANDS ARE NGT s 4 3 t.1-Im�c[Ferw se spc�t ea n earl re skruc4ro/ststem 4et g y I f / G NN e m 1— LGGA=. NTHIN 300OF THE PROPERTY I m I p m m/A WQ 5-cro5-110 P d '^ 4,ELEVATIONS REFERENCE NAVD 1980 At o /A OM5 Nemtment[mics sI M1we 20 rc 9 y ri It- 4 ro4 i t>r W ng t 5.NO VISIBLE WELLS ARE LOCATED WITHIN - p t g arc sB W 1pm ocat inn to ncp 15o OF%B-ECT PROPERTY LINES. tl�t tx 2 ter Tec to ep t ii 6 PROPOSED SEPTIC 5Y5TEM DE516N INTENDS p EXIST SYsT. MrIO BESABANDONED c y/ dcs me n s'on p ti ono [Imr rAS—, TO AVOID THE REMOVAL OF ANT EXIS7IN5 4� p o [r PER 56115 STANDARDS f fFE N r o q TREES THE PLACEMENT OF SYSTEM h I / c 5 pp to dr vcw COMPONENTS IR BE lNl MJM ED PROVIDED �I 1 ena/or roto eo t p:^hp ptyy° 9u V E rn meW^w m THAT ALL AIMED EN1 N N LER SETBACKS y 1 Ns[aa HS-20 m 11-20'oe AASniO {usacvl{tVµrn fM1..V4 qy'aYlm:a WM1'P fr'M ARE T MAINTAINED INSTALLER TO CONTACT Pa � 111�� Y4 w - A ON OR b b y m/ O 5 Is T A -o g°aAw' „ wt x r-r c c 14 ..a. CO ONEN 5 p "EXISTING GONG'Al Y uta p tarda t rvs V N"otc sco s w prc m14m kung,wiAowrc REpU RED # M REOR ORIENTATION ON OF '.IAlt. 1.11 11 w lvwl. Ai N .The p c4.awa a ,kwua atirmt" a P•ad'um _cTM=lccc Te 3_..... .. ...... ....... ,.� ... D Gm V E o q ppe N N y THE FELL et- LOTS WITHIN 50'OF PROPERTY • I.T.I,^IL ZE PLBLIG WA—Tc A PER SGhA �^ .... ,,•••. Sep t :V+ Y .4 dt m4 :, wt VB t Y. eat o-I,,,C�Y4 ceM°G 433 v be ncter c trot c nqk uwL'*s.4'tl E errt:se,o w n•CPK+'E"' ccvcrc a Ge Wert SLTM OGG T8 3�l p FW099+"C}C'I"w I( _ '."'"p r ^3" "• GTM IGOG TB 3 5 Wa'A^ NG FAVER� �e d4 RWA"wm LRAENDIN6 e.A tmb r.st to P 4 RM M1 aa:^rz+rzU nmter[4i[va Na am Twctmt me a en pfesmure�stnr er N' 'tta my..n'&eyq p,py,•Y'•w'.ywrwu:.'q SGTM"t-15-520 nater[>L be e'ncr vmcuum teatro or r.mter mcNme�m fo aws 9 Fa o SLIM cOG 8 3 9 ----__i IO varum testa Sea Pty PP u a vacuun .,„ gqg yE,yy: ..,..:ryEeyn,�pr.., „",y.tElyy p�:yr,,,¢, pp fa)n csf Ocmm)mi me cur Th rant apprwcd i 90i6 of j c poop morin ant f oats N PrzoP { croon s nc d for[wo m nu s c mot x water[got and ocatrA ata do Nc/A OWTS rink rhambcr ^^^5 Mln EX ST�Y ' 2 co co outs do of ua/A OM5 un[mus[be F tlt� B mx< 'r,nu 44 a a[ tm�l NNc[[mt to [c[t ry [ a P..lcerarete�p int c*w ilbcra ms)ma nwc o so napraol 1 D h / P A✓Cl '^”"" A"" T n"", „,i(EtY. STORY N 24fiar pe•ea4smce-'p ate Let Ne[tlrrkustmaxfm m.er rcmave cover EI I { '* SUNRGGM Te BE a[['on�ce s«per and ant ;prov`d i., eve s UNIT •'Gt TRS, mf 4 Thc f oats sb be attacnea to a Strada a 40 rPVG oa[Nee VACANT LOT n a0 O a i N c b f w. scat no[to nN,4F+wwto Ne wccry ocsw'a�wtmert Thc Pom[s r ? O-""I"0+"FLOOR RELONSTRIIGT-cD: 3 A Y room ADDITION OVER CONVERSION TO d[e be P tar mnn9 P^P P p. 4ti r ,� ✓'m'0 p rtx�5T1NG FIRST SONDE IONED p PROP FUJIMAC I. pr I / to Ne A R 2L0--R'\ e Aasec at er o P o n r ca Orf c e s oepm:nert e o eree a Pv •us:n cpercte trra,v EX ST.ELECTRIC (IAPv 'parer em Hat ora Steers I.,Prc m cetea Septa c crra rKerot'ra cue e n METER(ABOVE I/A Tc ANSI :GOT ora m.mpp robe rev•wshpmc[c• p OWTS BLGhER) p locr'L.b a cert f ec rePbeserLot've c�Ne c`:rceN eaPvrP test FremeNc Icrce na r I t[.cs w t<neee CcnFRGF,GWTs VENT PROF,F CGNTRC'L LARM.tia � r/.—2-5TORT E..A/SLDABOON GEX RAGCP ('Ns{,O,"n'.,itMTr Srz0'MC �P Y EX15T 5 aTGRY NT ANEL FL-ICLEAK OARA o[ 0 6b '%It4 C RLw^e V14 FF EL 2345 1 ,AwT✓LJ`'7"M "•..10 MIN' BS x'e 5 MIN—t NB 4aEwnm 14 %r. a tl 8 s a es st m aFP eo I T HO E DATA �.2025` TO ROOF A�5 REO D p v;GVt A U pSPEL J (4 BEDROOMS) `LIWATER SLAB EIL Imrcc o 50O Pmurm �^V O M M �d'+ GARAGE. nm P M1n x✓APGw A,d,q rze,,:pw r I,, MCDO 3P0 61.5a 5bnVIGES I '''" .,...wP l PROP MIN O Ir O 111 SGUTHOLD\T 11-1 lO xtu9 A tr V.tt 4M1 Ptal W� J QUACKENBUSH Ld• p A EL=Ob ' EXIST, 'E5®OR,u'✓ r rcw W # M L .Yd4W4 60gv'dwV LC!>wW'' n ✓ +a„,. 1 \ GARAGE Jo p Y r Raw 'be O r Illi G Mn— SFT� 6w rN _ SEPTIC sP vw ro...excr cncw. w,C NN O Lu, TEP �_ I ... pzp4 4m drz 4 n .�4 _ 4 D Am Ems D 1505 H ... ..._._ a a.e a ,N Ne IAWATHA S PATH .. r e dn+ a uF 1l ar rxt 4 1 p b� 4 4 �r �% SOUTHOLD N.Y.11971 I e, I -- cavcr e a p MODIFIED •.�' - m P �p of Ne Duel yin rat b<aarode ad f { mP A " O DRAWING TITLE: dcicrm n no Nc c�e.,t or mncror n int we aM1.rc ASPHALT Q g or m q+rca ( p DRIVEWAY - NOTES Ic Mn Io m MtnRSITE IN FORMATION PAS m SITE PLAN TY HEALTH DEPARTI EN A 1RCVAL �° ESAvD w ✓ .. ... GOUN EFEFF-25-1552 m } P v.a'IPw a o .4` o PAGE: - TEST HOLE H 5 R GE NO R 23-1332 ^ N ELm SP 101.00 w SUFFOLK C OUN-T-° DEF"ARTMEV+f'F OF HEALTH ER.VIDILS FER.n -T FOR AFPRQOVAL F CONSTRUCTION FOR A � r:,„ � I I v��* .�.r.,«.w>� � W W s6c cc IlNGILE FAMILY RIF Sl[DIE CIE ONLY EN�N��D � EL E L YPGLE Nola-GG� m... ..... OVERHEAD " ti ECTRIGAL hIRES ,° EXIST. b _TER B CANO VE TE A5 SITE PLO\BY AANILE1 G _ �rR j yy,�,�,t�'' J�•pM� 5 AYOU GHEE I - T'�A S Y A rl �R,lETOR THE MATION 1, B ..........� ARCHITE nFORNAT OaRWAS PLAN eS TO THF T EDGE OF PAVEMEn: ' DATE 1013!0 2 " ,� w ,° R-23-1 332 REPRESENTED GN T.15 SITE Sjl F}�-a �^y, P ._ IF hLEDG_ nw �oU '' . ER AY'"If'"R!..I l6 Eh.d' aN" OBTAINED G .,U .b""* `k.�UYN' 2 EFTENEERR2REcEN ANG `EFARFL Bn' v:J/ fi w/i ., ,,."�,..�,.."„�:, ��.. _-..... "�il dJ/�. /` 0,7740$ FOR MAXIMUM OF J S'ALO BAYNE RVE"IMG r '„` � EXPIRES THREE YEARS FROM A �EA�'I�'ROVAL T-1.G{:E-1631)a eRn� lc s ALS ��ms�� SLIP Y SITE PLAN e 2aG0 ...............__ :.:.,.....,, m... .. -.....,. ................. -----. - - SITE LAYOUT NOTES: SITE PLAN HATCH KEY: I. THIS IS AN ARCHITECT'S SITE PLAN d 15 SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION E SURVEYOR. THE INFORMATION ,nnr REPRESENTED ON THIS 51TE PLAN IS TO THE PROPOSED ACCESSORY STRUCTURE g";` ARCHITECT'S BEST OF KNOWLEDGE. a ® PROPOSED 2ND STORYuu, uj 2. SURVEY INFORMATION WAS OBTAINED W FROM A SURVEY DATED SEPTEMBER 6, J cu 2023, MOST RECENTLY REVISED (y) SEPTEMBER 21, 2023, AND PREPARED BY: Q Lo SGALIGE LAND SURVEYING d7 I SOUTH BAY AVE -. I SL I P, NY 11'751 � `� �r. °�" "�, �h '�� ; + , � '`��• r� �� '��'��,a* O � TELEPHONE: (631) 957-2400r 'ec h as -__. ., L >; (fl kd. #'..";'... * a 9 4 <r.',x y e* Y r • ti, z O -arra>w! ,. . °: '3 r;;` =;:- , .` r -' F, ' P.: . ,a1•".. s ` a N > G U N j, ,Ad� lt ik'". ., * » ,1n�l Ate► /' r 4 X DRAINAGE CALCULATIONS �° .,,x �' " .. " may` ' , .y' : , ;yf�y' .% , '°,yj�, a }r® O ll� O 0 � //�� 7: ` R �j .J. } Q:_7P Y v.tp-"" f' ,y ��!' Y:;"'t>' (+ -c O M \/Y� ,� p: �� 9_• VV/ sr '� R4r R�� `.� p y _ W 11,wF� jl�" Fi r LJJ Lo TOTAL IMPERVIOUS ROOF COVERAGE 1648 S.F. �+ '. �/ A • �!* . N o STORAGE VOLUME REQUIRED 2�4.� G.F. .�• :�.;� ,� a, �, .. �.!� 'r ;- "��;,' � .�"k a i 7 '"c_,t,,,,,,, • (2" RAINFALL EVENT x ROOF COVERAGE) °� "'' : 1� "+�, � - � ra ,, �"'".�..- ::�, "e:"� J: SUBJECT PROPERTY ' ' - ___� µ? - = - I � I ..._ STORAGE PROVIDED PER VERTICAL FOOT {+ _ ,... _�, �''. �' ' :� :- = _- TM - - ) I 42.2 G.F. OF V0 DRYWELL DEPTH ffi /!► e1';.`� � .'� 't a `s � x Ti w 'y �g ^'� � ,*'"'�,• !-y T` / /i."• r :.�s..»it - `i _ �, -..^ ,- ,/+r,�., Y+a. :,y TOTAL DRYWELL DEPTH REQUIRED f A•.:. 4 ��F t p *'. - \� ., " y �` / °• � ; --�-� 6.5 FT. `. ` "' s .�+.. , a 't ri 'rt...: .;gig.. . (VOL. REQ.D / VOL. PROV. PER FT DEPTH) �1 r�' , -, � .•... rya f r �--�=� ,•, ___•-._, yYV /X f"yr PROVIDE (2) 8'� x 4' DEEP DRYWELLS t {�¢ "a Fr.r, „� r ' z p► .�^ - _ ': ---- , ' �.ay; , 4! • R'. "� ,� 1� 'k I'�, ,•. _'f'n / f *f.r ,. J/j ".e, IY':m._... .6-•.Ja,SlY. Jee !�"�j ..�" {"{0=%^�• � F'�` e• b+,Tjij, .. .._ py } x g ,.e I 1► .... _dC.-wf.,. !w ._ ... ., .,tl,.4, D w _.1 `haj:" I >., Cr. y " ,t a , ,.F - - ,i '{fir •A°+ r Zo X � -::.f' 't5" DRAINAGE SYSTEM INSTALLATION NOTES: y✓ �2 t „„ _ .: �k ,,� = --.._ -.:.<_._- ..._,v._.. ��`�►�-�� _ - • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS b !��` i' •r ' ',,w►*'A"y �: +YrJ� 'Y _ a..' _ - '- - - ;, C 1) • �" n; _ .:�' '� .� ry .x:, `" -.,5 s ",., V WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC ,�►•�;•� F -•-�'�. ,P ti� � ;�,�?'" � „»''�, � � / .,>x � ;�,,r �' � " - it i�: :,� r .f� ."' `:�•' w'".' a•�1ri` r r r y sv .ry r ,.. I✓ � ! f. .1. ..., 4 :..4- `.z3, ' ,+� .T :}.'1• J "'p ``,,-� _j' ,. .- _ ,gV '_.;.rY ;•..., ;�r' COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER - - , - � � � �W� `d!'•.`•• _ ,,.r 1 ': ,�' + ,� a. !) ,p,.q,,er. :,«e�:�"Y•.�p.r., ;s, 1 '.a,..° � `J AND THE DGE OF FOUNDATION HALLS } � F :� � .' �t r•"" ,' ^'".- - ;"�'� '-'-- �'" �' DRYWELLS, A E ALL L .. t ,I.w�1 � ,•� !'' � .-�: s° � '�. ::�.. � 0 A MINIMUM OF 5 5EPARATION 15 REQUIRED BETWEEN DRYWELLS d o "_" F ., �. i -� "1 •..a, t a q r .-. "",t"p' ..T ,:Fi :1_;• -t•: ..:. '. i. -.. �• ._... ;; °4 ,.r. W PROPERTY LINES : s VACANT LOT ,•', ,_w i _ • ar+�Cr'^ � {; -'�1s-s,f' � �.' , .� � " _s w.., ,�� s •�,-`.: d+Y•_`''' its r",,fib' • I _ _ CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �'' ' �� .5" { ~t* r�.^+- _..- ��=�`'='�; �"•". .. / RECREATION dOPEN - �Sry r- ' �s �; ^�e' .p}f w'� = SEE ALSO DETAIL 3-A/30I. r3i 5r .r. �j�y_ 1 '' ,e �_ ,: ., . _ t,. >✓ ,i 'F �: -.Y Nom' `'G'� 1, t - •;•y y�'it .y°•' st',;d .9, . �� ac $9::.' .s:t5 ... 'Nr t' SPACE CEMETERY . 9 « r t" ` -,_ " " per" �� ..L 'L '� .! �G�aF�':: -i+, ..':A.. ii33E<i' -�'"'�,�.,`,, .`',�'�'�'m!`,r ,'l'� '."•.. _ �.. #° ,�pr �►„ . p '" ✓ , .. '. » .� ', U 50(00:2,5'00"E r r..a 4 t , r< $ yy w _ , f• '°'` .h -:.,`�. `,#t ,,. `6 . •-w+3. , .:..,,sum .w -:Ic.:xl ».'el..:e6:,.., L.m..,..,..... .».a _ __ -a.w..a.oa.,e -{ :.e,.,...a,....�..tca.:,,an,.....w.....,,. V � \_ 105.00 ',r•. .�,, �' " a ,f�� LOOAT I Oil MAP � m I \ SCALE: NTS Q m \ \ EL.=19.69' FAOE � EXIST. SEPTIC SYSTEM COVER; \ \ SYSTEM TO BE ABANDONED ,QQ PROJECT LOCATION & SCOPE PER SGDHS STANDARDS ` \ I - F I RST AND SECOND FLOOR RENOVATION SITE PLAN & ZONING DATA m - OON\/ERT EXI STI NO SUNROOM TO GOND 1 TI ONED Si=AGE / \\ FRO�E�T DATA : 0-002 .00 GENERAL NOTES EXISTING GONG. PAD \ \ � I ENERGY TABLE \\ STRUCTURAL DESIGN CHARTS 35' REAR YARD SETBACK \ PROJECT / ZONING DATA - - - - - _ _ _ _ _ \ TAX MAP # 1000--Ta-05-57 C�-OO�.00� HOLDOWN, ANCHOR BOLT, C) ,� PROPOS]=D \ STRAPPING, & NAILING DETAILS v EXISTING PAVER BLUESTONE REA I \ ZONING DISTRICT R-40 NG Q Q PATIO STAIR AND LAN 1NS FASTENING SCHEDULE Lu j \\ LOT AREA 0.33 ACRES Q N I \ GofO - ONE FAMILY DWELLING Z-298"!; 01/23/1968 0-00 -,00 FRAMING GRAPHICS I+' \ BEAM CONNECTION PATTERNS / / PROP.\ \ GofO - ONE FAMILY DWELLING Z-34153; 05/09/1969 5' MIN. PROP. ' EXIST. STAIR '5'�x4' �_ I \ FIREBLOCKING DETAILS 8�Dx4 PROP. STAIR ' MIN.-"� q Ly, 29 O MIN. \ SUFFOLK COUNTY HD APPROVAL PENDING b BEDROOMS / A/G UNIT EXIST. A/C UNIT \ (MAX. GAP.) - Q ,QQ PROPOSED DEMOLITION PLANS SOUTHOLD TOWN CODE 280-4 TO REMAIN EXIST. I STORY \ _ _ VACANT LOT / I ��- SECOND FLOOR SUNROOM TO BE j EXISTING EXISTING ADDITION OVER RECONSTRUCTED; } HABITABLE GROSS EXISTING FIRST CONVERSION TO -L 25.6' FLOOR CONDITIONED I / SPACE AREA W SPACE Q jQ / FIRST FLOOR AREA 347 S.F. 1,475 S.F. 102 ,00 PROPOSED FOUNDATION PLAN o EX1S1 ELECTRIC I� / SECOND FLOOR AREA 6-74 S.F. -146 S.F. METE'?!(ABOVE I/A p iN / I 0 T5 BLOWER) EXIST. 1.5-5TORY WD. FR. N I I / AREA TOTALS 1,521 S.F. 2,221 S.F. DWELLING W BASEMENT PROP. / 2-57ORY ADDITIONS; EXIST. / PROPOSED PROPOSED GARAGE w/ SLAB ON GRADE + / HABITABLE GR055 - O .00 PROPOSED FIRST FLOOR PLAN W SPACE AREA Q (4 BEDROOMS) / DWELLING W FIRST FLOOR AREA 1,063 S.F. 1,4'15 S.F. 1 I PUBLIC WATER PROJECT: 10 �-----� F.F. EL.=23.45' I SECOND FLOOR AREA 1,048 S.F. 1,146 S.F. GARAGE SLAB EL.=21.36' - I Q4,QQ PROPOSED SECOND FLOOR PLAN O PROPOSED ROOF PLAN QUACKEN BUSH C� I AREA TOTALS 2,111 S.F. 2,621 S.F. SOUTHOLD TOWN CODE 280-20� (A)(I) I RENOVATION 2'1.6' I LOT SIZE / AREA IN ALLOWABLE PROPOSED A-201 .00 PROPOSED EXTERIOR ELEVATIONS / _ 14,181.0 S.F. 4,131.0 S.F. TOTAL PROPOSED EXIST. I STORY EXCESS OF 10,000 GFA SANITARY SYSTEM / GARAGE GFA 1505 HIAWATHAS PATH AS PE(� H.S. REF. � I � (b) LOTS CONTAINING UP TO I 3,350 S.F. I NO. R-23-1332 / 20,000 S.F. MAX. SOUTHOLD N.Y. 11971 \ / PROP. BLUES NE / ALLOWABLE S.F. / PLUS \ I FRONT PORCH -2Q2 .00 PROPOSED EXTERIOR ELEVATIONS / 12.593 OF EXCESS LOT 2,100.0 S.F. 522.6 S.F. 2,622.6 S.F. 2,621 S.F. t STEP _ _ _ - - / I AREA OVER 10,000 S.F. DRAWING TITLE: I 35' FRONT YARD SETBACK / EXIST. / LOT G01/ERAGE PROJECT LOCATION & SCOPE ASPHALT WALK MODIFIED SITE PLAN & ZONING DATA ASPHALT � 50UTHOLD TOWN CODE 280-124 -�jQ 1 .00 BUILDING SECTIONS \ / DRIVEWAY I DESIGN DETAILS LOT DESCRIPTION (FOOTPRINT) AREA COVERASE \ 10 MIN. -{� `, �}--MIN i %� TOTAL LOT AREA 14,180.89 S.F. � �_-� , \,' A-401 .00 PAGE: I z -7 MODIFIED DWELLING 1,4'15 S.F. 10.4Y DESIGN DETAILS \ / - PROP. IED i G-001m0o u.l \ I � GAL. BURIED / I 0 \ / PROPANE TANK , � PROPOSED REAR STOOP 48 S.F. 0.393 O y L TEST HOLE / PROPOSED FRONT PORCH 97 S.F. 0.7% m \ i EL.=20.6' N �- I Q I ,®® PROPOSED STRUCTURAL PLANS \/ r o TOTAL AREA OF ALL STRUCTURES 1,620 S.F. 11.490 DATE: 10/30/23 1 OF 16 MAXIMUM LOT GOVERASE ALLOWED: 2090 EL.=19.50' / v \ \ x 560.00' / _ _ i _ _ _ _ ZONINS REGULATIONS MAIN BUILDING �- 102 .00 PROPOSED STRUCTURAL PLANS EXIST. UTILITY POLE N05o4TOO"W ti 105.09' EL. 15.5q' 5OUTHOLD TOWN CODE 2.e0-124 8 OVERHEAD A EXIST. PROPOSED COMPLIES i 4.0 _j ELECTRICAL WIRES / EXIST.-/ r t';+ WATER 5- 105.00 PROPOSED STRUCTURAL PLANS METER MIN. FRONT YARD 35.0' 46,5' 44.3' YES MIN. SIDE YARD 10.0' 25.6' 25.6' YES EDGE OF PAVEMENT MIN. COMBINE ' 2' H I 4WA7H45 PATH SIDE YARDS 25.053.2' 53. YES jamIQI ,QQPLUMBING RISER DIAGRAMS 517E PLAN , MIN. REAR YARD 35.0' 49.'7' 49.7' YES GAS RISER DIAGRAM SCALE: 1" = 10'-0" MAXIMUM HEIGHT 35.0' 20.3' 26.0' YES _ CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MA5ONRY \ / /� }� NOTES � Si=EG 11-1 GATT ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Flo = 8.15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1.APPLIECONTRACTORS THE NEW WORK BEIN6 PE DIMENSIONS SIIRMED EX157INS OUNDACOORNATE SHE 17 ABBRE X I A7I 01�lS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. PR ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE BASE FLOOD ELEVATION INT. INTERIOR CL Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/5Q. FT.,U.O.N. �i uj uj I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN& STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. FOOTINGS TO REST A MIN. OF d'-O" BELOW GRADE, UNLESS W APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED BM BEAM MANU. SPEC.s MANUFACTURER 5 SPEGIFIGATIONS _J C6 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR C7 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ Q a-' N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MEGHANIGAL .� Ln 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 07 FLOORS, ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADIN& UNTIL IZ' TIER OF FRAMING IS IN PLACE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH lb. B.O.W. BOTTOM OF WALL MIN. MINIMUM = 7- 0 AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 Z � Cfl 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED L Z 0 OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE N SOLID WITH CONCRETE. d '- Ln WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE >) (B 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THEOVT. CONTINUOUS O.G. ON CENTER .-- SHALL BE CLARIFIED WITH THE ARCHITEGT/ENSINEER BEFORE PROCEEDING 6R:ADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR Cl. ANCHOR BOLTS SHALL BE IN AvGORDANGE WITH PAGE 6-003. C X - N I WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2e) DBL. DOUBLE OCG. 771 OGGUPANOY = _c 0 m r- P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 0 DAYS OF 4,000 P.5.1., U.O.N. a-+ �' 11� b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE � Dr-r- DE510N FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c N 0 CB UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. (SLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET O II. GONG. SLABS TO REST ON MIN.OF 6 FINE GRAVEL OR SAND WITH Q ,- Q, 2 � ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1410.1 STRUCTURAL GLUED LAMINATED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DIM. DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. -- ---- BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. D.J. DECK JOISTS PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD [-.JOISTS: ASSEMBLIES USING PREFABRICATED b. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EA. EACH PLYWD. PLYWOOD ^ ` II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING (1) WALL TIE PER (3) 5Q. FT. - W 41. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENIN6 SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION P.T. PRESSURE TREATED DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONALL_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR: ALL INSPECTIONS, APPROVALS, MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE M32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EQUIP. REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. EQUIPMENT 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING LF-1 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS TE HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FROM FOOTING TO 2" ABOVE FINISH GRADE. -1--jUNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR TF-M. � ROOM PERMISSION FROM THE ARCHITECT. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF / 1 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE O NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES `J 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO F.A.I. FRESH AIR INTAKE �R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED b'-O" AND AT EVERY 8'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ARCHITECT/ ENGINEER. ! F.A.V. FRESH AIR VENT S.V. SMART VENT �� WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE N 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS Ib. PROVIDE BITUMINOUS JOINTS EETWEEN SLABS AND FOUNDATION WALLS AND FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FDR METAL PLATE --�- RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLA55 AND LEAVE WORK CONNEOTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. BROOM GLEAN. 1-I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS 141. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA r , I5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. F.I.I. FLOOR JOISTS THK. THICK V c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION T.O.W. TOP OF WALL L FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q SPECIFICATION FOR 6YP5UM 5HEATHING BOARD. 20. FOR SECOND STORY ADDITICNS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD -r n I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF A. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" v THE SUB-CONTRACTORS FOR A PERIOD OF: AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 6 3'-O" BELOW GRADE. FR. FRAME F. TYPICAL n 1 1'1. THE CONTRACTOR SHALL INDEMNIFY AN::) HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DIN6. [FRPR. FIREPROOF U.D.N. UNLESS OTHERWISE NOTED VJ ARCHITEOVEN6INEER, AND THEIR A6ENT5 ,AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD &LASS WINDOWS AND DOORS Q TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: I. ALL CLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE 5PEGIFIED. FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES ,AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD im THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE IS ATTRIBUTABLE TO BODILY INJURY, 51GKTdE55, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER CLEARANCES ARE PROVIDED. MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TAN61BLE PROPERTY (OTHER THAN THE WORK ETC,. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED � < ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HDR HEADERWD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL 4. ALL &LA55 UNITS SHALL BE INSTALLED IN STRICT AGGORDANGE WITH BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. HOAR. - l HORIZONTAL PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN 57RU07URAL IONS SHALL MEET METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED ,AND SEALED AS PER NEW YORK STATE Ib. ALL MATERIALS, ASSEMBLIES, AND MEALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P92) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. BUT NOT LIMITED TO FORM-WORK, BLOGKTHOFRAMING, NAILINrv, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR _ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. y� ' n f� ®� I I I I� I �� APPLICABLE GORES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWING 'S S AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I� � AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7 AUTHORIZATION OF THE ARCHITEGT/EN6INEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS CUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PROPOSED DESIGN CODE PRESGRIPTI\/E VALUE PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC COMPONENT VALUE G 1 TATI ON (PER 2020 NYSEGGG) GOMPL I ES I d RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 20. CONTRACTOR TO REMOVETE WHICH INTERFERES WITH NEW 6 RELIN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER; IT 15 THE RESPONSIBILITY OF THE 11 CONSTRUCTION HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 1.b.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAGTUR ER'S U-VALUE = 0.25 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO. DESIGN PRESSURE, FENESTRATION U-VALUE MAX. AIR LE`.AKAGE = 0.30 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWI51 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS AIR LEAKAGE = 0.30 CFM/SF PER R402.4.5 8 TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5. 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION R-4q BATT INSULATION, OR R-411 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CEILING R-VALUE ,SPRAY FOAM INSULATION WHEN MIN. R-VALUE = 411 YES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TEMPERED GLASS. PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL INSUFFICIENT ATTIC SPACE COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 11. EXTERIOR GLAZING SHALL BE FROTEGTED FROM WINDBORNE DEBRIS. - - GONTRAGTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) - MISSILE EST OF ASTM E111g6 AND STM E1866 AS MODIFIED BY 2020 NYS BG R-21 BATT INSULATION YES GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 4 6 004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND M L T A Y FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET _ I CONSTRUCTION;SSTD 10-4111 AND 2018 SBC HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REOUIREMENTS OF AN APPRO'✓ED IMPA07-RE515TANT STANDARD OR -- -- -- -- CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ANSI/DASMA 115. MIN R-VALUE = Iq w 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE *II ABOVE, WOOD STRUCTURAL PANELS WITH n 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL � V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REOUIREMEN75 OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS &LAZIN& PROTECTION. PANELS SHALL BE PRECUT AND HOT WATER PIPE FMINR-VALUE = 3 YESR-3 PIPE INSULATIONINCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING 5URRDUNDIN6 THE OPENIN6. PANELS SHALL BE INSULATION R403.4 4 R403.5 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE STATEMENT: 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 R301.2.I.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 6 12" LONG HOOKED BOLTS 6 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FCR REQUIRED REINFORCING (C MIN. 16" GAGE ARE 5PEGIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. w WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 57EEL SHALL BE USED. OTHER METAL CONNECTORS SHALL p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MEET THE RECUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING TABLE R501 .1 IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CLIMATIC, $ OEOORAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DAY) AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, SYSTEMS TO NYS PLUMBING CODE AND NY5 DEG REGULATIONS. ' ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.,V4" BENT PLATE b" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RISE B w/ (2) °/4"4� BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. ALLOWABLE Q UAC K E N B US H LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WAST= PIPES. R E N OVATI O N I. ALL SLOPED ROOFING 5141N6LE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/b" PER RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 45" AND EVERY 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2,2.7• SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B Ib.b.l SEISMIC, DESIGN CATEGORY B NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE I6" WITHIN 4 OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: AND WATER BARRIER FROM ED&E OF EAVE TO 24' IN51DE EXTERIOR WALL - DISH WASHER.........................................2" INTERIOR WALLS # PARTITIONS H/180 LINE. � 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. WEATHERING SEVERE 1505 HIAWATHAS PATH 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED KITCHEN SINK........................................2" MECHANICAL CONNECTIONS: OF J" AND 3TO THE k3 xI " WASHERS. A MINON NlTH ANCHOR NIIMUM OF ONE ANCHIOR BOLTN. BOLT S SHALLBE - SHOWER/TUB......................................2� FLOORS 8 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" SOUTHOLD, N.Y. 11971 CONSTRUCTION. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE LAUNDRY ........................ 3 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN CONCRETE/MASONRY 3. PROVIDE FLASHING NECESSARY FOR WATER T GHT AND THERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. _ 2.. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS - FLOOR DRAIN................... DRAWING TITLE: PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR TOILET................................. AND AT SPACING NOT EXOEEDIN6 4' ON CENTER. `}• ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY SIMPSON" MANUFACTURER. ICE BARRIER REQUIRED YES GENERAL NOTES 5. NAILING OF ROOFING SHALL BE TO CODE. CODES AND REFERENCE STANDARD: THROUGH ROOF. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL STATE BUILDING CODE, 2020 NEW YORK 5'ATE RESIDENTIAL CODE, 2020 7. PROVIDE FROST-PROOF H05E 5155 WITH EA51LY ACCESSIBLE DRAIN 6 PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY NEK YORK STATE PROPERTY STATE E:NER6Y CONSERVATION G10NSTRUGT'IO�SGODE.S 2020 NEW YORK LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" DRAIN PROTECTION. AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2. REFERENCE STANDARD USED FOR ALL N400D FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED b. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME b• ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BN6 INSTALLED. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUCTURAL DESIGN LOADS PAGE: (AF�PA) AMERICAN WOOD COUNCIL (AWG). EI b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. j 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SITE WORK SPECIFICATIONS OF THE PRODUCT BEING INSTALLED OO2mOO PLUMBING CODE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR USE LIVE LOAD DEAD LOAD7. VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BYTO CONGEALMENT OF PLUMBING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DI5CREPANGY, ARCHITECT EXTERIOR BALCONIES 40 psf IS psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. RECEIVE CLARIFICATION FROM ARCHITEGT/EN6INEER PRIOR TO PROCEEDING. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE, p p 8. ALL CONNECTORS SPECIFIED ASA SIMPSON' TOP MOUNTED BEAM NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HANGER SHALL BE ALLOWED NOR ANY POTENTIAL DAMAGE THEREOF.TO BE SUBSTITUTED WITH A TOP MOUNTED DECKS 40 psf 15 psf CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DATE: J-0/30/23 CONSTRUCTION CODE. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 12. PER NYE, PC 425.4, A 4x3" CLOSET BEND SHALL BE AN ACCEPTABLE2 OF 16 WATER CLOSET CONNECTION: WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 6YP5UM WALL BOARD 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE COMPOUND METHOD. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MECHANICAL FUEL GAS: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ELECTRICAL: , r N gw •~ n •... � 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE NYS MEGHANIGAL CODE AND FUEL OAS CODE TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE a DEEMED APPLICABLE. ENERGY CONSERVATION GONSTRLGTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf � . INSULATION p p - " I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 2. ALL MECHANICAL SYSTEMS, APPLIANCES, S EQUIPMENT SHALL BE LISTED, 61) I-'4 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S $ CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON j+,' _' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. COMPLETION OF WORK. SLEEPING ROOMS 30 psf 15 psf FOIL TO BE PLACED TOWARD WARM SIDE. .. IN EACH DIRECTION BEYOND THE UNIT(S). Al-50 AT HEAT PRODUCING 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL RI I FOAM INSULATION FOR EXTERIOR FOUNDATION SHALL BE EQUIPPED w/ FLAME 5AFEOUARD DEVICE WHICH SHUTS OFF THE FUEL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: STAIRS 40 psf 15 psf I � _ � 2. PROVIDE 2" R-10 G D O M I L - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/b" THIGKNE55 MINIMUM. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT IS EXTINGUISHED. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SMOKE DETECTORS w/ BATTERY BACK-UP IN: �:`�`. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND 14ANDRAILS 200 psf 15 psf t �-�, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&E5 SHALL BE 4. SUPPLY $ RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED i . . -`." "_,,, FOUNDATION WATERPROOFING. A. EACH SLEEPING ROOM C> .. °,..s ";' l TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED ey�� it• 't'i,er•. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): . ,,If.,� B. OUTSIDE OF EACH SEPARATE SLEEPING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - q" R-30 FOR FLAT CEILINGS DUCTS 3"(P B GREATER, LOCATED IN ATTIC: R-b AREA IN THE IMMEDIATE VICINITY OF ALL OPENINGS. - 8.25 R-300 FOR VAULTED AND CATHEDRAL CEILINGS DUCTS UNDER 3"'P, LOCATED IN ATTIC,: R-6 THE BEDROOMS (GENERALLY THE HALLWAY) - 3.5 R-13 FOR 2x4 WALL CONSTRUCTION DUCTS 3"(P 8 GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25' R-21 FOR 2x6 WALL CONSTRUCTION DUCTS UNDER V-0, OTHER PORTIONS OF BUILDING: R-4.2 G. EVERY LEVEL OF DWELLIN6 *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T`I'C C:AL NA LINO/STRAFF NC REQU RDMENTS FOR FASTENING 5GHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L I F T/ SHEAR/ $ LATERAL NINE-,) RESISTANCE NOTE: TH I5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUE35TITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, a AND ROUGH OPENING FRAMING REQUIREMENTS) Q *BALL 5TRAPPING TO BE IY4"x 20 GAUGE** -- "SIMPSON" EG2UIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISELu 0 FUSE IOd NAILS IF 5TRAPPIN5 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J co HOLDOWN 'Ar' HOLDOWN S' DESCRIPTION FASTENER SPEC. FASTENER Q 4-1N CONNECTION A NAL NO 0R D AND QUANTITY SPACING 'E L0 FOR NEW $ EXIST. O O m FOUNDATIONS AT RAFTER TO RIDGE N ROOF CE I L I NO FRAM I NO CONNECTION: I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd — }� (D ENDWALL ENDWALL — h 2 COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER N z r- (3) 2x FULL (3) 2x FULL CORNER STUD """"f 2. HOOD 15 ASSUMED TO BE D,F,#2 6 BTR. IN DRY USE 0i HEIGHT STUD CORNER STUD HEIGHT STUD CONNECTED TO f, "" " , -�„ FOR STRAP - 3 8 d* COMMON R.R. 2.. SERVICE a °� Y d TRANSFER SHEAR `k, NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST >1 (> .— CONNECTED TO \ 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL X fV /TRANSFER SHEAR "51MP50N" HDO5 ��1 • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL 0 4-+ HOLDOWN ANCHOR a 2-16d COMMON FOR ROOF SLOPES UNDER 5:12 WITH • • • • 9, HOLES,SET NEN MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP � O m (9 2-16d COMMON ROOF SPANS OF 24' OR GREATER, O � LOCATIONS NOTED NAILS a 6" O.G. 4 • • • • • • 4. NO MIXING OF NAIL SIZES OR TYPES ALLOWED a'-' CV 0 W NAILS ® 6' O.G. +f USE 4 �d COMMON NAILS a EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP O ON PLANS 10" O.G. IF BLOCKED '••••. ,,,,,,„ , 10" O.G. IF BLOCKED •. • • O c CORNER POST CORNER POST END OF STRAP. G.J. G.TIES �" 5.SEE SECTION b FOR ANY REO'T TO CLINCH THE NAILS(TO Q r 2 G O TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE "SIMPSON" HD06 THE ABOVE ASSUMES A RAFTER GRAPHIC BELON HOLDOWN ANCHOR a SPACING OF 16" O.G.; FOR SPACINGS n b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED d° OF 24 D.G., INCREASE NAILING BY A GR 4-1. ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 i- AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOEDOWN INSTALLATION OPTIONS: CONNECTION: ,r • r` FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. B2 ........... rTOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/-1/6"0 THREADED ROD • • END OF STRAP. FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s !,.!'" • . ESE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE -7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO I �I GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ----I B I MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (FACE-NAIL) 2-I66 COMMON 24" O.G. ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT ' SIMPSON #H2A (OR EQUAL) RAFTER TIE s •„.„ �� M W (HIGH STRENGTH ACRYLIC ADHESIVE) -FOR TOENAILING - 3 HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR EXIST. / NEW G.M.U. (GONG. BLOCK) 4 8 d COMMON NAILS '"`'„ FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/'7/8"O THREADED ROD CONNECTION "'""-.„„_ • FOR G.J. TO R.R. - 916 d COMMON NAILS REQUIREMENTS FOR "-„- ••„.._, • — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJDI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW L HOLDO;r�IN 'G' HOLDOWN �D� 2 __16 d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMINC . - OR EVJ +E EXIST. FOUNDATION ® ONE STORY ONLY � C/ J .FOUND TIO S FOR NEWLY POURED CONNECTION CI C2 • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER JOIST CD� • an VJ (3) 2x FULL ENDWALL • i BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO TRANSFER SHEAR ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END °51MPsoN' HDQa _...•- . AT STUD TO FLOOR A55EMSLY HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD ”""" ' ”"„”„ '„"-'„” I' TO 57UD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6” O.G. 8 ."••""""r ' ° TOP PLATE (TOE-NAIL) (3) 2x FULL ON PLANS C OORNER POST IF BLOCKED .G. CFOR STRAP - 3 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST G I ° fi NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST 2-I6d co MON ° FOR EA. PLATE TO STUD ABOVE 4 OR , II NAILS ® �" o. ••, ° BELOW - 2 I6d COMMON NAILS SAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST _ o BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ROOF SHEATH I NCC ° d STRUCTURAL PANELS: d SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ° a / "SIMPSON" ST D14RJ CONNECTION DI D2 BLOCKIN6 PERIMETER EDGE ZONE s bd COMMON 6" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: m EA.BAY CABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO 9" RAKE OVERHANG HOEDOWN CAST IN PLACE w/'i/b"R THREADED RDD -••••'""'"•" • FOR EXIST, P, GONG. OR NEWLY GURR'ED FOUND.'s /'" �•'" : ' AT 57UD TO FLOOR ASSEMBLY TO SILL t GE I L I NO SHEATH I NO "7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 9 PLA7E(5) CONNECTION: D2 { CONCRETE w/ "SIMPSON" SET (HIGH 57REN67H EPDXY p 1/2" MIN. -„„_.....„„..„„..„_. GYPSUM WALLBOARD FROM 5d COOLERS 7 EDGE / 10 FIELD ADHESIVE), b FOR TEMP.'S O°F-40°F USE "SIMPSON” AT (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER ° FOR STRAP - 3 8d* COMMON NAILS ® EA. I r _...• • ON FOR EXIST. /NEW G.M.U. (GONG. BLOGIi�,j TYP. FOUND. NOTE END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHING SPECIFIED TE °'•., ' FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN 0 ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/-1/8"(P THREADED ROD `•• 2 16 d COMMON NAILS p ' STRUCTURAL PANELS ad COMMON b" EDGE / 12” FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 56 COOLERS 'i” EDGE / 10” FIELD U, FLOOR CONNECTION w/ # LPT4 SIMPSON (OR NAIL I NC/STRA�i� I NC C� Vel I NDOJ�(/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES _ - �-•.,„,,,.. ad NA.5 IR END UJI OF EA.STRAP TO EA. JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H23A) A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 3.1, P. 169);WHEN STRAPPING GONNECTI ON E STRUCTURAL PANELS: 5d COMMON 6" EDOE 12" FIELD REQUIRES OVER 14 NAILS,USE SIMP50N C516 5TRAPPING (OR EQUAL). „ ...„•••••.........M„„ _ • II" orORELER THAN I": IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.235, P. 291) -• G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM, TABLE 3.23G, P. 292; ,,...„.....•••--•”"' „.......• • 7 — ALTERNATE AS PER TABLE 3.23D,P. 293) „�- I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE, w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED, Q (2015 WFGM, TABLE 3.?, P. 169) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN H16HER G E (2-PLY) - NUMBER OF JACK STUDS a EA. END OF 2-PLY HEADER (201b WFGM, TABLE 3.22F,P. 25a) ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS a EA. END OF 3-PLY HEADER (2016 WFGM,TABLE 3.22F,P. 256) °° d ° ,d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. SIDE �..,- ° ° ° ° ° ° d °d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.6, P. 191) „"`-„•..., � � FOR STRAP - 3 5 d* COMMON NAILS a EA. 5 - FOR ROOF SHEATHNAILS SHALL BE ING IWTTHIIN ED 4' OF BE RTHE PERIMETER ED6E1OF THE ROOF, INGLUDIN6 4' ON EACH FASTENING 5GHEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE Q UAC K E N B US H F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ^-- „-- FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) „'""'•-..� 2 I6 d COMMON NAILS RENOVATION A MAX NOTATION A B G D E E F SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH (2-PLY (3-PLY WOOD, AND/OR TIMBER CON57RUCTI ON OPENING ”°w "°w 1505 HIAWATHAS PATH THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-0" 5 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 1 2 5 2 1 5GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 7 I 3 4 3 2 4 5FL G I NC OF TOi= fi=LATE BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - 6'-O" FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 � , a'-O" 2 3 5 5 2 5 }— SPLICE BAYS BACK a LE55 PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOGKIN6 a 12"O.G. „ „ STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES B4C - FOR WIND - EXPOSURES B$C - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE I , 11 , 111 , IV , OR V TO INDICATE 10'-0" II 2 4 6 5 5 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF I �' 13 2 5 8 4 3 8 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICEI",4 THE NYS BG. �— DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 6" 12'-0" 3'-O" OF EA. STRAP e " b DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, PRE-ENGINEERED WOOD, OR TIMBER G-003m00 I6'-O" 3'-O"/3'-4" I b'-O" 4'-0" ATTIC ANC:�HOR BOLT Si�EG 71 GAT ONS <<,:: CONSTRUCTION AS FOLLOWS: 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" I .;:. . ' - "F" = FLOOR FRAMING, INCLUDING SPECIFICATION (2018 WFGM TABLES 3.2A $ 3.28, P. 157-160) BACK®4=o$oYc - R:" = ROOF OIRDER RAM I NG MS CORNER gq� 24'-O" 4'-O"/5'-O' 24-O (01-0.1 - R" = FLOOR � ROOF FRAMING : 10 23 CONDITION FOR ALL STRUCTURES: "FDATE30/ / 3 OF 16 s/a"O ANCHOR BOLTS a 3a" O.G. 2a'-O" SECOND FLOOR NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 5 CONNECTION USING 2-I6d NAILS PER FOOT. FOR SHORTER SPLICE • .. ;�� f „ LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40-O a-O /10-O 40-O I I-O YS • • PROVIDE AN EQUIVALENT NUMBER OF NAILS END w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK ® 4-0" O.G. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'—O" CONDITION TOP TWO COURSES SOLID IN EXPOSURE B TYP. STRAP w/(3) STROKE r ad NAILS EA. END S.TABULATED SPLICE LENSTHS ARE BASED ON a FOOT WALL 60'-0" 12'-0"/15'-O° 60'-0" I6'-O" OF EA. STRAP flHE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; - PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -IO'-O" 14'-O" -10'-O" 19'-O" FIRST FLOOR ,.<` ;. NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-0" I6'-0" 80'-0" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) 9'WALL- I.I25 REFLECTIVE REFLECTIVE DIAGRAM TO LEFT) IO'HALL- 1.25 11'WALL - 1.5'75 THIS COLUMN w/MULTIPLIER BLOCKING 2 BAYS RED PANTONE WHITE BACK a 4'-O" O.G. k t 4. COORDINATE w/ HOLDOWN LOCATIONS I2'WALL - 1,5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL MISCELLANEOUS FRAMING ORAPHIGS CONTINUOUS BUILT-Uig GIRDERS, B OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REQ D FOR FRAMER TO HAVE A F I RESL_OGK NC FOR f=L_ATFORM NOOD FRAM I NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN of A6 WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q TOOETHER SIDE BYBLOCKING UNDER LOAD BEARING WALL PATTERN DESCRIPTION THREE OR MORE SU PIORTS,JJOIO NUOUS S TARE TO BER I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I) NON-LOAD BEARI N6 WALL OFFSET FROM SUPPORT A MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Lu (2)ROWS IOd NAILS a 12"O.G. P J cz THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS `STUD B (3)ROWS IOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. SUBFLOOR THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR G (DBLFWE 1/2 0 BOLTS• 12"O.G.STAGGERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •� L0 SOLE PLATE BUILT UP GIRDER P` MAX.52" PLATE SERVE AS FIRESTOPPIN6. D NAILING: (2)ROWS 1/2" m BOLTS• 16"O.G. I r- SOLE PLATE _J TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE E (2)ROWS 1/2" 0 BOLTS a 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE57OPPING. COO EACH PIECE, OTHERS STAGGERED WITH A DISTANCE '— BETWEEN I/b >j 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O C (\J z O F (2)ROW5 3-3/b'TRUSSLOCK SCREWS a 12"O.G. a I/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL 1 OR OF NONCOM-BUSTIBLE FILL. d SCREWED ON(1)SIDE OF MEMBER Ln LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ P >)SCREWED ON(I)SIDE OF MEMBER V E' SIDE W� IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE (2)ROWS 3-3/b"TRUSSLOGK SCREWS• 16"O.G. O JOIST, OTHERS 57AC76ERED I A DISTANCE OF 52 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O 4, 1 H (2)ROWS 3-3/b"TRUSSLOGK SCREWS• 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. O m C9 JOIST SCREWED ON(1)SIDE OF MEMBER .� O ate+ �-- "I-J Ln MAXIMUM OFFSET THREE PIECE (\J J (2)ROWS 5" 50TH SID SCREWS O 12"O.G. BUILT UP 61RDEf2 MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED 120d 2 FOR PLATFORM FRAME IN6 PL CONSTRUCTION:B THE SOLE AND c 'y JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O MATCHED SIZE OF BLOGKIN6 NAILS ON EA. 5IDE I TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q FIRESTOPPIN6 AND K (2)ROW5 5"TRUSSLOGK SCREWS O 16"O.G. Q UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND I THE PARTITIONS ® 52' O.G. BLOCKING STI ---------------.-- _ --- -- - ---- --- OTHERS 5TA66ERED W/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOCK SCREWS• 24"O.G. BETWEEN 1/6 L DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 of A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. -- — q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n , GE I L I NO BRAG I NO NOTE; STRINGER TO SERVE AS FIRESTOPPIN6. W GANTILEVER :D FLOOR I.BEAMS 6 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10' OR LAR6ER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR -SOLE PLATE 2"1 CON71N000S GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF BAND LATERAL BRACE• b'O.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 10) 8d N A Lg I N C F A TTE RN S F O R SIDE L_O A D E D B E A l�S (i� . FLUSH B�A I " I J> -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � M NAILS AS FIRESTOPPING. FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOPPIN6 k FASTENING RECOMMENDATIONS FOR SIDE-LOADED STOPPING STOPPING FIRE- FIRE- STOPPING STOPPING SOLE MULTIPLE-PIECE MEMBERS rm 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' ;i I I, ,C�; �'IIP U BLOCKING 2"x4" BLOGK NAILED TO EA.BRAGE 2 ROWS 16a S ROWS Ibd 2 ROHSA' 2 moi 2 ROWS A. "' VERTICAL w/(4) IOd NAILS COMMON COMMON BOLTS.24" BOLTS BOLTS FIRESTOPPIN6 WHEN STUD a.STRAP 20 • 12"O.C.' •12"O.G. O.G.9rA66ERED° • 12"O.G. 0 6"O.G. OO ERIN6 15 APPLIED •6YPSU TO UNDERSIDE OP ARD M BO TWO ROWS 12 O.G. THREE ROWS 12 O.G. JOISTS r Q / n DOUBLE PLATE * 5d COOLER NAILS a 10"O.G. 110)8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL STUD AS NOTED IN NOTES '7 8 8 ° ° ° ° 5 COALTERNATE JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT.FOR USE OF DRYWALL SCREWS ° NONMBUSTIBLE Ask OVER STUDS, UNLESS TOP PLATE 15 4"® EDGE/12"O FIELD FULLY BLOCKED SOLE FIREsrOPPIN6 LOCATION OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS x6 - lYa" TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDSE5 FIRESTOPPIN6 WOOD FIRESTOPPINS Q 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUI THE FULL �I INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O OVERLAID ROOF 3.STA66ER EACH ROW OF FASTENERS BY 12"' O O C 0 O C C O 2"SPACE NOT ATTACHMENT @VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN6 IS FROM EACH SIDE. 4IlI TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 �'' l" A APPROX.I INCH THICK BOTH 5IDE OF THE MEMBERFft ' \ 6.VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL Si LOCATION '7 STD.NAILIN6 FOR TOP LOADED MULTIPLE-PIECE BEAMS, STRAPPING w/ '7.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 4 bd NAILS LOCATION 8 LOCATION Q m EA.END m R.R. b.s ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14",16't Ib". LOCATION 10 2"x FULL WIDTH BLOCKING - ZO F- ILI GONSTRUGTI ON DETAILS I$ WIND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF I DECK FOR STRAPNOT TO SCALE PINGIi INTERSECTION DETAIL R.R.. R EW NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd 1 NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALI6N NEW d EX. R.R.AS SHOWN K I NO STUDS PLAN VIEW NOTE: LINESIMILAR SHED' WOOD JOIS -0 WOAD JpI ROOF,III IN CRIPPLE STUD fl BLOCKING JOIST HANGER HEADER a z GENERAL REOU I REMENT5 FOR GENERAL REQUIREMENTS FOR INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS O I RDERMEADER —0 WOOD GIRDER JACK STUDS � MAIN MEMBER —O WOOD JOIST ° -0 � O i Q —� JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDERMEADER TYPICAL HEADER CONNECTION Lo I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS •DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, Q UAC K E N B US H I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER —o RENOVATION SIX TIMES THE DIAM. OF THE NAIL 5. O AVID SPLITTNC2, NO MORE THAN 2 TOE NAILS SHALL BET TALLER N EAI SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD � WHEN FASTENED TOA 2"xTOP PLATE 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENEDD TOA 2"xbTO" TOP PLATE. BATHTUB SUB FLOOR 1505 HIAWATHAS PATH DOUBLE JOIST DOUBLE JOIS —0 TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE J0157 FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD GONNEGTI ON N/STUDS TO ATTIC FLOOR b BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) u O w PAGE: TOP PLATE ® o�_ ND RESISTANT CONSTRUCTION CC ONNETORS GHIM. CHASE WALL Q V 2 CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO o N° RIDOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS d a ILI z ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER ROOF F z DATE: 10/30/23 4 OF 16 -, RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REOV BLOCKING Q N _ II TO ALIGN w/STRAPPING d w PLATE TO-WALL STUD GS20 @ 18 APPLY TO EACH WALL STUD " ® EA. LEVEL ABOVE w N THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD FLOORAPPLY TO EACH JACK STUD /'GL6. ® � HEADER-TO-JACK 57Z) @ 12 , CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-51 LL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAIN VIEW (USE WITH 3" SQUARE NASHER5)!j U5E THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TAN7 CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDEP INSTALLATION IN57RU07ION5 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ` DRAL. S I �50L <E-Nr : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. Q EXISTING TO REMWHEN APPL I GABLE) 0REMAINN k----r{ Lu NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL J O 5TL. WHEN APPLICABLE) NEW -HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ¢�,' Le) WOOD FRAME (L.G. 5TL. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR b" WALLS), U.O.N. _ >: C09 NEW 2-HR FIRE RATED :E.r WOOD FRAME (L.G. STL. O O N z 0 WHEN APPLICABLE) I �`\ d •� Ln Y 0 O 0 4--+ ' O mZ CD EXISTING 5UNROOM TO BE RECONSTRUCTED. -J (V O O Lr)EXISTING EXTERIOR WD. FR. Q O a o O WALLS 8 ROOF STRUCTURE. EXIST. FLOOR 5Y5TEM 4 FOUNDATION TO REMAIN. W EXIST. SUNROOM II EXIST. GONG. SLAB� - _ ------ 1 4—) L-�� to-� n1 I 1 --_--� �= J w i I 1 W z I i EXIST. SLOP SINK TO EXIST. DOOR TO BE EXIST. 1 - II --- EXISTING PLUMBING BE REMOVED REMOVED AND KEPT ON __BATHROO / I \ hI • �_--- G �� It T FIXTURES TO BE - / SITE TO BE REUSED IN II N III CONSTRUCTION (SEE 111 REMOVED. BATHROOM TO BE REFINISHED DOOR SGHED) -EXIST. WINDOW /%�� I ---- --�T I III / , TO REMAIN 11101111 1 F----- IL I' L___J `f -� EXISTING FLUE TO BE BEDROOM c I' EXIST. � DEMOLISHED / ��\ I I I� KITCHEN I EXIST. OIL-FIRED HOT WATER CLOSET DOOR TO BE �--! - ALL EXISTING CABINETS, -� --J 1 I x REMOVED AND KEPT ON �� ,� PLUMBING FIXTURES d a HEATER TO BE REMOVED I ` 51TE TO BE REUSED IN -° n 1 L___J __ APPLIANCES TO BE REMOVED r W �---- CONSTRUCTION (SEE � i�� N.�� REMOVED NAGE TO BE DOOR SGHEDJ �` ,�i X. ------------ - EX I I EXIST. I I GL. DEMOLITION NOTE: J L�—__ ___ JJ PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. GONG. SLAB STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. EXIST. ELECTRICAL PANEL GARAGE TO REMAIN CLOSET DOOR TO BE DEMOLITION NOTE: REMOVED AND KEPT ON - EXISTING 15T FLOOR STRUCTURE TO REMAIN. SITE TO BE REUSED IN - EXISTING 15T FLOOR FLOOR JOISTS TO REMAIN. CONSTRUCTION (SEE - EXISTING IST FLOOR EXTERIOR WALLS TO REMAIN. `EXIST. WINDOW DOOR SGHED) - ALL EXISTING WINDOWS TO BE REMOVED. EXISTING ELECTRIC TO REMAIN r------------ METER TO REMAIN JI ++ ' (� EXIST. OIL�) 1 EXIST. DEMOLISH PORTION OF ttl N i0 EXIST. INV'INC EXIST. FOUND. WALL TO �X ® TANK TO BE I I BEDROOM N CREATE ACCESS TO NEW l REMOVED ) I I w FOUNDATION AREA `------- L-----------J II ---_- EXIST. - �i, --� a 4_ GARAGE DOOR TO BE EXIST. DOOR REPLACED TO BE REPLACED FROFOSE["� FOUNr�)AT I ON DF-MOL 1 T I ON PLAN PROPOSED F I RST FLOOR DEMOL 1 T I ON FLAN Z SCALE: 1/4" = P-O" 50ALE: 1/4" = 1'-0" 0 U i Li.l I I I I I I EXIST. I I ------ BATHROOM PROJECT: 1 DEMOLITION NOTE: j EXIST. - EXISTING 2ND FLOOR F.J. TO REMAIN. j EXIST. 11 QUACKEN BUSH - ALL EXISTING WINDOWS TO BE REMOVED. I I XIS I I BEDROOM , i 11 GL. EXISTING FLUE TO BE CL 1 DEMOLISHED I EXIST. RENOVATION EXIST. DOOR TO BE CL, -- REMOVED AND KEPT ON EXIST. DOOR TO BE ` 1 O SITE TO BE REUSED IN - REMOVED AND KEPT ON CONSTRUCTION (SEE iii ` SITE TO BE REUSED IN <` EXIST. DOOR 7 DOOR SCHED.) �`� TO REMAIN CONSTRUCTION (SEE 1 DOOR SCHED) L - 7 1505 HIAWATHAS PATH ' SOUTHOLD, N.Y. 11971 EXIST. II BEDROOM -�� DRAWING TITLE: EXIST. EXIST. G�. CIL. PROPOSED DEMOLITION PLANS I I I I I I 1 1 I I 1 1 I I I I l 1 1 I I 1 1 i 1 1 I I I I I I 1 1 I I I I I 1 1 I I I I PAGE: ------- - EXIST.----- ,\� / --- EXIST. 1 —10 LOOA UNFINISHED SPACE UNFINISHED j SPACE r � I ------------ L______________ DATE: 10/30/23 5 OF 16 L------------ I I I I I I I I =-----Ezzzzz=--- PROPOSED SECOND FLOOR 17EM0L I TI ON FLAN j SCALE: 1/4" = 1'-0" j�✓a 0E ' `DRAL 5��vI50L E�Nr ' FOUNDATION PLAN NOTES -{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT EGRESS WINDOW WELL: NEW MECH. AREA: a -1 WOOD FRAME (L.G. 5TL. O PROVIDE NEW EORE55 WINDOW WELL $ COVER BY O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s Q WHEN APPLICABLE) ROCKWELL;ROCKWELL SERIES 66'W. X 60"H. OR 2.MAINTAIN 30 x30 CLEARANCE IN FRONT OF MECHANICAL Q EXISTING TO REMAIN EQUIVALENT. INSTALL AS PER MAN. SPECS. UNITS AS PER NYS MG 306.1 NEW FOUNDATION WALL 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES W W � NEW WOOD FRAME (L.G. O WINDOW NOTE: 4.IFF APPLICABLE DISCONNECT,T,REROUTE, 4 RECONNECT -� STL. WHEN APPLICABLE) I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN EQUIPMENT TO EXIST. PIPING AS REQ.'D. CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); Q :L- N NEW I-HR FIRE RAT=D ® MIN. (2) 2"x4" STRUCTURAL INSTALL AS PER MANU. SPEC.'S. FOR TYPICAL MECHANICAL AREA NOTES: C u') POST FOR 4" WALLS SUBSTITUTIONS,SEE NOTE #q IN "6LAS5 WINDOWS 07 WOOD FRAME (L.G. 5TL. I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY WHEN APPLICABLE) (MIN. (2) 2 O"xb" STRUCTURAL AND DOORS" ON PAGE 6-002 IF CASEMENT "DUROCK" (OR EQUAL) _ POST FOR b" WALLS), U.O.N. WINDOWS - ALL GSMNT WNDW5 SHALL HAVE 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" - STRAIGHT ARM HINGE WHEN >: (0 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE NEW 2-HR FIRE RATED TYPE "X" GYP. ED. UL U505 (OMIT ON GONG. WALLS) L WOOD FRAME (L.G. STL. TILT WASH 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 0 C N0 0 WHEN APPLICABLE) 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. SPEG.'s AND AS PER NYS MECH. AND FUEL OAS CODE a •- . 4.SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT (B .- U WINDOWS (TYP. FOR ALL) U.O.N. IT CONFORMS TO NYS MECH. AND FUEL 6A5 GODS )( : N 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE 0 0 a--� FRESH AIR INTAKE FROM EXTERIOR EGRESS NOTE: _c 0 m IN COMPLIANCE WITH NEW YORK STATE BUILDING 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL 4-J Ln CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EMERGENCY SHUT OFF SWITCH 0 N cu EGRESS SHALL BE FOLLOWED: 7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCHQ 0 D 0 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER r- NET CLEAR OPENINO........... 5.7 S.F. CLEARANCES AS PER CODE NET CLEAR HEIGHT............... 24" MINIMUM Q. PROVIDE 3" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 NET CLEAR WIDTH................. 20" MINIMUM CONNECT TO SANITARY SYSTEM A5 PER NYS PLUMBING CODE ^ ` TYPICAL BATHROOM NOTE: IO.APPLIANCES JOINED THROUGH A COMMON NATURAL O I. WALL BOARD DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SECTIONS OF 2020 NYS RG 6242'1. ALL BATHROOMS HYDRONIC AIR HANDLER: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 10 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" TUB SURROUNDS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 4 (1) 2. SHOWER FLOORS 4 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON LOCATED IN ATTIC. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 2•PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES _ TOWARDS DRAIN) UPON THROUGH WALLS OR CEILIN6. U • - O 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 3.INSTALLER TO PROVIDE BLOCKING,PIPING, AND W INSTAL m FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS AL AS REQUIRED FOR MOUNTAIN 4 N Q INSTALLAELECTRITION � M w 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER NEW TILE FLOOR: REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE 5'-4" O I. NEW TILE FINISH (H.O. TO SELECT) UPON THERMOSTAT FOR ZONE DESIGNATION). 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 3. NEW " DUROGK CEMENT50AIRD (OR EQUAL) UPON WATER/BOILER COMBO TO NEW COIL. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); EXIST. LAUNDRY AREA: r 1 SCREW PERIMETER OF 5HEA7HIN0 6" O.G. 4 12" O.G. ® II I. EXIST. WASH /DRY HOOK UPS. V z Z INTERIOR. 2.RELOCATE DRYER VENT AS REQ.'D PER NEW lu Oz DOOR NOTE: EORE55 WINDOW WELL. O EXIST. BILGO Q Q I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT �. � i.- ENTRANCE 5 DRYER EXHAUST NOTE: z j - Q ON PLANS BY 'JELD-WEN' (OR EQUAL). I. DUCT SHALL TERMINATE TO EXTERIOR (J J j W I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY ^` z w w ON PLANS BY THERMATRU' (OR EQUAL). OPENINGS, A5 PER NYS RG M1502.3 w 13 II w H 2 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.DUCT SIZE AS PER MANU. Q IJJ \,EXIST. GONG.SLAB PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. 4,DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER N4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 5. TRANSITION DU075 SHALL NOT BE CONGEALED WITHIN WALLS,U,O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 5. INSTALL AS PER MANU SPEC.'s CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3' y2" O 6.PROVIDE (2) 2"x10" HDR., U.O.N. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ® '7. SEE PACE 6-003 FOR ALL OTHER FRAMING EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 23'-4" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. IN ACCORDANCE WITH UL 2158A. 3" P-2-b Q-,dJ 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D �� MODIFIED SMOKE DETECTOR / GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS BATHROOM #1 X O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 43.5 S.F. ALL PLUMBING FIXTURES w SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3 4 AL F REMOVED AND HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS REPLACED. BATHROOM 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EX. SHALL NOT BE REOUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION. THE TO BE REFINISHED ARE NOT INTERCONNECTED, AS PER NYS R314.4. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F-- - 12 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° CSA PER GENERAL ELECTRICAL NOTES ON PACE 6-002. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES �\ I PROPOSED 4.SMOKE / GO DETECTORS TO MAINTAIN 3' MIN. NOT INCLUDE THE TRANSITION DUCT. I SUMP PUMP HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS NEW EXHAUST FAN SHALL BE INSTALLED WHERE T� - I 14 ABOVE 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 12 VENTILATION IS NOT MET BY MEANS OF NATURAL 5. INSTALL ALL AS PER MANU. SPEC.'s CIRCULATION THROUGH WINDOWS OR DOORS TO '-- � 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ® ;; 1 15 IN COMPLIANCE WITH LOCAL CODE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5M/CO 403.3.2.3; INSTALL A5 PER MANU. SPECS -_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COMBINATION BOILER �N _0__- _ O _ _O O _ -0_ _ _ _ _ O NEW NAVIEN NOB-240/II0H CONDENSING PROPANE NEW PLUMBING FIXTURES: /7 - - - - - - WALL-HUNG COMBINATION BOILER(OR APPROVED EQUAL). 13 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. I. DIRECT VENT THROUGH WALL SEE ALSO PLUMBING 6ENERAL NOTES ON PAGE 6-002. N i2. F.A.I. THROUGH WALL SIO \�� 3. INSTALL PER MANU. SPEC.'S I4 INDIRECT HOT WATER STORAGE TANK NEW 80 CAL. (MIN. SIZE;CONFIRM w/H.0) INDIRECT HOT EXIST. GONG. SLAB BURIED PROPANE TANK: WATER STORAGE TANK. INSTALL PER MANU SPEC.'S O I. PROVIDE NEW 500 GALLON BURIED PROPANE TANK 2.INSTALL AS PER MAU. SPEC.'S FLOOR DRAIN: EXIST. ELECTRICAL 3.INSTALL MIN. 10' FROM DWELLING, SANITARY SYSTEM, 4 15 NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP PANEL BURIED UTILITY LINES;20' FROM DRYWELLS 4.REFER TO SITE PLAN FOR INSTALLATION LOCATION. 1-1 PROVIDE TRANSFER SWITCH FOP, -I HIGH EFFICIENCY LAMPS: A-301 PORTABLE A-301 NOT LE55 THAN qO% OF THE NEW PERMANENTLY INSTALLED GENERATOR LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1;DOES NOT APPLY Z is Q TO EXISTING FIXTURES w n+' HOT WATER PIPING INSULATION: NEW 36"-WIDE X ® MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V ACCESS OPENING w SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 34'-8" R403.4 4 8403.5: 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R403.4) W 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Q 3. PIPING SERVING MORE THAN (1) DWELLING UNIT p 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD PROJECT: 6. PIPING LOCATED UNDER A FLOOR SLAB 7. BURIED PIPING N Q' 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS UAC K E N B US H OTHER THAN DEMAND RECIRCULATION SYSTEMS. RENOVATION 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROPOSED FOUNDATION PLAN 0 z PAGE: A-102000 DATE: 10/30/23 6 OF 16 8 ppp� 'fC..is�g7D'�`e PROPOSED FOUNDATION LAN SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. OENERAL FERAL <E� . FLOOR PLAN NOTES SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 1 ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: ** CONTRACTOR TO VERIFY DIMENSIONS PROVIDED BY MANUFACTURER FOR ALL MULLED WINDOWS _ NEW LAUNDRY ROOM: NEW PARTIAL HEIGHT OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O - _ 11 I. NEW WASH/DRY HOOK UP EXISTING TO BE DEMOLISHED i WOOD FRAME (L.6. STL. ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s WINDOW CHART Q 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT WHEN APPLICABLE) N/SIZE OF EQUIP. ii EXISTING TO REMAIN � ON PLANS BY 'THERMATRU (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. W 3. NOTE DOES NOT INDICATE EACH NEW DOOR E6RE55 CLEAR NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: Cu 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR QUANTITY ROUGH OPENING I WINDOW DIMENSION OPENING; LIGHT VENT STL. WHEN APPLICABLE) WALLS,U.O.N. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY TAG TYPE OF MODEL # WIDTH REOV: 20" TEMP. PROV PROV W 5. INSTALL AS PER MANU SPEC.'S OPENINGS WINDOWS HEIGHT REOV: 24" PER PER \� Q ' N b.PROVIDE (2) 2"x10" HDR., U.O.N. 3.DUCT SIZE AS PER MANU. OPEN REOV: 5.7 S.F. UNIT UNIT �� NEW I-HR FIRE RATED ® MIN. (2) 2"X4" STRUCTURAL V � LO 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER WOOD FRAME (L.S. STL. POST FOR 4" WALLS O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WIDTH HEIGHT WIDTH HEIGHT „ WHEN AP2PLICABLE) (MIN. (2) xb STRUCTURAL " � 0 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO POST FOR 6" WALLS), U.O.N. = � � � SMOKE DETECTOR / GO DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM A :ANERSEN 4 GX24 5'-3 4'-O 5'-2 4'-O" 7.7 1 .3 15.4 NEW 2-HR FIRE RATED _I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EMENT WOOD FRAME (L.S. STL. i z 0 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR WHEN APPLICABLE) CL o C N HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NXAGGORDANGEAI,yND SHALL BE LISTED AND LABELED ' ANDERSEN7E ,� W � � b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID B 7 GXIS 2'-8" 5'-O 2'-7 4'-II �" �q.8 10.4 �=Clb � c X 0 N 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES CASEMENT _ G SHALL NOT BE REQUIRED WHERE E:XISTIN6 ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS -- ARE NOT INTERCONNECTED, AS PER NY5 R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IF ANDERSEN b GX14 2'-8" 4'-0 J2'--7 4'-0" '7.1 8.1 7.7 HIGH EFFICIENCY LAMPS: 0 0 O 0 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CASEMENT NOT LE55 THAN 11096 OF THE NEW PERMANENTLY INSTALLED -0 0 m z PER GENERAL ELECTRICAL NOTEc ON PAGE 6-002. 7' MAX. LENOTH LOCATION TO SHALL NOT EXCEED 25 IFT OR ROOF TERMINATOIO DRYER D ANDERSEN 3 GX145 2'-8" 4'-5 2'-7 4'-4 8.6 Q 8.6 LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY C CV 4 HORIZONTAL SEPARATION 5MO<E / 00 DETECTORS T FROM SUPPLY/RETURN DUGT5 SCREWS CASEMENT __-______-JI _ -__ _--------------- TO EXLAMPSSTIN6 F XTURES, AS PER 2020 NYS EGG 8404.1;DOES NOT APPLY Q QVo- TO a O 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ANDERSEN FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° 5. INSTALL ALL AS PER MANU. SPEG.'s - WINDOWS I b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES E HOT WATER PIPING INSULATION: NOT INCLUDE THE TRANSITION DUCT. EI + E2 TO MECHANICAL SYSTEM PIPING AND HOT WATER PIPING IN COMPLIANCE WITH LOCAL CODE: BE MULLED SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN WINDOW NOTE: NEW FLOOR: R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG W O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (SLUE 4 SCREW); R403.4 4 R405.5: CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® ANDERSEN INSTALL AS PER MANU. SPEC.'S. INTERIOREI 2 CX145 4'-5 4'-4 Sb a 8.6 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING . CASEMENT FLUIDS >105°F OR <55°F (8403.4) -Jl 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2. NEW FINISHED FLOOR PER H.O. SELECTION SEE DE516NATIONS 4 WINDOW SCHEDULE. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS NEW TILE FLOOR: 3. PIPING 5ERVIN0 MORE THAN (1) DWELLING UNIT ..�.�J AND DOORS" ON PAGE 6-002. O 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHTI. NEW TILE FINISH (H.O. TO SELECT) UPON ARM HINGE. 2.ONE LAYER THIN(H. (LEVELED PROPERLY) UPON E2 ANDERSEN 5. PIPING FROM WATER HEATER TO A DISTRIBUTION U 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 1 P5045 4'-5 4'-4 18.4 MANIFOLD 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 3. NEW " DUROGK CEMENT'BOARD (OR EQUAL) UPON PICTURE b. PIPING LOCATED UNDER A FLOOR SLAB 6.1. FOR ALL 51< W YLIOHTS 4 OPERABLE PANELS OF 4.NE ' PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); n 1 �. BURIED PIPING W SWINGING, SLIDING, 4 BIFOI_D DOORS SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® -- 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS W „ ANDERSEN 1 � � 6.2. WITHIN 18 OF F.F. INTERIOR. OTHER THAN DEMAND RECIRCULATION SYSTEMS. CASEMENT 3 (MIDDLE 6.4. WITHIN STAIRWAYSooWITHIiy 36" of A LANDING O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) F - WINDOWS WINDOW TO BE OX13 3'-0 2'-11 E" 5.5 5A 5.5 6.5. WITHIN TUB/SHOWER ENCLOSURES F TO BE STATIONARY) 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 10 GUTTER HIGH POINT (TYP.) MULLED 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWANDERSENS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM G 3 GX245 5'-3 " 4'-5 J" 5'-2 J" 4'-4 8.6 i� 18.1 17.1 U (2) 2"x10" HEADER U.O.N. II NEW CLOSED BLUESTONE P. GONG. STAIR B PATIO CASEMENT b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ANDERSEN �"'�� NYS 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS H 4 GXI55 2-8 L51- LESS 5 :2'--7 3-4 6.4 6.8 6.4 ` ) A/C CONDENSERS: CASEMENT �� THAN 24 ABOVE F.F., THAT .ARE MORE THAN 72" I. PROVIDE (1) NEW 2.5-TON A/C CONDENSERS BY "RHEEM" - ABOVE GRADE OR THE ADJACENT SURFACE AT THE 12 OR APPROVED EQUAL. 1 ANDERSEN 4 0135 2'-0 3'-5 2'- O �" 3'-4 4.6 �© 4A 4.6 BUILDING EXTERIOR. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH CASEMENT 1� ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). J ANDERSEN I GXW23 6'-O " 3'-O 5'-II 2'-II 6.5 �u 13.6 13 EGRE55 NOTE: 3. INSTALL AS PER MANUFACTURER SPECS. CASEMENT 8 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND �FO CODE, SECTION 8310.2.1;THE FOLLON41N6 MEANS OF SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING EGRE55 SHALL BE FOLLOWED: SUFFICIENT TO ACCOMMODATE GROSS WE16HT OF CONDENSER. NET CLEAR OPENINS........... 5.7 S.F. S. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS NET CLEAR HEIGHT............... 24" MINIMUM APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. OTYPICAL BATHROOM NOTE: HYDRONIG AIR HANDLER: I. WALL BOARD 13 1. PROVIDE (2) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" II NATURAL LIGHT 4 VENTILATION I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 4 (1) (HABITABLE SPACE)1.2. INSTALL CONCRETE BOARD IN ALL SHOWLOCATED IN ATTIC.ERS AND 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES TUB SURROUNDS - FLOOR AREA 210 S.F. 2. SHOWER FLOORS THROUGH WALLS OR CEILING. 3.INSTALLER TO PROVIDE BLOCKING, PIPING, AND 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON PROPOSED BLUESTONE z S.F. REQ. S.F. PROV. 2.2. CONCRETE MUD-SET(SLOPE I/b" PER FOOT ELECTRICAL AS REQUIRED FOR MOUNTAIN 4 COVERED PORCH AND STEP INSTALLATION p � z TOWARDS DRAIN) UPON X +: LIGHTING; MIN. &% 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 4.HANDLER 51ZIN6 (TONNAGE) SHALL BE SELECTED PER z m® OF FLOOR AREA 16.8 S.F. 1011.3 S.F. FLOOR, WRAP DRAIN 4 ATLEAST Ib" UP WALLS REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE THERMOSTAT FOR ZONE DE516NATION). jY2" 2-5" 2'-1Oy2' 2_by2 VENTILATION.MIN. 8.4 S.F. 116.3 S.F. NEW ATTIC ACCESS - PULL DO 4N STAIR: 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 103 4% OF FLOOR AREA O I. MIN. 350 # CAPACITY WATER/BOILER COMBO TO NEW COIL. 2.5IZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: 3.DBL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-411 - ZONE is FIRST FLOOR u� INSULATION ABOVE w/WD. FR. (OR: EO) BAFFLE OR - ZONE 2: SECOND FLOOR B , RETAINER TO PREVENT INSULATION FROM ENTERING 2. H.O. TO SELECT MODEL; INSTALL AS PER EXIST. BILGO DOOR DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 MANUF. 5PE05 TO REMAIN (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE F 0 3 63/1 \°N THERMAL ENVELOPE OF BUILDING). NEW EXHAUST FAN SHALL BE INSTALLED WHERE �jQ b'-O" GLS. o 5. INSTALL AS PER MANU. SPEG.'s 15 VENTILATION 15 NOT MET BY MEANS OF NATURAL 12 > PROPOSED E6RE5S , H6HT. CIRCULATION THROUGH WINDOWS OR DOORS TO PROPOSED EXIST. J WINDOW WELL cV b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION A/C UNIT A/C UNIT z Z w i B 403.3.2.3; INSTALL AS PER MANU. SPECS Eu Eu w (V d NEW PLUMBING FIXTURES: I6 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PROPOSED SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. DINING N 13'-11" 8'-3" ROOM I I 15 J 3 210 S.F. B Z W DOOR SCHEDULE 5'-6" 5'-O" pyy REF. - ROOM TO BE WEATHERIZED. =N -- - �. FLOOR TO BE RAISED TO �` O 6 p _ o _� BE EVEN WITH EXISTING V DOOR MATERIAL in LIVING SPACE FLOOR. FIRE RATING m 15 V C TAG DESCRIPTION MANUFACTURER p .-A 01 NOTES o 4 8 L11�-11 � Q 0 45. MIN RATED I6 C MODIFIED 16 WIDTH HEIGHT O F' Q SELF-CLOSING 104 O J KITCHEN rn 7 A O PROP. I W OO 124 S.F. m PROP. - J LAUNDRY 3'-6" * b'-O WALK-IN 4 b ROOMF ;n 0 GL. 16 52S.. . ! 105 PROJECT: FIRST FLOOR 0 - - S.F. _ 101 --IF SINGLE SWING THERMATRU 3'-O" 6'-8" • PROP. REF. _ iMIGRO. �J I �t MASTER m " 102 GARAGE DOOR THERMATRU Q'-O" 7'-0" • ® ATH#ROOM O UACKEN BUSH �/ v HVAC RETURN 3 Q 103 SINGLE SLIDER ANDERSEN b'-D" b'-8" • SHAFT;SIZE TBD 5M GO z : RENOVATION Iob 104 DOUBLE POCKET JELD-WEN 4'-0" b'-8" • Oa5 Iob EX. PROP. Ib" DEEP X 4'-0" 105 SINGLE SWING JELD-WEN 2'-6" b'-8" �!�� cY C br2 I4 WIDE, TALL STANDING _ ��II �2 ACCENT WALL TO BE 5'-0"�GL6. CABINET TGHEN�MATCH FINISHES 1505 H IAWATHAS PATH VERTICAL SHIP LAP V 106 SINGLE SWING JELD-WEN 2'-6" b'-8" I • �� EXISTING ELECTRIC PAINTED SAGE 6R:EEN I 2 SOUTHOLD, N.Y. 11971 L� METER TO REMAIN; EXTEND MAST TO (COLOR AND FINISH TO � r F107 SINGLE SWING7� JELD-WEN 2'-0" b'-8" I • OVERHEAD WIRES BE FINALIZED) 5M/CO 7 iIII "f 1r---� AS REQ.'D EXIST. C DRAWING TITLE: 108 INTERIOR DOOR JELD-WEN 2-4 6-8 �'I II b'-O" GLS. GARAGE �J LLL��_ _ ___ 11LL �� PROPOSED FIRST FLOOR PLAN r ��l H6HT. IOci INTERIOR DOOR JELD-WEN 2'-4" b'-8" �I ' I I-I I-I �� A-301 A-301 FSECONr�) MODIFIED FLOOR O 1_ ,- PROP. MASTER LIVING ROOM &/ I EXISTING DOOR m BEDROOM #I 251 S.F. TO BE REUSED „ Ia8 S.F. +1 201 SINGLE SWING IN :21-611 b-8 • ,�2_4, U► m CONSTRUCTION w ® BOARD AT 6APROVIDE IRA6CK (E IWALL5 4 PAGE: 1 G EX' I EI E2 3 EI CEILING AS PER NYC 8302.6 202 SINGLE SHINS 7 JELD-WEN :21-411 6-8 • -� ' - _ JJJ IJ m EXIST. _ ,_ = 3 12-6 0L. A-103m00 205 SINGLE SWING JELD-WEN 2 4IF 6 8 • - IIJJ 'n D 6 G.L. G.L. O 14'-by2" 204 SINGLE SWING JELD-WEN 2'-O" b'-8" lol DATE: 10/30/23 7 OF 16 SINGLE SWING 205 JELD-WEN 2'-6" 3'-O" • 2'-by2" l0'-2,%2" N 102 (ACCESS HATCH) 20-5 - O EXISTING DOOR NATURAL LIGHT 6 VENTILATION Q cy m TO BE REUSED (HABITABLE SPACE) 206 SINGLE SWING IN 2-6 b-8 • z .�® 15-by2 CONSTRUCTION ! FLOOR AREA lab S.F. ® © NATURAL LIGHT VENTILATION <'s' EXI5TINS DOOR TO BE REUSED S.F. REQ. S.F. PROV. ,� (HABITABLE SPACE) 207 DOUBLE SLIDERS IN 4'-0" b-8 • �F CONSTRUCTION LI6HTIN6; MIN, a% FLOOR AREA 380 S.F. [, OF FLOOR AREA 15.8 S.F. 43.3 S.F. PROPOSED BLUESTONE PROVIDE NEW PERMAGAST EXISTING DOOR COVERED PORCH AND STEP COLUMNS (TYP) VENTILATION;MIN. S.F. REQ. S.F. PROV. TO BE REUSED .. 208 SINGLE SWING IN 2'-b" b-8 • it 45G OF FLOOR AREA 7.11 S.F. 41.1 S.F. LIGHTING;MIN. 6% 30.4 S.F. 50.0 S.F. CONSTRUCTION OF FLOOR AREA EXI5TIN6 DOOR 20Q DOUBLE SLIDERS TO BE11REUSED 4'-O" b'-8" • T VENTILATION;MIN. 45G OF FLOOR AREA 15.2 S.F. 50.2 S.F. CONSTRUCTION PROPOSED F I RS I FLOOR PLAN 1/065 S.F. HA517ABLE Sf=AC E; 1 A-75 S.F. OROSS AREA SCALE: 1/4" = 1'-O" (5E IF- AL �`' �� . HIGH EFFICIENCY LAMPS: Irl T T NOT LESS THAN 410% OF THE NEW PERMANENTLY INSTALLED NATURAL LIGHT 8 VENTILATION LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY (HABITABLE SPACE) LAMPS, AS PER 2020 NYS EGG R404.1;DOES NOT APPLY NEW PARTIAL HEIGHT TO EXISTING FIXTURES FLOOR AREA Iqb S.F. _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. Q WHEN APPLICABLE) HOT WATER PIPING INSULATION: S.F. R o. S.F. PRO\/. EXISTING TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 0 SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN LIGHTING;MIN. 8% NATURAL LIGHT 4 VENTILATION W NEW FOUNDATION WALL ~ 15.7 S.F. 35.8 S.F. NEW WOOD FRAME (L.�S. R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG E OF FLOOR AREA (HABITABLE SPACE) w fz 5TL. WHEN APPLICABLE) \I R403.4 4 8403.5: Q L Q L J \I I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING > > �IL ILI m VENTILATION;MIN. 8 S .F. 55.6 S.F. FLOOR AREA 14q S.F. a 4 CV VVV 4% OF FLOOR AREA 1.+ NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL FLUIDS >105°F OR <55°F (R403.4) WOOD FRAME (L.O. 5TL. El POST FOR 4" WALLS 2. PIPING " AND LARGER IN NOMINAL DIAMETER rya S.F. REGI. S.F. PROV. _ m WHEN APPLICABLE) (MIN. (2) 2"X6" STRUCTURAL 5. PIPING SERVING MORE THAN (1) DWELLING UNIT 50'-�2" LIGHTING;MIN. 8% 0 .-- POST FOR (0" WALLS), U.O.N. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE OF FLOOR AREA IIA S.F. 2q.q S.F. _ '� .-- 0 NEW 2-HR FIRE RATED 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 7'-2" 6'-I" 15'-?�2" 10'-"iy2" 7'-q 410.1 >: C9 MANIFOLD ALL PLUMBING FIXTURES TO BE VENTILATION;MIN. i z WOOD FRAME (L.O. 51 L. b. PIPING LOCATED UNDER A FLOOR SLAB I I 6 3 H 3 H 4% OF FLOOR AREA 6.0 S.F. 28.2 S.F. O C CV 0 REMOVED AND REPLACED"l . WHEN APPLICABLE) BATHROOM TO BE REFINI5HED. (� -Y 7. BURIED PIPING a - Ll7 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS � .- OTHER THAN DEMAND RECIRCULATION SYSTEMS. 0 X O CV 0 0 O 4-J Cfl +, FLOOR PLAN NOTES m I 0 1s 4-J m J Ln o c O DOOR NOTE: PROP. in MODIFIED. - _ Q d I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW LAUNDRY ROOM: A K-I _ 0 ; O O I. NEA WASH / DRY HOOK UP CL. BATHROOM #4 2oq ON PLANS BY JELD-WEN' (OR EQUAL). � � PROP. PROPOSED 2.INSTALL NEA EXTERIOR DOORS WHEN CALLED OUT 2•COORDINATE LAUND. ROOM 4 DOOR DIM.'s A 54 S.F. I 4 8 ® r GL• BEDROOM #5 w/ SIZE OF EQUIP. 13 S.F. 149 S.F. A ON PLANS BY 'THERMATRU' (OR EQUAL). - 15 I6 3. PROVIDE HOOK UPS AS REQ'S PER MANU. � 13 RO i 3. NOTE DOES NOT INDICATE EACH NEW DOOR � ® RO 8'-O" GL6. O PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: O PROP. . 1 14 IN HGHT. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 1. DUCT SHALL TERMINATE TO EXTERIOR BATHROOM #3 iq TTI WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANYLi 5. INSTALL AS PER MANU SPEC.'s OPENINGS 60 S.F. O J� PROPOSED 2 6.PROVIDE (2) 2"x10" HDR.,U.O.N. 3. DUCT SIZE AS PER MANU. 4 8 EX. 11/Z�J 2 FAMILY ROOM ?. SEE PAGE 6-003 FOR ALL. OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER T Ib � = Iqb S.F. 208 SM/GO ...�J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN Oi ® / v • CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO V V z 7 ' Q K k 5M/GO COORDINATE BOTTOM OF U SMOKE DETECTOR / CO DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I Q I O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 203 2'_0' 202 L �JI EXIST. \ z STORAGE ACCESS HATCH • SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 8 FEET AND SHALL BE LISTED AND LABELED DN L - ROUGH OPENING w/ UPSET ^ ` HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. IN ACCORDANCE WITH UL 2158A. BEAM BELOW (HATCH 10'-I" 6'-O" (`IL/) 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D201 LOCATED BELOW WINDOWS) - PROP. cv M 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES O ' ,..I.J 1 1 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS N C ACCENT WALL TO BF--/ b° 204 � O ;t ARE NOT INTERCONNECTED, AS PER NYS 8314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST WHITE HORIZONTAL 1 N MOD. ±5-O" G.H. 206 �j 12 S.F. N 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ry SHIP LAP GL ® WALL 2 l O PER GENERAL ELECTRICAL, NOTES ON PAGE 6-002. SCREWS t(1 -r S.F. 20"1 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O� 205 F 3 F I • 1 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE • SM/CO / 1 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ SM/CO - A v 5. INSTALL ALL AS PER MANU. SPEC.'S FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° -N 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES a MODIFIED 7 1--4`4 ,� " = 3 IN COMPLIANCE WITH LOCAL CODE NOT INCLUDE THE TRANSITION DUCT. m BEDROOM #2 -6: -�2 PROPOSED WINDOW NOTE: NEW FLOOR: I-I 227 S.F. BEDROOM #4 iV I-I Q O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); A-301 `7 A-301 CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® O Amk INSTALL AS PER MANU. SPEEC.'S. 8'-0"GL6. PROPOSED uum 2.NOTE DOES NOT INDICATE :EACH NEW WINDOW PROPOSED; INTERIOR. HGHT. STORAGE Q SEE DE51ONATIONS 4 WINDOW SCHEDULE. 2.NEW FINISHED FLOOR PER H.O. SELECTION -4-5 SPACE; _� 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW TILE FLOOR: (UNCONDITIONED) AND DOORS" ON PAGE 5 TO H O I. NEW TILE FINISH (H.O. TO SELECT) UPON NATURAL LIGHT 4 VENTILATION 112 S.F. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5. ALL DOUBLE HUNG WINDOW'S TO BE TILT WASH (HABITABLE SPACE) C H 14'-by2" H b.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); FLOOR AREA 22-7 S.F. ' 5WIN61N6, SLIDING, 4 BIFOLD DOORS SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. 6 21 6.2. WITHIN IS OF F.F. INTERIOR. S.F. REO. S.F. PROV. 6.4. WITHIN STAIRWAYS AOR O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) D 6 3 D 2'-10" 10'-Oy2" .�-2'-10" 6.3. WITHIN 24 OF A DC 6.5. WITHIN TUB/SHOWER ENCLOSURES F A LANDING LIGHTING;MIN. A% 18.2 S.F. 52.5 S.F. 14'-8y2" IS'-8y2" NATURAL LIGHT VENTILATION OF FLOOR AREA b.b. SEE ALSO GENERAL. NOTES ON PAGE 6-002 10 GUTTER HIGH POINT (TYPJ (HABITABLE SPACE) 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND VENTILATION-MIN. �`-2'-8/2"�I' 7'-6" * 7'-6" 2'-Sy2" O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A `-11NIMUM 4% OF FLOOR AREA q.l S.F. 4q.7 S.F. rtl 20_5" f �y FLOOR AREA 1-75 S.F. (2) 2"x10" HEADER U.O.N. II NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER S.F. REQ. S.F. PROV. NYS 8312.2 FOR OPERABLE: WINDOWS WITH SILL HEIGHTS A/C CONDENSERS: Q LESS THAN 24" ABOVE F.F„ THAT ARE MORE THAN 72" I. PROVIDE (1) NEW 2.5-TON A/C CONDENSERS BY "RHEEM" LIGHTING;MIN. 8% ABOVE GRADE OR THE ADJACENT SURFACE AT THE 12 OR APPROVED EQUAL. OF FLOOR AREA 14.0 S.F. 211A S.F. BUILDING EXTERIOR. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH G }�I}�'� f ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). PROPOSED JEGOI `f,J.� FLOOR PLAN VENTILATION;MIN. EGRESS NOTE: 3.INSTALL AS PER MANUFACTURER SPECS. 4% OF FLOOR AREA 7.0 S.F. 28.2 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND ECODE, SECTION GRESS SHALL BEIFOLLOf yEL>OLLOWIN6 MEANS OF SUFFICE CIENT ENTCT°NC. PAD O ACCOMMODATE OT GROSSEIGHT RATING OF11048 S.F. HABITAE3LE St=AGE; 1,146 S.F. GROSS AREA SCALE: 1/4" = 1'-O" CONDENSER. NET CLEAR OPENING........... 5.7 S.F. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS NET CLEAR HE16HT............... 24' MINIMUM APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS q 10 q NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. OTYPICAL BATHROOM NOTE: HYDRONIC AIR HANDLER: I. WALL BOARD 13 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" + li' I I i l +: I II I I I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN O ! 1 I I �!��- II+ ALL BATHROOMS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 4 (1) 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND LOCATED IN ATTIC. 11 �Ilj II r TUB SURROUNDS 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2. SHOWER FLOORS THROUGH WALLS OR CEILING. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 5.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTAIN 4 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT INSTALLATION TOWARDS DRAIN) UPON 4. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER (' '! II 1 Z 2.3. WATER PROOF MEMBRANE TO COVER SHOWER I I I I I; V I I I W FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS REQUIREMENTS OF A/G 4 HEATING SYSTEM (SEE 4' 1 !, I 2 THERMOSTAT FOR ZONE DESIGNATION), o ! ( y ! j! Q ! ! I i! 2 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT !� I;I; NII i I O O5 NEW ATTIC, ACCESS - FULL DOWN STAIR: WATER/BOILER COMBO TO NEW COIL. I. MIN. 550 # CAPACITY ;I 2,SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: 5.DBL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q - ZONE I: FIRST FLOOR 1 I ! 6 TYP. OVERHANG INSULATION ABOVE w/ WD. FR. (OR EQ.) BAFFLE OR - ZONE 2: SECOND FLOOR RETAINER TO PREVENT INSULATION FROM ENTERING 2. H.O. TO SELECT MODEL; INSTALL AS PER DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 MANUF. SPECS (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). NEW EXHAUST FAN SHALL BE INSTALLED WHERE - _ _--- - - 5 VENTILATION 5 NO ET AN F --�-_� - --- - _-:Yr �� T-- __-..-.- _:- IO I T M BY MEANS O NATURAL 5. INSTALL AS PER MANU. SPf_G.'s CIRCULATION H J THROU6 WINDOWS OR DOORS TO - --=--- --__-- ----- ---_= ----- - --- - --- - - -- -- - --- - - --------- I I y + :� I' III I 6.CONSULT H.O. FOR PRECISE_ LOCATION OF ACCESS. q I I ) s (, (I PROJECT. OUTDOOR SPACES AS PER NYS MECH. GORE SECTION 403.3.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: -" _ _ !' I, I I I' iI --- - - I I:, I I t II,! QUACKENBUSH Ib RLL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. - I, P , I I ! ,, ;, ! SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. -_ - - 8�I2 PITCH- = -_=8:12 PITCH= �- R E N OVAT I 0 N I' !1 ! j i III. I !'I; Z I II I I I ! f I� e I 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 --- -- ---_ ----- ------- =- - ijl I i! it DRAWING TITLE: -- ---- -- 1':11 III ! - _-_________. _ _-_ ,!,,►� !lull, I I 111. ! IPROPOSED SECOND FLOOR PLAN s II �' '! � !Ij',I Ili 'I I I I in ! Illikl Ilt 111 - .III;,:: ,I! I,� I ( 1 I! ! � I� ►- ! 1 p L ;� ( '! � I� I I � ,I, ( �;� � I I ! �� i� I I, PROPOSED ROOF PLAN u _ 1 � I I I PAGE: 10 A-104m00 A-301 12 PITCH_- - 12 PITCH ! --- 8_12 PITCH_ ~- ---=8:12 PITCH= --- ------------ =� : 2 I : V a i I o - - DATE: 10/30/23 8 OF 16 - - Ell - 1 I =8_12 PITCH- -- 8:12 PITCH � 10 - _ - =- - - ------_- -- ---- - -- - r° i, . N A. ED , f 6 P R O TYF. OVERHANG 0 SEE FADE A- 105 .00 FOR 1/I NDO01 AND DOOi� SOHEDULE q f=ROi=OSED ROOF PLAN SCALE: 14" = 1'-0" ELEVATION NOTE5 (D TYPICAL ROOFING: a I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION LuLu BEFORE INSTALLATION W N J (y) IA ASPHALT COMPOSITION SHINGLES Q N .O u') IB BLACK, STANDING SEAM METAL ROOFIN5 c 0 TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM L z r- CONSTRUCTION STANDARDS a LN O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION .co V_ 0 BEFORE INSTALLATION \ c X N O a--+ ® GRAY IMPRESSION VINYL CEDAR __ Z O m c cV O ca VC-) a O 2$ WHITE BOARD AND BATTEN IA i O3 NEW OL05ED BLUESTONE F. GONG. STAIR 8 PATIO - — - NEW MECHANICAL UNIT DIRECT VENT: --- OINSTALL MECHANICAL UNIT DIRE:GT VENT AS PER MANU. ------- -------.___.-- ____.-- ------._.___-_=-- .-____-- ---______.-- _--- -------_•----------.-__ -- __-- -.--;----- SPEC.'S IN FULL CONFORMANCE w/VENTING I _--- -- - ... . . -- --- --- -- - ---- - ---- - ----- --=__ - - ___ - CLEARANCES REQUIRED PER N(S MG 804. _--_—__- --__---_- _--.--- - --- -- ____ -__ __�_ ---_-- - SEE ALSO NOTE ® FLOOR PLANS. i i - ------- - ---- -- _ '--- - i - - ( I O NEW MECHANICAL UNIT FRESH AIR INTAKE: ) 'S V B INSTALL AS PER MANU. SPEC. i ONEW DRYER VENT: SEE NOTE ® PLANLL 0 4_j NEW BATHROOM EXHAUST FAN VENT: O7A VENT THROUGH WALL AS 5HONIN. ' ' ` ` SEE ALSO NOTE ® PLAN. D 6 D IB , ILII � NEW BATHROOM EXHAUST FAN VENT: �' �' \` ' U 7B LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. I I I NEW A/C CONDENSER ON GONG. PAD OR OTHER OAPPROVED GROUND SURFACE (SEE FLOOR II ` •!! ) PLAN NOTES) I j �./ om- - - -- W LiLiJLL k 111--ILL - \ iLLjLjLj ILL LILL 'O \ LLLL ' EI E2 EI \ F�j Ij LLL iLL iLLLIL i LLLil-L O F71 LLLLLL i I I I SOUTH r I PROPERTY LINE 3 NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0 " z w U -------- ----— — —— — — - - ---- - ---- -- -- - --- -- - ----- --- _ - --- --- — ---- -- -- — — — - --� PROJECT: 1 --- -_- - QUACKEN BUSH RENOVATION o I I I LLiLLL 1_LL 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 - - =a --- ��Q DRAWING TITLE: a IA PROPOSED EXTERIOR ELEVATIONS Ill dill III LI III DLII i LLLL PAGE: VIII LSI II LI III iLL ' llLI 1 ►I � III �L� O ,O OLLi_LLLj , ' O ' O OAIR o zLL I 1 LLJ IlIJ IJ�LL1111A-201m00 ' WESTLLiiLl � ' I PROPERTY LINE iLiLL-11 I s DATE: 10/30/23 F 9 OF 16 IIII II I I I I I I I I 11 1 1 11 1 11 1 1 SOUTH ELEVATION (R I O HT SIDE) SCALE: 1/4" = 1'-O" Ik. ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDINS SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS Lu 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION W BEFORE INSTALLATION W CB J m IA ASPHALT COMPOSITION 5HIN51-ES QL- CV �C ul) IB BLACK, 5TANDINS SEAM METAL ROOFING O 7B . (D TYPICAL SIDING: O 1. SEE NOTE AT BUILDINS SECTION FOR MINIMUM CONSTRUCTION STANDARDS 'co Lf) 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION -- _ --- _ ----- _ - - BEFORE INSTALLATION INSTALLATION _�_-._— v _�� __.___ _ -�..__: _=_._ - _- _ --_ _- __ __ __�_ _ - --_--- - X L) (� ® GRAY IMPRESSION VINYL CEDAR -- -- -- - - -- -: -- - - - ---- -- - - ---- -- -— - -- --- - -a- -------- O a'' B WHITE BOARD AND BATTEN - - - -- -- - - - - - ----- - --- - I O3 NEW CLOSED BLUESTONE P. CONC. STAIR 8 PATIO NEW MECHANICAL UNIT DIRECT VENT: II I O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU, SPEC.'S IN FULL CONFORMANCE kq/VENTINS CLEARANCES REQUIRED PER NY5 MG 804. SEE ALSO NOTE ® FLOOR PLANS. \ O O / ,' O` j 4—J LLLL \ / O ILL-La ILL ONEW MECHANICAL UNIT FRESH AIR INTAKE: O5 --------- .' 'INSTALL A5 PER MANU. SPEC.'S . NEW DRYER VENT: ' Un 1 • — LLLLLL F11:1 ILI I ' L� E -- -- ---- -- - SEE NOTE ® PLAN 7A NEW BATHROOM EXHAUST FAN VENT: O7A VENT THROUGH WALL AS SHOWN. y SEE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FA'N VENT: OiB LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. 2B i \ MIN• / \ MIN. 4 • NEW A/C CONDENSER ON GONG. PAD OR OTHER ,' `� I� �0 b O O` Q r^ O APPROVED GROUND SURFACE (SEE FLOOR ' OB O8iuLLLLi III I L V J PLAN NOTES) , 3'-0" MIN. i MIN. I__ ` -- I ' I OOIJ O I I I O I I I O OI LIJ OIJ L10U O�o z j ISI OII ; I 8 II10 III O LIM Ln F-A57 ELEVATION (REAR) SCALE: 1/4" = 1'-0" I i i z W O U ti! H Q O IA PROJECT: --- -= ---- -- -- -- -- ----- --- __ --_ _ -_ _ - ---- - _- - - - ----- -- - QUACKENBUSH RENOVATION 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 DRAWING TITLE: IA PROPOSED EXTERIOR ELEVATIONS IA NOTE: BUILDING SECTION NOTES I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MASON TO ADJUST HGHT OF LANDING AS REO'D TO 4"P.GONG.SLAB a ONEW ROOFING NOTE (TYP.): ACCOUNT FOR FINISH MASONRY w/bxb 10/10 WWM Q I. INSTALL NEW ASPHALT SHINGLES. I" UPON COMPACTED 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2. ALL HORZ. SURFACES SHALL BE PITCHED (TYPa FILL 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ® 1:48 AWAY FROM BUILDING I I W OVER Lu 3.INSTALL 15 # BUILDIN6 FELT(U.O.N.) OVER 5. FOR SLABS ABUTTIN6 FRAMING, INSTALL REBAR BENT TO 4 _ J co 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN �- -�===_-� 5. GAP SHINGLE OVER RIDGE b HIPS (AS REO'D) �i \ b.PROVIDE RIDGE VENT (AS REG2'D) CONNECTION 'A' AS ADJACENT TO SLAB, BED ALL FLASHING °°//°° /\/\/\/ .� IN ASPHALTIC MASTIC z 7. FLASH ALL VALLEYS PER PACE 6-0031 g ° \ �� / V &.INSTALL DRIP EDOE AS NUa Q. INSTALL ALL AS PER MASPEG.s - --------------------------- •°° i / o PROPOSED RIDGE HEIGHT NEW RIDGE O ELEV. +26.0 r a — Cfl TYPICAL ROOF 8 CEILING GONSTRUGTION: _ �,,� ,, _ �r - - - I #4 REBAR ® EA. c,� ie \ti ° \/\ / // L � o O2 --- --- -------- - ----- - ---- -- - -- ------- -- - - -- --" -- ---- --- -- - �- STEP;3" GVR ® ENDS �,%, • �� X/�� - Z • NEW ROOFING AS NOTED -- ^- --- - _ _ _ • I/2" COX PLYWD SHE (BLOCKING ® ALL PLYWD �6 Ap --- -^- -- - -_ --��s--�---__ �_�.-� ___- - -- - --- - - -- GO-ORDINATE // // // // // // // // �� Y AHU - - -- -- - - -- -- -- - - --- - - - ----- - ....-. ... BO ENSURE R.R. i� \/\/\/ \/\/\\/\/\/\/ c U SEAMS) Q�' jO - - ---- ----.__ _.-- - - - --- - --- -- - - - -- \ \ \ \ \ \ \ \ G • R.R.,G.J., Q G.T. AS NOTED ON PLANS (® SPANS OVER Q RR =_- - --- _--- __ - ---- _. _ �i \// // / // // // // // // // N _ NOTCHED LESS a \\ \ \\ \\ \\ \\ \\ \\ \\ 0 O Z; 8' INSTALL "X" BRIDGING ® GENTEF: OF SPAN, U.O.NJ �Q" �p - - - _ -- -- _ _ �: p- _ -- THAN 25� OF 10" ��G /\ j//j / //�//�//�/%//j//j/// O m Cfl • PROVIDE R-4Q BATT INSULATION WHEREVER ALLOWED Q �O< - _ � _ -_ ._-___ __ _ -_- O _ RAFTER DEPTH MIN. a i� COMPACTED \\ \\ \\ a.� +-+ PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 7" Q�0 X49 -- - - - - - - - - QOQ �P - (TYPJ -'I`- a i�� ° \\ \\ NLu THK. SPRAY FOAM INSULATION (R-49 ® R-7/INCH) - - ----- i - - - ----- - 2 - - <t X a• �i ° i/ % i� O „n,-.� - • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ---- -------.---"-. -,--- --.... .-- ------,-- ----._-_,.-____.--_._-..______-- m #4 REBAR ® to"�\\//\\/ /\\ / / O.G. (MIN. 3) /\/\/\/\/\/ / NEW EXTERIOR WALL CONSTRUCTION (TYP.): - 2"x4" KEYWAY a s iii° \\ \\ \\ \ \ \ \ \ \ O PROP. G.J. ( PROP. G.J. •° �iis�' /\//\//\//\�/\�/\�/\�/\//\//\//\//\//\"TYVEK" HOUSE WRAP (VENTED) (OR'. EQUAL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (15LOGKIN6 ® ALL PLYWD CONNECTION 'BI' AS \/ 5EAM5) UPON b 3 ;j I'. 3 PER PAGE 6-003 GRADE ✓iiia° �, \ \ \ \//\/ • 2"xb" STUDS ® ib" O.G, w/DBL. TOP PLATE 3 i, NEW R.R. TO G.J. Giol c 'i \ \ \ \ \ \ \ \ #4 REBAR CONT. /�/ �- ''L�// /\//\//\//\//\// NOS //\//\// L • MIN. R-21 BATT INSULATION / / P • 5/8" THK. 6YP5UM BD. WALL FINISH I ® 10 O.G. (MIN. 3) I1 \\\\\/\�� \\ \\ \\\\\\\\ \\ SHALL BONG. NEW SIDING NOTE (TYP.): 4 3 (U #4 REBAR CONT. a I I°.J d .\\\\\/ v\�\\\\\\\\\\\\\\\\\\\ 4,000 PSI (MIND \\\\\\\/ O4 I. INSTALL NEW SIDING PER H.0 SELECTION // // \/ 2."TYVEK" HOUSE WRAP (OR EQUAL) -------- - --- - -- #5 BENT REBAR ® 12" O.G. 1j \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ T 3.INSTALL ALL AS PER MANU. SPEG.'s ° ° ° - z °11 a /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ MODIFIED PROP. R.R. 8" THK. P. GONG. WALL I I ° \ \ \ \ \ \ \ \ \ \ \//\//\//\//\//\//\// U • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INSTALLATION EXISTING SECONDFINISHEDFLOOR BEDROOM 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ELEV. +10.5' OR GE PROPOSED 4 m (U #4 REBAR CONT. all \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// n , PROPOSEDST A \ \ \ \ \ \ \ V/ 5 BEDROOM Ib" WIDE x 8" DEEP 1I° /// // // // // // // //\//\//\//\//\//\//\//\//\// TYPICAL FLOOR CONSTRUCTION: ` 5 SPACE P. GONG. FTG. I \\\\\\\\\\\\\\\\\\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ O I. FINISH FLOORING TO SELECT � — F.J. PER PLAN EXIST. F.J. PER PLAN 1 2. 3/4' T40 GDX PLYWD. SUBFLOOR CLUED $ SCREWED \//\//\//\//\//\//\//\//\// 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL (3) #5 HOR. CONNECTION 'G2' AS REBAR 'X' BRACE ® MID5PAN Ll❑ a PER PAGE 6-003 % j 4. MIN. R-30 BATT INSULATION (BETWE'EN FIRST FLOOR 8 1 NEW STUD TO \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ FOUNDATION, AND BETWEEN CARACE b 2ND FLOOR) FLOOR TO STUD 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS ORAISED WALL HEIGHT 4 b :: _ PROVIDE NEW 2x FRAMING ® Ib O.G. 8 DOUBLE TOP PLATE 0 I EXTERIOR MASONRY STAIR DETAIL • UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO _ cp ,5'-0". CONNECT ALL EXISTING S NEW f-RAMIN6 TOGETHER w/ 0 0 0 o A-301.00 SIMPSON 0520 STRAPPING (OR APPROVED EQUAL) ® 0 0 EXTERIOR WALLS d INTERIOR LOAD BEARING WALLS. PROPOSED SG E: 4 = I -O" n 1 MODIFIED cl EXIST. FIRST FIN15_HED FLOOR MASTER ELEV. +IA' -�� I BEDROOM g LIVING ROOM (KITCHEN BEYOND) EXIST. GARAGE I BASELINE (AVERAGE GRADE) EXTERIOR GRADE ® C AHU BEND REBAR TO SLAB NOTE: EXISTING ALL P. GONG. SHALL 4" P.GONG.SLAB w/ BASEMENT BE 4,000 PSI (MIN.) r--_ 6"xb"-10/10 W.W.M.UPON `—�—`-- — COMPACTED FILL (1) #4 REBAR -4, I °, \\\/\X� SECTION I - I/A-5 01 # CONT. ® TOP / j/\ SCALE: 1/4" = I'-0" GRADE 8" THK. P. ('d1 / \\//\\// FILL GONG. WALL #5 BENT REBAR e 11 1 f e = V\\/\ (1) #4 REBAR CONT. 0 BOTTOM °I II Ib" WIDE x 6" DEEP �l U \/\\/ P. GONG. FT6. (3) #5 HOR. REBAR J�,�• Z w r - V — r - - -- _:---_ - PROP. IA-5o 2 EX7ER I OR MASONRNr DECK DF_TA I L. -_ ATTIC R. -------___ SCALE: 3/4" = I'-O" di� [ATTICFULL 0 DOWN PROJECT: PROP.C.J. AS PER FLOOR PLAN 8" TH I GK RE I NFORGED CONCRETE I � s A5 QUACKENBUSH IIRAFFIrRENOVATION GO-ORD I NATE MOUTH TO ENSUREIRRRS NOTCHED ° O RASS SHOULDER AREA (Tl'F.) 24" DIAMETER (AST IRON LESS THAN 2590 OF 3 OR DEFINED SURFAGE COYER I N ET ORATE FRAME 1505 H IAWATHAS PATH RAFTER DEPTH (TYPJ 4 Q �" PROPOSED m PROPOSED SOUTHOLD, N.Y. 11971 P� 2 STORAGE 5 SPACE FAMILY ROOM x EXIST. F.J.' MM762s 11f EXIST. F.J. DRAWING TITLE: �r flu U - - BUILDING SECTIONS r �r DESIGN DETAILS J J Lu ( I . . ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .. MODIFIED O z I I ( ❑ ❑ 1:1 1:1 1:1 1:1 ❑ El E:1 El [:1KITCHEN ❑ ❑ -1 ❑ El El El El El El El I (— ° — ®®m®® IL -I ( ❑ ❑ ❑ DEDDE DODLH ( I I PAGE: MODIFIED OL ( I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I- LLL'I , , �'r IVING RO M 5 3 O . O O IF7 F1 F7 7 F7 F-1 7 F7 71 PYu SEXIST. F.J.f EXIST. F.J. DATE:O 10/30/23 11 OF 16 '� I AH fi=REC AST GONG. u �, N m . . II � : /� BEYOND) i- ./ROUND LEAC H I NO RI NO. SEE A i 4 11.% NATER GALL ULATI ONS ON w EXISTING SITE FLAN FOR REO'D BASEMENT EFFEGTIYE DEFTH j.. 2'-O" DIAMETER AS 2'-0" IN. PER SITE FLAN MIN. SECTION 2-2/A-501 GLEN SAND ORIEL FILL SCALE: 1/4" = I'-O" STORM NATER DR-T-AELL DETAIL A-301.00 SCALE: 1/2" = I'-O" I I^ TYP. ROOFING (SEE SECTION NOTES) TYR ROOF CON57RU07ION a (SEE SECTION NOTES) Q FLOOR SYSTEM AS FLOOR SYSTEM AS FLOOR SY57EM AS p1.�N p NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN 'SIMPSON' H2.5A W NEW 57L. GAP PL. 'A', '13', NEW 5TL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. 'A', 'B', RAFTER TIE R�' J N FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM OR 'C' (PER BEAM GONF16.) OR 'C' (PER BEAM GONFI6.) OR 'C' (PER BEAM CONFIS) m WELDED TO COL.;SEE GAP AS NOTED ON PLAN WELDED TO COL.;SEE GAP AS NOTED ON PLAN WELDED 70 COL.;SEE GAP AS NOTED ON PLAN Qc\1PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS .� L0 NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NOTED ON PLAN) O,D. m NEW BASE PLATE 'A' 5GH 40 HOT DIP GALV, NEW BASE PLATE 'A' 50H 40 HOT DIP GALV. NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. O WELDED TO COL.;SHE 5TL. COL. (ASTM AI23) WELDED TO COL.;SEE STL. COL. (ASTM AI23) WELDED TO COL.;SEE 57L. COL. (ASTM AI23) - _0 � O BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR S PER FOUND. PLAN BY G.J. AS PER PLAN (WHEN APPLICABLE) '� }; Cfl BOLTI>`G SIM5 5TEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) BOLTING SIM5 STEEL (OR EQUAL) FASCIA BOARD LO O N Z O PROVIDE GOLD JOINT -'PROVIDE GOLD JOINT PROVIDE GOLD JOINT a co r- -L) d° EXIST, P. GONG. SLAB EXIST. P. GONG. SLAB EXIST. P. GONG. SLAB � (, r- AT GONG. SEAMS (TYF'.) (PATCH AS REQ'D) AT GONG. SEAMS (TYP.) (PATCH AS REQ'D) AT GCNC. SEAMS (TYPJ (PATCH AS REQ'D) BEAM AS PER PLAN NEW SIMPSON LUS26 � 2 X O fV 6ALV. JOIST HANGERS O O 4,J APPROVED EQ. - (OR ) m a--1 p iii 1i ° . !i ° 1i m ° 1i �i• 4-J a-+ Lo co Q 0 a � O 1 16 Or °°. AVEL AVEL A! EXIST. GRBASE I 3 °i I I f NEW (3) #5 HOR. EXIST. 6RBASE ° w NEW (4) #5 HOR. EXIST.6RB SE q ° --� °--- ° NEW (5) #5 HOR. G===`-r---a�-_,- --T---�- ° REBAR UPON (3) #5 -- _ - . _) ° REBAR. UPON (4) REBAR. UPON (5) HOR. REBAR (6 TOTAL) ' #5 HOR, REBAR ° • R AR. REBAR. PERMAGAST COLUMNS AS PER PLAN NEW 24"x24"xl2" / NEW 30"x30"x18" - --- -- NEW 36 x36 x18' I w/ "SIMPSON" PG64 (FOR 3 PLY BM) DEEP P. GONG. PAD J DEEP P. GONG. PADS (8 TOTAL) DEEP P. GONG. PADS' ,� (l0 TOTAL) OR "SIMPSON" FTG. (MIN. 4,000 PSI) - EXIST. FILL FTG. (MIN. 4,000 PSI) EXIST. FILL FTG. (MIN. 4,000 PSI) EXIST. FILL BM) P05T CAPS G52-2/4 (FOR 2 PLY 4 57EEL COL. 24"x241Ix 12 " I=TC. DETAIL 57EEL COL. 50IIx5O I'x 18" ITC. DETAIL STEEL COL.. � 5& IIx5C IIx 1811 I=TC. DETAIL A-401.00 „ _ A-401.00 SCALE: 5/4 = 1'-0" SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" '— PROVIDE BEAM SPLICE PROVIDE BEAM SPLICE g COVERED PORCH DETA I L a) MD CENTERED ABOVE COL. CENTERED ABOVE COL. ,I A-401.00 �, W WHEN NOTED ON PLANS „ WHEN NOTED ON PLANS (4) 3/8 H.D.G. LAG 8 SCALE: 5/4" = 1'-0" • BOLTS ,'PREDRILLED) PROVIDE BEAM SPLICE -8 _� 8 (4) 3/8" H.D.G. LAG = _ CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) d) I/2 WHEN NOTED ON PLANS BOLTS (PREDRILLED) \ 3-I/2" O.D. 50H. 40 HOT PERMAGAST COLUMN AS Q - - � I- � - - - - - - - - - - - - - - - - r- - - - - - O O DIP GALV. STL. COL. •v! I I� (ASTM A 123) AS PER PER PLANS; INSTALL AS PLAN WELDED TO PL. PER MANU. SPECIFICATIONS n l - - - - - - - - - - O 8"x8"x3/8" THK. Q —�— — — LIM 4- — — 7- — — — — — — — — — — —�— — — 4- — — 7- — — — — — — — STL. BASE PL. POST BASE PER MANU. SPECIFICATIONS 515 THK. I I ii _ _ _ _ _ _ _ _ _ _ _ _ �(j\ NEW FOOTINGS: PROVIDE (4) 1/2 HOOKED ANCHOR BOLTS EMBEDDED FINISHED STONE - - - - - - - - - - - - - - - - THK. STL. PL. � q, 4 GALV. L.H.D. — — — — O O O O INTO FOOTING MIN. 4" w/ OVERSIZED GAP PLATE 'A' - -1 WASHER $ END NUT SETUP 4° GONG. SLAB I/2 THK /� II I/2 THK. H.D. I/2" THK. I II EXISTING FOOTINGS: PROVIDE (4) " FOR CONNECTION OF 57L. COL. TO (5) 1-5/4" WIDE 5TL. PL. 1 �4 " 57L. PL. ��„ /4 1/2" THK. H.D. , GALV. THREADED ROD, DRILLED 4 EPDXY PINNED INTO EXIST. FTG. XV LVL LUMBER, OR (5) 2" WIDE OR (4) 2" WIDE GALV. PL. GALV. PL. USING QUIKRETE HIGH-STRENGTH DIMEN51ONAL LUMBER OR 5,25" WIDE PSL , , ANCHORING EPDXY (OR EQUAL) TO GAP PLATE B GAP PLATE G AN EMBEDMENT OF 6" BASE PLATE A FOR CONNECTION OF STL. COL. TO (5) 2" WIDE FOR CONNECTION OF STL. COL. (5) 2" WIDE GRADE // /\/ BACKFILL DIMENSIONAL LUMBER w/ (2) 1-3/4" WIDE LVL LUMBER DIMENSIONAL LUMBER w/ (2) 1-3/4" WIDE LVA \/ EVERY bD LUMBER, AS WELL AS (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE DIMENSIONAL LUMBER \/\//�\ EXTEND FOUND. WALL 4 FTG. AT d \ \ \ COL. PER FOUND. PLAN;PROVIDE -� STEEL COLUMN CAP � BASE FLATS DETAI LS a \/\//\/ ADDITIONAL (2) #5 VERT. REBAR z \ \ \ IN GONG. WALL BENEATH COLUMN A_401.0 ' 4 (1) #5 HOR. REBAR IN SCALE: 5" = 1'-0" ° \\"\\%/\\j ENLARGED FT6. ° r• EXTERIOR MASONRY DECK FOUND, WALL 4 FT6. AS PER 8 DETAIL X/A-XXX 2'-O" LAP PROVIDE 3" (MIND GONG. COVER ---------- ----i=--�{- A-401.00 ��fi`M�G�ST COL. I=TC. I7�T�1 L z OF ALL REBAR WITHIN P. GONG. I jl SCALE: 5/4" = 1'-0" w FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING I I) AS PER CONNECTION 'D' IN I I 1 "TYPICAL NAILING/STRAPPING --------__-* V PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" I III II PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. I I (WHEN APPLICABLE) ------- -- -- _ FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES I I j I H NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (TYPJ Q I I I 0 TERMITE SHIELD #5 BENT < NEW 5/8 HOOKED ANCHOR O I PROJECT: „ REBAR (TYP.) 1 NI BOLTS ® 34 O.G. w/ 3" SQUARE (V I HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS WASHER 4 ENDNUT I I I PROVIDE STEPPED FOUNDATION WALLS b'-0" OR GREATER IN HEIGHT WITH Q UAC K E N B US H ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: NEW #4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM, MIDDLE, 4 TOP OF WALL (3 TOTAL) ® TOP 4 BOTTOM OF >8': #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) RENOVATION Ga I I I NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) I e jla ° I I WALL (MIN. 4,000 PSI) NEW #6 VERT. REBAR ® FINISHED FLOOR #b HOOKED VERT._ II I REBAR ® 32" O.C. ai;; HALL He 6+T ABOVE 1505 H IAWATHAS PATH EXIST. FOUND. WALL II NEW #FOOT'4 VERT. REBNO AR®' _ SOUTHOLD N.Y. 11971 II ' II CORNER GONNEGTI ON : d 48" O.G. ELSEWHERE FINISHED d 11 NEW #5 HOR. REBAR ° e, . e ..• . q e °: e GRADE II SPACED VERTICALLY °�=a • . . "---,�--q=== --- I ° _ —---- --nad _ °- 12" O.G.;DRILL e ___ 11 GRADE EPDXY PIN 4" INTO LII` ° °q ° °.°.' . II d e' : e GRADE ;,, DRAWING TITLE: ASPHALTIC DAMP_ a PROOFING TO EXTERIOR II. d d e ° ° e II d EXIST. FOUND. WALL II DESIGN DETAILS USING QUIKRETE e HIGH-STRENGTH e= ==Qq=� II q a° e ° I #5 REBAR (TYP.) 2'-O" LAP I6 ° II e d ° d e . _41 I _ (TYP.J ANGHORI N6 EPDXY ° e 'I l q e . °: d e ,I I q ° ° 1 Q d 1L P. GONG. FOUND. WALL 1 --� ——— d 'a° I I d° <i e. .d 1 °. I6 e ° . 1 d d ° 1 _ -----r- -F--�- II d d" •a ° d ° BASEMENT (MIN. 4,000 PSI) {I q — -O I I I = -__= I( d 11 d' .c •e, ..° . II., d FLOOR m d ° 1 e u e� --------I_---- --------------- 41 -- �4" d � ° a ° q a ° da II Q _ f 1 �f p _ MIN. . a411d , • p• a e ° Maas _e_4==7 1 °—.e. q—d ° PAG E� d" (17 �I ° II e a d d C---- -#--- 11 #4 HOR. CONT. REBAR ® °11 - I I II n. a °. ae, II d I ° A- m _ — ---z� {Ia. q q°' .. ° a e d a °..dll p d °. a dI a q a 'a' a 11 a a a OLOO TOP, MIDDLE, 4 BOTTOM OF- 11 z I I 1 II �- == WALL (3 TOTAL) I� CS' --------------h-—IL--I------- II _ 1 -=----�___�_s . �. _--------------- 4 F-CRF-55 VIII NDON NELL DETA I L '° °• t--^'a-- --� Td � ° 11 it II •.° . ° II d - /� a 1111° . .$ 'II d.. . ° a ^� .•.1I .-- I e uI I° :• A °.. (t1 11 I M sl A-40 1.00 II I Ii J11P 11 m I i I i I d a . ° • ° q .d SCALE: I/4 DATE: :10/30/23 P. GONG. CONT. FTG._ I I° I I l (MIN. 4,000 PSI) __= d 11' __�- Il 'e - Q-> II II III NEW #5 HOR. REBAR =_ -_ I1 ° °" a�_:-- - __'. ac X111 -�' d° V.I.F. NUMBER OF STEPS REQUIRED 12 0 F 16 11, I I I #5 BENT d I I q {III 1 ° (3 TOTAL) - DRILL 4 (3) #5 HOR. CONT. REBAR- I 1 REBAR (TYP.) " • e I EPDXY PIN b INTO d II' °.. = II II Illl" EXIST. FTG. USING ° I I _' __ 4 P. GONG. SLAB- I� - ry II I d e d 11° ° �___ _ __--1111 - PROVIDE 3" (MIN.) GONG. COVER Ii I I QUIKRETE ° {1 =_-__- = =P' ^ a q OF ALL REBAR WITHIN P. GONG. d e 1 ( HIGH-STRENGTH - a °11 8 II d II FOUND. WALLS 4 P. GONG FT6'S. _ fl ' i i I ANCHORING EPDXY q ° d. 1111 d II • II l �� ° ��I - I I (OR EQUAL) =====11I �u=„ _=___= " -1 °• 'meq dJ II' 11 <d �:. HOOKED BENEATH HORIZ. REBAR - 1== NEW #4 BENT VERT. REBAR ® 16 O.G. b MIL POLY T d <m I I I II d MOISTURE RETARDER I - I I I I I o^� Il ---- —"s ?•. ^, k I •I`-6 1111 ; d °II ° NEW Ib" WIDE x 8" DEEP. P. GONG, 4" GRAVEL BASE STEPPED FT6. (MIN. 4,000 P51) PROV. GLEAN COMPACT FILL - m a 3" MIN. NEW #5 HOR. REBAR (3 TOTAL) <. d 'T' GONNEGTION MIN. �.' .F EXIST. FTG. er+Y l o FOUNDATION NALL DETAIL I I REBAR OVERLAP DETAIL 12 57EFFED FOUNDA71 ON DETA I L A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" IA-401.00iSCALE: 5/4" = 1'-0" a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L..G. NEW FOUNDATION WALL J cz 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL \v' Q •�' CV WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O O P05T FOR b" WALLS), U.O.N.NEV4 2-HR FIRE RATED } 0 WOOD FRAME (L G. 5TL. CV z O WHEN APPLICABLE) a •cu ul c X :3 N STRUCTURAL PLAN NOTES POST 8 COLUMN DESIGNATIONS: O O O C4 POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED -c 0 m a..i ,_ AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY � L0 SPLICED STRUCTURAL MEMBER: 4-JN SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED C O c6 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES +6 STANDARD Q ,_ a O ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. ® STACKED POST/COLUMN: 8-0 ®--� (2) 2"x4" P05T g2 (2) 2"xb" POST LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. 5TAGKED POST/COLUMN: Mj--E� (3) 2"x4" POST g3 (3) 2"xb" POST LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON C - - - - - 7- FLOOR BELOW. A4 (4) 2"x4" POST B4 (4) 2"xb" POST LOAD BEARING WALL (ABOVE): AS INDICATED BY DASHED OUTLINE. in ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2'X4" POST B5 (5) 2"xb" P05T UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. INTERIOR LOAD BEARING WALL v 1 O - 3B 3-I/2 O.D. SGH 40 5-I/2 O.D. SGH 40 AS INDICATED BY HATCHING. �� 5TL. COL. (ASTM �� 5TL. COL (ASTM n l ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON LJ AI23) BY SIMS IJ AI23) BY SIMS W -A F.J. OR BEAM (WHEN APPLICABLE) BE°LOW. STEEL (OR EW STEEL (OR EQ.) (LJTJI HOLD NN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-003 O HOLDOWN (FOUNDATION TO IST FLOOR): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: R 4C. HOLDOWN 'C' AS PEPAGE 6-003LL z0 ONEW ATTIC ACCESS - PULL DOAI STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT w N-a U 5 I. MIN. 350 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 2.SIZE TO FIT MECH. EQUIP. THRU OP=NIN6 (MIN. 22"x30") DOWNWARD FROM THE BOTTOM OF EX15TINS ADJACENT FOOTIN65. V cO- L- 5. 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. k 4. WEATHERSTRIP ACCESS OPENING it PROVIDE R-49 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ;b lZ • INSULATION ABOVE w/ WD. FR. (OR EO.) BAFFLE OR SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR 3,-0, V.I.F. EXIST. (3) wo RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 0 V.I.F. EXIST. (3) 2"x8" 2"xb" RIM ® p'iQ DWELLING WHEN OPENED, AS PER I4YS EGG R402.2.4 ENCOUNTERED. 6B RIM BOARD HDR OR BOARD HDR OR -i O (OMIT WHEN ATTIC. ACCESS DOES NOT PENETRATE nl PROVIDE NEW PROVIDE NEW 00 THERMAL ENVELOPE OF BUILDING). 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. IL p Q 5. INSTALL A5 PER MANU. SPE L 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT N l0 6.CONSULT H.O. FOR PRECISE LOGA�'ION OF ACCESS. - 17 17 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. _ 3 j NEW UN-REINFORCED P. GONG. S.-AB: UB IV.LF. EXIST�s) 2"x8" z Q 6 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ® RIM BOARD HDR OR 2. 6 MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE PROVIDE NEW 3. 4" (MIN) GRAVEL BASE COATED. b -i x 0 MODIFIED 0� 6B NEW REINFORCED P. GONG. SLAB_ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS BATHROOM # dJ i4 V I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON SHALL BE 5TA66ERED. �p x 0 O 2. 4" (MIN.) GRAVEL BASE ry�� I � 43.3 S.F. 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN IS PAD FOOTING (EXISTING): PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES N Q 7A V.I.F. EXIST. 24"x24"x12" DEEP P. GONG. PAD FOOTING (MIV. COVERACE5, AND PLUMBNESS. Xo 0 ;p X X Lu Lu SIZE), IN 600D CONDITION, BENEATH EXIST. STEEL COLUMN. W I - CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 8. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT X PAD FOOTING (NEW) CONCRETE. >IK. 3-J%2 3-3 4-1y2' 3-1y2 4-8y2" 2-4 7-Oy2 6-Ily2 75 NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING AS I6 PER DETAIL 4-A/401. GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE 7D 70 -IA PAD FOOTING (NEW) 0 7B 7A 5 - 7A G 7A 7C. NEW 30"x30"x W' DEEP P. GONG. PAL) FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - 3 AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE I I I 17 17 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. _ PAD FOOTING (NEW) � EXIST. (3) 2"x8" EXIST. (3) 2"x8" 7D NEW 36"x36"xl8" DEEP P. GONG. PAD FOOTING AS 2• SPECIFICITY OF CONCRETE DES16N MIX SHALL BE BY OTHERS. G J L C DROPPED BM. _J DROPPED BM. 12 PER DETAIL 6-A/401. (NO SISTERIN6 REO.'D) (NO SISTERIN6 REO.'D) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL � I CONTINUOUS FOOTING (EXISTING)_ CONFORM TO AGI 306. SISTER I 1.-15"x7.25" i 13- V.I.F. EXISTING 24"x12" DEEP P. CONC,. CONTINUOUSv 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / T.J. 2.0E LVL TO EACH SIDE OF FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO V -� EXIST. (3) 2"x8" DROPPED BM; V -a MIN. V-O" BELOW GRADE, IF FOUND OTHERWISE, TEMPERATURES WITHIN 10° F OF CONCRETE. 0 AT EXI5T COLUMNS, ENSURE 017 CONTACT ARCHITECT. - BEAM SPLICE PRESENT d SISTER NEW 3 1.75"x7.25" u. IY, 7C. T.J. 2.OE MIGROLLAM V CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW, x 0 REPLACE COLUMNS (PROVIDE LVL TO EXIST. F.J. x O SB NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REO'D. cV W x ® GAP PLATE PER DETAIL '7/A-401 ® BETWEEN NEW COLUMNS cV PER DETAILS 10-A/401 (® FOUNDATION WALL) 8 p zI 7 TO ENSURE BEARING SUPPORT ? C 2-A/301 (® EXTERIOR. MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE �z c . TO FULL WIDTH OF BEAM) 2 ! . N WHERE NEW FTG. ABUTS EXIST. FTG., DRILL d EPDXY PERMITTED WHEN NECESSARY. 1- Q dJ J~1 0 N X PIN CONT. HOR. REBAR (SIZE/COUNT PER DETAIL) w/b" Q' x X x X I6 � W N X uj EXIST. 2"x8" F.J. ® I6" O.C. N w 0 F- EMBEDMENT INTO EXIST. FTG. USING QUICKRETE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER lu , AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. F ® GUT ® EXIST. FOUND. WALL Q ® W HIGH-STRENGTH ANGHORIN6 EPDXY (OR EQUAL). _ X FASTEN TO NEW FOUND WALL X OSTRUCTURAL PERMAGAST COLUMN (8.000 LBS): 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. > w V (OR PROVIDE: NEW F.JJ w 0 2 a° STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. V 8,000 1-55 LOAD SEARING CAPACITY. BEAM q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 NEW (2) 2"xb" COLUMN, AS PER MANUFACTURER SPE-CIFICATIONS. (ASTM 0494/04Q4M, TYPES G AND E). RIM BOARD HDR 95 PERMAGAST COLUMN FOOTING (c:,ONT. FTG.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL - 17 t7 PERMAGAST COLUMN UPON EXTENDED FOUND. WALL E FTG. AREAS EXCEED ONE SQUARE INCH. 6A PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. W WALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED cV Q GONG. FTG. BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS SEE ALSO DETAIL di-A/401. REACHED A COMPRESSIVE STRENGTH OF 800 PSI. - - - - - - - - - - - - - - TYPICAL P. GONG. FOOTING 4 WALL CON5TRU07ION: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 14 4C. 10 l0 4C. PROJECT: 10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL b" 9B • ANCHOR BOLTS AS PER PAGE 6-003R Ls is • P. GONG. FOUND. WALL AS PEDETAIL 10-A/401 UPON 501E QUACKEN BUSH BEARING CAPACITY NOTE: _ • P. GONG. FOOTING AS PER DETAIL. LISTED SEPARATELY STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL • _ "� RENOVATION • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF 1.0 TON/S.F. 13 • B.O. FOOTING 5'-0" BELOW 6RADE: MIN. • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 13 14 APPLICABLE) - - - - • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 15'-0" 5'-5" 1505 H IAWATHAS PATH FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE) SOUTHOLD, N.Y. 11971 • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, DRILL d EPDXY PIN #5 HOR. REBAR ® 12" D.G. (SPACED VERTICALLY) w/ 4" EMBEDMENT INTO EXIST. FOUND. WALL USING OUIGKRETE HIGH-STRE:N6TH ANCHORING DRAWING TITLE: EPDXY (OR EQUAL). LATERAL SUPPORT OF FLITCH BEAM PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM PROPOSED FOUN17AT1 ON 5TRUGTURAL PLAN PARALLEL F.J. TO ENSURE ADEQUATE'_ LATERAL BRACING OF STRUCTURAL MEMBER. 12 BEAM POCKET SCALE: 1/4" = 1'-0" EXISTING BEAM POCKET;ENLARGE IF REO.V BY NEW WIDTH OF SISTERED BEAM 13 STEPPED FOOTING PAGE: NEW FTG. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AS PER DETAIL 12-A/401. W.F. EXIST. FTG. DEPTH. OTYPICAL CLOSED FOUNDATION 14 ® PORCHES / PATIOS: S-1.0 =1 0 0 0 1. SEE DETAILS I-A/301 d 2-A/301. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER FLASHINO FROM 12" BO D AnJACENT TO SLAB, DATE: 10/30/23 13 OF 16 BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER d TO MAIN FOUND. RA15ED WALL HEIGHT IS PROVIDE NEW 2x FRAMING ® Ib" O.C. d DOUBLE TOP PLATE ^��°'• - ,�� , UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO �',�• ,;�..;;, '° .y„•� 8'-0". CONNECT ALL EXISTING B NEW FRAMING TOGETHER w/ y `) �f,`, f .�• '< , SIMPSON C520 STRAPPING (OR APPROVED EQUAL) ® EXTERIOR WALLS b INTERIOR LOAD BEARING WALLS. STACKED COLUMN NOTE: ' I6 IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT , p FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID BLOGKIN6 AS REO.'D TO ENSURE FULL BEARING BETWEEN M s > THE GAP PLATE it INDICATED POST/COLUMN ABOVE. SOLID CMU BLOCK WALLS: 17 V.I.F. EXIST. CMU BLOCKS BENEATH N'=W POST/COLUMN FILLED SOLID w/GROUT. IF EXIST. CMU CELLS EMPTY, FILL SOLID THROUGH TO EXIST. FT6. USING TYPE "5" GROUT. OENE AL 5'YtN f50L EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.6. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. � J t>3 STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL IN WOOD FRAME (L.6. ST,_. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = 67 O POST FOR b" WALLS), U.O.N. - 'a } 0 NEW 2-HR FIRE RATED d� _ WOOD FRAME (L.G. ST._. (V z O WHEN APPLICABLE) a 'cu C X :3 fV STRUCTURAL PLAN NOTESPOST 4 COLUMN DESIGNATIONS: O O O 4-+ C1 P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED _c O m �+ V_ AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY 4-+ 4-JLo OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED C CV O co STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FR OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD Q a Q FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. ® STACKED POST/COLUMN: q2 (2) 2"x4" POST (2) 2"xb" POST LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. STACKED P05T/COLUMN: q3 (3) 2"x4" POST B3 (3) 2"x6" POST 2B LOCATE INDICATED PO5T/COLUMN ABDVE P05T/COLUMN ON FLOOR BELOW. A4 (4) :2"x4" POST B4 (4) 2"xb" POST LOAD BEARING WALL (ABOVE): AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST 755 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3B INTERIOR LOAD BEARING WALL: 3-1/2" O.D. SGH 40 5-1/2" O.D. SCH 40i U A5 INDICATED BY HATCHING. �� STL. COL. (ASTM n--n STL. COL (ASTM NEW (2) 2"x10" HDR NEW (2) 2'x10' HDR • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON L-1 AI23) BY SIMS AI23) BY SIMS __ _ __ _ 7Flzr`: l!F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EQ.) STEEL (OR EQ.) �� HOLDOWN (IST TO 2ND FLOOR): (HOLDOWN 'A' AS PER PAGE 6-003 HOEDOWN (FOUNDATION TO IST FLOOR): POURED CONCRETE AND STEEL REINFORCEMENT NOTES:HOLDOWN '0' AS PER PAGE G-003 _xU ONEW ATTIC ACCESS - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT two ® (Am I O c 5 1. MIN. 350 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTINGS. U 0 ( N T�1 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 4.WEATHER5TRIP ACCESS OPENING 4 PROVIDE R-49 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION z • SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR N INSULATION ABOVE w/WD. FR. (OR I:Q) BAFFLE OR cv 1 iv � w V, RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3 N PROPOSED N II z DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ENCOUNTERED. u ; DINING u 3 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE g� ROOM 3A I Q 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. 07- 14 DAYS. NEW(2) NEW (2) B2 83 THERMAL ENVELOPE OF BUILDING). 2"x10" HDR 2"x10" HDR NEW (3) 2"x10" HDR 210 S.F. 5. INSTALL AS PER MANU. SPEG.'s 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT - - - - - _ b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 4 _ _ ___ _ _ __ REF _ _ - _ _ B3 NEW UN-REINFORCED R GONG. SLAB: NEW (3) 1.75 xlb' T.J. 2.0E MIGROLLAM LVL BM. UPSET I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL IY INTO WALL ABOVE (FLUSH w/ BOTTOM OF F.J. 4 G.J.); 4 2. 6 MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE Q I O 0 Q BEAM SHALL NOT BEAR UPON POCKET DOOR HDR 5. 4" (MIN) GRAVEL BASE COATED. NEW REINFORCED P. GONG. SLAB_ b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Ox �mm v 68 iy I - Oz� MODIFIED 0 NEW 2"x8 F.J. ® I6' O.G. 1 I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON SHALL BE STAGGERED. m z1f W EVERY OTHER F.J. w 2. 4" (MIN.) GRAVEL BASE i^y O KITCHEN m DOUBLED (® 32" O.G.) ( z x -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN 1 iV �� O O ® 129 S.F. m N PAD FOOTING (EXISTING): PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, w PROP. F LAUNDRY NV_ - ® _S w 7A V.I.F. EXIST. 24 x24 x12" DEEP P. GONG. PAD FOOTING (MIN. COVERAGES, AND PLUMBNESS. z I WALK-IN N ROOM M� z SIZE), IN 600D CONDITION, BENEATH EXIST. STEEL COLUMN. CL. X ® 52 S.F. d� z® X CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 5. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT 59 S.F. w zx w� d) z® CONCRETE. PROP. Q z - - iv w Q > $ z PAD FOOTING (NEW) MASTER pp 1B NEW 24"x24"x12" DEEP P. GONG. PAD 'FOOTING AS N ATHFOOM X fYN N p� PER DETAIL 4-A/401. O # w 0. x WN B2 B2 GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 5 S.F. A2 3B V.I.F. IST. (2) Lc �� NEW (3) 1.75'x1.25' T.J. 2.OE MIGROLLAM PAD FOOTING (NEW) 2'x8 HDR - NEW (3) 1.75"x7.25" T.J. 2.OE II LVL w/(2) THK. STEEL FLITCH PLATES 3A 7G NEW 30"x30"x W' DEEP P. GONG. PAD FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW (2) (MIN. SIZE:) OR � - FLUSH $M. BELOW WALL ABOVE_ AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 2"x10" HDR PROVID NEW 2B MIGROLLAM LVL w/(2) THK. _HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. _ STEEL FLITCH PLATES FLUSH BM. NEW (2) � L-15� _ .. FAD FOOTING (NEW) 2"x10" HDR NEN 2 "x9.5" T.J. A3 B2 II 7D NEW 36"x36"xlb" DEEP P. GONG. PAD FOOTING AS 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. ^pr 3B 2.0E MIG�OLLAM V.I.F. EXIST. 2"x8" F.J. Q LVL -iDR 3B NEW 2"xb" F.J. ® I6" O.G, PER DETAIL 6-A/401. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 2 I6" O.C;GUT 4 FASTEN w/ w/EVERY OTHER F.J. CONFORM TO AGI 306. 3 1 NEW SIMPSON LUS26 HNGR. DOUBLED (® 32" 0.0) ® CONTINUOUS FOOTING (EXISTING): z x 2B 0 UPSET 4 FLUSH BEAMS V.I.F. EXISTING 24"x12" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / N ( - - - - - - FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO - - L - MIN. 3'-0" BELOW GRADE. IF FOUND OTHERWISE, . _ d) c0 _ _ _ _ _ _ B3 d) 0.r TEMPERATURES WITHIN 10 F OF CONCRETE. x x - - - x 0 CONTACT ARCHITECT. rid " . A4 NEW (3) 1.75 x16 T.J. 2.OE MICROLLAM LVL BM. UPSET XIS ( iv.,x CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N F� iV �� INTO WALL ABOVE (FLUSH w/BOTTOM OF F.J, 4 G.J.) GARAGE N N z bB NEW Ib"xb" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REQ'D. U1, �, ® ® I `-N w PER DETAILS 10-A/401 (® FOUNDATION WALL) 4 w X%D w X%DN z Q Q 2-A/301 (® EXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE z w- z ui- -i `n g ? N I N z WHERE NEW FTG. ABUTS EXIST. FTG., DRILL 4 EPDXY PERMITTED WHEN NECESSARY. V-j V® V Q-1MODIFIED Q J w PIN CONT. HOR. REBAR (SIZE/COUNT PER DETAIL) w/6" N lu U1 lL x Z LIVING ROOM u z w IL p EMBEDMENT INTO EXIST. FTG. USING PEROUICKRETEDETAI 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR HIGHER N PROP. MASTER N w w�j� - z Z AND SHALL BE WITHIN IO• F OF CONCRETE TEMPERATURE. O BEDROOM #1 0 - - IL 251 S.F. N y w HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). F IN (8.000 LBS): wa S.F. N v- ® STRUCTURAL PERMAGAST COLUM 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. X V X N 93 STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. w 0 w w 0 NEW 2"xb" F.J. ® I6" O.G. 0 8,000 LBS LOAD BEARING CAPACITY. BEAM 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE u,. z 1__ z j .. w/EVERY OTHER F.J. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 DOUBLED (® 32" O.G.) q COLUMN, AS PER MANUFACTURER SPECIFICATIONS. (ASTM 0494/0494M, TYPES G AND E). Q - B3 -- - - - -- r---------------- ------------ - - --- ----- -- PERMAGAST COLUMN FOOTING (CONT. FTG.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL B3 9Bw- ------------------ PERMAGA5T COLUMN UPON EXTENDED FOUND. WALL 4 FTG. AREAS EXCEED ONE SQUARE INCH. Z= NEW(3) 1.75"x14" T.J. 2.0E MIGROLLAM LVL BM. UPSET PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. N NEW (3) 2x10" HDR 4A INTO WALL ABOVE (FLUSH w/ BOTTOM OF F.J. 4 G.J.) WALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED - - - B2 Q GONG. FTG. BY AN ADDITIONAL (I) #5 REBAR. TO REPEATED FR:EEZIN6 AND THAWING UNTIL CONCRETE HAS 4 4C - 4 40 SEE ALSO DETAIL di-A/401. REACHED A COMPRESSIVE STRENGTH OF 800 PSI. NEW (2) NEW (3)2"x10" HDR V.I.F. EXIST. (2) 2"x8" NEW 2"xW G.J. ® 16" O.G. TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: 2"x10" HDR HDR (MIN. SIZE) OR PROJECT: 12, PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. PROVIDE NEW 10 • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD 4 SILL SEAL NEW 2"xb" G.J. ® I6" O.G. • ANCHOR BOLTS AS PER PAGE G-003 w/ SIMP50N LU526 HNGR. ® qA V.I.F. EXIST. (2) 2"xb" HDR Q UAC K E N B US H • P. GONG. FOUND. WALL A5 PER FLUSH BM. 4 LEDGER BD.DETAIL 10-A/401 UPON SOIL BEARING CAPACITY NOTE: _ (MIN. SIZE) OR PROVIDE NEW • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPA0I7Y OF 1.0 TOWS.F. NEW(2) 1.75"x7.25" T.J. 2.0E MIGROLLAM LVL FLUSH BM. R E N OVATI O N • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 9A APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 1505 H IAWATHAS PATH FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) SOUTHOLD, N.Y. 11971 • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, DRILL 4 EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED VERTICALLY) w/4" EMBEDMENT INTO EXIST. FOUND. WALL USING QUIGKRETE HIGH-57REW6TH ANCHORINe DRAWING TITLE: EPDXY (OR EQUAL). LATERAL SUPPORT OF FLITCH BEAM PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE: FLUSH BEAM FROM PROP05E 7 F I RST FLOOR 57RUGTURAL FLAN PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING OF STRUCTURAL MEMBER. 12 BEAM POCKET SGALI=: 1/4" = 1'-O" EXISTING BEAM POCKET;ENLARGE IF REQ.'D BY NEW WIDTH OF SISTER:ED BEAM O13 STEPPED FOOTING NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. F76., PAGE: AS PER DETAIL 12-A/401. V.I.F. EXIST. FTG. DEPTH. OTYPICAL CLOSED FOUNDATION S-102m00 14 ® PORCHES / PATIOS: 1. SEE DETAILS I-A/301 4 2-A/301. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:4b AWAY FROM BUILDING 3. FOR SLABS ABUTTING FR:AMIN6, INSTALL COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, DATE: 10/30/23 14 OF 16 BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/ #5 ® b" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. RAISED WALL HEISHT m 15 PROVIDE NEW 2x FRAMING ® 16" O.G. 4 DOUBLE TOP PLATE: UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO 5'-0". CONNECT ALL EXISTING 4 NEW FRAMING TOGETHER w/ a ,* SIMPSON 0520 STRAPPING (OR APPROVED EQUAL) ® EXTERIOR WALLS 4 INTERIOR LOAD BEARIN6 WALLS. ' ",' A STACKED COLUMN NOTE: ' I6 IN 51TUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT a A+ FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE -fir STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID BLOCKING AS REQ.'D TO ENSURE FULL BEARING BETWEEN ' THE GAP PLATE 4 INDICATED POST/COLUMN ABOVE. 0 OI7 SOLID CMU BLOCK WALLS: 6 V.I.F. EXIST. CMU BLOCKS BENEATH NEW POST/COLUMN FILLED SOLID w/GROUT. IF EXIST. CMU CELLS EMPTY, FILL SOLID THROUGH TO EXIST. FTG. U51N6 TYPE "S" &ROUT. (5E FERAL 5 I I " I50L <E"%r :: NEW 2 B NEW(2) IS B2 2B 15 NEW (2) NEW (2) 4 - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � 2,x10B2 " HDR 2"x10" HDR NEW (2) 2"AO" HDR 2"x10" HDR 2"x1o" HDR d 4 WOOD FRAME: (L.G. STL. Q EXISTING TO REMAIN WHEN APPL I GABLE:) -- --- - - - NEW WOOD FRAME (L.G. NEA FOUNDATION WALL p I O I w cz STL. WHEN APPLICABLE: - I ---I O 4ROF. MODIFIED. Co W O BATHROM #4 li Q 4-1 N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL iv I GL. PROPOSED Ln WOOD FRAME (L.G. STL.. POST FOR 4" WALLS c^y V 0) 54 S.F. V � � � WHEN APPLICABLE) ( I -x V ® 0 z� BEDROOM #3 O I = O MIN. (2) 2"xb" STRUCTURAL � O (, p 149 S.F. w � POST FOR b WALLS), U.O.N. ® x - p = -p 0 NEW 2-HR FIRE RATED ® P 7-0, o �, • ? N - 0� I z � �. V ® NQ ® X L WOOD FRAME (L.G. STL.. w BA ROOM #� � m w I - z WHEN APPLICABLE) z 60 S.F. c0 O ? �Q z iv O O N 0 PROPOSED v $ N 0- '� L0 N lu FAMILY ROOM ,,,��z II U POST 4 COLUMN DESIGNATIONS: ® 196 S.F. N A2 O 0 O 4- 1 STRUCTURAL PLAN NOTES POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O 2B 515 g � N a 2B ENSURE POST FALLS 2 ( m Z 0 N A 0 r- AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY NEW (2) lL 3 UPON GARAGE WALL a-J � L0 OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED A3 A NEW (2) DIRECTLY BELOW N dco STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD 2"x10" HDR 2x8 �I 0 ACROSS BEARING POINT. PROVIDE (OF' V.I.F. EXISTING) - r F USH BM _ FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. NEW (2) NEW (2) q2 28 ;dJ 3 p STACKED POST/COLUMN: w 2"x10" HDR SB 2"xIo" HDR 0_ 3B 3B ® m- -� (2) 2x4 POST g2 (2) 2"xb" P05T -.p I 5B I AS N-�V p LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN MOD. I m O a ON FLOOR ABOVE. n1 2B STACKED POST/COLUMN: A3 (5) 2"x4" POST B5 (5) 2"xb" POST O I GL. ( F �� W O Q 7 S.F. - EW (5) I.'15"x'1.25" T.J. 2.OE w V N W MICR LLAM LVL RIM BOARD HDR z 0 N LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON --�� _ _Q_ FLOOR BELOW. _ _ A4 (4) 2"x4" POST B4 (4) 2"xb" POST LOAD BEARING WALL (ABOVE): 5 AS INDICATED BY DASHED OUTLINE. MODIFIED y_O 35 SB PROPOSED V U I O ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY AS (5) 2"x4" PO5T B5 (5) 2"xb" POST U BEDROOM #2 w0 V BEDROOM #4 "j dJ O x UPON F.J. OR BEAM (WHEN APPLICABLE:) BELOW. � � 22"7 S.F. N 0 � O 1"15 S.F. -j � SB INTERIOR LOAD BEARING WALL: 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 iv 0 I iv �_ v I N • A5 INDICATED BY HATCHING. I 0 Lu BTL. COL. (ASTM STL, COL (ASTM ® in 0 ® PROPOSED ENSURE WALL x w ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON G D w J w A125) BY SIMS A125) BY SIMS z �!w z FRAMED UPON iv F.J. OR BEAM (WHEN APPLICABLE) BELOW. r- STORAGE M STEEL (OR EQ.) STEEL (OR EQ.) x� GARAGE WALL ^ 1 1 1 HOLDOWN (IST TO 2ND FLOOR): raj I (UNCONDITIONED) DIRECTLY BELOW HOLDOWN A' AS PER PAGE 6-005 - HOLD OWN (FOUNDATION TO IST FLOOR): N> 112 S.F. (z Oo HOEDOWN 'G' AS PER PAGE 0-003 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: ^Q K 2B Eli52 O5 NEW ATTIC ACCESS - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT U I. MIN. 550 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND w O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. z x ( x 10 (2) NEW(2) NEW 5. DBL. FRAMING WHEN NEW OPENING, U.O.N. N -� 4 2"x10" HDR 2"NEN HDR 4 4.WEATHERSTRIP ACCESS OPENING b PROVIDE R-49 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION - - - • INSULATION ABOVE H/WD. FR. (OR EQ.) BAFFLE OR SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR /1 RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER NEW (2) NEW (5) 2"x12" HDR NEW (2) W DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ENCOUNTERED. 4 2"x10" HDR 2"x10" HDR 4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. Q THERMAL ENVELOPE OF BUILDING). 5. INSTALL A PER MANE. E 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT b.CONSULT H..D. FOR PRECISE LOCATION OF ACCESS. 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GODS. NEW UN-REINFORCED P. GONG. SLAB: b I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 2. 6 MIL POLY VAPOR BARRIER UPON COATEDW .15 GRADE 60. WM FOR SLABS DO NOT NEED TO BE 3. 4" (MIN.) GRAVEL BASE COATEDPROPOSED SECOND FLOOR STRUCTURAL PLAN ONEW REINFORCED P. GONG. SLAB: b. U.O.N., REBAR LAP5 SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS = I'-O" 6B I. NEW 4" THK. P. GONG. SLAB H/b"xb"-10/10 W.W.M. UPON SHALL BE STAGGERED. SCALE: I/4" 2. 4" (MIN.) GRAVEL BASE PAD FOOTING (EXISTING): 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, "lA V.I.F. EXIST. 24"x24"x12" DEEP P. GONG. PAD FOOTING (MIN. COVERAGES, AND PLUMBNESS. SIZE), IN GOOD CONDITION, BENEATH EXIST. STEEL COLUMN. CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 8. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT PAD FOOTING (NEW) CONCRETE. �B NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING A5 PER DETAIL 4-A/401. GONCETE - GOLD WEATHER POURING b CONCRETE MIXTURE 8 0' FAD F0071NO (NEW) r- - - - - - - - - - - - - - - - 7C NEW 50'x50"x18" DEEP P. GONG. PAD FOOTING 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - - - - - - - - - - -AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. PAD FOOTING (NEW) I I I 7D NEW 56"x56"x18" DEEP P. GONG. PAD F007IN6 AS 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. PER DETAIL 6-A/401. 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I a CONFORM TO AGI® 506.CONTINUOUS FOOTING (EXISTING): I fz p v p V.I.F. EXISTING 24"x12" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND N a N ;p FOOTING (MIN. SIZE) IN 600D CONDITION, BEARING AT SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO MIN. 5'-0" BELOW 6RADE. IF FOUND OTHERWISE, TEMPERATURES WITHIN 10° F OF CONCRETE. PROVIDE SIMP50N AC6 POST GAPS AT I I 3 ® N w CONTACT ARCHITECT. ALL POST-TO-RIDGE BEAM CONNECTIONS I ( �z z CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N 8B NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REOV. PER DETAILS 10-A/401 (® FOUNDATION WALL) b B 2-A/501 (® EXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE B2 B B2 WHERE NEW FT6. ABUTS EXIST. FTG., DRILL d EPDXY PERMITTED WHEN NECESSARY. IE3 PIN CONT. HOR. REBAR (SIZE/COUNT PER DETAIL) H/b" - _ _ _ _ _ - - - - - - - _ - - - - _j - - L EMBEDMENT INTO EXIST. FTG. USING QUIGKRETE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER - - - - - - - - - - - - H16H-STRENGTH ANGHORIN6 EPDXY (OR EQUAL). AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W STRUCTURAL PEERMAGAST COLUMN_(8,000 1-55): b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. NEW 2"x10" R.R, NEW 2"x10" R.R. 9A STRUCTURAL SQUARE PERMAGAST COLUMN H/ MIN. 10® I6" O.G. 0 8,000 LES, LOAD BEARING CAPACITY. BEAM 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE w PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 N COLUMN, AS PER MANUFACTURER SPECIFICATIONS. (ASTM G494/G494M, TYPES G AND Ea. PERMAGAST COLUMN FOOTING (6 )N7. FTG.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 8:12 PITCH p 8:12 PITCH O qB PERMAGAST COLUMN UPON EXTENDED 1=OUND. WALL d FTG. AREAS EXCEED ONE SQUARE INCH. PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. �� O 0 00 HALL GONG.PTC. BY AENEATH N ADDIT ADDITIONAL (1)L. 4 INCREASE H#5RF:EBAR.L REBAR IN 11' TOCE CONCRETE IS RE REPEATED FREEING AND THAWICONCRETE ITIL CONCRETE HAS SHALL N07 BE SED X x Q cV Q cV QC] SEE ALSO DETAIL 9-A/401. REACHED A COMPRESSIVE STRENGTH OF 600 PSI. r�J a ® N TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: ^� v z 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. .�00., L - O O PROJECT: 10 • (2) 2"xb" P.T. SILL PLATES H/ COPPER TERMITE SHIELD E SILL SEAL z f cv `� • ANCHOR BOLTS AS PER PAGE 6-005 ETSOIL BEARING CAPACITY NOTE: ( QUACKENBUSH • P. GONG. FOUND. WALL AS PER DETAIL 10-A/401 UPON z • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL B3 2B I RENOVATION B3 2B • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF 1.0 TON/S.F. • B.O. FOOTING 3'-O" BELOW GRADE MIN.• 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN - - MIGROLLAM LVL RIDGE BM. NEW 2"x12" RIDGE BD. APPLICABLE) NEW 2"x10" R.R. NEW (2) 1.75" �xII.b'75" B2 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / T.J. 2.OE MICROLLAM U STOOPS (WHEN APPLICABLE) ® Ib O.G. B2 LVL RIDGE BM. I B2 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET d N 1505 H IAWATHAS PATH FOR HEIGHT OF WALL b SLAB (WHEN. APPLICABLE) • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, V IU v da o z SOUTHOLD DRILL 4 EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED p VERTICALLY) H/4" EMBEDMENT INTO EXIST. FOUND. N x tY �' j,, WALL USING QUIGKRETE HIGH-STRENGTH ANCHORINS � cV - It 0� Q� �� w O� EPDXY (OR EQUAL). p 3: 0 ® oQQ'' DRAWING TITLE: LATERAL SUPPORT OF FLITCH BEAM o x NPROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM = L w U V � V ?�� N ` 3 �I�u PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING x w ( O} 6:12 PITCH ^ 8:12 PITCH 07 OF STRUCTURAL MEMBER. in ( ;fl p �-� z p 8:12 PITCH r• b:12 PITCH y M BEAM POCKET - _ 12 EXISTING BEAM POCKET;ENLARGE IF R.EQ.'D BY NEW WIDTH X ® Q 3 ® ( ® NEW 2"x10" R.R. z NEW 2"x10" R.R. OF SI STERED BEAM 0 ® 161, O.G. ® 161, O.G. Iu STEPPED FOOTING z IS NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTS,., ( B2 2B PAGE: AS PER DETAIL 12-A/401. V.I.F. EXIST. P'TS. DEPTH. NEW 2"x10" R.R. NEW 2'x10" R.R. TYPICAL CLOSED FOUNDATION ® Ib" O.G. ® Ib" O.G. - - - - - - - - - - - - - - - - - - - - - - - 14 - - - - - - - - - - - - - 0 PORCHES / PATIOS: S-103m00 I. SEE DETAILS I-A/301 8 2-A/301. g2 0 BI 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY © �L _____-_ f2 Q i W W f>3 J m Q w C Ln07 O i >: (.0 p O N0 0 CL •Co Lr) c X : N pO O +-+ (D O m r- c ON � cam Q W D 4- U •— (1) D 4-J m • - _c + U Q • — U) LJL 4� O L /l\ 4" FRESH AIR VENT J `THROUGH ROOF 0 U Q 3" T 0. �u 1 �� ATTIC,/ROOF k Z -�_ d p-,z PROPOSED 1 2" PROPOSED --- -11 BATHROOM #5 _ __r--�--- t - BATHROOM #4 _r ____ _I I I I I PROPOSED PROPOSED I I BATHROOM #5 BATHROOM #4 OTE: 0 I 1 I 1 NOTE: ALL PLUMBING 6 0 I „I 1 „I 1 I I ALL PLUMBING WORK FUEL OAS WORK I 2 1 2 d 2 1 1 12„I Q, I SHALL CONFORM TO O SHALL CONFORM I I I 2„ 2 I 1 PROVIDE "ABESGO FF200 FR Q4 04 LOCAL PLUMBINO CODE TO LOCAL PLUMBING CODE # 0 I I I 1 I EXPANDING FOAM” (OR EQUAL) � I I Q4 I Q4 � 0 � I I i I AT ALL PENETRATIONS IN FIRE pQ I I !� i 1� � z0 FUEL OAS I L11 RATED WALLS AND X I 1 1 I U 1 W'�' I I W F FLOORS/GEILINO5. PRODUCT 0 I I U I V EO ND tw(1 1- , I I I- I I CONFORMS TO A5TM E 814, In p� I� I� I PIPING PENETRATIONS: ISHOWER I I 3 I� I .0 W.G. _ I o�ASTM E 84, AND UL 1479 I $� �U I j= m x jU ?� V W G m _____ HOT WATER I EXPAND PROVIDE FOAM' (OR E0 FR L) — - I N SHOWER iv l ry l n SUPPLY G.O. 2" S 2 I 3 G.O. I �I �I I `I j- �1 :N _ _ TUB AT ALL PENETRATIONS AT WALLS PROPOSED MASTER PROP. LAUNDRY RM. MODIFIED I `'�--------- _-- -------- J�-------- -� GOLD WATER AND FLOOR5/CEILIN0S. BATHROOM #2 L.._. _. _. _.._. T ..........L.._.._.._.._..L.._.._.I._.._.._.._.._.._l. I— - - 2.PRODUCT CONFORMS TO ASTM E ------- ------- KITCHEN �I SUPPLY MODIFIED PROP, V4, ASTM E 84, AND UL 14'(9 ___ 7- I -, NOTE I PROPOSED MASTER PROP. LAUNDRY R�1. MODIFIED I KITCHEN LAUNDRY ------ I _ I I I ALL PLUMBING WORK I BATHROOM #2 KITCHEN 11 RM 1 I i I I I I PROVIDE "ABESGO FP200 FR I I I i I I I SHALL CONFORM TO I I EXPANDING FOAM" (OR EQUAL) a0 I 1 I I I I I LOCAL PLUMBING CODE I j l AT ALL PENETRATIONS IN FIRE 0 0 2'I 2 I I I 2111 1 2 1 2' RATED NALLS GLEAN OUT O I I I FLOORS/GEIL NOS• 1PRODUCT u I I I I I I 3" 1 0 I j 1 CONFORMS TO ASTM E 814, IL V> AS REO D Ul I I I I I I 15 IL I 1 I A57M E 84, AND UL 14-19 Z LL I I I I EXIST. F.A.I. TO I I I Q I Q4 I I w REMAIN a� I I Q4 I I Qj I j `J I I w 2 p� I RANGE 0 ISH I I- I 2 rVH DIS++ Zw � _ � 1 1c�> SHER WASHER I m I 1= I U - I 1= tt�l - 1 I I t1�2 DRYER „ N I :N N I= SHOWER N I .N iV 1 1 NI I all TI 3 G.O. 1 �I I- �I :N il �I I WASHER - 1 DW 11 L --------7----1 ------I-- --�=--------1-----J CONNECT TO MODIFIED I r.0. L_.._.. C._ _.._I._.._.._.._.. _.._..7r..._.._i _ . _. _.._�._. _.._..I_.._.._.. _..J EXIST. WATER MEGHANIGAL OAS SUPPLY PROPOSED 500 GALLON BATHROOM #I _ 1 411 I MECHANICAL I j 3: •� MODIFIED j SUPPLY SYSTEM H AREA BURIED PROPANE TANK _ 4" HOUSE 3:1 AREA I IU BATHROOM MAIN DRAIN z r 2 I I I 3 LAUNDRY NEW „ m I , 1 I I WATETOSR MAIN �ET PROP. 2 4 I l m I I I I �.._. _.._..�� WALL PROJECT: �- I WALL I I I I HUNG I I I I AREA MECHANICAL TO SEPTIC GOMBI 1211 1 I I AREA SYSTEM W I HUNG I I I w Q 12 I I I � , GOMBI ; 1 ; b4 N BOILER QUACKENBUSH m I 1 0 I BOILER d I T-I o m m v4 FLOOR DRAIN dr HN w ' �_ RENOVATION 15HOWER W C COMBI BOL ER)(BELOW LOOP ( 3/4" HW NI W.G. U I I-� 2' (CLOSED wASHER w 5`(5TEM) L-- 1 ------- SHOWER 3.. q< --------------J m 5.P. 1 1505 H IAWATHAS PATH FLUME31 NC RISER - I RA I N / NASTE / VENT FLUME I NC RISER - SUFFLY OAS RISER - SUPFLY SOUTHOLD, N.Y. 11971 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 100 DATE: 10/30/23 16 OF 16 S� kF l� . S^�