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TOWN OF SOUTHOLD o o BUILDING DEPARTMENT 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#: 52887 Date: 04/20/2026 Permission is hereby granted to: Gerard Dennis 98 MacGregor Ave Roslyn Heights, NY 11577 To: Construct alterations to an existing accessory garage to create a cabana area as applied for per SCHD approval. Premises Located at: 2755 Westphalia Rd, Mattituck, NY 11952 SCTM# 114.40-20 Pursuant to application dated 02/05/2025 and approved by the Building Inspector. To expire on 04/19/2028. Contractors: Required Inspections: Fees: Accessory-Alteration $229.00 CO Accessory Structure $100.00 Total $329.00 -.71XI, Building Inspector THOLD BUILDING DEPARTMENT TOWN OF SOU �p . Town Hall Aiuicx 54375 Main Road.P. 0.Box 1179 Soutliold,NY 11971--0 59 Telephone 63 i)76s-1 802 Fax (631)765-9502",Lttps-/,/` www.,qoutho,l.d�t,oy�� I"i���►RAr—�ir,.r�r� AreftfroftLIOCAT,ION F0, R 131j"ROMG i PERMiT eu �a C e 1 m For office Use only FEB 5' 2025 F P, i C a 10Jl4S a"f m;, t.be l fflie d Put- e u� � ►+ VV .the Grp �� 600d!ln,` e en. { r. H� 1,0, r3atm- �r ,, NfRit'sl P G _ V IPA_ Address o e e fi rnone A li: r. mai lli ,Address p ` V r Name. y i i t Meiling Address r Email: h i „ �, n I, Q ailing Address k:Y P_ Him W wil Aj hon will h, 1 {1��C^Yf l►• 1 d U' y i � S I Mailing Address I1 W Phone a ,* 911VA,"'0 01 i 10 'it � `" T < na E, ,'� of �i� r El Ne w Structure DAddition� Al eration 0�epa r Cl Demolition Estimated Cost of Project: C C�� 0 other i L j, -,7 g re- rarded? []Yes O Will excess fill ' � � d frorn premisesi Ci'�es ArN, 01 Will the lot be i m e I F FO I � Intended use of property: J5 Existing e property. 14 Zone or use d1strict in hfch re ses xs slituated: Are there Y covenants nd restrictionswith respect to rm I: '" . ( isis { 0 I r. U WAA u y i r r ,,,.o...✓v.. i:.ii�,. xis, ,, e ". 'xrl,.ii °,;y:::yuy.,° „',' J,✓.n r,,, "So' V- a 1' r s . as o, �r+�.ywy�yy+�, 'Yyy�./yr}}++y�ryyyy�pp+,,yyy7,y��{,�`�,� Iy��-���1yyy��yy�' p'��g'y��Fy�'J may` �'{r+�f ��+rty, j�. ��yy York }State, 7J1 W�� Y"�+'Y`•!'!+W 1�o r!SM, MRu 7k'�w'I 7i+.�_`ll.� .MI xM,w� ice, I Will IN I � Authorized Agent 0 Owner Application Submitted By.(print na ature of Applicant, Date: I STATE OF NEW Y0R ) COUNTY OF y ` YI noo �,�'+�a rrt t-Ir r�r r�•r r'�a r rr•ti r r� r^j r`r r+rt t"rt t' ra r+r*/ r-Pt t r r 1-�-►�-r-�- �r-��ra r r f��r-t r-r cr►��n'-t rr-r i- rA �u v. r, ru u -A v v t-r ll rip t�t_rr v�,n v u I r tt:o .r u p ar r r r u r ��r r v a. { „ Name of individual signing contract)above slame � r , (S)he is the (Contractor,Agent, Corporate Officer,etc. y�s duly authorized to perform or have performed the said work and to make and file this 4f said owner or owners.and � _ appitcatien;treat aii statements c ontained in tiffs application are true to tine hest et hispher Knowledge ana nei et; any that tfie work w��i �e performed in the manner set forth in the application file therewith. ,� I,. Sworn before me this I Uay Notary Public a I PROPERTYOWNER A (Where the applicant is not the owners ^ residing at { m 1 I 1 to apply on I ret. authorize ��he � nay behalf to the `own of Southold Building Department for approval as described herein. / I , i nature bate f ownerI g Print Owner's Name f 2 � �2)20 - As �l V 10 -a�) GENERAL NOTES DRAWING INDEX e T-1 TITLE SHEET N-1 CODE TABLES & NAILING SCHEDULE N-2 STRAPPING & MISC. DETAILS z}za? O w GENRU cON STEEL IFS z <y aip45TO BE PAMEDSHN.L BE TNIROIIGHLY CLFANEU.AC PRFFUBFDF muL w suKFAns vmHFRWADxtElc usyss°aSPornwmlFY nom w <V z< I. �CEo�Iz��w �R¢o o54TONaNDGNERLLLBLT - s NNUBx w- E BONN�GPRKMTOARFUCATIONGFFANT.PRDVIDEVENTBAT°RSASREGDIREOTD M�BwRxM iWeMH m�wD w xnDxGy N-3 CODE TABLES <���<< MATBUUS.ASSELIDUEs.AND LFrHovsoFcoxsrRLG-TONFHa.uowc Buixor F�EB4LDR»�c FUTgS. 1lD _OR ArowaoFNTR.REGU_. a p w a 3 µDOTED FOI -W°gICBLOCK FRAM G.NMwG.P N.OFWNGtE,E.Ere.APFro vEw:urn ON-HE enrFnwllxwsru,.,mww+® NALH°LESANDOM SUFFACEMPERFELTONSRIORTo oouuEasEPoirwssyuroHFpvsxwirurrn nassrmux�wsum.ruivwr p x U y z eE CAREFLRLY SImEgvGEO Br TIo:coNmACIORTOIBEsuRE THArTHErAaEM Fm. ro Au�W000roasMmTH ANOBVENFlx¢H DusrOFFAxDAPFl.YRAHRT0 IlE t-,w w z pDDRDANCEWITHTHEDRAIN_SFEGRGnDNb.AP�IGBLELDGEG=--OD LAIN„ems:STAIN DDD.SNDALLWDDw�D�roASNDDHAND MD DN,�E�LFG wwrvBa G A-1 GARAGE FLOOR PLAN AND ELEVATION, DTLS. AND NOTES >a waRw�' mDEsaxo DFONANCEs. xlxLwMx�w,M„¢ t xr PRORTopFPuunoN of Flwu FwsRM WITH ITaxAu,F•DcnxalGlsNBamANGArD Nm FPANxcox y<Daj~ < ALL WORN EIHPLL BE PIERFORMEU UNAC.RLDM'LE WITH GOOD auaowG PIURDEs. F A+m.KVOANCLEs.AxwoRSAxv eFpRwcfuTs.uMFss t OFNLE%IERF µ0 SEaWFILW00nAN0 THBA PWORTOINSTULATOn.ELL DEv TMxs V C ENGESSIIALLBEKEPTCLEANAT-11S.EAC-ROICOMPLETGNDF DXOLESWIM"`SSPEC PUTTY.THOROUGHLY CLEAN SURFACES .A'®�s'otm3 FN 11 Oa NTLwLgwwLs,xevFCNLLr. }x WORK iHECONIMCTOR SwLL1 RENOVEALL WASTE MATRNLS.TCIXS.RUBBISH ETC., ] rsmARONTEn FORNimwECTVLSAxvsTSEt uvovrFwAPPRwu RMR _ oxwODL µL-GAND LEAVE WORN Bg00NCLEAN UNLESS OTHEmWSE SPECIFRD. ARE D wttoiuwc,o eEn,F v.uswmMAa uurzvsnms MEN$ON$AND LONOITIONSAREtO BE FlEID VEaff®.THECO]RRACTOR$HALL e. ALL STEnroei¢R,RTLBmsF aFTxE sw srtcTmxT,a aAN UPory rcUvcArmu¢wrEG. SUFORFF EI�RPNawC DAOJI wOGWVEECIFAN PRIOR OPP�PLYING STNNICOAT�OR RWR 14Es rwBRITxK mmF �tNwcmlm+c smo.5�„I¢tIX°aFxL,EAOEI¢w[ss NOT OEClF1l�OF ANT CECBSPANCES IN WRITIND BEFORE ROtEEONG WITH 1 ATCONFETION,T°UCHUP AND RESTORE FlNLSH-E-1 AND IEAVE ALL iFD 7. DRAWINGS NOOBE""A",MITTDe OINFFSUDNS SHALLALWAYSnINEP0.ECEDEM. DE IING 1 INQUGOD➢]wDCEANCpeDIroN.R_F°RONETdIGWP_F°R ENiwE ISEi. IIFAaA Oro mrrExsuem.°.w.oPF.Yxesxs¢[ GESGLE DETA65AREIMFSIDEOTOI;LAR6Y wPORMATONMD THEREFORE SNWLD ' __ _ DFxFMn BmHsmfsvPwlAro 11 IS Aw IRRO-PRIONTOOACFURE0.5 uAV CTBE SU65TIME0 FORTHOSE SEIELTED, E%AL1wGHLY PROR TO FaDCFECNG NTH THESWRK ASTHEYnxKE rollcuPwss,FNrxrwran,u�nNSlus vlNu,mww enrALLEo moRq COMFENDED. MF E wERs LERSGLE w�N I- y AS�»�umaiamvciwwc EW-.1 SURFACED AS SrnEOULED ON DRAWINGS BILEPT AS..IF.AND TESERVED, i ODSAN roBEx TIIFAc,IwFn FRcu Wns'n'wis,ewcsoiw xs+]FSAxvsMES NBwTEO. t SUPPUEMENTED HERENAFTBJIANDUPON wNrTHSH OVMERAPPaOVAI.INGENERAL.USE RY ,D.TM co A Ea DREDULanOxs FoasAFEtt SHALL BE MEFFEG ATAU TITHES DURING WOODS AND PLASTICS: EGGSHELL SHEEN FOR wU1 BOARD SURFACES,SEMIGLoss RORHO-MEDN.AND I'D. ROOF THEPROJECT. U.IO PLYWOOD wSTANDNDONEN3I0N9.MOISORECONTEM �ODTRMANDFLATFOROUCRAORK 1 t SMSx 8EPERFOIIMm INSUCHAMANNRASTOHAVESA MWBEFREEOF is OOFLODFMGTOBE DDANDFINISHEDWITHTHREEIS)CORISPDLYUREHANE. NravpT,c vrs A,sDEswPAxO I PS SHALLREVIfN ALLSHOFDMwINGSRWDED BY SUB LOMMCfOR FORTHAN s-S AND DUAMITIES flEDM0.E0 BY TRUSSJCISTb- Ia rv�ra+eSUAFACB. roBETKusroWeExvioaEq llr O<.Um FaSrEeEDSFCLF¢Lr,v yu ].COMPLWICEOTARfA�UCTOII ANO TxEN SUBMIT SAD APRovm CRC NAILSF E]905E0 WORK UUBE�TYPE s•iR9A HEAD SLREWSFOR swvamsrnmwvwiuiwsisFmn Fe�I+FLomAs rtx + n, - rat u.r°e BsiFl moNs slwu BE NAOE EIn,ERouwxe bwDwwc oft Co STN,CT .`A Mow 1 NroFewwowauloN�W-. ORFURwxe. FL vx Q W mDO E A. w,LwTED o]avwHEN RECENwc sLlaFp�sARE w ASArGFACIO CMGFnDN 1 x�AC1M.w`Rx"sc I- _AB z rn . EVAWATE SAD P0.0DUCi OR SrSTFMAGAMSTTHAT SPECffUEDPRKMT�O BuONO SANE uavlrtArnaOmveccurgra. + q m M ERHERTHE BRLOR•ME WORK•. B. u� ENDED BVTHEwwuFALNRER FORTHEPARTICUUR romARFA,I¢sAxs mmFcroNsxuLeEvuavamvwF:o6xwxc Axo ,Q.1 a tK.ALLNMWMGS PRWIOED FOR IHGPCJECr BYTMEARCHI(EG BxALL BE RETwwm N WRwNCE WITH MANUFACTURERS NOSTOURREMPWNTED WWaoo RIPoGu TE vox w.xc Fy�� Q>; v 15.BDSTHATM NOTSUB rt,FD N'THESPEGF[m BDFORfaNTSHKLN°TBEC°NSIOERm. BYOTIIER TRADES YroRKM°ADNCENTTO THE wsTALUTION. _ fro RR x � r ctawrccoxTR°Lsrs,sxs sxnue[NsuLm wmavEw,TFw F W T. ORE'UNCEMwMpGANAGED��SURF�GFANSURFALESUSN NANUFACTURERS ASCU®IoosE wcLFwx RWm°°sysFLarn FOxx.Idws PMORm FNuINL1 W 9 SITE WORK: ENDS°SOLVENr�BFGEANNGROCEDURES. 1 wWmDFLm t AAEOLRG Ac,uNERSAPRtOwiwTECOLORSFA C._UHD. AL>�LwESu oO uE m'AtL wFN,T Gq�u F. ANTD 1. a3LUENH;�I O Leo TT AND ACICE DED EDRATNE.NGxICxALDY WOOD MTERK)R THIM: , PLOT PLAN OCEEDING. EQU0IENE A-A ENT AND 11 EVELGPm MTMGS. 2. END, Eau n`iEUIO BEDACKCYFlILs00.,NOKKIrv�OIGGTTEwD ON onpWw-ST �TOwsoR , FIENI-ETENANTC INFEGAlros-G-ANDPlaB,xspNOlx¢TAu E.ur�aGFlExw¢c xDTm,I�s«I.�.eni xvw,vn A,m W �>'w< GETTmLALAr OsucH w,TEaNLSWHEN DEEMED uracc,-rraBLE BrTHE LaxoLORDTwNER.IFTHLSE ,vu.D..N,olcR.waaw.PwNv x.,L,B.LAv rEA N zm IX ��^p' SCALE:I"=20' IIJ '^m F THE STE.ROx STDRNG eUILOIrvOSIIEpfID STOLwaE xt Vpre°ew pIgN5ANDE-111-CH CALL FORANYSUCHMATERNLBOBE wsTa A y w000rPrl¢Toe[APFLmmcLvx suuvt N.V S.ENERGY CONSERVATION COGS aL/ UD TMGBACKFlLLNATE-11CPSDLMETOBEFREEOF-B.TREE SITUATIONNOT APPROVEDBY THELANDLOR°�DWNER.CONTAR THEARCHRECF aSIR NiTwrlsuxsuRAeLE Poa BACKFLL MArERNLSHAueEREMovED IMMEDWTELr. class.wwooNvs AND Dooas: I wAxB oovRsDEBRIS s,wylwLx,waTxw'=.NebF,nG,IPFn,v�N�E FbvT� a EBUMwGANDTHOSEAsw°IGrEDTOREMaw SE�I�NTEAND CAA CAULKING NG + THE-- , cEoumucxrswuLaEi,xsFaxn'xwsrum.R°soF,+E rays.FxmccO+ssmnrnx OF CONBTRUCnON AREA-PROWDEROIECTNE CON>raUCTKw cENCING AT W-IW.PRITS ORIO DERa 0 S UE �INEOFAUTREESTO gEMAva nsiwrnE r. umGL amR roax]NFx.F.111 o-ffxwrwNsnreAwAIL RJR ARROVAL MUST BE OBTAMED BEFORE CONERING DIACK FLLwG)A I-TED ppy .ME piPL1 NIIFAIW OJ 'A IN.&S.MMs BSN IODIASTIRCT wnc-THE ,FnsluusEmumPFn x,Mcw,ImuiourBloiwplelroxsnwrVl¢sro 1Fo ] NO BA TO TAKE I-E WTTHQUT THE w5TAf1ATKw OF THE Fw5TF100RIFRAMPIG5Y5TE1ANPLAfEANDwrtH°UTPROPERBRACwG OF WALLS.xO sFlIANTNANUFp.D F°RTHESPELFICLONOrtI°xs AND oes rAwan FNO EUFDASPFn xrs.sravcv ro,¢sRrw,v�ccoE STORI1-1 tb Df FOuxopTON WAL4S AFTERBALKFLLMGGLOMFLEIE. w I. -UN. SOFq SAVOY WELL OMMMGMIX WITHAMwMUM506 L UOY 9EMS FRLNG ALL J�OINT5 MI0T ^u uoxr°ur+xvous.xoxo¢E maoucrKw xoouS BEARCAFpCDYOF'TORGG.FT.NOTF1'MCHITECTffb°R LONDRONSVMVF0.0M OVEftDBaLIUNG TO UNIFORMnfY.KYE55MLOM THESKMBGBW 5F.°EA J.OIWS. w taMFER wTED AsSUMmHmE RIOR TOINSTALLATDU OR COMMENCEMEM OF THE WORK S. ALL SURFACES SHUL BE ADEQUATELY CLEWED AND PREPANED IN ACCORDANCE WITH 9. sTHIIEQUTo RENUx FREE OFA(YUMuuTEDDEBRI3.A°FSGNATFDFARBINGAFEAFORINORK pC SWRITTEN MSTHIICTGNS PRORtO-TO a usrAnvwn¢xrs. Ew5HALL5E5ET UPSOA6TO MwM-06THRANLE TO EN EDNPLffM CONTRACIORSWYLROVDEANDCAULKAROUND All EONPNEMTO TH6siTEOHDAouLENrNErcR.ISOgwc SITES. cREArEacLE�w.TK,tIraNDwprERPROOF SFx. iwc°vc,�'`sHE IEaTwxaq°As N to. WTERWSSroRED Ox SGE SWLLL BE BEVATEDFaON GRADE SOAS TO EIvexNTE < � .oLmw�imhmrNrDwmlUNRE xLE suKw LaaERV TaxaxaTxKiox mEw Acr NTTHwATERU+D TOBEFFIC-TEDWITH ARR GYPSUM WALL BOARD: ASTU GINaa AsDR m CaN Eaanaw nam la ut ovw¢meExsu nn,muivvwvEIX xA°rLirax arc TPSNu-PANELSNAH I-RED W ACLMDTH.-REOIAREMENiSOf °Fl�rµ,1R,°mn'°Armwxnmwivnxw sla,am.El sr,®w'eMw} NOTE: D�Y,• CONCRETE AND FOUNDATION: IN,�,sG P.FFrnmrasCAlfg Fw Bcc nsCauwwcE,NRFOo TIiIS AESRJENCE(SNOT LOCATED WITHIN ONEMILE t cE VFITH THEULTESTSTANDARDEFOR L ROvIOE METAL EDGEANO CORIVR BEADS ATENDS,EDGES AND CORNERS. OF THE COAST AND THEREFORE IT IS NOT WITf11N -_�- FIACEMEAT OFLO PSI ETGBYSAC.I. WATER ftESISTNfIGVPSUMwgLL BOARD SHALL BE,?THICNTAPEREDANO ROuxom °EFSlawGDx LOROAN[Fw_THFPgov�Gws°F w6Dwc COOEOF F STAIRS: TH E WIND BORNE DEBRIS REGION. 2. NICONCREIE OR RV BE DONE DURING TENRRTUREE OF MMMULI 3 EDGEB,AND SHALL BE INSTALLED IN WET AREAS AS W.-ON DRAWINGS.USE ID, ` I. Au,TAFa eENe,IUFwc,Iwmwsxormwrlacarv„xuc,Kx oaawF+na. S\ N DEGREES F.;ND RC�LR1. °ENENTITFIpUB ACCORDANCE BEHIND ANr TeE wSiuLAnDNb. � �I 3. NO CONCRETE SHALL BEpLAGEDONRGU_SURFACES, a DE ASTINERSIN WmIASiM CeKe uNLE55oTHERN'GE NOTED OR CARPENTRYS LUMBER: RUMBING: K. NO ADOITNESSW.LL BEALLOWED wI]MOUTWRITLEN iSRse65I0F1 OFTHEARCHITELi. IN�OIGTED.ROVIDETYPESBtr.cID:1105CPEwsFORATTACHNEM°c WALL BwaDTo ,. „yy,�Lxmvrollscr4a Nuu°EwArzww.ME_RFsmExlNLmvEOF rgwrpusn,s j; rwaxuLNsuurowEr[volFcircwArFn NePLr AxvswvrtAvraYsrFr Fs rmrAreD Q S. PLL CIXICF>ErE 6T0 BENMINUY'Ma PS1 FORA WALLSANOFWTMG5.359PSJ.g5lA85 METALFMwNG ANO TYFESPM'l1FAD SCREWS iORATTACHNEM OF FWUNIGODI%N3 wNvxL LvxmxS wvNCApI®:,vluovn,NMErulvutvsgxsc[CVKalws ma w�Iror,wvLnoSwrgsvuvRwTnu FxrwFs AT28wrs VNLE5.5THERMSESPEGFlEDaV NS. FRN G sn+F.csoucELumFR Aw Irs FAmnxrs LuusFn n,oeFxm�Imwwwsrutmwvxui y WAsn mncmluvE[Iuxdm ATFunIUI.�s°v°vYcrw Armwi BassacvsRrriL WAsrts - $L4}'I.Qom_»�_�����_�_____ " _��.�. B. ROVDE NESLEEV6 AC PoLMwTON VFMSAS RmUNED BY N.YSDRA s. 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PLL FOOTINGS SWNL BEAR OIV UNOISNRem SOR WITHAMWNUN BEARING CAPACITY OF, ] PPPLY PRESLL WLB`CONOTOKWTS NACCOFmwCE wmH MOUSIRY STANDARpB. Fss TILL TONSBOFT.ORASPR 9GNEDANO SEALED DESIGN SPECS.GAROFESSOxµ APPLY ENBEDON.COMPOUND HENFOHCINGTAPECFTKTEREDMERJCNr:pPRYSGN ® uI+¢xw¢E DUTEOws NIO.woNACmIIUAwveTIa NA_ I ul (- ENGINEERLCENSEDwNYS CGT.AFTFA TAFMG,wDExBEDONG COw'➢LIx06 GYr.APPLY SECOxOCGT FLUNG IFQ���S o[- RMDEN'ELOEDWwEufcu RBNFORCICwsuBSAS NOL'A,FD GV THEOMWNGs. AADTAPERRVBHwITH BuaFpCE;FMf TAPE RxET0.AnON5 Ai DENBWG WUyB, I I Q y W< IS.ALL 0-DATION WALL95URRWNGNG°aSExFNf A16A5HALLBECOATE°.CONIMC,OR CONFUD°R ExvELOPEANDOTHERRATEDASSEstBL¢S TOASSENLBBA4'HIGH.K6LDNGSMLPLEWA111NOIGTEDFROMFOOTMGTOBF W s EE_FIxlwlFu.S_.,NITHWTDNOTb.BUNR.BOws atAxT OTHR K roBam tE ImKOa ,n �� MGTNE WWvl. suRFp LM¢H,AxO YOaECENE PAINT.SId00TIFMSH TYPICAL UD.N ON AFDmfRruL of x8w w ww AucarxccoLBluvNCAN i W TPACTORro REWIDECYUNORSUWLES(SPERTRUCK)T BESF ATESTNG PUwS. 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FINISH MATRULLONAN en,c SURFACE UNI4THE tE SURFACEFI0.50Em + MECHANICAL: RE 5 EEa nEB IHDT GALV D)®F OD.VEItrCAl Av°t6.OL. NAOESAnsFACrgtY. wNCFu,ox,s N-S TFart As MOR¢OHf�LFALnwpr TIED WOOD CORBAGtER.- N FINISHwORA SHALL BEUMFOR1.OFAFFROv D=ORSNO ANBREEFlWMRI S. IHA FPHOLES AT.-OPRNTE LOGTOUS�ROO.C. HAKE a of PUNTp03GNWG0THEH MATEawLS ORCtiORS SwLRFAuOCLEAN.vnfFAE IRED - Ks ACso FDNarutwut AwLIrABIEIDrxcmEs uws " PA. arvowooD FRaME wnu.. EwN�L¢usm.ucHRr 6ANOUNomCOATTo oeraxA SMOOTH FlN¢HF. 8. N.L STONE TO BE INSTALLED AS PER THE UTEST STANDARDS Of THE BULDMO STONE L NOR.VL B.Nt v , c WS�IRITE(B.S�I.o 5 rnnDEALL NEWLY FUMED SURFACES wrtH ltl anECGTTPITEO PRIMRpxop MINIMUM Exru Axvawxu.s,uuroA FufxT RcuLARTSUSE To Q ALLFIREF-EHwRMS. OFNUTWO COATSFINALLOLORCGT.(UNUE55°THEAWGERECCNMEN°EDGY I F¢c -ArD 1a. EPoU CONCRETE DEAFEN wNEISAC WNBuSTwLE ACIUREa55PEGNGTONSITOPROvuEAS°LO.UN6°RNpNDOURwBIE FlNISN. rRONT wTFfLMLAS IPFR R�EASOCAEFn1AL CEAOE OFF-YORKsrATE. 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PAINTTVABS USEDSI lL BETHOSE SFECCULLLYRECONMENDED VU OVDELOGKISFORAU-PREFABRIfATED FR FORTHEMATRIM.C, 0WxICH � BE INMTINGLOM 1sFO1 °QUITE y LOCATION MAP Date RevisiDD/Issuc ON0595 ISSUED FOR REVIEW / WI06 REV.AS PER TOWN E / ✓ R // ZONE:RAO REFERENCE: COMPLIANCE WITH APPENDIX I OF THE2020 NYSUCS: / NT: DFBWBBy: SITE INFORMATION D �' , ,ads / M.MONTALaANo -RESIDENTIAL BUILDING CODE OF NEWYORK STATE2020NYSRBC THIS PROJECT SHALL BE IN COMPLIANCE WITH SECTION ADG4 AS THIS IS f ; A �( -WOOD FRAME CONSTRUCTION MANUAL FOR ON AND TWO FAMILY DEEMED TO BE A LEVEL 2 ALTERATIO\ V' . REQ'D PROD F DWELLING FOR HIGH WIND 2018 EDITION. / z / I' '`, gN�Nk Nr LssT� ,` ///Ss p�_p F.Y.SETBACK / R.Y.SETBACK f - -ti; 24-138A S.Y.SETBACK yt 2 TOTAL S.Y.SETBACK ''�'9y T/ 'Y�`'��' NaffiIIA - SrDle z J 4' n' vAarowit, AS NOTED COMPLIANCE STATEMENT CONSTRUCTION DRAWINGS NOTE: MAX HEIGHT f '{je FG LOT SIZE b.°'�i 4 f h TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGE.M THE CONSTRUCTIONDRAWINGS SHALL BE INCOMPLI4NCEIN EXIST.HST FLOOR f f/.t M' �R pe : Dat< TIiESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ACCORDANCE WITH SECTION R103 WITH THE2020 N.Y.S.RBC ( Ma'. O I yN O2-0S-2S ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, EXIST.2ND FLOOR .CELLAR ENTRANCE SheeLN USING CHAPTER 4 OF THE 2020 LAYS ECCC. PROP TOTAL TABLE 3.1 NAILING SCHEDULE GENERAL NOTES BUILDING PLAN REVIEW NOTE: "I"44"IN TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION) I �Iw� BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM �"� L THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS S 12-24OF THE 20zo N.Y.S.CODE ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE Number of Number of �, aaM1's•' 2.THE STEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS BUILDING AND/OR 2020 RESIDENTIAL CODE OF THE STATE OF NEW YORK,THIS REVIEW DOES NOT Joint Description Common Nails Box Nails Nail Spacing 5.... t ME 2020 L. 2sa±oFTx6 zozo N.Y.S.CODE. GUARANTEE COMPLIANCE WITH THAT CODE.THE SEAL AND SIGNATURE OF THE DESIGN r PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE .. ,-,/.'.!, .r,.,`' ..--f `" r.. ..,.;ROOF,FRAMING 1;,,;,; ,, ,;; - 3.ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33420E THE 2020 N.Y.S.CODE LICENSEE'S BELIEF AND INFORMATION,THE WORK IN THE DOCUMENTS IS: Rafter to Top Plate(Toe-nailed) (see Table 3.4A) (see Table 3.4A) per raker ¢4❑ 4.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE Ceiling Joist to Top Plate(Toe-nailed) (see Table 3.4A) (see Table 3.4A) perjoist oomF WITH SECTION R6133.ALL GLAZING IS TO COMPLY WITH SECTION R308. -ACCURATE, -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, 2" Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3,9A) (see Table 3.9A) each lap Z>. 5.NACCORDANCE WITH SECTION 1T03.6,ALL INTERIOR AND EXTERIOR STAIRWAYS Ceiling Joist Laps Partitions Face-nailed SHALLBEPROVIUED WITHA MEANS TO ILLUMINATETHE STAIRS,INCLUDING -CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE g P ( ) (see Table 3.9Aj {see Table 3.9A) each lap IANDNcs AND racnns. SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie p 6.IN AccoRDANc6wmisEcnoN MOM,Avnmcnccess OPENING SHALL BE -IS THE RESPONSIBILITY OF THE LICENSEE. Blocking to Rafter(Toe-nailed) 2-8 2-10 each end , i U d d 1F,WZ PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A VERTICAL HEIGHT OF LJ Rim Board to Rafter(End-nailed) 2-16d 3-16d each end <-Ixx 30-0 GREATER.THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22'x30" AND SHALL BE LOCATED IN A HALLWAY CROMER RFknIY ACCESSIB ELOCATION. PS PRE-DRILLED WINDOW X r F] TABLE U01.2.1.2 JAMB HOLE ",LNG M c b a. ].IN ALLFRAMED WALLS,FLOORS AND ROOT/CEB.INGS COMPRISING ELEMENTS OF WIND-BORNEDEBRIS PROTECTION FASTENING FOR WORD STRUCTURAL PANELS 4,. EOULE THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE PLYWOOD PANEL Top Plate to Top Plate(Face-nailed) 2-16d 2-16d perfoot INSTALLED ON THE WARM-IN-WIT SIDE OF THE INSULATION IN ACCORDANCE FASTENER SPACING Top Plates at intersections(Face-nailed) 4-16d 5-16d joints-each side WITH SECTION MS. [SCREWS AS'TENF.RTYPE PANELSPAN <PANELSPAN <PSPAN Stud to Stud(Face-nailed) 2-16d 2-16d 24"D.C. FI S.WALL AND CEILING NISHER SHALL HAVEAFLAME-SPREAD CLASSIFICATION O FEET <6FEET <SFRET TYPICAL PRE-DILLED HOLENOT GREATER THAN 2W AND A SMOKE-DEVELOPED INDEX OF NOT GREATER TrHeader to Header(Face-nailed) l6d 16d 16"o.c.along edges THAN 4501N ACCORDANCE WITH SECTION R315. 2 �- LOCAT�OJWINDOWWOOD 9.INSUTATIONSHALLHAVEA FLAME-sPREADI-DEXOFNOTGREATERTHAN25AND SCREWS16 I2 IITop or Bottom Plate to Stud(End-nailed) (see Table 3.5A) (see Table 3.5A) perstud A SMOKE-DEVELOPEDINDIXOFNOTGREATERTHAN450INACCORDANCE 2j.xgWITH SECTION R316. WOOD 16, IW 12" Bottom Plate to Floor joist Bandjoist Endjoist 2-16d"' 2-16d12 perfoot rE n 8 IN 10. TERIOA WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH or Blocking(Face nailed) C SECTIONR702ANDE%TERIORWALLCOVERINGSHALLBEMSTALLEDIN FOR BE I INCH=25Amm,I FOOT=304.8 min,I POUND=0,454 kg, 3 _ z�r°O"O I MILE UR ACCORDANCE WITH SHALL EI03. a,THIS TAHLE�ISBIASED ON A/MAXIMUM WINO SPEED 35ECONDS GUST) I70 MPH JOISL to Sill,TO PIBYB t F,I.QOR ERANIING ✓ 'r ,<j C O rn 11.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. i - ( � p or Girder(Toe-nailed) 4-Sd 4-10d perjoist 12.IN ACCORDANCE WITH SECTION M21,APPROVED NUMBERS OR ADDRESSES AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. ul 9 SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL Bridging to Joist(Toe-nailed) 2-8d 2-10d each end ? ,avU PLAINLY VISIBLE AND LEGIBLE MOM THE STREET OR ROAD FROM. 'G ME PROPERTY. PANEL. Blocking to Joist(Noe-nailed) 2-Bd 2-Sod each end F� c.WHERE SCREWS ARE ATTACI IED TO MASONRY OR MASONRY/STUCCO,THEY SI IALL 3-16d 4-16d each block c1 W 5! 13.STAIRWAYS SHALL BE INSTALLED INACCORDANCEWITHSECTIONMIL BE ATTACHED UTILIZING VIBRATION-RFSISTE*IT ANCHORS HAVING A MINIMUM (Toe-nailed) {V r W AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECDONM113A ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. TYPICAL Blocking to Sill or Top Plate WINDOW PANEL Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist J �yI-•� Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist RN TABLE R301.7 TABLE R301.5 Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist Q ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY 1 = WIND UPLIFT DESIGN STRUCTURAL MEMBERS Band joist to 5111 or Top Plate(Toe nailed) 2-16d 3 lfid per foot TABLE R507.8 DISTUBUTED LIVE LOADS ,, V r;. FOR FAMRUCIION MANUAL DECK POST HEIGHT ALLOWABLE (IN POUNDS PER SQUARE FOOT) ,r ! - r ` ,--;ROI�f SHEATHING FORONE&TWO ILL LATE ELLINGSTO FOUNDATION (2TgEDTION) STRUCTURAL MEMBER DEFLECTION Wood Structural Panels 8d 10d see Table 3.10 SECTION 3.2.1.]SILL PLATE TO FOUNDATION USE LIVE LOAD ( ) -TABLE 32,3.2AL DECK POST SIZE MAXIMUM HEIGHT RAFTERS HAVING SLOPES GREATER THAN 3112 1"x6"or 1x8 ATTICS WITH LIMITED STORAGE 20 Diagonal Board Sheathing F° -SECIION3=1 WALL ASSEMBLY TOFOUNDATION WITH NO FINISHED CEILING ATTACHED TO LAW rV"Idi -TABLE 3.4B 4-X4" 8' RAFTERS ATTICS WITHOUT STORAGE° l0 " 2-8d 2-lOd per support SECTION 32 WALL ASSEMBLYTO WALL ASSEMBLY -TABLE3.4.3AS 4"x6" 8' ITERIOR WALLS AND PARTITIONS W180 ATTICS WITHOUT STORAGE WITH STAIRS 30 1"X1D"orwider 3-8d 3-lOd persuppart SECTION323.IHOLDD0WNs EXTERIOR BALCONIES AND DECKS 40 CEIUNGSHEATHING.,-TABLE 3-1]F 6"x6" 14' FLOORS AND PLASTERED CEILINGS U360 SECTION 3.23A HEADER ANDIOR GIRDER TO STUD FIRE ESCAPES 40 -TABLE 3.7 ALL OTHER STRUCTURAL MEMBERS L/240 Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field SECTION 322.1 ROOF ASSEMBLY TO WALL ASSEMBLY -TABLE3A,3.4B EXTERIOR WALLS WITH PLASTER OR STUCCO GUARDRAILS AND HANDRAIL 200 SECTION 3.2.5.1 RIDGE STRAPS Po360 r'r.y _' " f N,� ?' •WAEVSFIEATHING - �� ,,, „ , ✓r;;`y;,;; FINISH GUARDRAILS IN-FILL COMPONENTS' h -TABLE 3.6,3.6A S0 PASSENGER VEHICLE GARAGES Wood Structural Panels 8d 10d (see Table 3.11) SOa _ EXTERIOR WALLS-WIND LOADS WITH BRITTLE Ll240 Structural Fiberboard Panels FI\7SHES ROOMS OTHER THAN SLEEPING ROOMS 40 W�. TABLE 3.4B SLEEPING ROOMS 30 1/2" Si ga.galy, roofing nail - 3"edge/6"field w W R1 Z EXTERIOR WALLS-WIND LOADS WITH 0.120"xl-1/2"Ion x 7 16"head -� UPLIFT STRAP CONNECTION REQUIREMENTS vlzo ( g / ) Z X FLEXIBLE FINISHES STAIRS 40c a (ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) roxsun.orES RirPxmnli:abNYscona � g W j (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) ",Ra.r fAwlT.w,m.R-.°.,na Ur 25/32" 11 ga.gals.roofing nail - 3"edge/6"field TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL Ann"uaa,nn mAns m",Ri mae«°DrTRa aT,Ta4n.,nn nrrTTrn"",a,m nTAUN (0.120"xl-3/4"long x 3/8"head) ti a H k FOR ONE&TWO FAMILY DWELLINGS(20 18 EDITION) r.n.aETA "°rH,Hn,anroaarAxanA°n.,DHa:D,rro.Dnn C W< ND4asnxr .aiTA,H.-+A:„"a„H,,r,,+mnRr„¢, Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field DEAD LOAD ASSUMPTION:ROOF CEILING ASSEMBLY DL=15 psf rxu.TVR.,.Ns°i"rns,mPAv vsrn, E Fcnassow" Hardboard 8d 8d (see Table 3.11) -� tN U)n nDteesecoNDcusrwmD or Particleboard Panels Sd 8d (see manufacturer) z =ZO SPEED(mph.) "0 1I5 I20 130 140 150 160 170 180 195 wsEPsrxsmmu°a.0 m'nrcT,m sxAunormTtn,nm A qj' 4 Z¢ 4M„o9„ARRm"` Diagonal Board Sheathing Q FRAMING TABLE R402.2 SPACING ROOF NUMBER OF Rd COMMON NAILS or10dBOX 1"x6"orl"ILB" 2-8d 2-10d per support ,2 LU p< SPAN(f�) NAILS IN EA.END OF I X'"20 GAUGE STRAP "U'-4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE q (;n) 1 x10 or wider 3-8d 3 lOd per support 12 I I I 1 1 2 2 2 2 3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH(Fc)' TYPE OR LOCATIONSOF :. r' FLUOR,SHEATHING WVJ IE 1 1 1 1 2 2 2 3 3 3 WEATHERING POTENIWL •• ' 20 I 1 1 2 2 2 1 3 3 4 CDNCRET6 CONSTRUCTION rr q 3 12 24 I 1 1 2 1 2 3 3 4 4 NEGLIGIBLE MODERATE SEVERE Wood Structural Panels 28 1 1 2 2 3 3 a 4 s 1"or less 8d 10d 6"edge/12"field 32 I 1 2 2 2 3 3 4 5 5 BASEMENT WALLS.FOUNDATIONS AND OTHER 2.500 2.500 2,500 36 1 1 2 2 3 3 4 4 5 6 CONCRETE NOT EXPOSED TO THE WEATHER greater than 1" lOd 16d 6"edge/12"field Diagonal Hoard Sheathing I2 I I 1 2 2 2 2 3 3 4 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 2,500 2,500 2,500. e 16 1 1 I "X6"or1"It8° 2-Bd 2-lOd per support 2 2 2 3 3 4 4 EXCEPT GARAGE FLOOR SLABS 1 -, 20 1 1 2 z 2 3 3 a 4 s V*10"or wider 3-8d 3-10d per support 16 24 1 1 2 2 3 3 4 4 5 6 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR G 28 1 J 3 5 7 WALLS AND OTHER VERTICALCONCRETEWORK L500 3.000 2 2 2 4 5 ° 7,000° EXPOSED TO WEATHER Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.Alternative nailing schedules shall 32 1 2 2 2 J 4 4 5 6 7 'u 36 2 2 3 3 3 4 5 6 7 8 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2300 3,0D0°'` 3,500°'` be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edge to ; WEATHER AND cagnGE FLOOR stnes obtain highershear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be a 12 1 1 1 2 2 2 3 3 4 4 16 1 1 2 2 2 3 J 4 4 s F"xv.,roOnvlTAw¢Ancmcx-,.°,,,, used to maintain the load path. 20 -- 1 2 21 3 3 4 4 5 6 2 Date Revision/Issue 19.2 24 1 2 2 2 3 4 4 5 3 4 6 7 a,,;y11F� ,,,„anu"u a„iR,,,w When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 28 2 2 2 3 5 5 7 a r To rxrTtn DAL'a,R.",NRm.i.�rosn„r.,,"..°nAuar.N.fN,.A,.TDro..T,aT°� 1-16d nail per foot. 32 2 2 3 4 4 5 6 7 9 nuaz,vnrmn4,um ror,un,RrosTc rlrsacurrerwwa[arcnsennT,suw.notus,tss TWILL eramTozuoaarx�. 07N5/15 ISSUED FOR REVIEW WIM6 REV.ASPERTOWN 36 2 2 2 3 1 4 1 5 6 7 8 - Lseassn,rn+nuv inn"tn,au"O:"FnTmursvr. z 1 2 2 2 2 3 3 4 4 5 TABLE R301.5 20 1 2 2 3 3 4 5 5 6 7 TABLE R301.2(1I CLIMATIC No GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 24 24 2 2 2 3 4 4 5 6 7 a (IN PONDS PER SQUARE FOOT) WIND DESIGN SUBIECT TO DAMAGE FROM ITFJUOR SPACES INTENDED FOR HUMAN Drown By: 28 2 2 2 3 4 5 G 7 8 - SEISMIC WINTER ICE BARRIER AIR MEAN OCCUPANCYSBALL BEPROVIDEDWITIINDDOR 32 2 2 3 3 4 5 6 7 9 - FLOOD M.MONTALBANO � GROUND DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL TEMPERANRE DF NOT LE55 THAN USE LIVE LOAD Frost line 36 2 3 3 4 5 6 7 R - - O SNOW Speedo Topographic Special Wind Windhorne d¢hris Weathering' Termite, HAZARDS° A DEGREES ME FLOORO THERE IONHRkTIN O CATEGORY' de th° TEMP' REQUIRED' INDE%' TEMP' ABOVE THE FLOOR ONTNE DESIGN HEATING U p DAY UNINHABITABLE ATTICS WITHOUT STORAGb° 10 PmJmk 1.PRESCRIPTIVE DILITEDUPLIFT CONNECTIO ARE BASEDN REQUIREMENTS ASSUME TABLE3.4. LOAD" (mphl ¢HectS° r¢g1011 iOne"N SYSTEM DESIGN SHALL BE BASED ONMAX 72 24-138A 2.TABULATED EXPOSURE REQUIREMENTS ASSUMEA BUILDING j,; UNINHABITABLE ATTICS WITH LIMITED STORAG 20 LOCATED IN E%POSURE B. flood zone DEGREES HEATING,MINIMUM]5 DEGREES z Insert the COOLING HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAY 30 3.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME ROOF AND o 20 130 NO NO B SEVERE 36" HEAW 15' YES flood tone 452 52.7" DEGREE DAYS(NY IAcunaDla)4RI1,WINTER Swle CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.60 x 15 psf=9 psl). coast or N/A DESIGN TEMP 15,DRY BULB 99,WET BULB 75 BALCONIES(EXTERIOR)AND DECKS 40 AS NOTED IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING (2015[PC APPDX D) ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE O MANUAL I DESIGN CRITERIA ALSO AS PERNYSBC 2020 CHAPTER I6 SECTION FIRE ESCAPES 40 TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT 1609 AND ASCE 72D16-WIND EXPOSURE GUARD AND HANDRAILS 200° Date EACH END OF THE STRAP. Z IRd00r Heating CATEGORYAND SURFACE ROUGHNESS IS B. Winter Altitude USE CIO FOR ROTH SOUTH SHORE AND FIRE 02-05-25 4.MINIMUM ASTM A653 GRADE 335TEEL STRAP. ,"�' Elevation Latitude Summer WDling design Design temperature cooling temperature GUARD IN-HILL COMPONENTST 50' heating correction factor ISLAND. F<- temp. difference [ROOMS SSENGER VEHICLES GARAGE'S 5e 98 h. 40" 15' 85- 1 70 75" 55' TOWN OF$MITHITGWNI$WTHINA HURRICANE Sbcc10 PRONE REGION OTHER THAN SLEEPING ROOMS 40 Coolingtemperature Wind velocity Summer WindVelocityheating Coincident Wet bulk Daily range Winter humidity EEPING ROOMS 30 _difference coolin Humidity15" 15 MPH 7.5 MPH 72" Medium 45-55% 32 GR@50%RH AIRS 40` NAILING AND STRAPPING ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TABLES 3.213,3.2C,3.3A NOTE: RIDGE HOLD DOWN CONNECTIONS NOTE: ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR BOARD TYPICAL TYPICAL (REQUIRED PLANS FOR CORNER GARAGE DOOR JAMBS) SEE TABLE R301.2(1)SI{T.N-1, SPACING CORNERS 'SLL COL EQUIVALENT-HAV(COILED STRAP) (SEE FLOOR PLANS FOR LOCATIONS) FOR IV24D SPEED ALL COIL STRAPPING IN HAVE MINIMUM 12'BEARING ON WALL STUDS(ALL ROOF TABLE 3.17E •~ + STRAPPING SHALL BE INSTALLED AS PER MANUF.SPECIFICATIONS) RAFTER 3'-0"O.C.(130 MPH) 6'MIN. � ALL STRAPPING TO BE SPACED AT 16'O.C. T-6-O.C.(140 MPH) 12'MAX. ALL TABLES REFER TO 2018 W.F.C.M COLLAR THE @ 32'O.C.MAX. 0 L_____ WHEN RIDGE IS STRAPPED. < 0Zm� AT RAFTER TO RIDGE CONNECTION C.T.@16-O.C.W HEN NO ,Z�j.Z„F,l FOR RIDGE STRAP-4-8d COMMON NAILS OR STRAPPING IS USED. _ 0 a V O m Y 4-1Od BOX NAILS IN EA. Q y,.-1 F,<6 END OF STRAP.-TABLE 3.6A PLAN o p w F-i} U FORALT.COLLARTIE- 4-10d COMMON NAILS OR ROOF SECOND FLOOR ATTACHMENT >3 W Z 4-12d BOX NAZIS IN EA. RAFTER (REQUIRED FOR ALL NEW CONSTRUCTION 4< END.-TABLE 3.6A �`` AND SECOND FLOOR ADDITIONS) I UUF- �, 3"SQ.x 5/16"WASHERS E=Y X NOTE: ------ &END NUT SETUP COORDINATE w/TABLE 3AB SHT.N-1 CEILING DOUBLE SILL PLATE ON EL FOR ALL STRAP CONNECTION REQUIREMENTS ]GIST m 'SIMPSON'HDUSSD52.5 COPPER INSULATION ITI SHIELD w/SILL INSULATION AT RAFTER TO TOP PLATE + i TO STUD CONNECTION $ 2-16d COMMON 5/8"DIA.ANCHOR 1-1/4"x20 GA. f NAILS @ 6'O.C.FOR BOLTS(TYP.) - Q FOA STRAP- FULL LENGTH OF (SEE TABLE JAB SHT.N-1) STL.STRAP OR STUD POURED CONCRETE AT EACH END OF STRAP 'SIMPSON'CS-20 BLOCKI @ ENDWALL FOUNDATION WALL FOR ALTERNATE- 14-I0d NAILSATFA.STRAP, 'SIMPSON'MTS 12 AS PER MANUF'RS REQTS. W m o0 (TWO STRAPS TOTAL) •• (MEETS OR EXCEEDS UPLIFT Z SECTION REQ`TS OF TABLE 3.4) ig NOTE: Q NOTE: r i m O Z a S "SIMPSON"HDUSSDS 2.5 I.)USE 5/8"DNA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO ' a u FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR CONCRETE W/3"SQUARE.5/16"WASHERS AND END NUT SETUP. JOIST TO HEADER CONNECTIONS PROVIDE'SIMPSON" SHOE PL. 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED (-.,04 "LSSU210"ADJUSTABLE HANGER. SUBFLR. HYHOLD DOWNS FOR SHEARWALIS. (n ",..j 3.)ON•EANCHOR BOLT IS TO BE LOCATED BETWEEN 6°MINIMUM TO W M,_Z AT STUD TO FLOOR ASSEMBLY RIM JOIST FLOOR ALL STRAPPING,ANCHORS,HOLD DOWNS,& 12"MAXIMUM FROM ENDS AND CORNERS. F TO STUD CONNECTION JOIST ADHESIVES TO BE INSTALLED AS PER (ONLY APPLICABLE FOR TWO-STORY MANUFACTURES SPECIFICATIONS. W CONFIGURATIONS) TOP PLT Q FOR STRAP- (SEE TABLE 3.4B SHT.N-1) SPLICING OF TOP PLATE t� AT EACH END OF STRAP 'SIMPSON" N Z (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) MIS 16 - TABLE 3.21 FOR ALTERNATE- 14-10d NAILS AT EA.STRAP, 'SIMPSON'MTS 16 AS PER MANUF'RS REQTS. TOP PLATE SPLICE TOP PLATE SPLICE (TWO STRAPS TOTAL) FIRST FLOOR ATTACHMENT (MEETS OR EXCEEDS UPLIFT I-1/4^x20 GA. REQUIREMENTS REQUIREMENTS REQTS OF TABLE 3A) STL.STRAP OR (REQUIRED FOR ALL FLOORNEW CDHTONS)�Oy ONE STORY SLAB-ON-GRADE ALL OTHER CASTS 'SIMPSON'CSZO AND FORSECOND- STRAPPING TO OVERLAP Ni B1ding Dimensiw Minimum Splice Building Dimmion Minim—Splice FLA.ADDITIONS FIRST&SECOND FLOOR - (B.) Lcnglh(B.) (II.) Lrnglh(R) STUDS BY MIN.12" SHOEFL. "SIMPSON"HDU5SDS 2. I7-0" 3'-W 12'-0" 2'-0" SUBFLR. NOTE: 2-16d COMMON 16-0° 4'4" 16'-0" ALL CLIPS&STRAPS CAN BE MOUNTED RIM JOIST FLOOR NAILS @ 6.O.C.FOR 20'-0" 5'-0" 20'-0• 4'4" FROM EITHER ALL EXTERIOR OR ALL JOIST FULL LENGTH OF INTERIOR,BUT NOT A COMBINATION OF BOTH. BLOCKING STUD 24'-0' 6'-0' 24'-0' 4'-0" } SILL PL @ENDWALL 1 28'-0' T-0' 28'-0' S1" W AT STUD TO FLOOR ASSEMBLY W V Z TO SILL PLATE CONNECTION 3r-o• a'-0^ lz•-R• s-0^ m (�W u FORSTRAP- (SEE TABLE 3AB SHT.N-1) 1.; 3s-0' 9'-0' 36'-0^ 7'-0" M QF AT EACH END OF STRAP 40'-0° l I'-0" 40'-0" 8'-0" G 50•-0 13'-0" 50,-0" 10'-0" O W 7/8"DIA.THREADED ROD EMBEDDED 121/2"INTO 60'-0" 16-0" 60'-0" 12'-0' U 0 CONCRETE W/'SIMPSON'ET(HIGH STRENGTH EPDXY rn W y� ADHESIVE)&FOR TEMPERATURES(ODEG.TO40DEGF) 70'-0' 19'-0" 70-0" 14'-0" _ USE'SI.MPSON'A7(HIGH STRENGTH ACRYLIC ADHESIVE) Ti a0 I-1/4'x20 GA. 80'-0' 22'-0' 80'-0' 16'-0' T.� STL.STRAP OR TOP PLATE SPLICE LENGTH Q Z Q AT STUD TO FLOOR ASSEMBLY 'SIMPSON.CS i TO SILL PLATE CONNECTION W a (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) son snonirx sa�cesci m�io'Irnovmenu"�:a% �Qo., ss.9mvw�xi ruiunw orvuis. FOR STRAP- (SEE TABLE JAR SHT.N-1) y IxN.J AT EACH END OF STRAP wcann�n EZEasnEEEcxc.—E A Ecn.— Lizii .3 wuivran� nEnminmiuw of sn�oc¢.+os END VIEW SECTION E NAILING&STRAPPING AT TYP.PROVIDE RAFTERTO FLOOR & ROOF EXTERIOR WINDOW/DOOR HEADERS KING ATTAC HMTE RE z A GNED OR RAENT N WHE D PLYWOOD LENGTH'L' 3 H DIAPHRAGM BRACING KINGS TO PLATES 1 STUYs HEARING a� (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) � (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE `Y I'' RATIOLIMRS=IBL<31/2 SECTION 3.3.5&3.5.5 I 1 TYP.PROVIDE RAFTER TO Datc Revision/Issue II NAILI '➢': (2018W.F.CJ&) "CRIPPLE"CONNECTION PLYWOOD NOT SHOWN FOR 7N5/J II 0S ISSUED FOR REVIEIY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP NG SCHEDULE CLARITY RIDGE II DETAIL@LEFT W1626 REV.ASPERTOWN n4-O" S SOLID BLOCKING @ SEAMS A B C D T BLOCKING 2 BAYS TYP.STRAPPING [7 BACK @48'ox. DOUBLE 2.MIN. (1)2x4 1 1 1 NAILING AS PER WALL SHEATHING TO BE NAILED ATTIC < I I FOR HEADER OR BEAM 1'x4 2 SAS PER TA➢LE 3.1 SHT.N-1,2015 TABLE 3.4B SHT.N-]%'ROD REQUIRED ()- 2 2 C AT EA.END OF STRAPW.F.GM. Drown By: WFORSTUYiTHREADED ROD (2)2x4OR(1)2x6 3 3 3 PLYWOODSHEATHING M.MONTALBANO (2)2x4 OR(1)2.6 3 4 4 FOR NUMBER OF 8D COMMON NAILS @ 6" K�::ASPERMANUF. (2)2A6 4 5 5 JACK STUDS REFER 1 O.C.EDGE&FIELD. PEvIM 9 12-0' A TO FLOOR PLANS 24-138A (2)2a6 5 6 6 B HOLD DOWN SEE DETAILS FIRST&SECOND FL CNW COUPLER NUT Nolyliens: TNIS SHEEP Scale MIN.EDGE DISTANCE AS NOTED A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) TYP.STRAPPING jT B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF D NAILING AS PER Datc NOTE: HEADER TABLE 3.48 SHT.N-1 OZ-0S-2S BLOCKING 2 BAYS ^` I.SHEATHING N PART OF FROM SILL SEGMENT WHERE NOTED ON FLOOR PLAN, ���rs:d' AT EA.END OF STRAP BACK @ 4tl'o.c. i'. C. NUMBER OF 16DO E NAILS END-NAILED THROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE U ADEQUATELY BLOCKED I I JOINTS. MIN.END DISTANCE KING STUD TO ENO OF HEADER AT EACH SIDE 2.HOLD DOWNS REQUIRED AT ALL CORNERS S STRUCTURE SEE DETAILS THIS US LOAD EXCEPTION: AS PER MANUF. 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FORA CONTINUOUS LOAD Shmtt WHEN E ATTIC FLOOR E CEILING DIAPHRAGM IS USED TOBR ACE THE NOTE: PATH. GABLE END\VALLORWHSNOTHIP ROOFREQUIRED. SYSTEM IS USED.ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF I6D NAILS END-NAILED THROUGH ADJACENT ALLSTRAPPPIGTOBEII/4"X20GAUGE SHEARWALL SEG.DETAIL.(TYP) DIAPHRAGM BLOCKING IS NOT REQUIRED. JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON EQUIVALENT N APPLY TO DOORS) CS20(COILED STRAP) 178 PRESCRIPTIVE DESIGN WOOD FRAME CONSTRUCTION MAAUAL 185 1" PRESCRIPTIVE DESIGN Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure B Table 3"SA Top and Bottom Plate to Stud Lateral Connections Exposure B Table 3SA Top and Bottom Plate to Stud Lateral Connections Exposure Ca Show Confection Requirements for Wind Loads for Wind Loads A _. (Pfewdptiw Altematiee Lo Table 3.4) (Prescriptive Aitemative to Table 3.5) _ ___-_____-__.___ _ _^ (Prescriptive Altemative to Table 3S) ____- _ _ _ _ _ _ .....________...____---------------_____.__._..._-____......____.___..._...___..._..._....._..................................................... 3; Winds W6M speed WIMSp,si .• 396 3-s wtoosp mMl W 95 3W 30S 110 115 3l0 130 f40 1W 160 i]0 I80 195 3-semnagusl(mphl 90 95 iW i0fi 110 115 ]20 1W Sd imam Nrtlmphl W 96 1W t05 f10 Its ]20 I34 340 SW SW iTe Ie0 100 IW t60 1)0 ]BO 195 "-""- - - Iee (Sep Hgurel.il (See figure tSj Rahert<eillrNlolrt 1Ne a Numberpf ed Common NamorlW epa NnL pomaaeal 5padng Wall Xergfat(k) Pequlred NumWroi lfid rommgn Na0sor4W Boa Naps per Stutlb%aufonneWon lgfl' Spadrg Wall Neigh(k) RegWmd Numberorl6tl Common NalKor40d Boa Nam RrStutl to%aM fsnlrembn(pit)+ z O W _ '..(Ill RepWred MFaawkeraM/othilingloMtpTep Dbte Connertl4nv'u ,Z Z Ih) (m.l f ) OZVQw 2 ] 1 2 3 3 3 3 3 3 3 SO 2 3 3 3 2 2 3 E 2 2 2 E 1 Z 9 IP 2 2 2 3 3 1 x E 1 1 Z 2 2 3 Q Iry OWE^ y^• y /^ n O c.x U°">• H w z e 3 3 3 3 s s �i ^v Yv /' n 15 2.. •/''K 3rnQ 2+ W 3 3 s s s s s s ss6 2 ,. �? :)%,.� ,.:3.5 s.>.�.>.• ^ u"f .x.r Ti _a :�"., x ..k.z.,,..... .a•...a _.,..�Taa;>., .>"f::>m•,>` <Q ,_W 3 38 2 2 2 3 3 3 I 2 3 2 3 3 3 3 38 2 2 x Z 2 2 + e ra m a amampdmaNume a.a 1 2 x 2 3 3 3 0 a rcsutvnv u ma vedyxa!klroralters.rMsumofde meremtn sM rmraml mdNefl:nslunequaiweuegd tMbh+laretlnumMra(natbmquimd ]D �.rr2 x 1 a walapgtrmg rommeear:xrwa:hshNi be3wavNineaM s:tleora raMeror regvNpwwhm rastemdma ha an Wmer3mmaesln zero oAewlcen 8 x 1 2 2 x Z 1 2 2 2 2 2 x 2 2 In e 2 2 2 2 1 2 3 2 l0 1 2 2 1 2 2 2 2 3 2 3 2 2 3 10 3 3 2 2 2 2 2 1 2 2 3 3 3 w ,we etkh6¢e�m xmwmm�talawa: ? "'t` z 2'" 2 z rt' Fo- as as .r ts• ,� '+� r 10 , i4 Nmmgmge 43smumrt�aem >8 2 :� 2 x 3 1 �c .,i i 3 3 3"'•.a a d z '©c'!6�sv!E_u..,. as-n 2. ...=::4 am(ro 10 2 2 2 2 2 2 2 2 1 3 3 3 5 ZD 3 a 2 2 1 1 2 3 3 4 5 5 6 8 2 3 2 2 3 2 2 2 2 2 3 3 3 3 a 2 3 2 2 2 2 2 i 2 3 3 4 4 5 10 2 2 2 a 2 3 2 2 2 1 3 3 3 ]0 1 2 Z 2 2 2 2 3 3 3 4 6 � " ' 4 l4 sg 4� xy 3 4 s s :'...l. .>. ?.;," .3.. '�..a. .a.A. w,.' .�3.w.• ..wJ,��e> .,.e.y..,�a .�,.,. .�.. e_:.4.w.a .�. > ° ' .�L.�, 3.«?. . MiS.> ._gIla, 'e E Table 3AA Rafter and/or Calling Joist to Top Plate Lateral and Exposure C 2 3 2 1 2 3 3 4 4 5 s 6 I8 2 2 2 3 3 3F 3 4 4 1 9 Q W m W Shear Connection Requirements to 2 2 2 2 3 3 3 3 4 < s s 6 ] 20 2 (pre sc 3 3 3 3 3 4 5 6 6 ] 1 Presci:ptiure llmhs,eb-d gnassumpdossin Table35. 1 Presv'rPtive limhsare baud on assumptions in Table3.5. Q.�-e O. riptive Altematiwto Table 3.4) � a � QY�a wMasPeea I m G z=ry g-wavrNprat mpel 9s SW 305 ss0 iss 110 130 la i5P 1W ITO 39s raj 9 k wker/retmaloht waB xpmberprearommon Nara orlW ap.Nam Rcenaneal ,ga ,.7�ca Spadrrg M.1 'RKIn M4ureaM6N Raftarma/oreaninelpkttorop Phm[Moe Unnsva 4r' ��rj 2 22 3 3 >2 30 1 2 2 3 3 3 3 3 3 3 3 r M a 2 3 3 3 3 3 3 3 3 4 fi W 0 3 a a 5 a I4 e 3 3 5 s 5 S 5 6 6 p 3 S 5 6 6 8 + .are ,iagk3.aa 334 PRESCRIPTIVE DESIGN 194 PRESCRIPTIVE DESIGN WOOD FRAME CONSTRUCTION MANUAL 335 + IXnaNNtl insam�-saved pv.l4tm,aneex alwaum wtnemvuiNaelxratte,armreJine F•tlsNtaq:sln.ettredueuq,larrdm,mcera':v:tr nauiM. a n2soewissM1avbemsWktl mexb saeofa rahermrMingpbiwhm l¢Uneamai.dmppu:ea3meralh Neach vwa.hen ksrmMmaffimpphte.� ' where tapNx-roMgetn�gMa<areM30'.+Ixy sbvaeadi:nmdasfovo«u w�i rsefana fv mxye 4xuzgnrmrm4r rerkhm N ' 125 3C A14A:Cr1Nw'OODCOINCi.LL..e,newe....w-^...roa.n...m...s...,.«.� r....e...>»,nm..,... MfFAiC�tS'CCpCCUM1CIL Qea.....a,w.tlo...�.e.,..,.�.w",.....,®rw.:ed.v,mna••*a .WEi6RN W'eDD WtR'CIL ....mn;r...saaa...rumw.m....v.. ..„...,".e'vn.«y.. W� W vz c� Z WU Table A"3.8 Ridge Tension Strap Connection Requirements for 1 F Table A"3.8 Ridge Tension Strap Connection Requirements for Exposure B Table 3.9A Rafter/Ceiling Joist Neel Joint Connection Requirements Exposure C Wind (Prescriptive ling to Table 3.9) Wind W G ;Prescriptive Altetnall-to Table 3.6) (Prescriptive Altemative to Table 3.6) y IU<Roofl Lead Ground Snowloa0 W Oe2ttl Load Assllmptlons:Roof Assembly DL=10 psi Dead Load Asswmptiolls:RoofAssemhly DL=30 pst ,� Q 20 Psf 30psf SOP0 I70 psi Cam is�rb wl W 96 Ip5 ]10 ai9 14p 3W 3W I]e 196 Roof Spalss) 24 36 12 24 36 a.ema4.nDapnl W 96 a I]0 lW 340 5 l96 W Sze i2 24 36 Iql Ste 130 W i2 29 tsaa tr�W W 15 Ite 135 ]0 3W t] W V a9P eoofaem eonw+. Num6e am g W NdhM A del / SUP Rakerslo0e Raker Required Number Cor of l6d Co o,40d Boa Neils per Neel bl 'csa's ot CoConneosi Rcef%mk mb orBtl Ce Wh IW poNmi mM ermM / S !7 Z sparing pod O `a W a 1 1 1 1 2 1 3 3 3 2 i 3 3 3 U r 12 3 5 8 3 6 9 5 9 13 6 32 3] O Q 3 3 1 ] 3 1 2 3 I 3 3 4 3 5si 3 2 2 3 E 2 3 3 4 5 6 ] W 16 4 ] 30 4 B 12 6 12 I] 8 IS 23 _ 3.ix i Y 2 3s, S 3 ,3� q�3, % 5 ¢ ] �' y Q C. 3 i 3 Y 191 4 8 12 5 10 14 T 14 23 9 18 2] 44 A t 2 : ? 9 3 3 a 6 6 fi FY ...d 2... .:2,.a a 5>. 3 'i3...w .�E.a.,...,5' .@.5.• ....., m Z.R> U 5 3D 15 fi 12 18 9 I] 16 11 13 34 3 3 3 3 6 6 ] >2 3 4 6 3 5 ] 4 ] 10 5 9 33 3 6 "'0 3 3 1 2 2 3 all 16 3 5 B 3 6 9 5 9 13 6 12 1] 1 3 t 2 2 E 3 4 y 1 2 2 3 3 19.2 3 6 9 4 7 31 6 31 36 ] 14 23 1 2 3 3 5 4 8 I1 5 9 13 ] 13 19 9 1] 2fi d Ift ' 2� �},a.£ 2 2£ n 3 3 5 3 4 6 3 6 B 4 / -.. , ., �.E, 1 1 3 6 - 5:12 16 3 4 6 3 5 i 4 ] it 5 9 34 2 1 6 5 6 T - 19.2 3 5 T 3 6 9 5 9 13 6 33 27 1 3 3 3 a s ] - Y e t 1 2 2 x 3 24 3 6 9 4 ] 13 6 11 1fi ] 34 21 1 1 1 1 2 ] 1 1 3 ]2 3 ; 4 3 3 4 3 4 6 3 5 g 1 i 3 3 3 3 S "]dF 3 q 6 36 3 3 5 3 4 s 3 5 8 4 ] 30 1 4 ,b s n s ]:1z s:al u a 1 1 7 2 r , 3 s a S 3•; g Pa ._. �• Vim,...$ 19.Z 3 4 5 3 d 6 3 6 9 4 e 12 - ;. 1, aa, n5,r.i^ N1�, .Jx kt.� i.i• _2 .k. >1.�' �4. _ _:5 s_.S i.^„.;'F m z 3 2 2 I 3 3 4 s 6 24 3 S ] 3 5 g 4 8 11 5 10 IS 1 2 2 2- 3 3 ] 2 2 1 2 3 3 5 6 T 32 3 3 3 3 3 3 3 3 5 3 4 6 1 Z Z 1 3 3 s 6 6 7m 1 1 36 3 3 4 3 3 4 3 4 6 3 5 8 1 1 1 1 1 2 2 2 3 3 9:U ] 2 3 3 d ✓S+' i �'1' S -i i 1 2F y y 3 S 19.2 3 3 4 3 d 5 3 5 ] 3 6 9 6 ..,.._.. +i �/1 d>�'I✓ 1 _2 t '2- 2 ,Y' .y3F y y+•'S /� 4 24 3 4 5 3 4 6 3 6 9 4 B 12 1:11 id �N p yS g`i S L" �d 3 p�� A �,' ¢ Datc Rrnsson/lsrve / f ._i....."' .3w. 3 3 3 3 3 3 3 3 4 3 3 5 al 1 2 2., •F ,i,.>x. .3 n....a3 a .,a 07/OSI25 ISSUED FOR REVIEW t 2 2 s 16 3 3 3 3 3 3 3 3 5 3 4 6 1 3 3 12'u 19.2 3 3 3 3 3 4 3 4 6 3 5 ] 2 ] a 3 3 a 5 ] - f 3 x x x 2 1 1 1 1 s x 3 3 D41N16 REV.ASPERTOWN 24 3 3 e 3 3 Is 3 5 ] 3 6 9 �,S 1 ,`.y pr. 1 HeellolntronneRlonsarenot required when the ridge is supported byaloaabearing wall,heatlerorritlge beamtlesigned to ]DaL a yid 1'%; I 1 .w ...�?r.l 1 Whntintermperdae supportof the taker is provided byvxrtlalstwK purlmsoaloadbearin6w%the tabulated heoljoint 2 2 2 3 3 3 4 action req,e menKshaIJ be per�fted to bereduced PmPOrtlonally to the odu too In span, 2 2 1 2 2 2 3 3 4 4 5 5 6 ] I 1 1 2 2 2 2 2 3 3 4 4 b mnn ss 3 2 2 2 2 3 3 3 4 5 6 6 - D.w,By: + Tabtdahtl mrmenlom rcquircmen¢Nallbe dmbe muldpl:etl by0.]Ofgrkamir:gnotle.tedwh6'me kebdbmldl 3 Equivalen[nnnectioniam requiredforccilingjoist tO ceiiingjois[lap iplites. TabWautlevnneCron regvirtmemszMli be edmbe muM ed 0.]Oferinming notiwtedwiMinefeet orbWitli. nemm`¢s M.MONTALBANO a Tabuhretlmnnlobn requiremm¢are baudonmtaivWRt minus Me motazzmbtydam bad of6psf(06a3o psi+LmfF 4 Tabulated heellPiM nnneRlgn requiremerrts tlo not indudethe adtlhlonal weight of[he[ailing azsembty. a TabWated mnne¢bn mquiremen¢are maetl on tghl vpi!1[minw Me molauembly2eatlimrl ol6 pV f0.6a30 psf•6p+11 i TahulamA mnneafien rmuiremenK an baud one ii indr ridge umq spadnb Io,o event Mp Nap I.M multiply Metabulatea values by Me 5 Tabulated heelloini Wnnett rare,uirereenhsassumec.ilingjoistsofm ties are locatedotthebottombftheatticspace. ecnw requiremm¢are baze4 one l2lnM ddEa NPPspaang fortlif!erentltlg uraPSPaane mulaplytnetabuhteavai.es bYMc Wmpnmlin IKor mfmrties a re aatedh ) mmviNpiier beipw. pmpamemuMgiertelow: Blos igher in the atticspace,noa[dc storage is assumed,antl the tabulated heel Dint a PWJpc(q playkmpSpadng lm.l ll 36 193 WnneQion rc ptage 5M.Mpti ring in.l li ]fi 193 0 49 gpbemenKanaB beMtteasedb the fgnowM fanpK: mpmwla. coo 333 ieo :m 4.W 24-138A Multlpiim IllO 133 1.W LW a.W C.IUMN0.1,11Top Neel lofnt ConneNon Iran the mbulatetl carrnnien repulremm¢ere odlusmdfor the edge NaP spacing antl tbewm6erW required nails e¢eetls].Table A-don WMn Me¢bulama mnnnven repairemm¢are adjustetl brMeridge stop sPacinE and Me number o'r9quiretl nailseattedz],Tablea3.6aces iv /,%' Plate-cello.(Ridge Adj Fa Wars os apDNthe loadhmnas Cram Ta61e 3.6. S.I. re¢pply.MelwdshamTabk3.6. �� \\ Height(Hd I ustment) a WMn Meupdated numbvginaih requtrealn eazh erAgl the xuap is egwho l'aMMe framingis attarketl lnamgrdanmwlMTab43.1,Netltlge AS NOTED sy I Membuirtad rmmber Nnaihrequindin eaM end oNMemap isIselava Meinmingisanxhetl lna¢oNarcnwiM Table 3.S.Me ridge I aM / / ►T T�--�\` 212 2.. map,11"di 111118ilset-r 1 vaDarW aM'aional nallbrg hoot regNred. 1/3 1.50 s Whmampardc hued iniku ore tltlge step,she namhergf 2W mmman nails rmaired M e-end 0Me sp to need nm.med Me sabalamd s Wgen acmlbr tie is umtlin lku oledtlRNap,MenumGrgrtW mnrwnraih mquiredineach endol the mihrlk need nolea¢.a Ma tabuhted ) - 1/4 1.33 a mIW.m bxwr anaeiha lmnamamaemN sNvaaaps.m aaeelrtmP.Pr Me m:mw,a lea ba.nwN mmrh am grmerwlxga need rmtem.ed me mbwatan m,mne.ar /'�/ IlI W bganalla marteel ava Date 1 02-05-25 3/6 11/42 3.20 a 33/4"xOgage Mqe strap zM1a116e efI51MP6il prade33 tteel or equivalent. > rorlxt mkauDU'ftmnne¢igns,uzea roc(spaneeualmtwim Me3ackraheriendM.The)arinher lengthlMw¢xtheeverharykngM vmihejasl 1/30 1.31 rF ixy raker uPlNt mnnempns,uuamof span ryualmmnm tbelackraher lengM.ThelaeknMrlmgM lndutl.the oveMar:g lerlEMarb Mejah _ Note:Lateraldeflettionpftherakerbabesthemkertlesmaye mm3/4lnch when rakerties are located above one¢hird of Sheet 71 pan Ole top Platnto- fridgeheight,Ha,or when He is greater than 2 feet and may mquim addMonal mnsid,mU,n. �.t......a..w...«.Arr¢atcv.NNOODGo-L ..pr....as�:. n.e.. ,......a r....,..v.r,rmr.a.... _ew.....n.w.r. AWIn W000G"at o.,.a..,.... ..._..._m.,.,<...,,,e.rvga...,., ,s_......,.e x.,...Fin wI'DcamclrL �-3 WALL LEGEND EXISTING WALLS TO BE REMAIN SMOKE ALARMS NOTES: SECTION R314 OF THE 2020 N.Y.S.RBC R314.1:GENERAL. EXISTING WALLS TO BE REMOVED SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. ELECTRICAL LEGEND R314.1.1:LISTINGS. NEW WALLS 3-5/8"25 GAUGE METAL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL �VON MONOXIDE .�///� STUDS Q 16"O.C. ALARMS 217.COMBINATION BE LISTED IN AACCORDANCE WITH UL 7 AND UL OIJ� CEILING FAN C u❑Nl F Z NEW WALLS 3-5/8"25 GAUGE METAL 2034. 0 O Z W<w STUDS Q 16"O.C.,1-HR FIRE RATED R314.3:LOCATIONS. Oa Q BATHROOM VANDY LIGHT SMOKE ALARMS SNURSALL BE PROVIDED IN THE LOCATIONS EXIST.8"P.C.FOUND.WALL ON 16%8"P.C.FTG. �'O� RECESSED INCANDESCENT DOWN LIGHT >3 F W W,Z 1 QQF,F-,W Q CARBON MONOXIDE DETECTION SYSTEMS NOTES: u r CEILING FIXTURE DOWN LIGHT U a SECTION 915 OF THE 2020 N.Y.S.RBC t:z m Q 915.1:GENERAL, 24 CARBON MONOXIDE ALARMS AND CARBON MONOXIDE tt'' THREE WAY SNITCH ❑ DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN VENT NOTES:CHAPTER 31 OF THE 2020 N.Y.S.RBC ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE SINGLE POLE SWITCH PROVISIONS OF NFPA 720. ® 80C.F.M.EXHAUST FAN.VEN TO EXTERIOR P3101.I:GENERGI 9152.3:REQUIRED LOCATIONS. THIS CHAPTER SHALL GOVERN THE SELECTION AND CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. PROVIDED INTHE `LOCATIONS DETERMINED PURSUANT 70 MOV DUPLEX RECEPTACLE W GROUND PAU LT \ THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT SECTION 9l`5 2.3.. INTERRUPTER �y PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND w THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT 0DUPLEX RECEPTACLE E STACKS AND STACK VENTS.ADDITIONALLY,THIS CHAPTER REGULATES 0 z 8 VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND 0 R CEILING MOUNTED RECEPTACLE RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF SUMPS AND SEWERS. RESIDENTIAL ENERGY EFFICIENCY NOTES: .5 r Q} (9 CHAPTER 4 OF THE 2020 NYS R.B.C. EXTERIOR WALL MOUNTED FIXTURE,FIXTURE N N m ^- P3103.2:FROST CLOSURE. IO TO BE WATER PROTECTED;OWNER TO SELECT MANUF. NEW caz WG D.1W b WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE R4012:COMPLIANCE. 1'x4'FLOURESCENT LIGHT FIXWRE ' ,^'lI NOT LESS THAN 3 INCHES IN DIAMETER.ANY INCREASE IN THE SIZE OF -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE U) r•"j'2. THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY". R402.4:AIRLEAKAGE. O h F -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH f4] HOUSE TRAP NOTE: SECTIONS R402A.1 THROUGH R402.4.4. GARAGE REAR ELEVATION R403.1:CONTROLS. TABLE P32017 V P320I.4: TRAPS. -A7 LEASTONE THERMOSTAT SHALL BE PROVIDED FOR EACH . . SCALE:1/4°=1'-0" -ASS PER PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW SEPARATE HEATING AND COOLING SYSTEM. SIZE OF TRAPS FOR PLUMBING FIXTURES ONES SHALL BE PROHIBITED R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. TRAP SIZE -HEAT PUMPS HAVING SUPPLEMENTARY PLUMBING FIXTURE MINIMUM ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, (INCHES) NEW F W06068 ALTERATIONS TO EXISTING BUILDINGS NOTES: EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT )2,xID"�- OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET BATHTUB(WITH OR WITHOUT SHOWER HEAD 112 SECTION AJ501 OF THE 2020 N.Y.S.RBC THE HEATING LOAD. AND/OR WHIRLPOOL ATTACHMENTS) AJ501.1:NEWLY CONSTRUCTED ELEMENTS. R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE (3)2"x4"WD Or XIST. -NEWLY CONSTRUCTED ELEMENTS,COMPONENTS AND SYSTEMS MAINTENANCE SYSTEMS. BIDET 1-1/4 POST(TYPI SHEAR-WALL SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN CLOTHES WASHER STANDPIPE 2 HOLD-DOWN BATH ACCORDANCEWTTH SECTION R403.5.1.1.HEAT TRACE TEMPERATURE CONNECTION EXCEPTIONS: MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION DISHWASHER(ON SEPARATE TRAP) 1-1/2 (TYP.FOR-ALL) Gn T" -OPENABLE WINDOWS ALLY BE ADDED WITHOUT REQUIRING p, COMPLIANCE WITH THE LIGHT AND VENTILATION REQUIREMENTS R403.5.12.AUTOMATIC CONTROLS.TEMPERATURE SENSORS AND PUMPS FLOOR DRAIN 2 1a-1 OF SECTION RI SHALL BE ACCESSIBLE.MANUAL CONTROLS SHALL BE READILY KITCHEN SINK 90NE OR TWO TRAPS,WITH OR C' -NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL +�5 W�". ACCESSIBLE. COMPLY WITH THE REQUIREMENTS OF SECTION AJ501.5. WITHOUT DISHWASHER AND FOOD WASTE 1-12 mseosER NEW e W W V z R403.5.3:HOT WATER PIPE INSULATION. CHANGING qD Zk -HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUMCOMPARTMENTS) 1-1/2 AREA A/ W U THERMAL RESISTANCE OF R-3. LAVATORY 1-1/4 X Hy 9 0(_ R403.9:SNOW AND ICE MELTING SYSTEM CONTROLS. MANUFACTURER'S MANUALS,ENERGY EFFICIENCY: SHOWER(BASED ON THE TOTAL FLOW RATE -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY THROUGH SHOWERHEADS AND BODY SPRAYS) Q W Q SERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS MAINTENANCE INSTRUCTIONS SHALL BE PREVENTIVE MAINTENANCE. FORNANC EQUIPMENT FLOW RATE: C(n o CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS AND SYSTEMS THAT REQNCE ACT PREVENTIVEMAINTENANCE.REQUIRED M GPM AND LESS 1-112 W H0 TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND MORE THAN 5.7GP.M UP TO 12.3 GPM 2 ¢ '� Q AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF INCORPORATED ON A READILY ACCESSIBLE LABEL.THE LABEL SHALL MORE THAN 12.3 GPM UP TO 25.8 GPM 3 � Z� INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40°. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 EXIST. a Z MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF EXIST. P.C.SLAB a' Q WQ R404.1:LIGHTING EQUIPMENT. PRODUCT THE 2020 WITH SECTION R303.3 FOR SI:I INCH=25A MM .4 AND OF THE 2020 N.Y.S.RBC -NOT LESS THAN AL H THE LAMPS IN PERMANENTLY INSTALLED STORAGE O Win LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES 1--1 0 F❑. SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. E'1 QIFq TABLE R301.5 R402.4.s:RECESSED LIGHTING. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS e'' Q 3 LIGHTING&VENT NOTE: -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE IN PONDS PER SQUARE FOOT SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDINTIONED I Q ) EXIST.2"x C.J.TO REMAIN �LrJ ASP R THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE BE PROVIDED WITH A MIN.OF 4%NATURAL OR MECHANICAL IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE USE LIVE LOAD O VENTILATION&A MIN.OF 8%NATURAL OR ARTIFICIAL LIGHT. THAN 2.0 CFM WHEN TESTED 1N ACCORDANCE WITH ASTM E 283 AT A 1.57 q PSF PRESSURE DIFFERENTIAL.ALL RECESSED LUMINAIRES SHALL BE UNINHABITABLE ATTICS WITHOUT STORAG9 10 IZ1 EXIST. E SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. UNINHABITABLE ATTICS WITH LIMITED STORAG c 20 < HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR 30 E BALCONIES(EXTERIOR)AND DECKS 40 Z FIRE ESGAPE4 GARAGE FLOOR PLAN a EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: RESIDENTIAL ENERGY EFFICIENCY NOTES: GUARD AND HANDRAILS' 2W SECTION R310 OF THE 2020 N.Y.S.RBC CHAPTER 5 OF THE 2020 NYS R.B.C. GUARD IN-FILL coMPGNETurs' so' SCALE:1/4-F-O" Datc Rn oa/Issu R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. PASSENGER VEHICLES GARAGE% se BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING 0=25 ISSUED FOR REVIEW ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY R501.1:SCOPE. ROOMS OTHER THAN SLEEPING ROOMS 40 ESCAPE AND RESCUE OPENING.EMERGENCY ESCAPE AND RESCUE -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE 04/16/26 REV.AS PER TOWN OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY.OR TO A YARD ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF SLEEPING ROOMS 30 OR COURT THAT OPENS TO A PUBLIC WAY. EXISTING BUILDINGS AND STRUCTURES. STAIRS 40° R310.2:EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE 111 A,1:ADDITIONS,ALTERATIONS,OR REPAIR:GENERAL. FOR SUB-NOTES REFER TO THE 1020 NYS R.B.C. MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY D.-By: R310.2.1:MINIMUM OPENING AREA. WITH SECTIONS R502,R503 OR 504.UNALTERED PORTIONS OF THE M.MONTALBANO EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. REQUIRED TO COMPLY WITH THIS CODE. P.jw# THE NET CLEAR OPENING DIMENSIONS REQUIRED BYTHIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF 115013:EXISTING BUILDINGS. 24-138A THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 BE USED THE REQUIRE THE REMOVAL.ALTERATION OR ABANDONMENT INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN Scale INCHES. EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT AS NOTED R310.2.2 W INDOW SILL HEIGHT. THE SAME TIME OF ADOPTION OF THIS CODE. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT R503.1:GENERAL. Dale MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE THE SILL -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY 02-05-25 HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS Sheet H CHAPTER THAN THE EXISTING BUILDING ORSTRUCTURE WAS PRIOR TO A 1 THE ALTERATION.