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HomeMy WebLinkAbout52199-Z 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#: 52199 Date: 08/20/2025 Permission is hereby granted to: Collins Family Irry Trt 82 New Hwy Commack, NY 11725 To: construct new additions and alterations and to legalize "as built"additions and alterations(inclusive of outdoorshower)to an existing single-family dwelling as applied for per SCHD approval. Additional certification may be required. Premises Located at: 225 Marlene Ln, Laurel, NY 11948 SCTM# 143.-3-31 Pursuant to application dated 06/30/2025 and approved by the Building Inspector. To expire on 08/20/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $341.50 As Built Addition/Alteration $946.00 CO-RESIDENTIAL $100.00 Total $1,387.50 Building Inspector still k TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 M d Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.agL���. p Y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. � Building Inspector: 0 13ullding Department Town of Southold Date:06/26/25 Ing 1100 MOM William Collins M# 1000-143 03 31 Name: SCT _......, Project Address: 952 225 Marlen e Lane, Mattituck, NY 11 Phone#:516 852 1984 Email: Mailing Address 11 Gildare Dr, East Northport, NY," 11731 Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email bepperson aQamparchltect.com MEMEMI M, Name:Anthony Portillo ........ w...� Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email aportillo@amparchitect.com MEREMME Name: Mailing Address: Phone#: Email:: N � � ❑New Structure IRAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �.................. Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 I Existing use of property:Single Family Residential Intended use df pro rtY:Single Family Residents l Zone or use district in which premises is situated: Are there any coven is and restr etions with respect to R-40 Non-conforming this property? ❑Ye No IF YES PROVIDE A COPY. // u,, f //% i ' , eke/ t/ arl �in �` respofisible for°ail d and storm- per issues provided by ,,r,p� f,�?T `,, 1E� � N Nt l)eparC ten�f r tfie��CN Buildirt� Ptrcsu�r x4d fire Building Zoo, rr�rr/ /roi�% liii �� Itfb rip�fhu�i� 1as�Qiaces�ra� farEhe twcti/,� otbUiltlinps IY lapplble iwr I� d1na s bbifding code �, )l ,�i g„ Application Submitted ByjprlQt name :AMP Architecture RAutho ized Agent ❑Owne Signature of Applicant: ate: STATE OF NEW YORK) SS: COUNTY OF �"� being duly sworn, deposes i d says that s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Cori r or,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the 'aid work anif to make and file this application;that all statements contained in this application are true to the best o is/her kno' ledge and belief;and that the work will be performed in the manner set forth in the application file they ith. Sworn before me this I_�I r- 0day of yne ,20� �b a P"ublc D , CEE AUFENANGER NOTARY UBLIC,STATE OF NEW Y Rid. PROPERTY OWNER AUTHORIZATIO Regis ration No. 01AU0019644 (Where the applicant is not the owner) Qu lined in Suffolk County Commis 'ion Expires January 9, 20281 William Collins residing at 225 Marlene Ln, attlituk, Y 11952 I, 1. do hereby authorize AMP Architectu to apply on my behalf to n out uil mend for approval as described rein. F 6wner'sig iature ate nJ Print Owne s Name 2 i nrrar wm�etKn !il';, 4�r1 uY No ET rt ,� I o!B,e I/A OW5 wd PrK'to ewryletlon,fro 4 Wpwn'1 u"A s&AIs nm'ril:.W wmpwn tlwNa amgCeron` km PmrrNaelverb D MAP DATA: EXdST V FLOG Iroaliar/con4mctw a1n11 confer tM rchltect!er a Irob laden aA?a M vA win.:m'dY Wrw*ww*w ' ti'Wmw,m wtandibvm.AY' MAP W 3b103L p aywyµ'�yp$yrWg„g,g,. ' tr TAX MAP m 1000-143-3-31 MAP DATE:091251223/2009 IIILLL •••••^^^ ^"^^^^^�""""' a Iropeeelen m per seem,ewdwm.. a�p+.ta.rn+vm.wrrsww+le."mnamv p«rv.��dw I,t�wre Pm:wtaw.+++"m•ero ee � ,,. �.. Q FOOD ZONE1 X TTan WeAaler'mMk4 NARY/d W,v,rmmt LhgmY>WWeWae.:Wren P✓A.'mae la " ZONING DISTRICT R-40 NG .�. mA Lma Rh/A Gab wa1 A n,StBtwq pl:n,LfA gwwWryN v>wwc Y wmPVw wfnla me@tnlw15 eN Rn.na m mM r f 2 SITE PROTEC REOULT�,BY 6 TO 9E A• O dAtl7LTM'Twin pe„ ,yM.y'uwm+t,dp.,n{y paypapw,emny aW'ILmI>M, bW mx'tKwn rear a+roAvar4mm tau>rmfwwa hv.'m"uM uAmnaC'a.°w aW•J Min r'- �/ri, °" IILSTALLED AS RCOUIQED BY TIE TOWN OF M 1.FCCr IbAFaMm 'r L5�'fwrMi' CIMt°*td YWhW M fl b6 I XnI spwn nn Ibw6bd IYr9 I/ ;" S RIAC D.. W LNa,�m' r a r. a,.PM+*•�r try mk.A'nwena,cru wya y � ihVilP y j!II w Mtm:,*,n.-aJ mr A+pm �mme mina CY �f (+J mwlVM ^MnmQ bkwWMn A &' ( 9.SURFACE WATERS OR WETLANDS ARE N0- Q j''... $ ~M wwrruw 9»n#W Wtltk IBpd W wwr,mpn" B �' 1 mawgWemm a i m4 NmnmslW iA R1P1V'%v'bMldl�+d'C9'Aa'^'.P+uwprb. I I +' le � .I,' I LOCATED WITHIN 300'OF THE PROPERTY. N J N AA GWtlX'6 Xwn:W egbter d wlfH tb vepa'roront b roarta'mewx>+e w nwmrtwkwtrmn MA .w'mM mry W / �m wAua Ax 19 or eNe 5Wlmlt Lomtj Smlcvy Lode remt✓mnm[kr m nNnlwwW rt.«mwwllPM1n Wr hFw�,'wClwc' iri e»an - • W" %rr f{ DESLRIPTION(FOOTPRINT) AREA %LOT p-lor to tM vsp tmsra 4a^[w'9 cetNKakbn e!cwrpleted W a wnm•wYrnm ti"nn'NWdK XaM awrWt k Mpxnvhmagy,„pp.p«D' li fdq COVERAGE 4.ELEVATIONS REFERENCE NAVD 1989 m rack mmy.mm� O n pp°,yam TOTAL LOT AREA IOD4B 5.F. 5,NO VISIBLE FELLS ARE LOCATED WIl11N - (D Fmnn eW m,,m WµnrAaa^a M ev �ywwWr'RWnt kia mxttrro+xtaa&Gn''Nm ;PRm Nkr+tM NwwAa Aw.eFMW cCbm krm Propw^ /J of t:, 9'wRa,NAG,T MAgW' V _ I50'OF SJ3.EGT PROPERTY LI.ES.. p C N i+aYe6lgrl WkA AMOk1wymWW�nEM Cwtam vpw Z O OmP&Ai m++t'.rmml'win V.pA kWm 0.AA m'w4TA rmdp WYmtam+r lYp',OfMI EXISTING,DI"�LIN6 951 S.F,. 95% •- - 7 ,ypnm y4 wy.q,AyjgiptlpA gWplyp".,np4r,etlgry pnNp'•"'° ,�" b.TO AVO IED HEPfIG SYSTEM DESIGN INTENDS d tlt N Y i1'myvpr4rmwk.N mcaw^pprmn Ww AW.w:4w n qm kNn}"Ngpak °^md' 446 S.F, 4.4% TO AVOID THE REN'OVAL OF ANY EXISTING X O N Sanitwy Lode. 5.Tro tap W tM I/A OHF a,t w septK tw,t>roli rot W owed 7 ' " ]QI xXNR7F'CiA6RAYd. TREES,THE PLACEMENT OF SYSTEM O y I a-aa-frul 2s feet w le>e thuY oro leaf below fMl g-atle. B AM mmMwllneB MA BW['J�wA rvwgwnmm inn awve ery Mreml".hyPmw. COMPONENTS MAY BE ADJUSTED PROVIDED O O In•y(D "gp9"dpn'rmW wMdr»nn aw•W wm•Aabft Apse.tNa Po AAmnwmm�r a Y tlAmwpMmS N ,aImN EJ(ISTIN6 SiED 100 S,F. I O% 4' N `p N RWw danmwW Kd*n"''"N?a�'mW kxg4�n'AY c«rw'SNn wFw n^a dnnnc. THAT ALL R�JIRED MINIMUM SET8AGK5 ^g"A LOCATION MAP ARE MAINTAINED.INSTALLER TO CONTACT .. Smldioit mwwMir 1. nw(vmawwl mmmga'm.0 vmpwpv Alf a 2wT X am N r ^'din a reM mnsclm ...______ ........._._ .... ... ::..........._ _.___ SALE•tJ^•• PROPOSED ADDITION ;2 5.F 0.5% ARCHITECT IF N OF COMPOCATIO.NENTS EN Q el O nnw wAA wamNAMtmW wmmw4m darWrm4[tw mmN»etl+tmmtW^e•.m aueW tl+'+rKC+b^wme'e rv11d•-A"dk%km"n'AaA M14m 1-1 A, m^ r>dw 4a%an z•nM � PROP05Ep-PORCH 52 S.F, OS% REOUIRmREOR ATION OF LOMPONENT5 B-III tFb atodwe n'm B wledw,.M tlAA GW"IX56mlrtrgvAlnw m Xen..rwW.Wmrl Taro ver"awm to tlNw W�pw TOTA_AREA OF ALL STRUCTURES bl9 S.F, Ib,l% •"" ""•"•'•• """•"""""""'�"'. malPww.m'r mow. x,q �+m aeWmµw"w-'arwa 4w'ma a+Y,':;O er r h�SAYS AN ARGHITEGTS ..•••�•••• - •••••• •mITW•• nmttp ma Y^+m wntitdm Wfn Wawved.VMa nnm'H nwkWAaa •""""""""""'"-� //'t�� m.^:"wra+r of b wwten rJBa+n rm!Iw,a Md inn' ma,ANN irrmAvaM sbXl mrd dam a oe SI Y MA%IMJM LOT COVERAGE ALLOWED:20% tV minPnW Pmrtxm.mtl Met adda.Am wMan n b MM1 P" wcmY•so 1620 loam veeW Mom rn nmtArFW m•1 AAtlwwW SITE PLAN a 15 Mw18 Awxe d,wWl Wd•9W.+WIxe mi a W.eNww kn IMm waAAtip Rmar' 'rpmC WYN ro�,sWRa Lm Nww ren'aWwrYe rmdp d.,ank py,In eAatl Ann Taw u5 51JIllO VERIFICATION BY A LICET:SED ww w4mr.tw row tYAn wealPo m- tl nn+ene^mN a nw+•rvwb or Ah wwNne B.TM out et mart elevatbn>Iell be a m n[rv,n of O.:Im t be row TIR INFORMATION m Ymtm'ne�mWY Www d BemW X IPaW drM«pw'eFm�IWy It'dW Tlzgw mmm[. tM nbt rover.elevo:wn, REPRESENTED ON THIS SITE PLAN IS TO THE r '�-ww•••�. ••®„ •••••• --"••"-. ,•• -- •-•••••,•• -IT•••••••. •••••••.ITIT••• •• •••ITIT••.•••••�••,••�v••• ••••••.,•,. - -•• W PPem wYnlb pp:IsvyflW.d Wv A�wnmw M•ae"aey ww,awe w ARCHITECTS BEST OF KNOWLEDGE.. 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Dal u � sroll rot '.bd tb force maN C.OMfrMS BRON.pWATpt a namrm w aewg-.. w SEPTIC LAN NO .Ala"a �XVm. . ..ero-- BK0.lIIEFI� Nonu:Krete !mr Deed b tK twwu ero bra W mmee TES _ 4 -w .E%IST,hD.PLATFORM Tw,ks'AN$Z 000 ZOOT wd ary ePP Me lmka dlgla>P e 19 p aa:Yeee O .0 N4TA'r1°'R','✓L"PWT'T B SPR)':nA:?4A'-4+A4aWG. � •®--• •• ••••�••^o K ^rl'',.'e d°g JNm¢lemtbmr 1 W tb force ma (A AO)Ame Nast SbdMd rmreeenn tee 5e LK Wp YY dre.. 2 19J'F ffi MYW TNC HfiA'tl'IpM rA9CNw NA- ••WI :g' bare/ rotas. � f"" .y�y r� �..,.. .... 2 X'Am,9arnk+•w ummw>vsua W raefmry m>eYro ea a mxnc ed b w.. -..-.. EXAS^,Y. #CNC,E"; - •, ....._.._ w k:eX ryp Wn W rtnbd r tNe or fNe O AkGM•'b Mm."'k.TJ'w-WLN'IR PNCHA 0. WNMA NT'At EXIST.I-I/2 STORY [ant maMoctwer ArlMl�t w Y pW4 „q WID,PR DhElLIN6 n aeman w U:ttn _ MAIN tk'CA FRLAM ILtlA6htM'6'W,BFAYn.. EM'J9a%',k047000 C� "5 w BASEMENT .......1 MIINDN}M7 NE115 O Vd Cma wbxNO kxN A'.%X+tlGR.bd w"!uMm 1'*'WreMc' �' ^� 4.$EPAMTION FROM DRIVEWAY •� O =AL ARE BLDIVER ]'m I•Vc AIR LINE TO SNOItlERCONDENSERmww (5 BEDROOMS) •••• ...... •••- 4 A IIm, ea twee ena ree w.m d LR11NL �'Mn eruN peter>quwe wm'eM.1p mMX or tM trot 3 dA gm4m ^ PROJECT: - I DC4iK Ilmor >,and ac rip b AN'Ona w'IAN v - w•••• F F„EL-2352' 'W4wR OF EXIST, N9bBP N:4 L4CAN ALAWw/LOHTROL PANEL.BURI A._'AE/1rrdlf@ IPA dJW'A rorce of sW oJ::m !aa[,mr,. OO t'� TO 9E DEMOLISHED COLLINS 5.Procmt cwKrate cwe,a wd r sera>a rot perm tied ens^ EXIST{iHVNtgdw'k" roncucrete fink,.w e»mtM..i m ooprwee aJ Ne reNacwec 0 4C` , tlY+.XV1. OF FL.I LIFAK 3 4 y u .A=�,�, ,..C,KrS'd".TIMBER CURB SEPTIC ......�...�,,,,,- b 0 bn a`etm'd�weAImU WmkMwGM^'I"en"AaM1YNnArm..'m+w MmR N1Wmd. N�,°pl STnBbARD^ a'�'�%iCtl'@,W hSAML'w2+ .n'C.R 9."CIIr'VW ,�.�:":"•••"'"••",•• ' `.$' ..�........ �................. N E I�rFM m,wh¢+mt wy�mnwX"�.amrol at�'d B n+pw+mw.zmBkce"mM RwYwqla dX vRw+gywm.k4mpc✓r w,r k P�mmm,+M wbmm''+MwuAww+anMaSd�mmgWmn,g pA Aa mtw4,mo-k t mntYmm ino aa tany n w n'NAamlwmmmI,�ev.tM1aymS N aW.qmd.[amtm Bo Ywd w�dap�a I Ywrti.. M1LTI-0GGUPANGY '" O N 225 MARLENE LANE w PsLlc WAER EXIST S`CNE p, MATTITUCK NY 11952 A Nam ww www tNwann doer wnma,ur+vA'+wro a m'mmhsd + TEsr C)RA9NN 'TT E _.. ......... ....-.,�.. .., _ FJCI5T."iAF.e+ms7LE'x0' TLtL..,..,::: HOLE I.®•... T wrna nnrW.w wa roSwPoxPMn Im.^N"w>rrr 4Ae1 d»Ig, 'wi6w i ELe 20A I.�..,•tGdCNs'ItlLT ONes p•.mammrlmml nNwz>nra«e�� w,Aaumrw-tm un weight 'µ '". i I t wgYN "°'"'" �OR WLLA'pC' M"w'n ApI•CmNN mr MkAwuk iB+.aAenmg Ewm dddn.Y.1nA'tlw W IIasU will ••.......... Ha rrc wnr 'F'N+mn INwm awn rA wan d>ploaee NOTES "Xmd `am .w� ewnA FLTJICIWEA.I�I I/.A. (�WT'S , ', `` "', ' �LP 3 SITE INFORMATION Gmp dr ra wra'Wp r rot-awa�rcxnd,.tlwm+ 'MIN SITE PLAN wanaWrm+AMg sw>waa mA«m,.Nmr mr Bd eves w'�g^x rmawmmre. � � t a �� a � P �FFLK COUNTY HEALTH e d7EPA 6I 1ER 6 APPROVAL .. H.S. REFERENGE NO7 I 0615 _PAGEm SP-10 1.00 JI ...� .. _ o pZ p UFFOL6C COUNTY DEPARTMENT OF HEALTH ERVICES D�.igliNuff.­oinalsL rki PERMIT FOR APPROVAL OF CONSTRUCTION FORA Im�mi� a>( aru2. (:Ts lfor rrlrrlFaXT l MIN _ M � ����.^^ Iriifir�atl our Rrc tglAvua cU ��jj ONLY f °(}AT' t9iC/05,I'�S lOF3 SINGLE FAMILY RESIDENCE Vl�f�f TbuaOur>t�IIVrld'uuurarulbC.rrutittlwxQi rl�raftlh S mra r ;ii,,o III A.r V.d±:v Farm WWWEt�07;1 P U V •••••• Abandonment of the existing sanitary system must be in _ �D conformance with the Departments requirements. ZMST TIMBER WALL M®BO Submit completed form as proof M" �'A ` t .^ !�E 5/6/2025 R-25-0615 -^ .y�. _ :.._._- „a,, t •�-�.�..� O. _ ............. ....__. .. i APPROVE® } I MARLENE LANE FOR MAXIMUM OF 6 BEDROOMS � t as s Ids �: 30 40 sea *A � SEE ATTACHMENTS a EXP IFS THREE YEARS FROM DATE OF APPROVAL 51TE PLAN GRAPHIC' WALE'-- -- 5GALE:1"z l0l _. ..._v_.''. OF N� Wa -K 1 0 al HEALTH DEPARTMENT USE .............. 400 Ostrander Avonva, Nati,York,jtqOj tell fQ- 919[7214144 :N,,^ k 69 1'72'1<11 MIA- H0,i K Yo",Land Thl 6,pi Forope"kiimmi Douglas E,Ad—,Prlopaojllk�mo�"ill Jon yaw SITE DATA AREA 10,048 SQ.FT. S VERTICAL DATUM =NAVb(1988) DATA =—NAM(1191) SQ.FT, dC pMe) vetil to tm 0 Col. Cp'p. ENGINEER'S CERTIFICATION C 0ao I HEREBY CERTIFY THAT THE WA TEA 3 S)AND/OR SEWAGE DI za SPOSAL a, SYSTEM(S)FOR THIS pRaWERE OF=D BY ME 09 y DIRECTION.BASED UPON A CAREFUL AND 1, USSITE AND CAOUNDWATEA CONDITIONS,, FA IL,q l001.1 l CONF04M To THE SUFFOLK C UNTV DEPART IF • Col lNSTANDARDSINEFFECTASQr'-d 2US 6 1098 -20 V "W 2C,2 0, el �Y4 LS.NO, Sri \ �^'",,,r'"� Ti Ov 4 V4.PA,NC.61453 Di S E.ADAMS,NY,&P E.NO,60897 00exa 0A '0 FsAC4 4 - 5URVEYOR'5 CEPTIFICATIO WE HEREBY CERTIFY To Will 11-11-1 AM C'D L Ll WAS PREPARED IN ACCORDANCE WITH THE CODE 1AND "i SURVEYS ADOPTED BY THE NEW YORK STATE A PROFESSIONAL LAND SURVEYORS o S 66 slo p. * two- r. S LS. 450p 4O 63 6 DANIEL A, AVER,N�yi L,S.NO, el 771 sy"r. l 0 \% it SURVEY FOR S +1894 WILUAM COLLINS at Mattituck,Town of Southold Suffolk County,New York County Tim map -Z D,st-t 1000 S-timn 143 em=e 03 Loc 31 FIELD SURVEY COMPLETED LEGEND MAP PREPARED JAN 06,2025 JAN 07,2025 Record of Revisions CE CELLAR ENTRANCE REVISION CH =CHIMNEY DATE CMF =CONCRETE MONUMENT FOUND ................... EOP =EDGE OF PAVEMENT ........ rPF IRON PIPE FOUND OL 05 ON PROPERTY LINE OUTDOOR SHOWER W WDF WOOD FENCE WSF WOOD STAKE FOUND 2.0 0 10 20 4o 60 i 51 TE PLAN HATCH KEY: ,} PROPOSED BUILDING ADDITION SS ® PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORY J cc E: Lr) O FA(5E <E : }: r• °. PROJECT LOCATION &SCOPE x N 4 °w , "" °,� I SITE PLAN & ZONING DATA O o m ''� c9 {,,,,, i � .'i+ �. .., °'"fit M:4"\Or ., a !''.'`+t, .! .,nti, °�?•,, 1 ..w,,, ' ` .%r*'� "' O Lo o`•, ! EXIST. HD. EL.=19.71 *`� ,M �•, a''''++W >, '. . .p , t Q d VACANT LAND "15.15, - - +,� .1� f: .,.,.., e �� ^£ ; 1"\ n I I C(j) LD) I I Ar I VA BANKS 8 Of ,!'> � ° + �, ,' a* M " • , FENCE , �;,, GENERAL NOTES w/ PUBLIC WATER EL.=20.45' ° „ �, '�-�*' ;r, � ' ,��\ �, - � + ; .; `." 524 0240E - ;� ,d � ,, , ENERGYTABLE T E . ✓ ;,� ��-k STRUCTURAL DESIGN CHARTS EXIST. WD. `� R�.,r > ' *, r f ;k;!� < ° ` ,, "" : ,� �. C�-OOJ.00 HOLDOWN, ANCHOR BOLT, PLATFORM - .� . a' ./�� `ti v �'' - °. t m �� pEt� u b _; �' t ' t'c _. . ' ` ' u . ;,; +, .; ';o'� �`�` STRAPPING, & NAILING DETAILS f¢R�i ' :i !. `:: FASTENING SCHEDULE SUBJECT PROPERTY T - C� `. O OO4 .00 FRAMING GRAPHICS ca _111 4-1 EXIST. I-STORY •':� � ;�,�► �,.i,'�'w•,•,* t «., .'�� $�. ..�.a �� �' "R •i t `' , " BEAM CONNECTION PATTERNS GARAGE w/ FIREBLOCKING DETAILS • - i N W SLAB ONcig • ' 3 •.r� ,� +y • ' +,: .O PROPOSED DEMOLITION PLANS (O BEDROOMS) a y •w a� . w, k g al ! fir' g... r�`' O (DRY 5LDG.) ,_ a• ✓'�i .�1'` !..�. '" " "". > g " _ a te- ,#: U SLAB EL.=20.5' LOCATION MAP A- 02 °00 PROPOSED FOUNDATION PLAN V) PROP. OUTDOOR 6 _ - \' -T PROPOSED FIRST FLOOR PLAN KITCHEN (550 ONLY; \ ��� SCALE: NTS Q No OUTDOOR SINK) I ! 11.6' r / 7 EXIST. BU5HE5 A- 105.00 EXIST. ND. FR. I PROP. PATIO ; � �RO� �� ��0�� : PROPOSED SECOND FLOOR PLAN ARBOR TO BE DEMOLISHED _______®_GRADE PROPOSED ROOF PLAN 15.1' i I - AS-BUILT FINISHED/CONDITIONED BASEMENT, AS-BUILT INTERIOR PROPOSED PATIO PLAN i- EXIST. COVERED PROPOSED EXTERIOR ELEVATIONS BASEMENT STAIR I STAIRS, $ AS-BUILT 2ND FLOOR BEDROOM. A--201 °00 24.3' DWELLING E - PROPOSED FRONT ADDITION W 1 TH ND. PORCH. I PUBLIC WATER 2b o, 1 - PROPOSED SECOND STORY HALF BATHROOM. EXIST. A/Caop �3 - PROP, INTERIOR RENOVATIONS W/ NEW WINDOWS THROUGHOUT. CONDENSER PROP. lfl - PROP. EORESS WINDOWS FOR BASEMENT BEDROOMS. -�0 •00 BUILDING SECTIONS 4 DESIGN DETAILS EXIST. ABOVE- DORME 6� - PROP. REAR GRILL AREA. GROUND OIL TANK ® 0 EXIST. HD. PLATFORM �D Qr (� cn ° �t-�-Q •QQ DESIGN DETAILS EXIST. HD. FENCE -- F RO�E�T DATA m , I Z� EXIST. I-I/2 STORY HD. FR. DWELLING PROP. EGRESS EXIST. OUTDOOR � � w/ BASEMENT ---- i WINDOW WELLS SHOWER (NO DRAIN) I (5 BEDROOMS) PROJECT / ZONING DATA �j- 0 °OO PROPOSED STRUCTURAL PLANS EXIST. A/C F.F. EL.=23.52' FOOTPRINT OF EXIST. CONDENSER DECK TO BE DEMOLISHED TAX MAP *1 1000-145-3-51 i EXIST CHIMNEY ZONING DISTRICT R-40 NC, EXIST. TIMBER CURB 10, MIN. � LOT AREA 0.2 ACRES S- O2.00 PROPOSED STRUCTURAL PLANS �, 30.3' Z GofO - PRIVATE ONE FAMILY Z-6865; 01/25/IaTb "' I PROP. = I i ! PROP. 4 cPx2 D DRY WELL DWELLING MULTI-OCCUPANCY ADM�TION f PROP, �- / PIPED FROM ADDITION w/ PUBLIC WATER Q -I Lu PORCH II 2' LEADERS GofO - EXTERIOR STAIR TO Z-164a7; 12/15/1157 v /�J 1 BASEMENT jam- Q •QQ PLUMBING RISER DIAGRAMS W } I Q / CofO - ACCESSORY SHED Z-16614; 01/26/10188 -� 5 //-- �p(TEST GAS RISER DIAGRAM r (� I� // WEST GofO - ADDITION TO d Q I N EL.=20.0 Lill EXIST. FLAGPOLE TO ACCESSORY STORAGE BUILDING Z-266a5; Oq/I6/IQaq a� Qr REMOVE OR RELOCATE FEMA FLOOD ZONE X Q lY I (CONSULT OWNER) p c� p l I I EXIST. STONE I SUFFOLK COUNTY HD APPROVAL R-25-0615 6 BED. DRIVEWAY PROJECT: 00 LOT COVERAGE Qm Lu 5OUTHOLD TOWN CODE §280-4 4 §2e,0-124 COLLINS m l DESCRIPTION (FOOTPRINT) AREA LOT RESIDENCE COVERAGE ry M y \ ry TOTAL LOT AREA 10,048 S.F. �S 225 MARLENE LANE EXISTING DWELLING q51 S.F. Q.Sy EXISTING GARAGE 446 S.F. 4.4% MATTITUCK, NY 11952 1 I EXISTING SHED 100 S.F. I.Ogb 223.76' a � DRAWING TITLE: EL.=20.70' I EL.=Iq.l2' PROPOSED ADDITION 70 S.F. 0.1% - -� - - - PROPOSED PORCH 52 S.F. o.5% PROJECT LOCATION &SCOPE 75.00' TOTAL AREA OF ALL STRUCTURES 161�i 5.F. 16.1% SITE PLAN & ZONING DATA I I EXIST. TIMBER WALL MAXIMUM LOT COVERAGE ALLOWED: 20% ZONING REGULATIONS MAIN BUILDING I M A R L E N E L A N E PAGE: I 50U7HOLD TOWN GODS §280-124 EXIST. PROPOSED COMPLIES G-00I.I. 00 51 TE FLAN MIN. FRONT YARD 55.0' 45.4' 38.3' YES, SCALE: I" = 1 o'-O" DATE: 08 1 OF 13 MIN. SIDE YARD 10.0' 20.3' 20.3' YES /13/25 MIN. COMBINED 25.01 50.6' 50.6' YES SIDE YARCS DRAINAGE SYSTEM CALCULATIONS: DRAINAGE SYSTEM INSTALLATION NOTES: 51TE LAYOUT NOTES: ROOF COVERAGE OF ADDITION = 104.2 S.F. A MINIMUM 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 d 1. THIS IS AN ARCHITECT'S SITE PLAN d 15 MIN. REAR YARD 55.0' 46.7' 46.7' YES 104.2 S.F. x 2" RAINFALL EVENT = 17.4 G.F. STORAGE REO.'D WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC SUBJECT TO VERIFICATION BY A LICENSED COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER SURVEYOR. THE INFORMATION MAXIMUM HEIGHT 35.0' 23.6' 25.6' YES (1) 414) DRYWELL PROVIDES 8.73 G.F. PER FT. OF DEPTH DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS REPRESENTED ON THIS SITE PLAN IS TO THE x 2' DEEP D.W. PROPOSED = 17.46 G.F. STORAGE PROVIDED A MINIMUM 5' SEPARATION I5 REQUIRED BETWEEN DRYWELL5 d ARCHITECT'S BEST OF KNOWLEDGE. 50UTHOLD TOWN CODE 280-207 (A)(I) �/ PROPERTY LINES �� • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND 2. 5URVEY INFORMATION WAS OBTAINED LOT SIZE /AREA IN ALLOWABLE TOTAL ID e BURIED PROPANE FUEL TANKS. FROM A SURVEY DATED JANUARY 6, 2025, 10,048.0 S.F. 45.0 S.F. • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE M05T RECENTLY REVISED JANUARY 7, EXCESS OP 10,000 S.F. GFA GFA ' 1s BOTTOM OF DRYWELL5 $ THE HIGHEST EXPECTED GROUNDWATER 2025, AND PREPARED BY: (b) LOTS CONTAINING UP TO 3350 S.F. AUG - 1 8 2025 ELEVATION. 20,000 5.F. MAX. s�,91'` �.3;�.,, • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL YOUNG A550CIATF-5 ALLOWABLE S.F. / PLUS Rr�flr.,Rinr � ,� ,� � D F e • SEE AL50 DETAIL ON CONSTRUCTION DOCUMENTS. 400 OSTRANDER AVENUE 12.53b OF EXCESS LOT 2,100.0 S.F. 6.0 S.F. 2,106.0 S.F. 1367.8 S.F. RIVERHEAD, NY IlaOl TowIn e,a Sc Latto!d ti (631) 727-2303 AREA OVER 10,000 S.F. ADM I N®YOUNGENG I NEE R I NG.COM /� Q a \ / /� T }� G I NOTES � 5FF_C 1 F 1 GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND NASONRY AE35RE Y I 1 't I I O I`l J IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION LOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY T5)READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTORS IN SUCH A MANNER TO BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR-O WORK PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. d 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELIN6, OR TE5TIN6 BY AN APPROVED BFE BASE FLOOD ELEVATION T. INTERIOR Q 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG � BUILDING K KIP5 (I000 LBS) 0 GENERAL 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 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. LIJ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE BILL 5EAL/INSULATION. 5IZE OF BILL TO BE (2) 2"x6", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. FOOTINGS TO REST A MIN. OP 4'-O" BELOW GRADE, UNLESS -j co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM m ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR Q 4-1 (\J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. SOT. BOTTOM MEGH. MECHANICAL � E Ln PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, m 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL IN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL I� TIER OF FRAMING IS I11 PLACE. = 0 AND AUTHORITIES HAVING JURISDICTION, RULES SPECIFIED IN I.I THROUGH I.B. G.J. CEILING JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF I�i85 z � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 7. FOOTINGS TO BE POURED CCNGRETE OF SIZE SHOWN ON DRAWINGS. i 4. ALL UNNOTED OR NON-VISIBLE EASEMi°NT5 ARE THE RESPONSIBILITY Z � U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, O O N OF THE OWNER/SUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED tf) ,[ co 't 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY SOLID WITH CONCRETE. 0 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER � SHALL BE CLARIFIED WITH THE ARCHITEC:T/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE c X N WITH THE WORK. 5• MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OGG. -� OCCUPANCY O 0 O a--� C1 g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516DN A OF THE GLL INCLUDE AN EASILY RAD NG A ENVY HH10H COMPLIES NIITH THE OR 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 4 0 m 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. DAYS OF 4,000 P.5.1., U.O.N. DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c N p N UNLESS APPROVED BY THE ARCHITECT/ENGINEER. Q O a � O 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH DIM. � DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION 7. CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING ROOF AND 15 OF COX 6RADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. EA. EACH PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED n 1 WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - `J) g. DO NOT SCALE DRAWINGS, WRITTEN D'MEN510N5 TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN5 AND MONITORING (1) WALL TIE PER(5) 50. FT. ELEV. ELEVATION PLYWD. PLYWOOD 10. BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EQUIP. P.T. CERTIFICATES, CERT. OF OCCUPANCY OR:COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIPMENT PR ESSURE TREATED 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE MAX. 32'-O" O.G.,TO DIRECT AAIY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING REQ'D REQUIRED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR �I RISER PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FROM FOOTING TO 2 ABOVE FIN15H GRADE. ' ` UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F.A.I. FRESH AIR INTAKE RM. ROOM v 12. THE ARCHITECT IS NOT RETAINED FOP: SUPERVISION OF THE WORK AND IS A57M D5456 STANDARD SPECIFICATION FOR EVALUATION OF 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40OF AND RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN,THE FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FAR FLOOR AREA RATIO R.R. ROOF RAFTER EXCEED 5'-O" AND AT EVERY 5'-O". 60VERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS FROZEN SURFACES. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. F.A.V � FRESH AIR VENT 5TL. STEEL _' _j M 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 5-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED . - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE I5. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND WHERE EVER FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS APPLICABLE. BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, lat. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP 15. THE CONTRACTOR SHALL CARRY WOPtKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS F.J. FLOOR JOISTS TEMP OL. TEMPERED GLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE FOUND. FOUNDATION THK. THICK L AND ORDINANCES. I5. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL REINFORGIN6. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM C37 5PECIFIGATION FOR 6YPSUM LATH,OR ASTM C7g 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. 11 TOP O - WALL � < -- !^ THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHING BOARD. SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" DEEP d 3'-O" BELOW GRADE. v COMPLETION OF PROJECT. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME Tr TREAD n` AS PER PACE 5-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF FRPR. FIREPROOF TYP. TYPICAL Q 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. &ALL GLrLASS 455 TO 065 AND I DOORS A INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. ASAINS ALL CINEER, AND THEIR A055ES AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD BE FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR R1=SULTIN6 FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE GYP. BD. GYPSUM BOARD VERT. VERTICAL - Am THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) PROVIDED. IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 3. ALL SLIDING 6LA55 DOORS, 5KYLIGHT5, AND ANY GLASS UNIT INSTALLED WITHIN 15" OF ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) F COMMERCE CONSTRUCTION AND FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, UNLE55 OTHERWISE NOTED. - < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 4• ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S EMPLOYED BY ANY OF THEM, OR ANYON'z FOR WHOSE ACTS ANY OF THEM MAY EVALUATION STRUCTURAL- USE PANELS, APPLICABLE CODE SPECIFICATIONS. HNOR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRU5 J015T 2.OE MICROLLAM LVL 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION HOR. HORIZONTAL ZR ZONING RESOLUTION B. GEORGIA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND CONSTRUCTION GORE. I5. ALL.MATERIALS, ASSEMBLIES, AND MI=THOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-NORK, 5LOCK-HORK, A. WEYERHAEU5ER TRUS J015T 2.2E PARALLAM P5L THE PROVIVON5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR ANY OTHER TYPE OF �I �I /� �/� �I OF CONCRETE, ETC. ARE TO BE CAREFULLY 5U ERV 5EM BY THE I CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. I I `��U��T I O I V � FENESTRATION R��CU I R� I I�I `lT� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. AUTHORIZATION OF THE ARCHITECT/ENCINEER• AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 SHOULD BE FROFOSED DESIGN GODS PRESGRIFTIVE \/ALUE $ Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANINC75 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 00MFONENT COMFL I E5 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. \/ALUE 01TATI0N (FER 2020 NY5E000) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN 5TRUGTURAL APPLICATIONS MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI414.1 CELLULOSIC CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW _ = MAX. U-VALUE = 0.52 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR U VALUE 0.25 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS REQUIREMENTS. PER R402.4.5 $ TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLE55 NOTED OTHERWI5E. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE TEMPERED GLASS. R-4g SPRAY FOAM INSULATION MIN. R-VALUE = 4Q 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CEILING R-VALUEJ YES 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING 7 THICK (R=7/INCH) PER TABLE R402.L2 - CLIMATE ZONE 4 i THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM Elggb AND 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 4096 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR (2"x6") WOOD IN. R-VALUE = 20 (CAVITY) OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. ASTM E1556 AS MODIFIED BY 2020 NYS BG SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. COPYRIGHT PROTECTION ACT OF IclgO (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANSI/DA5MA 115. MIN R-VALUE = 11 25. FOR NEW WALLS, A PERFORATED SHEARW SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, LE55 THAN �" AND A SPAN OF NOT MORE THAN 5' SHALL BE PERMITTED AS GLAZING PROTECTION. ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 5-005 d 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND PANELS SHALL N PRECUT AND ATTACHED TO THE FRAMNG SURROUNDING THE OPENING. PANELS MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL CONSTRUCTION;SSTD 10-gg AND 2015 SBC: HIGH WIND EDITION WOOD FRAME SPECIFIES THE READ NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5CREW5 (INCH SERIES). SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PER THE BASEMEN �F �02 T WALL R-VALUE R=15 GATT INSULATION ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) YES w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ANNHORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE I. A CONTINUOUS LOAD PATH BETWEEN POOTIN65, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5CREW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY E FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. 5EC.'s). ASME BI5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). INSTALLED ON THE BUILDING. INSULATION PIPE R-5 PIPE INSULATION J�� # R403.5 YE5 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLAN5. INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND, WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS GONSTRUGTION, L'LUMBING COMPLIANCE STATEMENT: TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE STANDARD FORNINO BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NY5 TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. METAL PLATES, CONNECTORS, SCRE!N,S, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS � I MIN. 3/4" OF NON-SHRINK GROUT. THE SET FORTH IN THE MANUFACTURER'S NODE EVALUATION REPORTS. PLUMBING CODE AND NY5 DEC REOULATION5. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/(2) I/2" 4) 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES.ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® Iw_• EXIST. WALLS 3 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Tf�BLE R301 .7 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUGTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16' 6AGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF CLIMATIC $ OEOORAPHIC DESIGN CRITERIA 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTERS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL VERTICAL WASTE PIPES. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER FOOT. GROUND SNOW LOAD 25 LBS STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPP051NG U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ALLOWABLE RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2N4" LUMBER 15 w/b" R15E d w/(2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1b67 STANDARD - P15H WASHER.........................................2" 5TRUGTURAL MEMBER DEFLECTION BASK WIND SPEED 150 MPH COLLINS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. - KITCHEN SINK........................................2" RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND 5TAPLE5 - LAVATORY...............................................2" RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B RESIDENCE SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING GORE - 5HOWER/TU5..........................................2 L/150 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. - TOILET........................................................3" W/ NO FINISHED CEILING ATTACHED TO RAFTERS AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - LAUNDRY .................................................2" SEISMIC DESIGN CATEGORY B MANUFACTURER'S CODE EVALUATION REPORTS. INTERIOR WALLS d PARTITIONS H/150 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY - FLOOR DRAIN..........................................3" 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES WEATHERING SEVERE 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORE I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I5.6.1 b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. D SHINGLES OR APPROVED EQUAL. WOODSCREWS (INCH SERIES). FLOORS a PLASTERED CEILINGS L/360 225 MARLENE LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER '1. PROVIDE FROST-PROOF HOSE BIBS W FROST LINE DEPTH 3-OITH EASILY ACCESSIBLE DRAIN a DRAIN GOOKS AS REQ'D. MATT ITUCK, NY 11952 OF I" AND 3"x3"xI" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE H05E 5155 SHALL BE PROVIDED WITH BAGKFLOW PROTECTION. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCR:ETE/MA50NRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PROTECTION. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS NAPPROVED SPECIFIED O1 "SIMPSON"N" MAY BE g THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES CONSTRUCTION. STANDARDS AND REGULATIONS. CODES AND REFERENCE STANDARD: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ENERGY TABLE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK BY "SIMPSON" MANUFACTURER. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF STATE BUILDINGSPECIFICATIONS. PLUMBING.CODE,2020 NEW YORK STATE RESIDENTIAL GORE, 202o STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 'SIMPSON" PRODUCT LITERATURETHERE MAY BE SEVERAL II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GODS. NO NOTCHING AND LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. STRUCTURAL DESIGN LOADS 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING,CONNECTIONS OF 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND lb GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME PERMITTED 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONSTRUCTION MANUAL BY THE AMERIGAN FOREST s PAPER ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE THE PAGE: (AF3PA) AMERIGAN WOOD COUNCIL (ANC). 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FIXTURE HORN. USE LIVE LOAD DEAD LOAD 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 3. ALL PLUMBINGWORKSHALL CONFORMTO THE 2020 NEW YORK STATE MANUFACTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. EXTERIOR BALCONIES 40 psf 15 psfG-OO2mOO PLUMBING CODE. 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6351. 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEIN6 INSTALLED DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. ELECTRICAL: 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PA55ENGER VEHICLE GARAGES 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, ARCHITECT TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY DATE: 08/13/25 2 OF 13 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSERVATION CONSTRUCTION CODE. UNINHABITABLE ATTICS WITHOUT STORAGE CONSTRUCTION CODE. 6YPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM (MAX CLEAR HOT < 42") 10 psf 15 psf I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPLETION OF WORK. UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf (MAX CLEAR HOT > 42") 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: HABITABLE ATTICS d OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE - GENERALLY, VERIFY OR PROVIDE HARD WIRED ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf DEEMED APPLICABLE. SMOKE DETECTORS w/ BATTERY BACK-UP IN: SITE WORK ROOMS OTHER THAN SLEEPING ROOM5 40 psf 15 psf I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/5" ONE HOUR RATED TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION I ,. f, `4 (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED A. EACH SLEEPING ROOM ;, f�,,-, FIBERCLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 sf �, 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING B. OUTSIDE OF EACH SEPARATE SLEEPING p p c ,.. ,A RECEIVE CLARIFICATION FROM ARGHITEC:T/ENGINEER PRIOR TO PROGEEDIN6. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. AREA IN THE IMMEDIATE VICINITY OF ( / :, `4�, CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. THE BEDROOMS (GENERALLY THE HALLWAY) STAIRS 40 psf 15 psf Lxl �, ;, ' g 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ,, STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS,NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY G. EVERY LEVEL OF DWELLING `L ,, .0 SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETGJ GUARDRAILS AND HANDRAILS 200 psf 15 psf , .`') i TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ,. "r� 1) ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 'S UNSUITABLE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf t�_,I FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OENING5. - g" R-50 FOR FLAT CEILINGS - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. b. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 11 11 11 11 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS A50E 7-16 (MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL-DOAN DETAILS TYF I GAL- NAIL I NO/STRAP=f=I NO REOU RE1" ENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L- I F T/ SHEAR/ L_$ A 7E RA L. N I N D RESISTANCE NOTE: THIS SCHEDULED E5 NOT E INCLUDE NANINO MING FOR METAL FRAMING STRAPS SUBSTITUTIONS MA (SEE PAGE G-005 FOR 5TRAPPINO AND NAILING REQUIREMENTS,Y BE MADE WHEN LOAD CAPACITIES ARE MATCHED < AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE V4"x 20 5AU5E** -- "SIMPSON" ECQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU FUSE IOd NAILS IF STRAPPIP4G 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J m FASTENER SPEC. FASTENER HOL.DONN A HOEDOWN 8 CONNECTION A NA L- I NO OR I D DESCRIPTION AND QUANTITY SPACING E L0 FOR FOUNDATIONS ROOF $ GE I L I NG FRAM I NO 0 AT RAFTER TO RIDGE — _ O CONNECTION: I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd (0 ENDWALL COMMON NAIL w/o PREBORED HOLES. L � ENDWALL "..-^" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER z O (5) 2x FULL (5) 2x FULL CORNER STUD ,r^" " 2 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE O _� N HEIGHT STUD\ HEIGHT STUD ONNEGTED TO FOR STRAP - 3 8 d COMMON R.R. 2 SERVICE a �('0 CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST Oi`NEGTED TO CC U r- B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � G X � N TRANSFER SHEAR "SIMPSON" HDQS �ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP O O a_+ � FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. m HOLDONN ANCHOR ® 2-I6d COMMON -c O 4- 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • .� L0 LOCATIONS NOTED NAILS ® 6 O.G. 4 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® 6' O.G. 4 USE 4 5 d COMMON NAILS ® EA. CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP 0 Oco ON PLANS 10 D.G. IF BLOCKED O" O.G. IF BLOCKED CORNER POST ""-• END OF STRAP. ?° • • 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO Q n- O CORNER POST "` ., G E TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE "SIMPSON" HDQS � THE ABOVE A55UMF-5 A RAFTER 6RAPHIG BELON `"•�•..""•" HOLDOWN ANCHOR ® 5PACIN6 OF 16" O.G.;FOR SPACINGS 6.DIMEN51ON5 ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED a OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS t SPIKES 4 TABLE ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 1$ 52 AT RAFTER TO TOP PLATE TO STUD NALL FRAMING CONNECTION: HOLDONN INSTALLATION OPTIONS: --'" FOR NEW P. GONG. FOUND.'s ° ° ° FOR 5TRAP - 3 8 d* COMMON NAILS ® EA. 52 -yam TOP PLATE To TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDONN CAST IN PLACE THREADED ROD r' . . END OF STRAP. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P, GONG. OR NEWLY CURBED FOUND.'s . . sIM WHEN IN TOWN OF I5LIF OR NAILING WeI"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • CONCRETE w/ "SMP5ON" SET (HIGH STRENGTH EPDXY ---� �I • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24,10.0. M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT I SIMPSON #H2A (OR EQUAL) RAFTER TIE 1 1 1 Lj (H16H 57RENOTH ACRYLIC ADHESIVE) `""-"_AA I .._��` HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 • FOR EXIST. / NEW G.M.U. (GONG. BLOCK) FOR TOE NAILING - 3 8 d COMMON NAILS ``'-.USE SAME � TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN CONNECTION • FOR G.J. TO R.R. - Q I6 d COMMON NAILS r l BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER V FOOT THREADED ROD REQUIREMENTS FOR ...""�•`""`"""•-----"._ •RA15ED C.J.'s(WHEN AT O.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (PAGE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDONN 'G' HOLDONN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - q Ib d COMMON NAILS FLOOR FRAMING .— OR NEW 4 EXIST � FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY ; W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) 2x FULL , HOLDONN ANCHOR ® _ 2-I66 COMMON HEIGHT STUD ,.-'"� . G2 "� TO STUD CONNECTION: BLOCKING TO SILL or 3-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 D.G. 4 ,,✓ ° TOP PLATE (TOE-NAIL) ON PLANS ID" O.G. IF BLOCKED G I FOR STRAP - 5 mod* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST N NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST ° I FOR EA. PLATE TO STUD ABOVE 4 OR ( 2-Ibd G M N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST F NAILS ® &I O. . "+-- ) I' ``�.," ""'""--------' BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ' a • ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD a "SIMPSON" 5 14RJ CONNECTION DI I$ D21 SOLID BLOCKING PERIMETER EDGE ZONE ° 8d COMMON 6" EDGE / 6" FIELD HOEDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. FOR NEW P. GONG, FOU M UP TO el" RAKE OVERHANG ND>� HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD "�•"" • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s " • -1/8"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "51MP50N" SET (HIGH STRENGTH EPDXY 0 I/2" MIN. FROM GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O°F-4o°F USE "51MPsoN° AT CORNER FOR STRAP - 3 e d* COMMON NAILS ® EA. (HIGH 5TREN6TH ACRYLIC ADHESIVE) ONE #4 REBAR I ° ' END OF STRAP (WRAP STRAP UNDER SILL FL.)ON HALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDONN ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/'V8"O THREADED ROD 2 I6d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD 9 d ° ALTERNATE CONFIGURATION - ABOVE STUD TO G W FIELD GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIE FLOOR CONNECTION W/ # P 4 51MP50N (OR ----"•-•• STRAP w/(s) 12 86 NAILS m EA.END N L- I N O/S TRA R N O@ N I N D O Jul/DOOR H E A D E R STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES �``" w" OF EA.STRAP TO uj E EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) V NOTATION: A - NUMBER OF 6d NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 5.1,P. 159);WHEN STRAPPING STRUCTURAL PANELS: GONNEGTI ON E _..-- ' I" or LESS: 8d COMMON 6" EDGE / 12 FIELD REQUIRES OVER 14 NAILS,USE SIMP50N G516 STRAPPING (OR EQUAL). "-„r...•-•~"""" • GREATER THAN I IOd COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 5.23B, P. 291) " M--"" • G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM, TABLE 5.25C, P. 2112; � ALTERNATE AS PER TABLE 3.23D,P. 2-15) ' I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" 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. 51ME AT 57UD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 R=>UGED. Q (2015 WFGM, TABLE 3.71, P. 18q) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIeHER C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2016 WFGM, TABLE 5.22F, P. 265) °9 ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2018 WFGM,TABLE 5.22F,P. 256) d ° °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT B F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD To END OF SILL(S) ® EA. SIDE a A. c 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER of '' E— (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5b,P. 191) ° �``"""'••-•".. ° ° ° FOR STRAP - 3 8 d*COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH COLLINS ° as ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENING SCHEDULE B ° a ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE `--••-""...�" a° ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS -. ° ° $ FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) `" --.. J6 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE,-PRE—ENGINEERED ROUGH �` B G D (2 PLY C3 PLY F NOOD, AND/OR TIMBER GONSTRUGTION OPENING HDW HDR) THE FOLLOWING SIONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 225 MARLENE LANE 2'-0" 5 I 1 2 1 n/A 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 2 n/A 3 SQL_ G I NO O TOi� fi�L_AT GABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - '7 BRACINO/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-01, 2 5 4 5 n/A 4 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � , 8'-0" 2 3 5 3 n/A 5 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING• 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH FOR WIND - EXPOSURES 5$0 - FOR WIND - EXP05URE5 540 - 4'-O" O.G. TO ACHEIVE RAKE O.H. BE "I" "I I" "III" "IV" OR "V" TO INDICATE STRAPPING, & NAILING DETAILS l0'-o" II n/A 4 6 4 n/A n/A ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 13 n/A 5 8 5 n/A n/A BUILDING MINIMUM SPLICE"�� BUILDING MINIMUM SPLICE I�",4 THE NYS 50. DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-6" 12'-O" 3'-O" OF EA. STRAP 40 01 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-0" 3'-0"/3'—'1" I6'-O" 4t-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER -003 . ANCHOR E3OL.T SFEG F I GATT ONS CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 20'-0" 5'-O" - "F" = FLOOR FRAMNO, INCLUDING BLOCKING 2 BAYS GIRDERS I$ BEAMS 6°-12° SPECIFICATION (2015 WFGM TABLES 3.2A 4 5.25, P. 15'7-160) 24'-O" 4'-0"/5'-0" 24'—O" 6'-0" BACK let 4' o.c. - "R" = ROOF FRAMING CORNER 5q. _ CONDITION FOR ALL STRUCTURES: � - °FR" = FLOOR 4 ROOF FRAMING DATE: 08/13/25 3 OF 13 5/6"4' ANCHOR BOLTS ® 39" O.G. 28'-O" 5'-O"/6'-3" 28'-O" • 32'-0" 61-011/7'-6" 32'-0" 8'-o" SECOND FLOOR N rc� P 36'-O" -11-O"/8'-Q" 36'-O" 9'-0" NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION V51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O" 8-O"/IO-O" 40-O" I I-O" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS W/ 3" SQUARE WASHERS AND END NUT SETUP 2•TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50 O 10-O /12-6 50-O 13-O BACK ® 4'-O" O.G. END ,� «. CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE N TOP TWO COURSES SOLID 5d NAILS EA. END 1 '1 5.TABULATED SPLICE LENGTHS ARE BASED ON e,FOOT WALL 60-O -12 O -/15 O 60-O _16 O OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HPI&HTS,H,THE TABULATED UNIT 0 �. LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR OR REPLACED BY HOLD DOWN5 FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -IO-O I4-O '70-O IQ-0 „ PLAN DIAGRAM OF ZONES 3 ANCHOR BOLTS ARE TO BE BETWEEN 6 u 4 I2" NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN6 FACTOR _ (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 501-O 16-O 50 O 22 O F t,�� FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 REFLECTIVE REFLECTIVE " (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOGKIN6 2 BAYS II'WALL- 1'S? THIS COLUMN w/MULTIPLIER 5 BACK ® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0" WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO O RAPH I CS CONTINUOUS BUILT-UP O I RIDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAM NO STANDARDS, 17 15 REO'D FOR FRAMER TO HAVE A 1- RE B L-O G K N O FOR f=L.A TF O RM Jul O O D FRAM 1 N O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE 65SEMBLY REQUIREMENTS. (FOR ENGINEERED LUMBER [ie. WOOD I-JOIST51 SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE/ OF A WHEN GIRDERS MADE UP OF JOISTS NAILED d GONNEGTI ON Q PATTERN DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER Q BLOCKINS UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. Lu NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12"O.G. P Lu cc THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T STUDS STUD B (s)ROWS IOd NAILS o 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. m SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-J N SUBFLOOR G (D2$ROWESNID/5' m BOLTS• 12"O.G.STAGGERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE 1� .O il PLATE SERVE AS FIRE5TOPPIN6. SOLE PLATE D (2) ROWS I/2" m BOLTS® Ib"O.G. BUILT UP GIRDER P MAX.52" NAILING: p � 50LE PLATE J TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ -0 .-- 0 E (2)ROWS 1/2" m BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NE J015T SERVES AS FIRE5TOPPIN AR EACH END OF G. .�-+ }- CD BETWEEN 1/6 EACH PIECE,OTHERS STAGGERED WITH A DISTANCE L- Z (2)ROW5 5-5/8"TRU55LOCK SCREWS® 12"O.c. 4 1/4 OF A 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 O O CV 0 F OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. a. SCREWED ON(1)SIDE OF MEMBER Lf7 ,[LINE; �- OR GIRDERS ARE TO BE NAILED FROM EACH (2) ROWS 5-B/8"TRUSSLOGK SCREWS a Ib"O.G. P T SCREWED ON(I)SIDE OF MEMBER SIDE W/ IOd NAILS, TWD NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O � X � N JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOGIGIN6 PLACED BETWEEN O 0 p 4- H (2)ROw5 3-3/8"TRU55LOGK SCREWS®24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. 0 m Cfl J015T 5GREWED ON(1)51DE OF MEMBER O z MAXIMUM OFFSET THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND (2)ROWS 5"TRUSSLOGK SCREWS m 12"O.G. i JOIST DEPTH, d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 d MATCHED SIZE OF BLOCKING NAILS ON EA, SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. `- UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K l2)Rows 5"TRU55LOGK SCREWS a Ib"O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 32" O.G. BLOCKING STUD (2)ROWS V TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GE I L I NO BRAG I N5 STRINGER TO SERVE AS FIRE5TOPPIN6. W GANTI LE'V'ERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON � SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 5A5LE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN&"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN B'WHEN 10"OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH /STUD 2.WHEN SGREWIN6 OR NAILING 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 GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY P11=R5, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE ® V O.O. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� I I �/� ll PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I `� L I `lO FATTERI `t5 FOR SIDE LOADED BEAI " I5 (Ie. FLUSH 5F_AMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE � m 10)8d ✓ -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NAILS AS FIRE5TOPPIN6. • FIRE- FIRE- WOOD FIRESTOPPING FIR£5TOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED STOPPIN& STOPPING FIRE- FIRE- STOPPING 5TOPPIN6 SOLE MULTIPLE-PIECE MEMBERS ( l JOIST *5d COOLER NAILS 0 10" O.C. NAILED' BOLTED' BLOCKING 2"x4" BLOCK NAILED TO EA. BRACE 2 ROWS Ibd 6 ROWS Ibd 2 Rop: 2 ROWS14' 2 ROWS J�" I I 1 iN VERTICAL w/(4) Iod NAILS COMMON COMMON eoLT9.24' BOLTS BOLTS FIRE5TOPPING WHEN e 12"o.G.� a 12"O.G., O.G.O7AB6ERED° a 12"O.G. a b"O.G. COVERING IS APPLIED STUD 20 ga. STRAP " TO UNDERSIDE OF • GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS !^ DOUBLE PLATES • 5d COOLER NAILS• 10' o.c. (10)8d NAILS BEAM SELECTION w/ STD. NAILING ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL 5TUD AS NOTED IN NOTES "1 4 8 ° E S NO TIME ALTERNATE JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYI^IALL SCREWS ° ° FIRE5TOPPIN6 LoGATION Q OVER STUDS,UNLE55 TOP PLATE 15 4"® ED6E/12"m FIELD FULLY BLOCKED SOLE of GIRDER DESIGNED TO CARRY THE LOAD SGREwS#6- lYa"TYPE W OR 5 1.TOP AND BOTTOM ROV15 SHOULD BE 2'FROM EDGES HOOD FIRE5T01°PIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"o.c FIRESTOPPIN6. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM of THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR 'STUD DETAIL THICKNESS OF THE MEMBER.USE WASHER5 UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". 0 0 0 0 0 0 0 0 0 _ I 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED ORN \ ® NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. O F6. OR 4L'ES FNOR 51PLI CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED LOCATION 7 STRAPPING W/ STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS FIRESTOPPIN6 �\ \ 1.2 ROW5 OF Ibd COMMON NAILS(12'O.G)FOR DEPTH5 12"OR LESS \ 4 8d NAILS LOCATION 8 \ \ LOCATION q ® EA.END 0 R.R. 6.B ROW5 OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS OF 14•,16"4 I6'. LOCATION 10 FULL WIDTH 2"x BLOCKIN Z O W N GONSTRUGTION DETAILS JillND LOAD FATH GONNEGTION DETAILS TOP PLATE DRILL VO INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS '4 lod ,CONTINUOUS LOWER TOE NAIL NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN K I NC STUDS PLAN VIEW Roo,R.R. IN LINE SIMILAR o SHED' WOOD JO I S WOOD JO I CRIPPLE STUD BLOGKINS JO157 HANOE HEADER z GENERAL REOU I REMENTS FOR GENERAL REGU I REMENT5 FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADE WOOD OI RDER WOOD JOIST JACK STUDS MAIN MEMBER ED yl a' U i-10, 30" W JOIST FRAM I NO OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 50' w/THE MAIN MEMBER 4 STARTED APPROX. Ya THE LENGTH OF THE NAIL FROM THE MEMBER END, COLLINS 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 4O° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. To AVOID O, No MORE THAN 2 TOE NAILS SHALL BE INSTALLED PN IE INSIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB 225 MARLENE LANE SUB FLOOR DOUBLE .JC I S DOUBLE JC 15T TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE 5ECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLWIS TO R/L SIDES w/STRAPPING TO R/L SIDES) N w PAGE: TOP PLATE ® O m WIND RE5157AN7 GON5TRUGT ON CONNECTORS GHIM. CHASE WALL p v o CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 o�-'w° v R IDOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS �z 4 OP 0 RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 08/13/25 4 OF 13 ROOF p z q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ' �NO REQ'D BLOCKING w? O TO ALIGN w/STRAPPING a PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD H .-, _. /, w ® EA. LEVEL ABOVE N W ;--trl�'.,•, � THE FIRST FL. ®Z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD ':` > a FLOOR/01-6. ® HEADER-TO-JACK 57UD 0520 @ 12" APPLY TO EACH JACK STUDEO ;.. CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD Q �� SHEAR WALL HOLDDOWN ANCHOR 557B16 APP Y (P L TO EACH SIDEWALL END I5T. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE �� SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) a USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I NEW PARTIAL HEIGHT DEMOL I TI ON NOTE: _ EXISTING TO BE DEMOLISHED i WOOD FRAME (L.G. 5TL. a WHEN APPLICABLE) ' PROVIDE SHOR I NS AND SUFF'ORT TO ALL AEfEGTED Q EXISTING TO REMAIN STRUCTURAL MEME3ERS PRIOR TO THE COMMENCEMENT o NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL LU 5TL. WHEN APPLICABLE) G OF ANY DEMOLITION OR CONSTRUCTION. -i c� NEW RATED FIRE ATED MIN. (2) 2"x4° STRUCTURAL ALL EXIST 1 NC CAE3 1 NETS PLUME3 1 NC E I XTURES ® a :�_ N WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS i i 0� c WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL „ APPL I ANCES TO �E REMOVED 0 . POST FOR 6 WALLS), U.O.N. _ }'R C(.0NEW 2-HR FIRE RATED '+-+ _ WOOD FRAME (L.G. 5TL. �O O N z O WHEN APPLICABLE) a •co 2 X N O 4- O 00M 'Z (fl N cB C a O Q O W EXIST. UP ) ra 10' U REMOVE WINDOW REMOVE WINDOW - REMOVE WINDOW n , REMOVE j �`-3'-2"— --- --- ----� EXIST. T}b '�11 12:12 12:12 A5- BUILT AS-BUILT REMOVE DOOR z II 0 REMOVE LAUNDRY II I W� EXIST. EXIST. I II ( i • > III BEDROOM G G' III " N III 126Hill S.F. -� EXIST. Hill I - U) > BEDROOM1111 II O f=_� III I O II 8'O" GL6. EXIST. 96 S.F. I II ILL I HGHT. IL- �JI I L---J �J " " _ GL. AS-BUILT 'i cl ASATBTI G T BEDf200M %�0¢ P`5A BUILT IC AS-BUILT r -- -CATHEDRAL CEILING- QO REG. �,r-_-� 20� S.F. \ -r-� ROOM II II XIST. I I _ EXIST. ------� L----------- r-------------7 G HALLWAY i HGHT. AS-BUILT jj �� /� �-- 0 BATHROOM IREMOVE WALLS AND AS- EXIST. j I I W� ROOF ABOVE ® BUILT BATHROOM II > �' LOCATION OF PROP.1 I II I \ ADDITION `REMOVE WALLS AND AS-BUILT %� I��I I 0! n I i " ROOF ABOVE ® 1 QQ i 1 \ / AS-BUILT 0 z Hill DEN �1I1 N I I 1� i I� L I �b I I N LOCATION OF PROP. O II 71 I =��/ I -- I L---J �2'-2" �6'-5"� I - ADDITION II III Ipl ----11-----------� 12:12 -- II 1I j ----------------- " �� i-------------__ pAS-BUILT A5-BUILT 1 1 0 11 T-5TAT I I III 1 - n HALLWAY BEDROOM I N L��r TO BE j in ❑ RELOG. 0 1 I_;__J 4--- i --� AS-BUILT 12) RI 8 ---- AS-BU I LT AS-BUILT I LT (2) I I I I� III I� � I I p II II 12) RI ® 'AS-BUILT 12� " (2) I 8"AS-BUILT lL EXIST. I UP II) 'r ® 10' UP 11) Tr (U ® 10"DN I II II KITCHEN „ GL. IIhl�, IU r 9 pN ILLIIi i� .p ul II III —�1— --------1 -- Hz ---1 ' ® �----_J IL --� III 7 `t it1Q I m (L A5--B II LT N c I AS-BUILT Q FREMOVE 1 1 MEGH, ROOM DOOR I " in I I Lu F ' EXIST. GREAT _-__-_-- - -OPEN TO BELOW , r -----, ---------, ROOM 1 REMOVE AREA REMOTE AREA I REMOVE AREA I REMOVE AREA —CATHEDRAL GEILINO— OF ROOF FOR �II I OF ROOF FOR I OF ROOF FOR I OF ROOF FOR 1 0 AS- A5-BUILT PROP.SKYLIGHT I PROP.SKYLIGHT I I PROP.SKYLIGHT I I PROP.SKYLIGHT I U L----__ J L------ J >>. BEDROOM I ---- — � � BUILT _ HGHT. ELECT. tu PANEL I'-4" �--- ---�---� � _-__= PROJECT: REMOVE WINDOW I REMOVE WINDOW I REMOVE WINDOW I COLLINS I I I I 1 RESIDENCE 1 � I � REMOVE � EXI5TIN6� 5ASEMENT DEMOLITION FLAN DECKS CoND Loon D MOL I T I oN PLAN ROOF D MOL I T I oN FLAN _ 1 _ _ 225 MARLENE LANE SCALE: 1/4 - I -O SCALE: 1/4„ - I -O SCALE: 1/4„ - 1'-0" MATTITUCK, NY 11952 I I I I N I -z I DRAWING TITLE: - - --------------------- ------ 1 PROPOSED DEMOLITION PLANS I I L_----- I FIRST FLOOR D MOL I TI ON FLAN PAGE: SCALE: 1/4" = 1'-0" A-10 =OLOO DATE: 08/13/25 5 OF 13 n ;`y c�,��� t For � , _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i 0- HOOD FRAME (L.G. STL. 6:12 I:12 Q EXISTING TO REMAIN WHEN APPLICABLE) EXIST. ( ) 5.1 0 1.5" 0 UP ,) r 10' M-----� NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 1 -a EXIST. 5'-loy2" 4 H 4 H 3-0 - J M �---9 STL. WHEN APPLICABLE) �/ NEW I-HR FIRE RATED ® MIN. (2) ZX4" STRUCTURAL a, Lo WOOD FRAME (L,G. STL. P05T FOR 4 WALLS 2-I EXIST. MODIFIED � (MIN. (2) 2"x6" STRUCTURAL L",I) I LAUNDRY BED6ROOM � BEDS SOOM OO WHEN APPLIGABI_E) � A5-BUILT _POST FOR 6" WALLS), U.O.N. BUILT NEW 2-HR FIRE RATED in > � WOOD FRAME (L.G. 5TL. GLROOM NATURAL LIGHT NATURAL LIGHT 4 Z EXIST. VENTILATION VENTILATION O C N 0 WHEN APPLICABLE) 4 _ a •- co Lo 6 Q M 0 FLOOR 126 FLOOR 115 >_1 ^ (0 r- d) 1 AREA AREA c 2 X CV IlI J Y 4 S.F. REQ. S.F. SPROV. .F. REQ. S.F. 4 N m •Z Cfl LIGHT LIGHT O O C>3 FLOOR PLAN NOTES I I N $ 10.1 S.F. ib S.F. 3 4.4 S.F. 16.405 F. IN 4J a- DOOR NOTE: ® REQ D 5M/GO T EXIST.ST. REQ D M Q r- a O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O TYPICAL BATHROOM NOTE: z I �� VENT -_' GL, VENT I 5 �F 5.0 S.F. 10.1 S.F. 4.1 S.F. 10.1 S.F. ON PLANS BY 'JELD-WEN' (OR EQUAL). I. WALL BOARD s REQ D REQ D 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 65-BUILT �f ON PLANS BY 'THERMATRU' (OR EQUAL). ALL BATHROOMS REG. I EXIST. F�_77 EXIST. 6'O" GL6. �Sr 3.NOTE DOES NOT INDICATE EACH NEW DOOR 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ROOM �' HGHT. n TUB SURROUNDS PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. _ 5 6 10 3 2. SHOWER FLOORS 67'GL6. ,O GL6. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR _ �� _� EXIST. • 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON _ EXIST. EXIST, EXIST. WALLS,U.O.N. HSHT. }{6}{T, I z - GL. SM/CO 5. INSTALL AS PER MANU SPEC:.'e 2.2. CONCRETE MUD-SET (SLOPE 1/6" PER FOOT �t HALLWAY :: TOWARDS DRAIN) UPON H F 6.PROVIDE (2) 2 AO HDR.,U.O.N. i ,. SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ® M cV N-� EXIST. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. FLOOR, WRAP DRAIN 6 ATLEA5T 15" UP WALLS 0 p - A5- t�` EXIST. BATHROOM ...�J 3. BATHROOM WALLS STAIR RAILING NOTE: 5.1. PROVIDE TILE FIN15H AT BATHROOM WALL5 TO 2_ I 2_ 2_ m BUILT �S� 5 6 IO 7 4 O2 BE SELECTED BY HOMEOWNER. CL. 2- U I. ALL NEW STAIRS SHALL HAVE MAX. 6-i/4 RI 8 MIN. 10 A-501 A-501 A-501 3 F A-501 Tr - RISERS SHALL BE CLOSED 2. 6REATE5T RISER HE16HT IN A FL16HT OF STAIRS SHALL 3 3 AS-BUILT AS-BUILT • L NOT EXCEED THE SMALLEST BY MORE THAN ". 6 LAUNDRY ROOM: • BEDROOM M DEN SM/CO 1 J 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-6" O I. CONNECT WASHER $ DRYER TO EXISTING WA5H /DRY HOOK UP SM/CO 5M N 4. STAIRS SHALL HAVE THE P°OLLOWIN6 CLEAR WIDTHS: K N � ■ 4.1. BETWEEN CLEAR HEI15HT d HANDRAILS: 56" MIN. DRYER EXHAUST NOTE: N - RELOC. NATURAL LIGHT 4 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. I. DUCT SHALL TERMINATE TO EXTERIOR T-5TAT F. 4.3. BELOW HANDRAIL, RAILS ON BOTH 51DE5: 2," MIN. VENTILATION tL +, - 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY 4 AS-BUILT - Q - � 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN OPENINC75 HALLWAY FLOOR N c ry U ONE SIDE OF EACH FLIGHT'OF STAIRS CONTAINING FOUR 3.DUCT SIZE A5 PER MANU. AREA 85.1 I T A-501 ❑ OR MORE RISERS, AND WH!_RE 5HOWN ON PLANS. 4,DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN A5-BUILT 12) Ri 8 p A5- �` S F I (2) I 6"AS-BUILT I k WALKIN6 SURFACES LOCATED MORE THAN 50" ABOVE +S S.F. REQ. PROV. p N AS-BUILT 12) RI ® cV CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO UP II) r 10' T „ FINISHED FLOOR OR GRADE, k WHERE SHOWN T PLANS. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM g ttl GL LIGHT 4 11 m UP (I I) Tr ® (I) ® lo°DN 6 m>,,�)< • -/� ,. 36" HIGH GUARDRAIL d SPINDLE SPACING NOT TO SHALL BE LIMITED TO SIN6LE LENGTHS,NOT TO A-401 Q'D 6.6 S.F. 6.0 S.F. A-401 Q V J ALLOW PASSAGE OF A 4" SPHERE;36" HIGH EXCEED 6 FEET AND SHALL BE LISTED AND LABELED VE HANDRAIL. IN ACCORDANCE WITH UL 2155A. 3.4 S.F. ,.5 S.F. iL ® - ■ O 5. 6RIPPABLE RAIL AS PER CODE. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIOCD RE = - E ' Q. RAILING TO BE WOOD. N = AS- EXI T. 1 I� - 3 dJ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS C• EXIST. - ¢ � in RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST w BUILT �� OUTDOOR c* I p O5MOKE DETECTOR / CO DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL to H. Qi+ - 5H WER 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5CREV45 3'-0" ,'- 2" SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ,, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER AS-BUILT EXIST. GREAT HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE -1 uu i - MODIFIED ' AS-BUILT BEDROOM ROOM Q T- 2.INTERCONNECTION BETWEEN NEW # EXI5TIN6 DEVICES MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 0 a MECH. ROOM TO" �GHT.6 N A-i CATHEDRAL CEILING- KITCHEN - SHALL NOT BE REQUIRED WI�ERE EXISTING ALARMS FEET FOR EACH 45 BEND AND 5 FEET FOR EACH VIO F z LTA/ O O ARE NOT INTERCONNECTED, AS PER NYE, R314.4. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES � - A CONDENSER 3.PROVIDE SMOKE/ CO DETECTORS A5 INDICATED, AND NOT INCLUDE THE TRANSITION DUCT. tL NATURAL LIGHT $ 4 = 11 PROP PROP O O PER 6ENERAL ELECTRICAL NOTES ON PAGE 6-002. - VENTILATION 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. NEW EXHAUST FAN SHALL BE INSTALLED WHERE - SKYLIOHT \ I SKYLIGHT HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS AS- 3 FLOOR 95.6 - - _ b OPENINGS TO BATHROOMS w VENTILATION 15 NOT MET BY MEANS OF NATURAL/SHOWER OR TUB, EXIST. BUILT AREA CIRCULATION THROUGH WINDOWS OR DOORS TO • 5. INSTALL ALL AS PER MANU. SPEC.'S OIL ►- OUTDOOR SPACES AS PER NYS MECH. CODE SECTION ij 5M S.F. REQ. S.F. PROV. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 405.5.2.5; INSTALL AS PER MANU. SPECS IN COMPLIANCE WITH LOCAL. CODE uJ LIGHT WINDOW NOTE: NEW PLUMBING FIXTURES: EX15T. REQ'D ,•6 S.F. 6.0 S.F. I O 1. ALL NEW WINDOWS SHALL BE ANDERSEN CASEMENT, O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PANEL VENT 3.6 S.F. ,.5 S.F. DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). INSTALL AS PER SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. IN MANU. SPEC.'S. A 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: -� SEE DESIGNATIONS 4 WINDOW SCHEDULE. Q I. NEW J' PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 3.FOR SUBSTITUTIONS,SEE NOTE #q „IN 6LA55 WINDOWS SC{Eyy PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® WATER LINE q L AND DOORS" ON PAGE 6-002. INTERIOR. PROP 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2,NEW FINISHED FLOOR PER H.O. SELECTION 43 CRAWL Cf B B m 5. ALL DOUBLE HUNG WINDOY�, TO BE TILT WASH to to 4 / m x 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: NEW TILE FLOOR: 0� SPACE V �`� PROP' z m 6.1. FOR ALL SKYLI6HT5 8 OPERABLE PANELS OF l0 I. NEW TILE FINISH (H.O. TO SELECT) UPON z I ' ENTRY m 4 SWINGING, SLIDING, 0 BIFOLD DOORS 2,ONE LAYER THINSET(LEVELED PROPERLY) UPON i p 60.6 S.F. 6.2. WITHIN 16" OF F.F. p 6.5. WITHIN 24" OF A DOOR 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON I p C 6.4. WITHIN STAIRWAYS WITHIN 36" OF A LANDING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); 1 9 It 9 O (2.5. WITHIN TUB/SHOWER ENCLOSURES SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. 0 Q I W �0� p (ob. SEE ALSO GENERAL NOTES ON PAGE 6-002 INTERIOR. II It1 ,. SEE PAGE 55 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM EGRESS WINDOW WELLS: (2) 2"xIO" HEADER U.O.N. II _ PROVIDE (2) NEW EGRESS WINDOW WELL d COVER BY ED 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER "ROGKWELL;WET-664446 SERIES" 66"W.X45"D. OR PROPO H q'_IO' I EQ. 4'-1�2" NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS EQUIVALENT. EQ. PORG LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" - PROVIDE (1) NEW EORE55 WINDOW WELL BY "ROCKWELL; I I 265 SF - -0 ABOVE GRADE OR THE ADJACENT SURFACE AT THE WET-664424 SERIES" 66"W.X24"D. OR EQUIVALENT. z w BUILDING EXTERIOR. - INSTALL AS PER MAN. SPECS. - - - - - - - Q - 2 EGRESS NOTE: _ _ _ _ _ _ IN COMPLIANCE WITH NEW PORK STATE BUILDING 12 NEW GUTTER _ 2 U CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SEE SPECIFICATIONS AT ELEVATION NOTES - - - - - - (V EGRESS SHALL BE FOLLOWED: �d NET CLEAR OPENINO........... 5.1 S.F. 13 GUTTER HIGH POINT (TYP) ell.6:: NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM °<, m PROPOSED 14 NEW 4"x5" ALUM. DOWNSPOUT (TYP) Q Q MASONRY PATH Q G 0 -' PROJECT: COLLINS PROPOSED FOUNDATION PLAN, PROPOSED FIRST FLOOR FLAN RESIDENCE SCALE: 1/4" = 1'-0" 5GALE: 1/4" = P-O" 225 MARLENE LANE ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "G-005" FOR NAILING 4 5TRAPPIN5 DETAILS. MATTITUCK, NY 11952 ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER •• FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER •* CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS DRAWING TITLE: WINDOW CHART PROPOSED FOUNDATION PLAN EGRE55 CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING PROPOSED FIRST FLOOR PLAN TAG COUNT TYPE MODEL # WIDTH REQ'D: 20" TEMP. PRO\/. PROV. PER UNIT PER UNIT REOV:WIDTH HEIGHT WIDTH HEIGHT OPE1NHREOV: 5.1 S.F. (S.F.) A CASEMENT CW145 2'-4 7/8" 4'-5 3/8" 2'-4 3/6" 4'-4 15/16" 1.5 5.F.(EACH) ® 8 "1.5 PAGE: 13 � DOUE3LE HUNG TW2046 2'-2 1/8" 4'-6 Ve," 2'-1 5/6" j 4'4 75" 6.52 5.65 DOOR SCHEDULE � ®� � 0 ��WNING A51 5'-O 3/8" 2'-0 5/6" 4YI V6" 2'-0 VS" 1 -7 -1.5 2.5 DOOR MATERIAL ���WNING 00 AN51 3-O V2 I-Q 2-11 1546 I-8 V2 � 5.5 1.4 TAG DESCRIPTION MANUFACTURER p -t dl NOTESTW20210 2-2 V8 [-5,-OV8 E2-15/8J 3-0 i/6 5.66 2.08 p Q DATE: 08/13/25 6 OF 13 WIDTH HEIGHT---][ 3 �� PICTURE P3050 176-0 I/2" 2'-1115/16" 2'-1115/Ib" 6.8 �� DOUBLE HUNG TW21036 3'-O V6" 5'-15 1/6" 2'-11 5/6" 3'-67VI '7.25 5.Q2 FIR5T FLOOR 7 I EXTERIOR ENTRY HALF-CITE : :: � �� � �� � �� 101 THERMA-TRU 3'-O" 6'-8" • • H � DOUBLE HUNG TW30467[ IF 3-2 V6 4-5 V6 3-1 5/6 4-6 VS 5.1 S.F.(EACH) 10.51 5.'1 SWING INSULATED �✓� _,_r„��'.�,�,� � CLOSET DOUBLE BUILT-IN C�° !>``' ;; '.` } 5'KIELUX T (FS) "C12" 21" "10 I/4" 21 1/2" "IO 3/4° © 8.52 102 N/A 2-4 6-8 • SWING CLOSET ' WINDOWS REPLACED "IN-KIND" SECOND FLOOR JWNING AN31 3'-O V2" I'-q" 2'-II 15/I6" I'-8 1/2° 3.5 1.4 201 INTERIOR SWING JELD-WEN 2'-6" 6'-8" SOLID N4Q'i;_ r, GLIDING 5010 3-O I-O IF2-11 1/2 111/2 OAIT 0.'5 202 ATTIC ACCESS FAKRO OR �=:21" 45" ��� INSULATED Teti+ K I DOOR EQ. O fi' N �'�,• L CASEMENT GN12__�71'-9" 2'-0 5/8" I'-8 V2" 2'-0 1/8" 2.2 1.01 CRAWL SPACE ��=DOUBLE HUNG TW210510 �=V-0VS" 4'-0 1/5" 2'-11 5/6" 4'-0 V6" 5.04 4.56 001 CRAWL SPACE N/A 24" 36" LOCKING ACCESS HATCH - - - - - - - - - - - - - NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED , I WOOD FRAME (L.G. STL. I 6:12 I=12 C'� Q WHEN APPLICABLE) EXISTING TO REMAINLu �- { NEW WOOD FRAME'. (L.G. NEW FOUNDATION WALL 4 H 14 H I J F---I 5TL. WHEN APPLICABLE) I \\ cc - - - - - - - - - - - - - - - - L - - - - - - ('7 4-1 NEW I-HR FIRE RATED MIN. (2) x4 STRUCTURAL Q 2 N Lo WOOD FRAME (L.G'. 5TL. POST FOR 4 WALLS WHEN APPLICABLE;) (MIN. (2) 2"x&" 57RUOTURAL a: 2: ,y00 POST FOR 6" WALLS), U.O.N. v v I 0 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. NATURAL L I5HT 4 I z WHEN APPLICABLE;) VENTILATION O O N " Oi FLOOR Z Q i co � Q -r AREA 1-5.6 I _ I c X : N �D 12:12 SLOPE 12:12 SLOPE I Q O O 4 t P. (EXIST;V.I.F) (EXIST;V.I.F) .� m �+, r-- FLOOR PLAN NOTES S.F. REQ. P oV. 4, O ij Ln DOOR NOTE: REG2'D Q 0 a o I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT TYPICAL BATHROOM NOTE: LIGHT S.F.S.F. 20. S.F. � O � O 5 1. WALL BOARD AS-BUILT VENT -1,1 S.F. 11.4 5.F. MODIFIED ON PLANS BY JELD-WEN (OR EQUAL). I.I. INSTALL M015TURE RESISTANT 6YP5UM BOARD IN ATTIC ' REQD ATTIC ' 2.INSTALL NEW EXTERIOR DOOf::S WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). ALL BATHROOMS - (UNCONDITIONED) 3.NOTE DOES NOT INDICATE EACH NEW DOOR 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND MODIFIED PROPOSED;SEE DE5ICNATION5 4 DOOR SCHEDULE. TUB SURROUNDS BED OOM 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2. SHOWER FLOORS -GATHEDRL GEILIN6- WALLS, U.O.N. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 5. INSTALL AS PER MANU 5PEG.':s 2.2. CONCRETE MUD-SET(SLOPE 1/45" PER FOOT Q 178. S.F. ------ - 6.PROVIDE (2) 2"xl0" HDR., U.O.N. TOWARDS DRAIN) UPON I �I PROP. I/2 ----- - - - ----- --------------- - T SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.5. WATER PROOF MEMBRANE TO COVER SHOWER / 201 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS • CS _ _ _ 3. BATHROOM WALLS I / 5 8 a 10 55.5 S.F. 4 W A 301 SM/GO - ------- -- STAIR RAILING NOTE: 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS TO O2 BE SELECTED BY HOMEOWNER. 2 _ CH 41'a" i� 2- -_----- -- -_-__--_ _._ 2- . I. ALL NEW STAIRS SHALL HAVE MAX. 5-I/4 RI 4 MIN. 10 A-501 w EXIST. A-501 - A-501 Tr - RISERS SHALL BE CLOSED W 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL A5-BUILT N 6 ('S - - --- -- -_ NOT EXCEED THE SMALLEST BY MORE THAN ". LAUNDRY ROOM: c " O 1. CONNECT WASHER 4 DRYER TO EXISTING N l j ® w _ _ 3. HEADROOM IN STAIRWAYS .HALL BE AT LEAST 6-8 . WASH /DRY HOOK UP 5'-q" • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: = N - - - - ------ -- - 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. DRYER EXHAUST NOTE: -------------- ----_- ---- -- 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. I. DUCT SHALL TERMINATE TO EXTERIOR 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 2,DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN Sao N ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR DUCT SIZE OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 3.DUCT SIZE L PER MANU. cV 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER WALKING SURFACES LOCATED MORE THAN 30 ABOVE 5, TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 12) RI ® " AS-BUILT (V CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 11) fr a w N 8 m • 1. 36 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO A-4ol ALLOW PASSAGE OF A 4" SPHERE;56-- HIGH EXCEED 8 FEET AND SHALL BE LISTED AND LABELED HANDRAIL. IN ACCORDANCE WITH UL 2158A. 5. 6RIPPABLE RAIL AS PER GORE. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RICID 9. RAILING TO BE WOOD. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS Q SMOKE DETECTOR / GO DEl EGTOR NOTES: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 12:12 SLOPE (EXIST;V. O I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT cDDUUCTTSSHALL NOT BE CONNECTED WITH 5HEET-METAL - - - - - - -OPEN T BELOW- - - - - - - I 12:12 SLOPE - - (EXIST;V.I.F) LFJ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE 2.INTERCONNECTION BETWEEN N:=W 4 EXISTING DEVICES MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -ADD 3" FOAM INSULATION _ADD 3" FOAM INSULATION SHALL NOT BE REOUIREP ARE NO INTERCONNECTED,A5 P I STINe ERNY5 R3144. BE ET FOR EACH 45' BEND AND 5 FEET FOR EACH o BETWEEN R.R. BETWEEN R.R. 4 4 BEND. E MAX. LENGTH OF THE EXHAUST DUCT DOES 4_b - -q:_6: I 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND NOT INCLUDE THE TRANSITION DUCT. \ O O I Oj I PER C GENERAL ELECTRICAL NOTES ON PACE -002. PROP PROP PROP PROP 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NEH EXHAUST FAN SHALL BE INSTALLED WHERE SKYLICHT�� SKYLICHT�J SKYL16HT� SKYLIOHT� 4 OPENINGS TO BATHROOMS 1,4/SHOWER OR TUB. O VENTILATION IS NOT MET BY MEANS OF NATURAL 5. INSTALL ALL A5 PER MANU. SPEG.'g CIRCULATION THROUGH WINDOWS OR DOORS TO 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION - - - - - - - - - - - - - - IN COMPLIANCE WITH LOCAL CODE 403.3.2.3; INSTALL AS PER MANU. SPE05 _ two WINDOW NOTE: NEW PLUMBING FIXTURES: rd' O4 I. ALL NEW WINDOWS SHALL BE ANDERSEN CASEMENT, O8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 4 F 0 MANU. SPEC.'S. EQ EQ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: I �J 11 ff SEE DESIGNATIONS 4 WINDO!^I SCHEDULE. O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); �I���� I 13 3.FOR SUBSTITUTIONS, SEE NOTE: #q IN GLASS WINDOWS I " '� I SCREW PERIMETER OF SHEATHING 6 O.G. 4 12 O.G. ® 13 AND DOORS" ON PAGE 6-00:2. INTERIOR. 4 MH.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. EXIST. I MATCH EXIST. ATC 2.NEW FINISHED FLOOR PER H.O. ELECTION ROOF SLOPE ROOF SLOPE .O. 5. ALL DOUBLE HUNG WINDOW5 1*0 BE TILT WASH �'P a P 111011 6.IN GENERAL TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIGHTS 4 OPERABLE PANELS OF IO NEW TILE FLOOR: ilI' I III i III II I1 12 SWINGING SLIDING, 4 BIFOLD DOORS O I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON I''' 6.2. WITHIN IS" OF F.F. 12 I I I'ii) I I I �I III I i 12 110�III I lib I Ili 6.3. WITHIN 24" OF A POOR 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON I I I III i� I �� MATCH EXIST. (� MATCH EXIST. 6.4. WITHIN STAIRWAYS 4 P4ITHIN 56" OF A LANDING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); I '`i i i I I I s (ZOOF LOPE I ROOF SLOPE I 6.5. WITHIN TUB/SHOWER ENCLOSURES SCREW PERIMETER OF 5HEATHIN6 b O.G. 4 12 O.G. ® 4 1 ( I I,; I I P c 14 i III 6.6. SEE AL50 GENERAL NOTES ON PAGE G-002 INTERIOR. II 14 I I 14 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND rd WINDOWS TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM ( EGRESS WINDOW WELLS: (2) 2"xIO" HEADER U.O.N. II _ PROVIDE (2) NEW EGRESS WINDOW WELL 4 COVER BY = 1p I I �01 8. ROGKWELL;WET-664445 SERIES" 66"W.X48"D. OR WINDOW FALL PROTECTION SHALL BE PROVIDED PER ! I NYS, R312.2 FOR OPERABLE hIINDOW5 WITH SILL HEIGHTS EQUIVALENT. LE55 THAN 24' ABOVE F.F., THAT ARE MORE THAN-12 - PROVIDE (1) NEW EGRESS WINDOW WELL BY "ROGKWELL; I I III I I I I I I i I �I II I III �I I I I I P I' ABOVE GRADE OR THE ADJACENT SURFACE AT THE WET-664424 SERIES" bb"W.X24"D. OR EQUIVALENT. w BUILDING EXTERIOR. - INSTALL AS PER MAN. SPECS. EGRESS NOTE: im v IN COMPLIANCE WITH NEW YORK STATE BUILDING 12 NEW GUTTER CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SEE SPECIFICATIONS AT ELEVATION NOTES EGRESS SHALL BE FOLLOWED: NET CLEAR OPENING........... 5.1 S.F. 13 GUTTER HIGH POINT (TYP) � m F, `OFO`�EI� ) ROOF PLAN � NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM SCALE: 1/4" = I'-O" 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP) a FROFOSED SECOND FLOOR PLAN SCALE: I/4" = I'-O" 30'-*2" PROJECT:II'-'T" COLLINS ry 550 IREF. RESIDENCE k T - 225 MARLENE LANE ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. MATTITUCK, NY 11952 SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER PROP. 5TONE FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER PATIO ® GRADE * CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS _ DRAWING TITLE: _ry WINDOW CHART Q PROPOSED SECOND FLOOR PLAN r EGRESS CLEAR LIGHT VENT PROPOSED ROOF PLAN ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. TAG COUNT TYPE MODEL # " TEMP. WIDTH READ: 20 PER UNIT PER UNIT PROPOSED WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'D: 24" (S F) (S F) PATIO PLAN OPEN REQ D• 5:7 S.F. A � GA51°MENT GWI45 2'-4 'i/8" 4'-5 3/8" 2'-4 515" 4'-4 13/16" 'L5 S.F.(EACH) © 8 -1.5 FIFPAGE: B 4 DOUBLE HUNG TW2046 2'-2 V8" 4'-5-VS" 2'-1 5/8" 4'-8 VS" 6.32 3.65 I 6 1 DOOR SCHEDULE I AWNING A51 5'-O 3/8" 2'-0 5/8" 4'-II VV' 2'-O V8" '7.5 2.5 I 4 H I 4 H 3_p ®3 C, DOOR MATERIAL ���NIN6 mOO AN31 5'-0 V2" I-9:: 2-II 15/16 I-8 V2 � 3.5 1.4 _ TAG DESCRIPTION MANUFACTURER Q a N NOTES Hr E � DOUBLE HUNG TH20210 2-2 V8 3-O 78 2-1 5/8 3-0'1/8 5.65 2.08 p Q DATE: 08 13 25 �I WIDTH HEIGHT 3 FROPOSED PA710 FLAN � � 7 OF 13 F PICTURE F5030 3'-O 1/2" V-01/2" 2'-1115/16" 2'-1115/16" 6.5 �� DOUBLE HUNG TW21036 3'-0 VS" 3'-b V8" 2'-II 5/8" 31-8 1/8" "1.23 5A2 FIRST FLOOR SCALE: 1/4" = I'-G" H � DOUBLE HUNG TH5046 3'-2 VS" " n " :: EXTERIOR ENTRY HALF-LITI 101 MA-TRU 3-O 6-8 • • 4 SVS 3-I 5/8 4 8'i/8 5.'f S.F. EACH 10.31 5.1 SWING INSULATED :: SKYLIGHT CLOSET DOUBLE BUILT-IN 102 N/A 2-4 6-8 • c" "VE'LUX" (Fe) G12 21 '10 I/4IF 21 1/2 '10 3/4 [✓1 8.52 SWING CLOSET �'� C.� ^ �� R J� WINDOWS REPLACED "IN-KINID" SECOND FLOOR :; .J AWNING AN51 3'-O V2" i'-a" 2'-II 15/I6" I'-8 V2° 3.5 1.4 201 INTERIOR SWING JELD-WEN 2'-6" 6'-8° SOLID ii �i1-. ���� ATTIC AGGE55 FAKRO OR r K II I GLIIDING 3010 3'-O" I'-O" IF2'-11 1/2" II 1/2" O.qQ 0.78 202 DOOR Ea. 27' 43' IJL��I 'I " T a L GA5I=MENT ON12 I'--I" 2'-0 5/8, 1'-& V2" 2'-0 V8" 2.2 IFIA CRAWL SPACE =VOUBLE HUNG TH2105 � 51_o V8" 4'-0 7/8" T2'-115 Iv, 4'-0 V8" 5.04 4.36 001 CRAWL SPACE N/A 24" 36" LOCKING AGGE55 HATCH BUILDIN5 5EC:TION NOTES 5/4"x6" P.T. � I DECK BOARDS P.T. DECK JOISTS AS EN ROOFING NOTE NOTED ON PLANS N (T`r'PZ R.R. P=R PLANS � OI I. INSTALL NEW ASPHALT ROOF 5HIN&LE5. / Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO / \ 5/4" x REOV 24" FROM INSIDE FACE OF STUD WALL AND ,AT VALLEYS I2 \ \ 2 HE15HT P.T. RI5ER ° 5.INSTALL (1) LAYER OF 15# SUILDINS FELT UNDERLAYMENT \ 3 Lu (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS J 12 / 2 \ \ 4 5/4"xb" P.T. °- -° ° - - - - - - - - - - FOR PITCHES FROM 2:12 TO 4:12, OVER � DEGK BOARDS 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) I \ M / _ 2"x BLOCKING ® EA. Q 5. GAP SHINGLE OVER RIDGE 8 HIPS (A5 REOV) -- 6.PROVIDE RIDGE VENT (AS REO'D) PROPOSED STRINGER TO MATCH SIZE �O In 4 O HALF-BATH OF P.T. DECK JOISTS 1. FLASH ALL VALLEYS 6.INSTALL DRIP EDGE AS READ O I MODIFIED � � 9. INSTALL ALL AS PER MANU. 5PEC.'s / BEDROOM \ \ 6 FASTEN STRINGER TO - } ------------- - - O ro TYPICAL ROOF $ CEILING CONSTRUCTION: ERR. PER PLANS / BLOCKING (MIN. 6 NEW ROOFING AS NOTE17 / \ \ NOSING FASTENERS) a O N Z Q • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD 3 2 m /AS-BUILT \ \ � .CO U SEAMS) \ 2"xl2" P.T. STRINGERS ® 16" G X O CV • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 4 / ATTIC \ 4" THK. x 6" WIDE x WIDTH O.G. (MIN. 5 STRINOER5 ® O O 4 \ OF STAIR P. GONG. PAD O Q 6' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) / 5 5B \ I' EA. STAIRWAY) O m ' N O co R-4�1 SPRAY FOAM INSULATION T' THICK ' EXIST. e. (R='7/INCH) GREAT 2"xb" P.T. BLOCK IN BETWEEN - Q O CL • PROVIDE 2' THK. SPRAY FOAM INSULATION ® EAVES N ROOM EA. STRING NOTEER. FASTENED TO `tx / \ P. GONG. PAD w/ 14/64" x m Q ALL DECKING SHALL BE FASTENED NEW EXTERIOR WALL CONSTRUCTION (TYP.): /� 5-1/2" CONCRETE SCREWS BY t'- w/COATED DEGKIN6 SCREWS BY 30 • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON �, "CALOURN" (OR EQUAL) - MIN. "DEGK MATE" (OR EQUAL) • 1/2" GDX PLYWb. SHEATHING (BLOCKING ® ALL PLYI^1D - _ PROPOSED = SEAM5) UPON ENTRY 3 SCREWS PER BLOCK 0" MIN. • 2"xb" STUDS ® 16" O.G. 1,4/DBL. TOP PLATE a �' AS MEN AS- EXIST. EXISTING GRADE GRADE • R-21 BATT INSULATION DEN BUILT HALL BATHROOM e3 -.# • 5/6' GYPSUM BD. WALL FINISH 00 GL. ° p NEW SIDING NOTE (TYP.): 6„� 1 O I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS UPON T 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CON5TRUCTION A5 NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. SPEC.'S 5 DECK STAIR l7 E TA I L U 5. PROVIDE ALL NECESSARY TRIM FOR PROPER • INSTALLATION F.J. PER PANS -301.00 n , 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL f SCALE: 3/4" OTYPICAL FLOOR CONSTRUCTION: I\ II 4 4 5 I. FINISH FLOORING TO SELECT PROP. CRAWL z^ • 2. 5/4" T 8 6 GDX PLYWD. 5UBFLOOR GLUED $ SCREWED O SPACE 6 6 Q Q wpp 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 6' INSTALL `.' O Q=1 'X' BRACE ® MIDSPAN z `� II I AS- AS-BUILT A5-BUILT V N Q MIN. 4" BETWEEN EDGES OF r=F V�! _ IU 4. MIN. R-30 GATT (ONLY BETWEEN FIRST FLOOR AND BUILT REG. ROOM BEDROOM O - Lu W 1-1/2" SQUARE BALUSTER r , FOUNDATION) - BED, o �' n O (STYLE TO SELECT) v 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS Oi m X W to en � M�L NEW TILE FLOOR: - 5B I. NEW TILE FINISH (H.O. TO SELECT) UPON 51MP50N H2.5A RAFTER p Q w O • 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON L_-r_J-- , TIE (OR EQUAL) m on 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON L--r-J-- 5/4'xb" P.T. DECK n, 4.NEW " Td 6 PLYWOOD SUBFLOOR L--�--- BOARDS um W O6 TYPICAL BATHROOM NOTE: SECT I ON`l I -I/A-50 1 SECT 10N 2-2/A-301 I. WALL BOARD I.I. INSTALL MOISTURE: RES15TANT GYPSUM BOARD IN ALL BATHROOMS SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-O" (2) 5/5"0 HOT DIPPED 6ALV. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS - BOLTS ® EA. POST w/ OVERSIZED 2. SHOWER FLOORS P.T. D.J. AS _ X WASHERS $ END NUT PRE`.BORED 2.1. NEW TILE FINISH (H.0. TO SELECT) UPON PER PLAN cV INTO BEAM, POST, DEGK TIE d 2.2. CONCRETE MUD-SET (SLOPE I/6" PER FOOT = RIM BOARD A55EMBELY TOWARDS DRAIN) UPON P.T. BEAM AS NOTED EXTERIOR SHEATHING AS - Z 2.5. WATER PROOF MEMBRANE TO COVER SHOWER PER SECTION NOTES I -- SOLID BLOCK ® 12" O.G. FLOOR, WRAP DRAIN $ ATLEAST 18 UP WALLS 5. BATHROOM WALL5 51DIN6 MATERIAL AS (2) SIMPSON DJT14Z (1) 5/5"0 H.D. 6ALV. THRU 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS TO PER SECTION NOTES DECK JOIST TIE ® BOLT w/OVERSIZED WASHER BE SELECTED BY HOMEOWNER. BUILDING PAPER b HOUSE WRAP EA. POST $ END NUT PREBORED INTO BASEMEN LOORING: TO FULLY OVERLAP FLASHING POST d DECK JOIST TIE BASEMENT O - FLOORING INSTALLED UPON 6MM POLY VAPOR a COLD ABA44 - BARRIER II ® COLUMN BASE BASEMENT PERIMETER WALL (INTERIOR): Z FLASHING (V 4"x4" P.T. POST 5/4"x6" P.T. DECKING GRADE N.O.N. ON PLAN/ II O 5ECTION/DETAILS) 12"m 'SONOTUBE' FILLED • 2"x4" STUDS ® 24" O.G. w/DBL. TOP PLATE GAP FOR ° II .77 SOLID w/P. GONG. ,u DRAINAGE I I • R-15 BATT INSULATION (MIN. 4p00 PSI) p Z • 5/6" GYPSUM BD. WALL FINISH BASEMENT CEILING: O • BLOCKING AS NECESSARY '•��•' __ _= o - • 5/6" GYPSUM BOARD EXISTING WALLS NOTE: METAL DTT DECK TENSION c o IN-FILL FRAMING OF EXISTIN6 WALLS SHALL MATCH 51ZE JOISTS AS PER PLAN FASTENED w/ (2) Z TIE BY 'SIMPSON' (OR $ SPAGIN6 OF EXISTING WALL_ STUDS,U.O.N. 5/5" d x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) LAG BOLTS ® 16" O.G. INTO MUD SILL WHERE THE CAVITIES OF EXISTING EXTERIOR WALLS ARE RIM Bb.;WHEN ® FOUND. WALL FASTEN COUNTER EXPOSED DURING CONSTRUCTION,FILL CAVITIES W w/(2) 5/6"(P x 5" LONG APPROVED FLASHING P.T. DECK J0I5T 2 hlOOI� l7 GK DETAIL FIBERGLASS BATT INSULATION. MASONRY ANCHORS ® 16" O.G. AS PER PLAN FOUNDATION WALL A-501.00 �" _ - SCALE: 3/4 I O � z w U LErI7OER CONNECTION r7)ETA I L A-501.00 SCALE: 1" = 1'-O" F I N I S�EE-2 2'-O" LAP FLOOR W (TYP) 0 PROJECT: HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS I II PROVIDE STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HE16HT WITH _ ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: - - COLLINS I NEW #4 CONT. HOR. REBAR 6'-5"I #4 REBAR ® BOTTOM, MIDDLE, $ TOP OF WALL (5 TOTAL) ® TOP $ BOTTOM OF >6': #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) _ ___ ___ __I I II _ I I GJ RESIDENCE - In FOUND WALL (2 TOTAL) PROVIDE 5" (MIN) GONG. COVER �I 4I A NEW P. GONG. FOUND. f� WALL (MIN. 4,000 FBI) OF ALL REBAR WITHIN P. GONG. I I I jI FOUND. WALLS 6 P. GONG. FT65. PROVIDE 5TRAPPIN6 6 NAILING A5 PER CONNECTION IV' IN #5 REBAR (TYP) a 11 1� 'j 225 MARLENE LANE NEW #4 VERT. TYPICAL NAILING/STRAPPING Q-. EXIST. FOUND. WALL REBAR ® 45" O.G. PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, a LATERAL RESISTANCE" REBAR (TYP) Q#5 BENTI I I }�I r MATTITUCK, NY 11952 d ` . ° ° e. + ° ; d °° PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. I I V"I NEW #5 HOR. REBAR ;�'� °. ° d • ° n° °.° .a° _ a_. '4 e <n (WHEN APPLICABLE) N SPACED VERTICALLY ==- I---==--__-_-_ __�=°_-____-- ---'____ I -- --- --- --- - - - a--FF== ________--.-_-_- -�_ ---- -- NEW(2) 2 xb P.T. SILL PLATES I FLOOR DRAWING TITLE: 12" O.G.;DRILL 6 PIN ° +e::° pll° F UPON BILL SEAL UPON COPPER "II e ° ,° ° II. d'•' ° GRADE LOOK SYSTEM AS I - BUILDING SECTIONS 4' INTO EXIST. FOUND. II °°. n< ° ° . .e. ° dI .;. +d d p °° NOTED ON PLAN e' TERMITE SHIELD WALL USING OUIKRETE e ° HIGH-STRENGTH �! ° ° II ° . ' ° °d d` 11. •' A. ANCHORING (OR = d°-= :II a ° a II ° e° 4: l + 0 �{I DESIGN DETAILS _ ° ° °° ° ° e II d ° ° °11 a o d' °° EQUAL) ° ° ° If,. 4 d 11 e' ° ° -4 °, I ° ' ' NEW 5/6"� HOOKED ANCHOR - d °'°' d a ° 11 BOLTS ® 3q" O.G. w/ 5" SQUARE CORNER CONNE07ION = e a • II ° ° ° d. °.� - II + . ^d ° '.+.fit A. e e II WASHER 4 ENDNUT I " + II e d° + ° r° ° II .d ° d °e ad' °j ° .a e° 1I d e ASPHALT DAMP d ° ° II' e P a A. 11 a ° ' ad ° Il.' °� - - z rr) PROOFING TO EXTERIOR #5 REBAR (TYP) 2'-O" LAP II q .°'II, e < '° d ° II ,'�T'Il a ° ', ° .d: .''ll O #4 HOOKED VERT. 1- a .'<'I ��" (TYP) d PAGE' MIN. . 11.d ° ° " A'. . <° °<°' I I _ II • .e • ° 11 d <: ° -' REBAR ® 45" O.G. °11 d _ °° i ° GRADE ° d .+ ° ------ -- ----- II . OLOO 11 #4 HOR M O REBAR ® TOP d I I + ° A-30m ° ° °'.�I a ' e BOTTOM OF WALL (2 TOTAL) II d ° " d ° ° °. II ° e' e' ;__,:,-.a a P G G FOUND WAL °I� - I -------------- °.e < e d = e ° I d... .°, _------------- c Ld = ON L e II 2 IU (MIN. 4,000 FBI) I ------ --�I-------- d +d -�-- d ° °SIP.. .. a .. II •' . ..' P. GONG. CONT. FTC. o 11 Q Z- I I II I^I �I I^I I^I e° °. ° de.. .. �_ (MC. 4,000 PSI) I - I Y `�1 I ` r7)0 `� Y `ELL DETAIL I L <°°c- =_' 7111----- d' Y.I.F. NUMBER OF STEPS REQUIRED II, - - _ I II DATE: 08/13/25 9 OF 13 NEW #5 HOR. REBAR I I ell ' O 5 HOR CONT. REBAR --------------I A-3O I.00 (5 TOTAL) - DRILL P. - a 1III _ - ----- --- -- -- ------ - `.d° 11 .. _I .jj II If'll I� 3 # ,� II- SCALE: 3/4" - 11 OII PIN 6" INTO EXIST. ° II 'e d Ile e a - PROVIDE 3 (MIN.) GONG. COVER 4 P. GONG. SLAB I I FT6. USING QUIKRETE 4. 11 = _�=='= -IT--P <�A U - OF ALL REBAR WITHIN P. GONG. HIGH-STRENGTH °IIn 8 . . d II d ° " . a e e d ° °II ANGHORI N6 EPDXY I I FOUND. WALLS d P. GONG. FT6 5. A. J I .. - #5 BENT ° IIII ' . 'a II + ... Ile .. + ✓' ., � , 'v. ,.�. ' v ° V v' v J-> II �� �i (OR EQUAL) I I ° I= I I I I I V pi I REBAR(TYP) ===J1== NEW #4 BENT VERT. REBAR ® lb O.G. 6 MIL POLY • -tl� I. 11 d.'1 .0 HOOKED BENEATH HORIZ. REBAR d •} ' °IIII A. e 11°11 ' a NEW 16" WIDE x 8" DEEP. P. GONG. -MOISTURE RETARDER =__ �{_= STEPPED FT6. (MIN. 4,000 PSU 4 GRAVEL BASE, - 3' 1 II ° PROV. GLEAN10 m q" NEW #5 HOR. REBAR (5 TOTAL) COMPACT FILL MIN. 3 MIN. M� EXIST. FTC. 2'-6" 2'-6" 'T' GONNEGTION >• �3e e'- v(F 1 57EF EC= FOUNDATION r7)E7A I L � 1=OUN�AT I ON MALL DETAIL -� REBAR OVERLAP 1�F-TA I L A-301.00 _ II A-301.00 SCALE: 3/4II - I -O 5GALE: 3/4" = I'-O" A-301.00 SCALE: 3/4" = I'-oil a a 0 w W Jcu ° C7 ° - o O O N z 0 a .cu Lo X N 0 O a-+ -c 0 m 4--)I CV � L) O O .. Q CL O U •— I. CREATE WINDOW OPENING 2.APPLY WATER-RESISTIVE 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER W D BARRIER;OUT MODIFIED AND WINDOW SEALANT JAMB FLA5HIN6 DOWN AND TAPE OVER GUTS M WRAP AROUND SILL AND SIDES w OF WINDOW OPENING ■ U c NATER—RF—S 1 ST I\/E BARRIER V4I NDON FLASH I NO (EXTERIOR DOORS FROM Val I NDOkI MANUFAGTURF—R) L- -401.00 SCALE: NTS Cn W HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'e; PLANS AND NOT PROJECTING MORE THAN 4v2" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZES ADJACENT JOIST HANGER BY 'SIMPSON' OR EQUAL \ FINISHED FLOOR IY2" MIN. SPACE BETWEEN \ ALL AND HANDRAIL °Ia" PINE RISER W V PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL SCALE: NTS 10" _ 0 GROSS SECTION MIN. X z HANDRAIL `� Imo'%yOUNDEDD 5 051N6 14 CLEARANCE G I RGULAR NON-G I RGULAR 1n " z (NOT INCLUDED IN w TREAD DIMENSION) 4„-6y 'I/ 4 V:2 V4"-211 14 PER I- 2 N MIN. METER MAX. �i N a U� / 0 m / PROJECT: (5) 2"xIV STRINGERS® w/ R-21 INSULATION, IF UNDERSIDE IS PAGING `t COLLINS STORA6M EON-HABITAL SPACE I RESIDENCE STORAOE UNDER y2" GYP. BD. (NHEN AFFL I GALBE) 225 MARLENE LANE I' \ MATTITUCK, NY 11952 DRAWING TITLE: TREATED 2"xIV SILL FOR CONTACT W/GONG. (IF APPLICABLE) DESIGN DETAILS I FINISHED FLOOR PAGE: g INTERIOR V400D STAIR DATA I L Am40 ImOO A-401.00 SCALE: 5/4" = 1'-O" DATE: 08/13/25 10 OF 13 g 1' _ EXISTING TO BE: NEW PARTIAL HEIGHT. DEMOLISHED k- �J WOOD FRAME (L.G. STL. Q � W W� EXISTING TO REMAIN HEN APPLICABLE) NEW WOOD FRAME (L.G. - NEW FOUNDATION WALL J C6 STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL aa,• L0 WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O � POST FOR 6" WALLS), U.O.N. _ 'O RATED WOOD FRAME (1_.6. STL. O O N z WHEN APPLICABLE) aca I X = fV POST $ COLUMN DESIGNATIONS: O O O CDSTRUCTURAL PLAN NOTES POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED J✓ O m , AS FOLLOWS. NOTE THAT THESE DEVONATI0N5 DO NOT IMPLY - - - - - - - - - - - - - N C>3 Ln TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED Q a c (5O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD G 4 SILL SEAL FRAMING REQUIREMENTS. • ANCHOR BOLTS AS PER PA6E 6-003 6:12 1:12 • P. GONG. FOUND. WALL AS PER DETAIL 5/A-301 /�2 (2) 2"x4" 1-05T B2 (2) 2"xb" P05T • P. GONG. FOOTING AS NOTED SEPARATELY • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • S.O. FOOTING 5'-0" BELO6l GRADE MIN. P3 (3) 2"x4" F05T g3 (5) 2"x6" POST • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN FH APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"x4" POST B4 (4) 2"xb" POST STOOPS (WHEN APPLICABLE) EXIST. MODIFIED • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) ®-- (5) 2"x4" POST B5 (5) 2"xb" P05T AS- AS-BUILT BEDROOM BEDROOM BUILT LAUNDRY ® EXISTING CONTINUOUS FOOTING N.I.F.) GL• ROOM Q N �•/ 20"xIO" DEEP P. GONG. CONTINUOUS FOOTING p--�G 4"x4" P05T ®--�E 6"x6" POST ri z ^ ` NEW CONTINUOUS FOOTING W O• � M 4"xb" P05T 8"x8" POST 1 �� I 0.�z_� w 2$ I6"x8" DEEP P. GONG. GONTI1d0005 FOOTING ®---�p ®--� AS PER DETAIL 5/A-301 (TYP) Q Q QQj^ ■ 3-I/2" O.D. SGH 40 5-1/2" O.D. SGH 40 z_ O STEPPED FOOTING STL. COL. (ASTM 5TL. COL (A5TM t1 �� 3 NEW FTC. TO STEP AS NEEDED to EXD TO ALIGN WITH EXIST. FT&., E' AI23) BY SIMS H AI23) BY SIMS ( X- a W O > AS PER DETAIL 6/A-301. V.I.F. EXIST. FT6. DEPTH. STEEL (OR EQ) STEEL (OR EQ) I . 4D HOLDOWN (FOUNDATION TO I5T FLOOR): IT'C1 HOLDOWN 'D' A5 PER PA6E 6-003. TYPICAL DOOR/WINDOW HEADER NOTE: AS-BUILT v J PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS 4 WINDOWS,U.O.N. I REC. ( O TYPICAL LEDGER BOARD ® EXT. DECK: SEE PAGE 6-003 FOR NAILING/STRAPPIN6/FRAMIN6 REQUIREMENTS ROOM < <<1 O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. I EXIST. V 2. SECURED w/(2) 5/5" 4' x 5" LONG H.D. GAL. LAO BOLTS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: 4 Z EXIST. ® I6" O.G. ( I 4 HALLWAY Qm (D 3. INSTALL H.D. &ALV. JOIST HANGERS'BY 'SIMPSON' (OR AS-BUILT H F EQUAL) _ I I IC BATHROOM4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING W AS- BATHROOM TUCKED UNDERNEATH 51DIN6 4 BENT OVER TOP EDGE v Z x OF LEDGER BD. I I I BUILT I Q Q N_ 5. SEE DETAIL 4/A-301. t N NEW UN-REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: AS-BUILT AS-BUILT O I X 0 q x O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON BEDROOM DEN w j 2. 6 MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT O 5. 4" (MIN.) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND WOOD DECK FOUNDATION_ DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. _ O - 4"x4" P.T. POST, UPON 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION F. - SIMPSON A5A44Z P05T BASE,UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR A5-BUILT - 12"(P P. GONG. PIER BEARING 3'-0" BELOW GRADE ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HALLWAY AS PER DETAIL 2/A-301 ENCOUNTERED. 13 OUNDER-FLOOR AREA VENTS 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. AS- 1 1. NEW 16"x5" (MIN. SIZE) VEN', TO PROVIDE MIN. I S.F. NET BUILT I VENTILATION OPENING FOR EACH 150 S.F. OF 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT G� - UNDER-FLOOR SPACE, PER 2020 IRIS R405. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 1 2. INSTALL AS PER MANU. 5F'EC'S WITHIN 3'-0" OF BUILDING CORNERS. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE AVOID POINT LOADS FROM ABOVE. IF POINT LOADS COATED. BUILT EXIST. \ X - T UNAVOIDABLE,PROVIDE C:'BL. RIM JOIST ABOVE. BUILT OUTDOOR Q I 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _G� SHOWER VENTS BELOW GRADE; IN5'7ALL PER MANU. SPECS. SHALL BE 5TA66ERED. I / FOR WOOD STAIRS 0 GRADE: A5-BUILT EXIST. GREAT MODIFIED '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN , D O4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON AS-BUILT BEDROOM ROOM 6" &RAVEL UNDER 2"x12" P.T. STAIR 5TRINGER5 ® PLACE AT TIME POURING 4 MAINTAIN REQUIRED CLEARANCES, MEGH. ROOM � KITCHEN COVERAGES, AND PLUMBNESS. I XIST. A/G � O MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) b R EXIST. 2"x8" I GONI DEN5EIR CONCRETE F.J. ® I6 O.G.ALL CONFORM TO ASTM G-33 FOP, STANDARD WEIGHT - 0 Qo WALL STUD FRAMING NOTE: COORDINATE PLACEMENT OF WALL STUDS DIRECTLY AS- D � - - � I � - - BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS 4 CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE BUILTI UNSHEATHED P05T5;THESE MEMBERS SHOULD NCT FALL NEW 3- "x5- " T.1 1.3E TIMBERSTRAND L5L SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY 0POSTS (INSTALLED 2 PLANK ORIENTATION TO ALIGN w/EXIT. 2"x4" WALL THICKNESS) 57UD5 PROVIDED A5 INDICATED BY P05T/COLUMN CONCRETE U TEMPERATURES UNDER 45° F IF THAT TEMPERATURE Z HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. DESIGNATIONS. w 2. 5PECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. NEW (2)I I- "xq- " T.J. 2.OE MICROLLAM LVL BM. INSTALLED EXISTING STRUCTURAL ME°MBERS NOTE: O V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL 3• ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL __ __ FLUSH /NEW RIDGE BM. __ __ v MEMBERS MATCH PLANS, INCLUDING SIZE,SPAN,SPACING, CONFORM TO AGI 306. Ea AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / ANY EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO PROP. in 0 ON PLANS. TEMPERATURES WITHIN 10° F OF CONCRETE. CRAWL N J SPACE V I PROP tii SOIL BEARING GAPAGIT'f' NOTE: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. v Z I tu STRUCTURAL DE516N OF FOOTIN65 ASSUMES A SOIL REMOVE AS REQ'D. 3 I 6 �O N a I 3 -� I O ENTRYroo BEARING CAPACITY OF 1.0 T'ON/S.F. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE r (Y I (L I PERMITTED WHEN NECESSARY. wO o PROJECT: 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 2B z x 4 I I I AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - - - - - -J .• 4D ABOVE COLLINS 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 4D 4D I • 4D q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE EQ. q'-10" _ EQ. PROPOSED RESIDENCE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 5 q" PORCH (ASTM G4g4/04g4M, TYPES G AND E). NEW(2) 2"xIO" P.T. cV 28.5 5.F. NEW 2 xb P.T. L - - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL D.J. ® 16" O.G. _ D.J. DROPPED BM._ - AREAS EXCEED ONE SOUARE INCH. - - - - - 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED ' r - - - - - - -1 ' 225 M A R L E N E LANE TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS - - --- - - MATTITUCK, NY 11952 REACHED A COMPRES51 VE STRENGTH OF 800 P51. - 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. DRAWING TITLE: __ PROPOSED MASONRY PATH PROPOSED STRUCTURAL PLAN 1=R0F05ED F0UNI7)ATI ON STRUCTURAL PLAN FROP05EI7 F I R5T FLOOR 57RU07URAL PLAN PAGE: SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" S_ ® ■ 0 0 DATE: 08/13/25 11 OF 13 o OF N E� _ EXISTING TO BE D NEW PARTIAL HEIGHTEMOLISHED „ WOOD FRAME (L.G. 5TL. Q EXISTING TO RE",lAIN WHEN APPLICABLE) � O Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ui co 5TL. WHEN APPLICABLE) M RIDGE BEAM POST GAPS: Q t+ N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL PROVIDE SIMPSON AGH4Z OR ACH6Z P05T GAPS (MATCH P05T WOOD FRAME (L..G. 5TL. POST FOR 4" WALLS DEPTH) AT ALL NEW POST-TO-RIDGE BEAM 4 POST-TO-ROOF WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL BEAM CONNECTIONS. PROVIDE SHIMS AS REQUIRED WHEN POST •- O P05T FOR 6 WALLS), U.O.N. WIDTH EXCEEDS RIDGE BEAM WIDTH, UNLESS NOTED OTHERWISE. - } O NEW 2-HR FIRE RATED ROOF RAFTER TO SUPPORTING MEMBER CONNECTION: LO N Z -- WOOD FRAME (L..G. 5TL. FASTEN EACH RAFTER TO SUPPORTING MEMBER (RIDGE BEAM, WHEN APPLICABLE) HIP,VALLEY,OR LEDGER) w/SIMPSON LRUZ FACE-MOUNT a' C6 � -L) RAFTER HANGER (SELECT MAXIMUM HANGER SIZE COMPATIBLE V w/RAFTER DEPTH),UNLESS NOTED OTHERWISE. C N POST $ COLUMN DESIGNATIONS: O O (� STRUCTURAL PLAN NOTES POSTS $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED HIP/VALLEY TO SUPPORTING MEMBER CONNECTION: -J O m ��' AS FOLLOWS. NOTE THAT THESE DEVONATIONS DO NOT IMPLY - - - - - FASTEN HIPS $ VALLEYS TO SUPPORTING MEMBER(RIDGE � N c TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED - BEAM, LED6ER/BLO0KIN6, OR 5UPPORTIN0 R.R.) w/SIMPSON Q O O • (2) ILL S P.T. SILL PLATES w/COPPER TERMITE SHIELD FFY OTHER RAMIN6 REQCONSTRUCTION DOCUMENT NOTES d STANDARD I �:12 � HANGER SIZE COMPANTTIIBLE w/HIPNALLEY DEPTH), NLESS R (SELECT MAXIMUM SILL SEAL12� NOTED OTHERWISE. • ANCHOR BOLTS AS PER P,46E 6-003 • P. GONG. FOUND. WALL A5 PER DETAIL 5/A-501 q2 (2) 2"x4" POST B2 (2) 2"xb" P05T • P. GONG. FOOTING AS NOTED SEPARATELY • B.O. FOOT N6 5'-r0" DOIC DAMP N &RAPE MINFROOFINS D EXTERIOR I I W A3 (3) 2'x4 B3 POST (3) 2x6 POST I - - - - - - - - - - - - - - -- I L - - - - - - • I/2" EXPANSION JOINT ® PE:RIMETER OF SLAB (WHEN u APPLICABLE) _ _ - - - - - - - - - - - - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ A4 (4) 2 B4 - - - - - - - - - "x4" POST (4) 2"xb" POST t - STOOPS (WHEN APPLICABLE) EXIST. 2"x8" R.R. EXI5T. 2"x5" R.R. I • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET ® ib" O.G. ® Ib" O.G. FOR HEIGHT OF WALL 3 51_AB (WHEN APPLICABLE) AS (5) 2"x4" POST 4 B5 (5) 2"xb" POST EXISTING CONTINUOUS FOOTING N.I.F.) I ' - II ® 20"xlO" DEEP P. GONG. CONTINUOUS FOOTING ®-- Gl 4"x4" POST ®---� 6"xb" P05T NEW CONTINUOUS FOOTIN& m B Ib x8 DEEP P. GONG. CONTINUOUS FOOTING D F N 4J W� 4 xb POST 8 x8 POST AS PER DETAIL 5/A-501 (TYF) 12:12 SLOPE 12:12 SLOPE 3-1/2" O.D. SGH 40 5-1/2" O.D. 5CH 40 (EXIST;V.I.F) Ll (EXIST;V.I.F) OSTEPPED FOOTING 5TL. COL. (A5TM 5TL. COL (A5TM 2 NEW FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., & A123) BY SIM5 H AI25) BY SIMS IL w ' 1 A5 PER DETAIL 6/A-301. V.I.F. EXIST. FTC. DEPTH. 0 v STEEL (OR EQ) STEEL (OR EQ) (p AS-BUILT O ATTIC, L IED HOEDOWN (FOUNDATION TO IST FLOOR): ATTIC 4D HOLDOWN 'D' AS PER PAGE 6-005. TYPICAL DOOR/WINDOW HEADER NOTE: (UNCONDITIONED) N PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS d WINDOWS,U.O.N. O IFIED X • TYPICAL LEDGER BOARD ® EXT. DECK: SEE PAGE 6-003 FOR NAILIN6/STRAPPING/FRAMIN6 REQUIREMENTS w (n O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. ED O BELOW NEW WALL 2. SECURED w/(2) 5/8 0 x 5 LONG H.D. 6AL. LA& BOLTS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: I /NEN' ® Ib" O.G.3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR PROP. I/2 NEW 2) 2"x8" ROOF BM. w/EQUAL) BATH SIMP50N LU528-2 HN6R. ®4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING - 3B S.F. SUPPORTING R.R.TUCKED UNDERNEATH SIDING # BENT OVER TOP EDGE /OF LEDGER BD.5. SEE DETAIL 4/A-301. - - - 2 2"xl0" RIDGE BM. B2 NEW 2"x8" R.R. w/51MP50N BA210-2 ® Ib" O.G. NEW UN-REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O I I /,`Y HNGR. ® SUPPORTING BM. O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON AS-BUILT I I cV 2. 6 MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 5. 4" (MIN) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND 0 WOOD DECK FOUNDATION_ DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. _ _ � �- - 4 x4 P.T. POST, UPON 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION TO EXIST. 2N5" R.R. SIMPSON BA44Z P05T NC. P ER BEARIN 3 BASE, UPON BELOW GRADE ENTIRETY BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR BELOW NEW WALL - 2 � P. GO 1 PER DETAIL 2/A-301 ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. EXIST. VXV R.R. EXIST. 5N5" R.R. OUNDER-FLOOR AREA VENTS 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. ® 24" O.G. ® 24" O.G. b I. NEW W'x5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F.NET VENTILATION OPENING FOR. EACH 150 S.F. OF 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT UNDER-FLOOR SPACE, PER 2020 IRO R408. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 2. INSTALL AS PER MANU. SPECS WITHIN 5'-0" OF BUILDING CORNERS. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL a 5. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND ASTMA615 GRADE 60. MM FOR 5LA55 DO NOT NEED TO BE AVOID POINT LOADS FROM ABOVE. IF OINT LO UNAVOIDABLE,PROVIDE DBL. RIM JO STABOVE. D5 COATED. �� N 4. PROVIDE FOUNDATION VENT WELL 6 COVER AT ALL b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 12:12 SLOPE w 12:12 SLOPE VENTS BELOW GRADE; INSTALL PER MANU. SPEVS. SHALL BE STAGGERED. - - - - - - - - - - - - - - - (EXIST;V.I.F) (EXIST;V.I.F) FOR WOOD STAIRS ® GRADE: -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN O 4" THK. P. GONG. PAD 8" WID1= x REQ'D LENGTH UPON PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 6" &RAVEL UNDER 2NIV P.T. STAIR 5TRIN&ER5 ® COVERAGES, AND PLUMBNE55. MAX. 16" O.G.,U.O.N. (MIN. 3 STRIN6ER5) 7FROVIVE 8 CCEMENT ONCRETE ALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHTWALL STUD FRAMING NOF"E:COORDINATE PLACEMENT Of' WALL STUDS DIR,EGTLY UUNSH ATHED POSTS;THE EBENEATH SPECIFICALLY DICATED MEMBERS0ISTS, BEAMS $SHOULD N07 FALLGONGETE - GOLD WEATHER POURING d CONCRETE MIXTURESOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF EW DBL. FRAMING PROVIDE NEW DBL. FRAMING DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE ® PROP. 5KYLI6HT5;UTILIZE ® PROP. SKYLIGHTS;UTILIZE STUDS PROVIDED O IIDED AS INDICATED BY POST/COLUMN HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. EXIST. R.R. WHERE POSSIBLE EXIST. R.R. WHERE POSSIBLE Z PESIONATI2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. NEW I-L T.J. R MIGROLLAM LVL HDR p I � EXISTING STRUCTURAL MEMBERS NOTE: 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL (PROVIDE DB . JACK STUDS) p U V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL CONFORM TO AGI 306. - - - - - - - - - - - - - - - - - - - - - - MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, SPACING, - - - - - - - - - - - - - _ _ _ _ _ AND ORIENTATION. CONTACT ARCHITECT IMMEDIA-ELY IF 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / EXIST. 5"x5" R.R. EXIST. 3"x8" R.R. ON PLANSANY . SURFACES.CONDITIONS DIFFER FROM WHAT IS SHOWN SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO MATCH EXIST. w MATCH EXIST. I ® 24" O.G. I I ® 24" O.G. 5. IN NO EASE SHALL CONCRETE BEBE PLACED ON ICE OR SNOW. ROOD a �R' ROOFI::- I I I I I 501E BEARING CAPACITY' NOTE: STRUCTURAL DE51ON OF FOOTINGS ASSUMES A 501E REMOVE AS REQ'D. 0 I 0 BEARING CAPAGITY OF 1.0 TON/S.F. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE x PERMITTED WHEN NECESSARY. I N I I MATCH EXIST. MATCH EXIST. N I I I ROo� E ROOF SLOPE I I PROJECT: 'T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER - � AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. zLL1 ;z COLLINS L - - - - - - L - - - - - - - - L 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. B - - - - - - - - 8 B L - - - - - - - - B g. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE NEW NEW RESIDENCE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 2"x8" R.R. 2"x8" R.R. (A57M C4014/04g4M, TYPES G AND E). ® Ib" O.G. ® Ib" O.G. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL B2 AREAS EXCEED ONE SQUARE INCH. II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 225 MARLENE LANE TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS MATTITUCK, NY 11952 REACHED A COMPRESSIVE 5TRENGTH OF 800 P51. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. DRAWING TITLE: PROPOSED STRUCTURAL PLAN FROPOSED 5EOON17 FLOOR STRUOTURAL PLAN PROP05E 7 ROOF STRUOTURAL PLAN PAGE: SCALE: 1/4" = P-O" 50AL.E: 1/4" = P-O" S-10100 DATE: 08/13/25 12 OF 13 �C:,' yr, s;." �`,�'°°• '��',,a ��1 "9 C, 0� N G\14 i a 0 w w Jco M O O � � } (9 L � � O O N z 0 Lr) � x � c\j 0 O 0 � 000 Z, c9 N O 0 co O a 4-J -0 U • - � :3 - -J m 4" FRESH AIR VENT THROUGH ROOF I 1 U 3„I L— LL 1 Q U I U Q Q Q cl I I I I r-- -----r--� PROP. PROP, 1 1 HALF BATH HALF BATH I NOTE: I I ALL PLUMBIN6 WORK NOTE: AL O I 1 I Q' SHALL CONFORM TO ALL PLUMBING FUEL &A5 WORK 04 LOCAL PLUMBING CODE $ SHALL CONFORM � I 2111 I I � 1 2 I PROVIDE "ABESGO FP200 FR IL I � IL TO LOCAL I 1 EXPANDING FOAM" (OR EQUAL) I PLUMBING GODS d 0 I I AT ALL PENETRATIONS IN FIRE O CONNECT TO I 14 � O FUEL 6A5 w I RATED WALLS AND U I U EOEND N W.�. to EXIST. WATER �I Iv W.G. w I FLOOR5/CEILIN05. PRODUCT N dJ _-__ I I- " I CONFORMS TO ASTM E 814, SUPPLY 5Y57EM I 1N m -_ HOT WATER N PIPING PENETRATIONS: I I ASTM E 54, AND UL 14"19 N SUPPLY 1 EXPAND N6 VIDE FOAM" (OR EQUAL) GOLD WATER AT ALL PENETRATIONS AT WALLS 5UPPLY AND FLOORS/GEILIN65. 2 11 211 12.PRODUCT CONFORMS TO ASTM E I I 814, ASTM E 64, AND UL 14-11 r- I- 1 NOTE: I PROVIDE "ABE500 FF200 FR I I EXIST. I MODIFIED ALL PLUMBING WORK EXIST. I MODIFIED EXPANDING FOAM" (OR EQUAL) BATHROOM I KITCHEN SHALL CONFORM TO BATHROOM I I KITCHEN AT ALL PENETRATIONS IN FIRE I pr I I I RATED WALLS AND I LOCAL PLUMBIN6 GORE Q FLOOR5/GEILIN65. PRODUCT0 I2 I 12 13O CONFORMS TO ASTM E ,514,p 2„ 0 0 ILI 1: 1 GLEAN OUT � 1 I I A5TM E 84, AND UL 14'7a LL 'D 1 2:: 3 1 AS REQ 1 EXIST. F.A.I. TO LL I.1 I i� REMAINI Iv 3I li W.G. U j II Iv a1 .0 I- DW I Iry NI �ry DW GAS SUPPLY EXTERIOR ABOVE EXISTING 3 2 1 L __ __ i ' _J GROUND O 1 L ANK w G.O. G.O. r--.- _T T --_-_ --JC A5-BUILT III I I 0 AS-BUJ BASEMENT 1 �I 1V $I jv A5-BUILT I I AS-BUILT 1 ! v AUNDRY I 4" I LAUNDRY I ' MECH. 1 1 I -I ___ BATH. iv iv AS-BUILT ROOM 2 _-� I -I �� A5-BUILT -i �� ROOM I � ROOM I � � --r I r-'ice-__ G.O. 1 I I I 1 I I I TO STREET MEGH. i i i I I BASEMENT i t 3 I I i 1 I rHATER MAIN ROOM I 11 1 2 I I 12:: 1 4" HOUSE 4:: ba� 1 2 I I 12 1 MAIN DRAIN TO SEPTIC I I I 211 1 SYSTEM N1 j� j \I N m o I o I WIG. 1 �i b4 W.G. U wgsHER 2 141, i I 14" 5HOWERi SHOWER m WAsffER w FURN. / PROJECT: I AIR HAND. lu COLLINS S.P. RESIDENCE 225 MARLENE LANE FLUME3 1 NC RISER - DRAIN / NASTE / VENT FLUME3 1 NO R 15ER - SUFPL`r CAS RISER - SUFFLY MATTITUCK, NY 11952 5GALE: N75 5GALE: NT5 5GALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: -lo 1.0 0 0 DATE: 08/13/25 13 OF 13 :� ✓ti'i. f jam: /^'.J" »1'"J a° *�..� R����• Y�.JL�: Vim' Y. - E tiE. � •9, ��� 11� 1,