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Home My WebLink About51727-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#: 51727 Date: 03/12/2025 Permission is hereby granted to: Nancy E Stroker 166 Duane St Unit 6A New York, NY 10013 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. Premises Located at: 2355 Reeve Rd, Mattituck, NY 11952 SCTM# 100.4-43 Pursuant to application dated 02/04/2025 and approved by the Building Inspector. To expire on 03/12/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $2,405.38 CO-RESIDENTIAL $100.00 Total S2,505.38 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 nygov sr Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use Only PERMIT No. P Building Inspector: 77 777, Appljcationselpoqfoe,rns rnust be flllpd out in theft entirety In�omplei e applica Ions tiiiill not be accepted Where the Apphcani is no>rttle oWhet an P r Otiimer's'Authorizatfo 1 be sornpleted Date:01/31/25 OWNERS)OF PROPERTY: Name:Nancy Stroker SCTM# 1000-100-01-43 Project Address:50 Harbor View Avenue, Matittuck Phone#:917-767-4619 Email:nestroker@gmail.com Mailing Address:50 Harbor View Avenue, Mattituck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: , Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION r; ❑New Structure RAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $700,000 [will�Iot re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 w ON PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property: Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Conforming this property? []Yes1l No IF YES,PROVIDE A COPY. ±; ` r The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. ( ? �� Application Submitted By(print name): � '�� ®Authorized Agent ❑Owner Signature of Applicant: Date: 01/31/25 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) being duly sworn,deposes and says that(s)he is the applicant (Name of individua�iigg�� ve named, (S)he is the Con( t ctor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public (Where the applicant is not the owner) Nancy Stroker residing at 50 Harbor View Avenue Mattituck do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. 31 2 5 wnees Signature ) Date Nang E . Siolu/ P int Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project STROKER RESIDENCE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Project SubType: None Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 50 HARBOR VIEW AVENUE Anthony Portillo Anthony Portillo MATTITUCK, NY 11952 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance comp iianc path in REScheck.Each slab-on-grade assen ably in the specified climate zone must meet the rninimurn energy code insulation R.-value andl depth recpuirernents. Erlvel� e � se li Prop.Gross Area Cavity Cont. Prop. Req. Assembly or UA Perimeter Ceiling: Cathedral Ceiling 1,762 49.0 0.0 0.022 0.026 39 46 WEST Wall:Wood Frame, 16" o.c. 757 21.0 0.0 0.057 0.060 39 41 Orientation: Left side Window: Vinyl Frame SHGC: 0.40 79 0.300 0.320 24 25 Orientation: Left side SOUTH Wall: Wood Frame, 16" o.c. 1,114 21.0 0.0 0.057 0.060 49 52 Orientation: Front Door: Solid Door(under 50%glazing) 55 0.300 0.320 17 18 Orientation: Front Project Title: STROKER RESIDENCE Report date: 01/31/25 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 1:Vinyl Frame SHGC: 0.40 196 0.300 0.320 59 63 Orientation: Front EAST Wall:Wood Frame, 16" o.c. 672 21.0 0.0 0.057 0.060 25 27 Orientation: Right side Door 1: Solid Door(under 50% glazing) 216 0.300 0.320 65 69 Orientation: Right side Window 2:Vinyl Frame SHGC: 0.40 12 0.300 0.320 4 4 Orientation: Right side NORTH Wall: Wood Frame, 16" o.c. 949 21.0 0.0 0.057 0.060 35 37 Orientation: Back Door 2: Solid Door(under 50% glazing) 89 0.300 0.320 27 28 Orientation: Back Window 3:Vinyl Frame SHGC: 0.40 243 0.300 0.320 73 78 Orientation: Back Floor: All-Wood Joist/Truss 400 30.0 0.0 0.033 0.047 13 19 Basement Wall: Solid Concrete or Masonry Orientation: Unspecified Wall height: 8.0' 1,443 15.0 0.0 0.053 0.059 76 85 Depth below grade: 7.5' Insulation depth: 8.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck"Version 'REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.. Name-Title Signature Date Project Title: STROKER RESIDENCE Report date: 01/31/25 Data filename: Page 2 of 2 2018 IECC Er gy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating ' Window 0.30 0.40 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date, Comments " Russell 5jF 0>]R M WA\,T1E1K Scott A. R SUPERVISOR M[A A\\.G]E MEIN SOUTHOLD TOWN HALL-P.O.Box 1179 G Town o f Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 J CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO m^BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) Architecture Date: 01/31/25 NAME �... .._� u a s+,aau Contact Info na ', tt: PO Box 152, Mattituck, N.Y. 11952 . �.-\-Iai1 3 T"elephrme�umhui 631-603-9092 LoLerty Address / Location of Construction Site: S.C.T. #. t 000 50 Harbor View Avenue, Mattituck, NY 11952 District 100 01 43 _�...-�.. -.. 'Se cnon Block Lo�- . ..... TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — Area of Disturbance is less than 1 Acre. No LLD.E.S, Permit is Re aired - Project does Not Discharge to Waters of the State. No M P D.E.S.1Pet`a�it is Ifni"tired ' Area of Disturbance is Greater than 1 Acre & stol r� �" °tt.� f��tti�'�°:�II Da�`"el��r` � Direct 4� to Waters of the State of Ne�,v York. 'THE APPLICANT' MUST OBTAIN' aS..P C ,E-' DIRECTLY Fttt t N.Y . DEC�� Prlot t("r 1.55Lance4�I a Buildin PermR. Area of Disturbance ,s Greater than 1 Arre R. Sto m vvAter Runorf Flr. vs Through Southnld 4 Town's MS f Systems to Watei s of the State of Ne\N, York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. pe,-l•t°iit tl jar h tlw� Southold Towti't Encinet�nri C� artrrenll Prior to Issuance of a Building Permit Date Reviewed Bv: FnRU = 1 vMrG-Tne C),1 - ?nin r,,bv e c Rlq "q i N x nr a+A.a"Y wmnke»>e t«vrwa xwem.roWg%.mnmrv.:+aeelne« m.. rt DWELLING w/PRIVATE WEL Aga y A,ors ALAIaATarztaa ER m OA Ill y A 4 C!N5,3D t r[ /A OW15 ro pr to c r+Pl tbn,tM w P Ue us«nm CM4Re'IJo 4mPo0"F a mmu / o- tm a emrm°t ero mru+re°e eor an eves letdn mm::p +r m[ '°.,+"'g a +, I ,.'°es".;�':ha"C%i'on,wuB 3%t'C PLAN uYn-N t'w� Q mpe p SLND lane m ey%F'cp'w'�m:rmsa+rr"araawdm P'm'm' m'Pt L'nw.^armX W'h slnl be �I. 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FL',3'',tlN"AL..'PFC.SC YSTE'ICCM°�V5'.'N,6 '9'bvwnmoVeXm'nw mWm.lwT.m mX T awo.V.IWA owT+y mxak emW^m+•M o..There Na t"°n+av mum«tent or deptr oc°,.rlm ovt e[overt R 40 GONFOR Ih6 [ „„tl 4 � ,gmeptq q„md!A GM'*W. amn4m swp¢..ur+.evcp prpTpwr a cyst on of a«r+clna, ZONING DISTRIC / G{Y •-) O ,�wrw.,srn n^rr.+'h...r^nw._.^w"/fY 1 a 'Ma^+.e Mdv lnm. ✓+et*^Nei.YaN'^rygrd. 'M�'"m^p P7e peroo-° a+pl ro �: / Pr, r f ,�I ��I I. '�Q is 'ml I¢ whoa AKne a «m war. r v+m+>•timm^',[gN°We..w11 A Vx lmuwA.+eG RW,mT,'aI z+anprpFnm ta pm yasY' p4a*'«'''iWr°"s"n'nPN^.a' m'XfNa+++apM»t;a or aG.r.pc`tic1R+w«,a:-r+�r ', tom. h 4c a M1ekm mab+la sh4sa9lls"mb e ,: I1 ff G %_OT U DESCRIPTIONFoo COVERAGE IN y, atwm"mmbasnm!s A.msLtl pw^ Lm O'+NA M^ra+« i "iM aalp NmE'•I mm - p q,.A rrmN Y'WM-1 A w � / Iww+l"xYd'.sCm. r Tm w-av+come+%,beam um P tlw uap�, Pmae aau emu^tlne A 'gym:met Y nP,R C MI'^DtiE"hT'°y N E w, IeN1E fT e",�°14 r x t aqr tvay to ""•d mrp° x 0 G'nw k f•r ° TOTAL_OT AREA BT,TH6 5 F „„:.^ Hlu O'nspA,14E TO ti IMa PANE .. EXIST,rvO q Q WVa�qon MAA 4F.+•a'S em• eeptc tort for pretreatment 4a duvy.me+w an:m am4 ''I• opmaaT pem'aw % y' �.�.m.50 SETBACK SON WELL r�,.r,V. �,,.^ g'nCma m»^ '«m:dro ad n accordance w N xct om S-m A rtM ew a N'na spun'"Pawn x'S`ak Gs .0 2P90 5 F B2% E%15T.im1 A:fN yrr I mm.".IT...-dSLL,,.ry L 'A �«u% -- ---«.,, y. F" rylJ�/ mmam„ & e e'rvd ai@*YyiM1.iYn+J Imp"'+uau: CXIS-N6 2 STORY DVL-LLIN� LINK d"'L"i':s:fie y g.1,n e»otnerwbe spec'eo,theeocM1 ng ewcWre/system tM[ 2 Toe wme of aw I/A OW15 orM=rw der vary EXI5-N6 TENNIS COURT EX15 VD tt r'n 'Vp T I SO 5 F.. tl� ^-^I1 lollewe m I/A OW5 cool be des oroe n acoreorce IN xct'or t ed on tln oW o!tb p rc d o pnoro WW s-101 and 5 II dh enMo-° ntact r+ o! arm 100 5�. O I% r EXIs-NG SHED - �,� 1 y CXXnrT W_LL e wnras �""'w„ .x X" 9i+ r'•':Y��n �w v u.AQ e'I«A dn'!h mti•>-sna he,X %4t Isms ahYlm: g nas:n+w ymw^M p nay y' wmmewgae 1 O%ram, wWp 1 Ilx" mp'nq. •bn5a mti"uM ,xaa«apwvn j°Pm1 gxppmtlm bpflmmaa '"w. rw.[om'm.SiVnA� ''p EXI5-IN-GROUND SWINMING POOL 881 S.F, -+.„'•^•^w•tl" am'ury ana kkfl4aM.Cwwe.y ItMol mm Dann ,.ty.(,.4e.errmaM „,e%d.cs,: m 1Mp Imewan mpe mmn amp.w�h yp.:,P»•var m,mim"p'Iw¢,a1an"en.:help 4 n GAT ON u p n'S %mse.a 02% I \ mm ° .-..M ,.,..»..... 8 4N rvq 'N4 A t•V1V POOL SURROUND. '(� i W pmm msm¢aya+aul W.W p p4MEk zlawe•^a IdA«m EXIST.LA6ANA(ALL SIDES OP=N) 19B SP „ V 6 {J as%pt.yrmmo.A,a mx*: m cnuray,mWYdrn drsMr p'a mmsn+.rm n u �i4 rortobe he got ler PROPOSED DNELLING ADD TION H91 5F. �@ a+a5'IRRI aXAxp" .�`'U 2�35 5F cram W Nm NYYN:ry,^aM"led F a IFpngl 1 cod zene re 6Y ,w ex dpn S T1n P w p Xpd°tom + iwdealmAnmm w✓,n Mm S^ !kr nr, occeae w occ°repnce wtn Fxpaev mre aana.gercy MwngemcM Agercy I WCmG F 1� ��„e pw'�Xrf '�^tl {7t11u w ��•,• 'MA, IAY, � ,;w ePW to ..,,, .. I O% �� 7� TtiiL" and okw w%AalamaM 'k w*'^"yy lmm'rig..pm asagr+rtnmFe by COVERED 3415F, � e " 1� W VA KNwT'y ml Awvm:.e^b=d p,m asb m aadNar °,tlW«1pd"+b aWA N ruwad'Wkpnel i+wmtl.wH.wd wmnuW:n:bwnme« DOSED REAR��•.. tl� .,L AwE'T mW ^ �� M� I � I IX ^ Ip' ADO, Aamms:wntimnl 14p u9lprow'aLncraap, 505 SF. 39% r. ' �„ NIV� DWELL NO '•,,"'"""""' -• •,,,..,J PROPOSED DECK „ r I e X EXIST b.Garbage grwdem ana w.w peon bee eM1an m I/A DL'r1r la T AllynglyNr:.grWl¢M.n!r'wg w,Y mm mK µn.'RFa ih, 4 ^I a DRAIA UkY.,.,m"1 uullzee oe neon o'eewoge dbem aamsw,"n mxas rm w+p✓plrt+p `•M+g+'p ge m aM namme-sa TOTAL AREA OF ALL 5TRIX1AZ5 12,189 SF.. EXIST. µ.- � w/PJB IC T,.Wa°Te em%N gr .,m w MAXIMJM LOT COVERAGE ALLOWED:20% Ex Sr�y t NSROUND 9 MC.'AeA.,POSTS, ',.•' Y,ny, up am4nmr �A d.TWw%fwtia / De .mmsa+nawam»�ea»«m�m pan eon.Id,m maAwm'cmd to eu mp rim ry "g ^.^�%tya%em � I a x+4n yymmw aNwv ma b` m.,ens flu mccarmwP b-o'ner.n,mn oral marerrg., xry m a:w wTcr aan.rww erra< yi. wa: ro D -,'."".M1 =ooL I I oNA.. a.sd„sCS, 1 Dapavnenb rcno-«a m+x nN mrxxl¢ ka eX r rn bn��v eX u� ""�""��...�„-ucrn9'ueaEw Iw.a1a3^ kTk.`.REMOVED N q '; N a./A OWTS torte»aepotic:or+ke eho be wotert got andamxarrm 4Aa q mtlw Np"^n mmyr"im:p;a^w evp XYwr•1rA,eenr � E"' > � oroWctee of nand ar drab�meter°e tMc ore rot,1roJect a ¢aveamm yu)aNn Olnn,ayrmem t II DOD MAP DATA. p'r W t'qp, c n - TEST HO E DATA +l t Q r+ / exc won o-dace. MAa s,36103G0143N MCDONAID 6EOSERVICES {FXIST OM OF m Op W w.,.q tlea"wm r.p1p watertgtt.Tore me9 or alter prey e a o g W¢ FLOOD ZONE,x F O'K'G✓«d ,vas Nip ytanf etlm.a trier vauwn team to tAymspgy Ipm^em m pspr^mu 9vmn, MAC DATE 09/25/2[J09 eO3 25H w/ RC �j EXIST'TC*Be ..,,, ,,,,^••• Nlu I ""'.". ."" tl °� Y' W m aenia[enk pa 8wtwr« P Q tb ayavm^n twnmg;e. 'YMUC Tt�TONN OF MCpGE)T&S-S LGOM I 5 RnIJ^°dYW�"LTtl n V " o p to roar DWELLING dpmP r f oo[a D NY I19TI aay. pewmm 4pa :.we .mW.m J xryxply°v uam y N,�,kTd7, Ny Aa.ED A"1REGa'AR*'P.T .,.,„„... :� . 1 T1 n wMNWM vC hW«w MY}WMed Il 9p6o �p . u, ° iWlc-w'*^W M.vm ems.a,w,w w,e.Wnn.. uvrv�mt�wpm�w�,w�r% 9ma. WPwe SOVTHO�.. SOhIIDL X n• j"mvn,..,y I r•� p):� I. Ve�QG'AC�M1�ShNh. F.Cm".efllll k¢wx A,+M wmCM tb'aw9W't Mrv'm✓'C 2 Menem Ie¢'wroal eMrb de of the/q Vr"YMYd td"k than_r 2 SURFACE ACE NCT R5 OR WETLA. OA W Ib OL DARK BROWr LOAM ^ +.J�A �,. H /�' ,,, rbI✓^y. � Jj {F + Y lace)ad Placed 3 SURFACE WATE i F akn nwt+sm d%iQ.&+N .^4 imNnb mw5u 4+,m tm,nwua W evert on d f exo...ynbmrw.'v"wrg Ieve°eoedproo! LOCATED WITHIN 300 _ sop Z%^+d✓ s we"'R..e Lmi Dpp boa•, G H enc Pa p nIP :^••"'x...•`-'""""• ".„b .„y YY N r"yMT` PROP..2 STOR•'nu7C,Y`.LCFPk ABOVE m maawn:TM oeure corer 4 a VATION5 REFERENCE NAVO 19HB BROhW 5 LT 10 hV^+ " ( r mYpi 11G+pwa acevt pW o g q M f oee trace mot be acceeeble we aarvbeable DROP MIN PROP ND DECK °"^T„ ,r"" � EIMt9C;'iVG"i(r+/3RD GIllAR a,.1Xyy,. n nmla No^van OF.-1'ww yn rtrvN [c+P "�ub P'mpa a +J,D'. 1 0A Mp12 ML wmumm^w^4mm Ka qre.md"a+«rpm)«na»"4•rwm+4mnap^5. tram acceea a „-- ,.r N $TA.�"L,tl 11PON SLAB ON EA2ADC 5$ penaga 5.ANY VISIBLE Y$LL5 W0s0k_`•'D WITHIN 150' -".. B STAIRS w P"'" .. _ ....p 4a h :1,9:.amgtlW um'N.✓+a"++-" 4 w swp 1 pr u z u ?:ddXs Nwul w oM1xermm 9n lemeum ea%N^ :Noat tree OF S.F3JEGT N+'+IA,'Otl^";'.R"f"9'A,u'V m ARE m -STORY PROP. -STOR' 2 ae✓ , d 4YUDe 4ri aa:dmxrr my,Qau" am 1leate 51T_PLAN EXIST Yx'9 �"t w ADDITION w/ ADDIT ON w/ "-N'X - mmN' ury V,. f ope^,ng rta wm^w ly np.,waumd I+Y J.9mmc:T1u �.. y ' amY"M'InNwe,'s:sp tort:nor,sw namn exalt we pNm Us.>..W d.w: a'..wr . .., 6AeCMEM I ` m o y tM X 6 ALL ON Y_x��WIT41V I50'OF PROPOSED s T1 DI o•rat observe J+e axo tame tow 5AN"iFi?kY X AM".^M LTILIZE FUBLIL WATER Ru4 A r X�ST.2-5^ N O ..�.. DEPICTID 1 _ paremen[aw eA P°r° °»q' L- _ a rorma P mg cyc° Crp X. - ELL N A'."YIYID USI 1-XtlPn wrvsnadm p"•m9mrowmoaaaa eppfl 'fA«"1 em,w w nro T�^,i'""D'SEPR yY7CTEd+^ .1'Y pr YN'E"�: k I hO.92 DWELL NO A6;CpuHT. PROP..DRIVEWAY PAL I)RDI'N PROP Ay1i .n AY,�..,, ' � '}.,,, ••,,,, ••••• kdp+nWa"mmM An',. N M1'mn 9xpratr:x�mw .NNm'+ia'.:a^twmmrm buwaPema:o++«pn teas txadrre,'orce mom f ttmge w111 to made FO AMOIy'41R:15,wdV'.m,,;.L A,N'Y k•'KI5'WYNG Sp w/EASEMENT n fxgamaAxx,V APWr+Gm+%nrtTrol9" :IXM+eI% 'eM wtmL'm flmpti++4 p✓mg P' P"a RWp4.",E's TPk^'P'lA1wLW:m.'Mtl'C dSrE'W1 F1,E SAND -„--. ••,'••^••• .. AVOW 3d^'TYF'3"'I '� vn•,` T'brwa•.A^«1a^'.u:N ^xs'4'"au+S aMy.ar,>P%eap'm rrv*W m*d✓�rpepnwa C47M1MPaMualu't"H 1+ArY pSEL At7••',.1'.1°,y,T'"-,O" E7 REPLACE EXIe-1 y (6 BEDROOMS) s 4 w CONDENSERS Y"-NY ,,,ar$+ riAAT AL&"1X.1C"J.d1R!}'P''MJ.skflMs+:^y+-EAG'na�"k - F I 2^S fMA�RIAL T0J) n9tleG' tlwx d fmrtmeda mTwn'Vzplrm,mp kAn.,"":. ate,'CATI.,N R n"w �w,. a„s✓;iY x � awvamt wcw wm «t y m"d py r,' .M'a�XraaA ..mm........._-.. �, A 6ARA6Eo i.^.� �.., taarw mdM1uyms+,+n:w*. EaVs�,s'i'4rV$TW�{QN INSPECTION f'aEC�UIREG ARCH ACT'F RELOCATION OR mmrt. uE.rSA d. R "1 M,""„ ,s+•",„,ukn °I -.„, .. �wq•,''-"„ ....�w„.......,---„-...-�•• R,EOIiIEVTATIOV Or COMPONENTS 4a 5 MIN Y q W H Ip-'RO.� 'T' &.T:an "urmu quau Cp umw: n m°°+or'fu k':nriwr w,"p ww T F ¢EOV1REp.. ` BJ¢IEp p APm mm wa s «mewl w w :'=X �m FOR SANITARY SYSTEM �" . y - ANK To f �� iA'sWn+ECrwXrc¢aw*r«d W*'^+«*w`"4'n"' PROP LOVERED MG'RaL `'^ k..1.d.. Arva 4w py4Tes W S t w N oiL r STROKER All w,.'ovmmnt., raaceeaecovenens reset a,cppad By HEALTFi DEPARTMENT 5,zX0 OP'aR'.J'aov-P�`"Ni �g n"...g9,....�rl "'. ,. BEREMwEp N W A V E G R E S T I—p! p,p= ..per egvee loot feel, ,aYT1^L"M°,aMXm�t.4 BE QS"A «'4[7 ...._. m...... ,_..-,:. '4 S b : �"'" .I.,"+ti, "'OV r X:. 5 W ..0 m^4n0'me^R.N^; .,n..•r "„.,�„w m W LANE SEPTIC _. ... s.Precast earcrete cwrie ow r W.m+a¢.perm[led on puNL'Xf4^.C-W:/«�' t n(�±• E%1ST ��yt,w,lNJ{y,. namcorcrete tanks un ne other.ae mpLu*yams,by Me mmu•ocwer 'O T 5 HEIGHTS' t��''yyyy mmm�• LOT 5 ( " u .V f. POST ~tiF � �, broms'aXaat p:w vA eN +ampn'.m%snore w:ns u�rs rY, rauc...:' rau.cbnax't ¢t:by.�rare nlr NO Bea::'. _ yyJ »'' „n p Y„y^'�"wAu'anR�+x -+a` �' 50 HARBOR VIEW AVENUE .,nlrum L fi'.[:. Ill G 126ficaP FILET IN THE JAM^'PN",N'IO''Vi CLERK O Ap I r, nrmn g^awmNren".w'p4mx,m.lk++rc,P'p m J' T � 'U p u m a^r' to✓ugclon c�pp0 N a.Fm.datl'TYXX A?,21 9BB qw ,Tn Gdda'mg,avvs a Yam worse L e ral YI'%e+ f v I'tla V5 e^n �,., y't'y aAV 4 � ma Ina. 'N wrn,rax tl« �� nmm.rn �'^ r�" y'%'IWD,l1"r+�a'• MATTITUCK N Y 11952 _. ..pee. m»Wtr.,n+rw W skm wn eN«m nM 4e+^ plu Ul 41fYAfINQI Pi T>ff FOLLOW'NG LOTS wITH V ISO OF TM' n r ^^,„•^^ pmb aha Mm reea w-iM mdkmfv+yp[aw, At,Avi exmm Nmyr.bm r ur,G,..-.,.:�� IEEE ,remm:u awn vo^oo :, I/TIuzE PIIOLIC WATER A5 PER SCh : Lie-9ROwa ^ mu,v •'•� nr p J. A '„ e'mvn'".rt I} A lill W d r bpp'[ra1^vude,«m^im,"r rton4ptS,"+vi+w}m*p6Au%: p%::.Iv109U'IVMY�Y OyY wfl M thl,`exisilit us'apnitall' tee rl iust IIE III r1NE SAtm r �4" ( "fin ape a by ere mm1«r'caa.a.wr o-timp+m,ea my ems aalaw'7e..n*m. Y .,., T mx a atlwdl b,RnG Mme � ig^ CIE cenfomlence with the Departments requirements 5G,'�•1000-100 10 Yn ��ti 1 x I �' ^ '� -mm sc1�°I000-IDo-1-II �LEPI K d Np.Lr"^ 1 NOTES + EXIST„B.RIED M1 - p _ P.r.C,L"lnkur� &, a mom ammmxAa d p acm etetl form W WAfl-084 as proof sL1,l 4l00o Ioo-I I2 " p�LL ^ mr5ubmit completed .,.,...mm SC7M-100o Too 3 � a'x ar-...- r, ,„ ^ n TEST In I n SITE INFORMATION aw front mnzV+oe N a pq! 5rt Pw'mm S n v mn[ mr t o to,ve)aw�rmn r ra°n.arv+mr y 5"_M•I000-Ioo-3-a 1�,. .-.1"'✓'. 63s5' 'v II SITE PLAN N maum yp-'1tg gp-v�ga g}-r {pg�,T T (qq ®/-yggg(p�(y yp �av,, ^�.,� p ppgum�:mswPPa m kaa> m* t empty se .tl.UJS®..A.LrIL.sJ.H.AnO A/1 X.0 e T A lP SG API000-I00-3-9 u'C,'nn"Ku'�Yip fAailLw'OMTCdW ° '4.�'�„, ,...,f'•.•� ..,. "TA e1000 100-3 10 5 EvKJ» RCa .., i .Mw"'. , tl V „„.., .,._,.........,.m_-......-.._.. Pmx ' 'FO h... GO<JNTY HEAILTH DEP.� VVV + , -...,w.�,�� ^ i O-LL NO Pue_10 H PZEFERENvr' NO: VA 12 �.._ _„ E T E � wd E44uxRcG MET � ' � 9 erG'sR LTrLt"rY"TmNC.t'! ry SUFFOLK COUNTY DEPARTMENTF HEALTH SERVICES EXIST � ATE U�oa�za i .. m OF Z ^--A MrcNVMt,dM Is7 mm.'e'PrARAWIr,IOM I✓y.rW.,LT,T'Rm' ®M.irvEy Ya ENYlNZ". } •,,,f...•. +' a LANDSGAPED� r PERMIT FCPFt APPROVAL OF CONSTRUCTION FOR A " ID m POIN AREA - w+ATQZM6 SE RV 1C. tl�uNE.w.^a':E�uV 1'Y M,C+w. r"raFr JI px7CrGYC:4'YI' ww : I i*,X r.1,17 aV ...p�, ...._�..m,... SINGLE FAMILY RESIDENCE ONLY � O�X E,Or�R JyP hNAW:A � tl r�a�.IRV LC LINZ,4!.'L P"'EG'.Ptl1 -"w,E " Awe.;V A" / WY':7R"'MdT M+x:I:w'm.S AND 7W-C tl"'A:.:',.Po+1tRh'OANOM Wa Lcb +.�.. �� w �✓nr• \„� A M N M.w.a a".rEPAAkn44!fi.o5u�Yxm �.3N .Aw M N.hp,wa dam'ECr'Al2All'tpN�wy'.OI}rR:D'R'dCTbn^,CXk gytT,M'FE"„L.S AWD' �M� '' I� J- t9la:'dr"Ni XT1C:L.Y'WNflr5. k - ` .44 AN x A M!PII 4M S V'BWTZ A,;,,6aN^ARAT O>n ag REz'x,AxL°.btl"9'Tb'4"EN rH°�'. W"O,OP p@W,,CLL'S�n'Corp"prpp±zwE;„'aT E":%M""LC'Fl^"J i'XR!'Y1"'XrLa'S G. ---..,-w-, -" "»"•�,•�p „r ,VyyI •C'm _ 12/27/2024 R-24-1803 ATE H.V. �E YOw+xSI AL rn%LpAVIis ToNZAR awAL tom,.wQwL�ua�,�ATdh.lA'GO1.TRU'TION DOGJMEATS APPROVED . y,m..�A,,yoD AILOIN ,..,._.,.m, ,_-,_ ta!axe.D;+.; »i.�»r n � .. _. ... wCXm.Xn 1�A� ".,e,.�✓"""'"`• , kN .. ,_.m ....._..m A 4fi RtiL"A OR IhAU0 F 6 BEDROOMS 'A � � �, - � A V E N �RNAPar+ w�a� �� .,, TCJ'✓AL 15•^P'Ertda'Iy' RO6a1""uspx�RACGE a mC 5m �'a✓ , Y"n � EX ST m�A^ 3a1 .P,m 2'°RAI+rPA'...-Evlr:rnT«6C ,�,.E'aeM 411�,�,,;R. „,„.. .,, ,... .. ..�„��yy ....,._....................._...:...,,._....:.......�_..,::.;.. . M`u EXPIRES THREE YEARS FROM CRATE OF APPROVALSITE PLAN DRi aROV,DES 4222 IsF.PER FT OF DEa H (I)8'm X 14'DEEP D.W:PROPOSav• ._..... .- �..i a ELEG-R GA_ SERVICE o TO FUJIGLEAN - w y w � ALARM/CONTROL PA\=L 100 Y I J m 101 I < a I a: E m 0 102 I r C N Z O I03 iln r a L2 Y v (Np am o��zcn c�swr�c E c zrWh` i X 's3104 gym,O105 cAIN ELECTRICAL l06ANEL m Nw l o SEA ARC A � M .. A 107 TEST,KnVL sam¢ i ......BEAKER 108 a r WN' � MAIN B�_ 109 coon aar�m 4 q 151 110 Ann 152 �--� V �� ]®-r.laI E I■M imI �ID..zo_I ru 111 N 153 mre A r 112 r 154 Q 4-jU m 113 I 7914 rsrz in 156 v I 1 9 I + li 11s 156 1 1 ° I PROTECTION, U c 114 a Rls 157 N l R V I I I BEMAN9t Ari''ONO T AND 6�C R1 11 PROTE ON 116 riml 158 1 N L ;- OF INCOMIING TEEEEM CR T PROVp1EEY 1I1 OTi Rya q L D� 1D 1 I I AND MUST I BESIIACE1101'T1yAC 7 PUMP/M07OR Q 159 - - 1IB 0 _: __: ---- T I 160 1119 I ❑ E:2m TV 161 162 d 121 clowi 163 DEDICATED,20 AM' 1122 164 1 rgwpwk A I 51NOLE-PHASE f:IROU T BR=AKER 165 eCrarnCNl 12, 166 mum CDIPO m(woomm 1 Po BY ONE 125 167 & AND MIST HE IIL 5 q 126 168 1 127 ces! ' -- FSM Tin -- ------1 r--- ra' 169 a sT7 is 126 I 170 ��.� � c��w� �7 TEMPERATURE RATING ff FIELD INSTALLED CRmUCTQtS MIST BE AT LEAST 140 DEG F: 171 ^ (60 DEG C.). TERMIWIL STRIPS AND F>RGIID LUG USE CAPER CONDUCTORS ONLY. T ,. y mm 1� M �I I DASHED LINES EARTH f,RMDiU NG SECTION qpp 132 # 173 ENT FIELD WRING FIELD VIRI,.._ � _ ...._ -....V ury „,r, ... nae 172 LMIIEI:T fittl1l111D SIN PANEL TO 174 » d 133 ImEw . :: AN SINGLE LANE DIAGRAM' — _._ .— .....:.. ._... _ —.m.. :_.... m� — o b FUJICLE 1Am,"'-N- ��.»�,wwo,«a,.wnw -I�4.+•«mrw«du .___...—.....",�,� .�..a.—...n ......�..�........ ._.......�.. ,,,,. .,,...,..a :. •. PLAN VIEW m ^ » V tr MA.'«., I...0. flrAkd'd'A'.'d[LM":.yid'wdM`M%(:+:M•.'S+%4n an."�. .,� �nARXR' a e^m ,BRA a _ W MgA'w � ° PROJECT: Fr I S...,T,,:.:ROK....�E BLO� 1) R AwL$o wa SN FW5 at— r SEPTIC ML LR to _. mm .. 50 HARBOR VIEW AVENUE f - , :mom � i � w N.Y.:cam co e,°a � p(' '� n.... �. ""�. «.,m,.,Hwn,l. ez.«alFl�' o wwRur�LPm•, �,Bm; — a�•rw.,c� `vav�'.� ec"� � .a. MATTITUCK .NY 11952 �wwrdaxarP �, u D L^�W �,.�.. _ { G VW11NCv TTT IW :.. ..... CN N w '� *4A" L "LG 20 ITT. 8 7 N 9DETAGL -'ION Af.VIEW _,�.,.�---..... SECTION BA VIEW 'IM ,,.... w+ '•.wcw _ pc q�` iY[:'wtia4' Ar'lBaxa.c*^5J —..................._......... ._.�.".,....PI SCALE:NTS SVSTE. ."..�.._.-.._.�...—..... sEc1 w ..� WIRING DIAGRAM FIJd.�I'CL.EAN CEN-i I/A CIWTS DETA L M DETAILS ��"...,�....:...,m..�m. �_.............�.......,, ,..�..�.....,�..........:..�................�.e...d. �45 N1¢000I RFDUGnON SYSTEM ..m...._.-.._sca�Lm_.vr5...�.._._.,....,.... V _... APAux .. I/A o J/ 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. „ I wrs sHAL_HAVE A anlMm,•+r-s.rMENT a or-eeo sPo fe BEDRDDMsf uz.,�wa','muaw;n,.~,*arr,�. e%� ..-- PAGE: LP YaffN EXIST.SAID '�--...��—�....,,�—""�" . ;PENCE C E NO. _ ..._ PROPOSED FUJ LLEAN LEYd PItOJIDES TOD 5PD TItEATME`+� APALIx ...••�••mm,.•••..—••••••��,^,.„•••• ��. ..�.�.,._.._...................... .„.�.."...,,..,-........��... ....��_..............._...."......�..,,,._.......,........ �6RAVFL ISP/SWI -- -�---- --..�.� LAYER NOT FRESENT S P-10 2 0 0 2 V5TALL ALL COMPONENTS A5 P42 MAlW.5PEL5 A nSd'Mow^«IbSYG a *Mx 'u-M:OfY+� 3Adt'a F%uW.A�I'SeG w. .. - Mau DISTAuc Eu LD Ne s LPL AssB q BETA. WT5 IS IT A S M DI50A E,�, ... /A MA NTA N A ��.._�..° _..... ....... °.°. :DATE�..._.......� �__.�,�........,._. I EACH 16 POOLS�I) o .. v..A .. °_. L,:u.-.,.:...HtA� F,,. .....m�,,.W.............._........ ' SEE p,""II' """"u FTT dry: A /19p;,h °IIV41p olal9WWy1 EXPANSION 1 LEACH N6 POOLS O 9�LOu5�2ULTED OF PRELA5T REII�ORL2 LONGREfE(OR EGIAU Ip 4 i K Ma 4. A S'AN 64�++U+ :15'"7NT4$N-C r4y{yH„'S9'W8".MAdRCN.P TaRILNNCNeS/md mR.L:N'C�.PJd)BOTTOM OF LEACfln6 PmGdLS tr°+N�.L iYa M«Mw"fA,. esaaa. .«uew nr�cr:ti.axa WAYER iNE SHA6.1.swc•:w,Awvd�And„ .. R L Fo...arotn.,f, .rc ra_ .TPwwtCm�ix dM.L lL" `M rW:r.WN AVD I/A Dw-s+:.dw-:t,ode rHlw+s wrw � IN AL VIM OLT�PW E F IS fCR BEII05 L1Ei B S Q.US:=WRN BI➢L Er:d51011/CCIIIIECTEv rye e 4 d (a'0Er P'RO'P05EP SEPTIC S''t'STEM DETAIL s_ALE:NT5 ._....: CLEAN-OUT DETAIL „�........_.._�.,,,,...�...�,.........�,...�.�........_.--.�.....,.mm....,.,�-.....�.�..,......�--,...... ..�..w..��. SCALE:VT5 • aen we -A&Z IN, 400 05trander Aveme, Rlvarhg,,ad,New York HqOl Lai,631.-T2-T 2503 fox.65J.-T21,:A44 adminegoungengineerIng.com No^or4 K.yovnq,Lima Surveyor .10 Douglas E.Adarlo,fArafe"$Pmal Engineer V&r„Land Surveyor Thomas r_volpvr�,,p�,ofopeional Engineer &�lvt A�VY44: A,- e SITE 1)ATA E 62-05 W ASMALT AREA=2.0153 ACRES -n me T 1Z SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY , 5s•se ON MAY 27,1988 AS FILE NO.8532. 'lop 0, S VERTICAL DATUM NAVb(1988) k�A4 J4t a. % MIX Lot 5 Subdivision- "Oregon Heights" 4to ex N ca sr. X_ \J� 00 D, SURVEYOR'S CERTIFICATION Nr Zo's $ $ WE HEREBY CERTIFY TO NAN Cy E. STRO KER THAT THIS SURVEY I WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND \W6 SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCTAIWIr PROFESSIONAL LAND SURVEYORS. w let) IV IX", Y04, AD (K -rw= "2 p/ A b W YOU"*4 W RD OW 0 1 Y, L tw EPLA� v I�A -NUNS N U,A VIE R.4�,V L SS 'KI. SURVEY FOR NANCY E. STROKER r.r -0, $\ 41. LOT 5"OREGON HEIGHTS" 01� At Mattituck,Town of Southold 1v 1 %1 IL 6 67 45 Suffolk County,New York AS ....... CERTIFIED SURVEY LEGEND 4 N1 1�1_rl N 131—k 01 got 43 County Tax Map Dist,ict 1000 S�Uan 100 CE CELLAR ENTRANCE wiuottW�AmseAn FIELD SURVEY COMPLETED OCT.21,2024 CLF CHAIN LINK FENCE MAPPREPAPED OCT.22,2024 CMF CONCRETE MONUMENT FOUND cms =CONCRETE MONUMENT SET Record of Revisions EOP EDGE OF PAVEMENT DATE IPF =IRON PIPE FOUND 51ON URVEY—_ ON PROPERTY LINE LebAlFS -NO"_2aZd OL .......��O�"5.20m ROOF OVER WELL—. RO ON WbF WOOD FENCE ...... WSF =WOOD STAKE FOUND qO Nlc� ........ W ss WOOD STAKE SET 4 01 WV =WATER VALVE =UTILITY POLE FIRE HYDRANT LIGHT POLE 120 40 0 20 40 8!0 — END OF DIRECTION/DISTANCE 2 WELL Scale:I" 40' GAS MARK-OUT _E ELECTRIC MARK-OUT '40�Z$ JOB NO.2024-0153 1 OF I TELEPHONE MARK-OUT DWG,200L0006_j= =SANITARY MARK-OUT 5 7o?y 1 . NOTES $ SFEC,I F I CATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I ONS /�O__/,� IT 15 THE GONTRAcroR'S RESPONSIBILITY TO KEEP THIS GONSTfwcrloN DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 b BETTER(Fb = 515) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIF" ALL DIMENSIONS OF EXISTIN6 FOUNDATION AS IT 1 A5s:�O�- T05ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF d 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELIN6, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L ';BLDG. BUILDING K KIPS (1000 LBS) Lu 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 C0 Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEICHT5 WITH THE EXISTIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS Lu f>3 APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.D. BOTTOM OF MAX. MAXIMUM m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED +-� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTIN6 Q _ N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL �C Lo PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. = 0 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O FLOORS ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 b. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. = -0 RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I� TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 4-J � >: � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, .- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY L- z U OF THE OWNER/BUILDER .O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. O O N 0 COL. COLUMN NYC BG NEW YORK CITY BUILDIN6 CODE .F � �I INGLUDIN6 END-JOINTED AND EDGE-GLUE D LUMBER, SHALL BE IDENTIFIED 0_ Lf)7. ALL BEAM5, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED *- 0 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GONT. CONTINUOUS O.G. ON CENTER � SHALL BE CLARIFIED WITH THE ARCHITECT/EN&INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. O X O N WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY 0 0 O 4- 0 CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. m 4-J r- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE a-J 0 4J L0 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION 11 O.H. OVERHANG O N 0 O UNLESS APPROVED BY THE ARGHITEGT/ENCINEER. DAYS OF 4p00 P.S.I.,U.O.N. QVo- d O 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION 7. FORE THE START R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS P. GONG. 11 POURED CONCRETE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILIN6 REQUIREMENTS WHEN APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PL. PLATE q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOI5T5 SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, To BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHIIN6 AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILIN6 AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. L_ DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Ri 1 RISER �J PERMISSION FROM THE ARCHITE70 CT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF : FROM FOOTING TO 2 ABOVE FINISH GRADE. U . _ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM V5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PANS STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS DOCUMEN, THE ^ ` RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS O NO CONCRETE LI MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO R.R. ROOF RAFTER W SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. OF 40 F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT STL. STEEL 4 J W 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED • 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS COVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN AN51/7PI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. f 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL A. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A FOUND. FOUNDATION THK. THICK L AND ORDINANCES. MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK /r 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD,A5TM G37 SPECIFICATION FOR GYPSUM LATH, OR A5TM C7q CONCR11 SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. ETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL \L THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME Tr TREAD COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED n` AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" (D 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARDBOARD OF DEEP E 3'-O" BELOW 6RADE. FRPR. -� FIREPROOF TYP. TYPICAL Q ARCHITECT/11 INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FT6. FOOTING U.O.N. 11 UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 SITE WORK ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR2: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRU15HIN0, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD VERT. VERTICAL ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, H.D. HOLD DOWN V.I.F. VERIFY IN FIELD CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK RECEIVE GLARIFIGATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 GAU5ED IN MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS, FLASHIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEOL16ENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HDR HEADER I WITH ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDIN6 EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE SITE. STOCKPILE ALL EXCAVATED MATERIALS. HNGR 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. WEYERHAEU5ER TRUS JOINT 2.OE MIGROLLAM LVL 4. NEW AND EXI5TINC BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE HOR. HORIZONTAL ZR ZONING RESOLUTION B. 6EORGIA PACIFIC 2.OE G-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDIN6. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I ¢ 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. I NSUL. TI ONNESTRTI ON R�QU I RMNTS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL 5TANDARDS SECTION, THE GOVERNING BUILDING GORE, MECHANICAL CONNECTIONS AUTHORIZATION OF THE ARCHITECT/ENcSINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. COMPONENT VALUE CITATION (PER 2020 NY5ECCC) COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS BY "SIMPSON" MANUFACTURER. 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC MAX.U-VALUE - 0.52 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM G208 STANDARD SPECIFICATION FOR 3. ALL LOADING CAPACITIES - 025 S SHALL MATCH EXACTLY OR EXCEED VALUES FENESTRATION U-VALUE MAX.AIR LEAKAGE - 0.30 GFM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGEGELLULOSIG FIBER INSULATING BOARD. INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL OF THE AIR LEAKAGE = 030 GPM/SF PER R402.4.5 3 TABLE R402.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN LOADING VALUES ARE LES5 THAN WHAT IS SPECIFIED BY "SIMPSON" MIN.R-VALUE - 4a SPECIFICATIONS,UNLESS NOTED OTHERWISE. [CE17LINC7 -VALUE R-4q BATT INSULATION YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. PER TABLE R402.1.2 -CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN6 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 1 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED EXTERIOR(2"xb")WOOD MIEN. ■ 20(CAVITY) HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- I), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL FRAME WALL R-VALUE R-21 BAIT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4S 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. KMIN -VALUE ■ IqGOPYR16HT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. FLOOR R-VALUE R-50 BATT INSULATION TABLE R4o2.1.2 -CLIMATE ZONE 4 YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 25. FOR NEW WALLS, A PERFORATED SH TO TH LL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THIROU6H M 2.2.7. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - I _-] GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, COMPLIANCE STATEMENT: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 6-004. THE FASTENING SCHEDULE 7. VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BY TO THE BEST OF MY KNOHLED6E,BELIEF,AND PROFESSIONAL JJMeMENT,THESE PLANS AND SPECIFICATIONS ARE IN 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4[RE]. v7 CONSTRUCTION;55TD 10-qq AND 2015 5BC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILIN6 FOR THE 5HEATHIN6 (ANY NAILING ARCHITECT f2 CONSTRUCTION HEX BOLTS AND SCREWS (INCH SERIES). SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM E FLOORS, STUDS AND ROOF FRAMIN5 SHALL BE PROVIPED. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS +s: MANU. SPEG.'s). ASME 518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES), BEAM HAN ER ONLY ALON6ER SHALL BE V NG WIT V TOH PE SUBSTITUTED LISTED ABOVE.HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TE:NIN6 DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN CLASS WINDOWS AND DOORS � 'S BE USED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER DIRECTLY TO THE HEATHER S SUBJECT HOT SALT CORROSION IN COASTAL SECURE w m CLEARANCES ARE PRovIDED./ (2) 1/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TABLE R301.-1 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS E 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, 5TRUGTURAL QUALITY, 3. ALL SLIDING GLASS DOCRS, 5KYL16HTS, AND ANY CLASS UNIT INSTALLED o SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GROUND 5NOW LOAD 25 LB5 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 60VERNIN5 BUILDING GORE AND ANY UNLE55 OTHERWISE NOTED. ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 5TRUGTURAL MEMBER BASIC WIND SPEED 130 MPH PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG STANDARD MANUFACTURER'S SPECIFICATIONS. RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER 15 w/ 6" RISE d w/ (2) V0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5SPECIFICATION FOR DRIVEN FAS. NAILS: NAILS SHALL COMPLY ITENERS: NAILS,7SPIKES, AND STAPLES. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE RAFTERS HAVING SLOPES GREATER THEN 3/12 L1150 EXPOSURE CATEGORY 5, STROKER 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 6-003. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS ENERGY CONSERVATION CONSTRUCTION CODE. SEISMIC DESIGN CATE60RY B R E N OVATI 0 N RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INSULATION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 6. PROVIDE FLA5HIN6 PAN5 UNDER ALL SLIDING 6LA55 DOORS, WINDOW5, OR INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. "I. FLOOR FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. FLOORS 8 PLASTERED GEILIN65 L/360 N 4' OF EXTERIOR CORNERS.FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY FOIL TO BE PLACED TOWARD WARM SIDE. 7 3' 16" WITHIN -0"2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. PROVIDE 2" R-10 RI611P FOAM INSULATION FOR EXTERIOR FOUNDATION WOOD50REWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 50 HARBOR VIEW AVENUE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER HALLS FROM b BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY 5. ALL 6LA55 IS TO BE FREE OF 50RATCHES AND IMPERFECTIONS. 6LA55 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK, N.Y. 11952 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOUNDATION WATERPROOFING. PLUMBING ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN CONCRETE/MASONRY I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 AND AT SPACING NOT EXCEEDING 4ON CENTER. - q R-50 FOR FLAT GEILIN65 CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DRAWING TITLE:- 8.25„ R-500 FOR VAULTED AND CATHEDRAL GEILIN65 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, GENERAL NOTES CODES AND REFERENCE STANDARD: - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND ECRE55 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK - 5.25" R-21 FOR FLOORS AND AT BASE OF VERTICAL WA577E PIPES. REQUIREMENTS. ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK GYPSUM WALL BOARD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER 10. WINDOWS IN TUB/5HOWER ENG1_05URE5 AND WITHIN 5TAIRWAY5 SHALL BE STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT FOOT. TEMPERED GLASS. COMPOUND METHOD. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 161EXTE EXTERIOR OLAZIN5 SHALL' BE PROTECTED FROM WINDBORNE DEBRIS. 5TRUGTURAL DESIGN LOADS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 HOOD FRAME 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND GEILIN6, UNLESS DISH WASHER........................... . ION SHALL MEET THE REQUIREMENTS OF THE LARGE CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER ASSOCIATION OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE - KITCHEN SINK........................................2" MISSILE TEST OF A5TM EIgg6 AND ASTM E188b AS MODIFIED BY 2020 NY5 BG PAGE: (AFdPA) AMERIGAN WOOD COUNCIL (AWC). DEEMED APPLICABLE. - LAVATORY...............................................2" SECTION 501.2.1.2.1. 6ARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET USE LIVE LOAD DEAD LOAD - SHOWER/TUB..........................................2" THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEA YORK STATE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS - TOILET........................................................5" AN51/DA5MA 115. PLUMBING CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - LAUNDRY .................................................2" EXTERIOR BALCONIES 40 psf 15 psf _ ® IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING - FLOOR DRAIN..........................................3" 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 2mOO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN a' SHALL DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND THROUGH ROOF. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PASSENGER VEHICLE GARAGES 50 sf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS P CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 7. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN 4 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE DATE: 01 28 25 DRAIN GOOKS AS REQD. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT UNINHABITABLE ATTICS WITHOUT STORAGE DATE: OF 2O ' CONSTRUCTION GORE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. (MAX CLEAR HOT ( 42) 10 psf 15 psf PROTECTION. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ON THE BUILDING. UNINHABITABLE ATTI05 WITH 5TORA6E 20 psf 15 psf ELECTRICAL: ALL OPENINGS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED (MAX CLEAR HOT > 42") I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM WITH BACK FLOW PROTECTION. MECHANICAL, FUEL OAS: HABITABLE A77I05 8 TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf ENERGY CONSERVATION CONSTRUCTION GORE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE HEALTH DEPARTMENT STANDARDS AND REGULATIONS. NYS MECHANICAL GORE AND FUEL OAS CODE ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 sf 15 sf 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON h p I , 11 COMPLETION OF WORK. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, TO CONGEALMENT OF PLUMBING. LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S # CODE. SLEEPING ROOMS 30 psf 15 psf 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12; - GENERALLY, VERIFY OR PROVIDE HARD WIRED 11. NOTGHIN6 AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDIN6 CODE. 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 STAIRS 40 psf 15 5f SMOKE DETECTORS w/BATTERY BACK-UP IN: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL p p NOR ANY POTENTIAL DAMAGE THEREOF. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. A. EACH 5LEEPIN6 ROOM GUARDRAILS AND HANDRAILS 200 psf 15 psf • . V�' 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE 4. SUPPLY 8 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 WATER OL05ET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED AREA IN THE IMMEDIATE VICINITY OF SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 psf THE BEDROOMS (6ENERALLY THE HALLWAY) G. EVERY LEVEL OF DWELLING DUCTS 3"(P 3 GREATER, LOCATED IN ATTIC: R-8 DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 (BASEMENT, FIRST FLOOR, SECOND FLOOR, ETC) DUCTS 3"(P $ GREATER, OTHER PORTION OF BUILDIN6: R-6 *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 3"0, OTHER PORTIONS OF BUILDING: R-4.2 A5GE: 7-I6 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T` f=I GAL NA I L I NO/STRAFF I NO REOU I REMENTS FOR FASTENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T/ SHEAR/ 4 LATERAL Jul N D RESISTANCE NOTE: TH 15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAYBE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-003 FOR 5TRAPPIN6 AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE V4"x 20 GAUGE -- "51MP50IN" EQUIVALENT - 0520 (COILED AND ROUGH OPENING FRAMING REQUIREMENTS) 0 STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J FASTENER SPEC. FASTENER co HOEDOWN ?� HOEDOWN B CONNECTION A 1� A I L I NO O R D ca DESCRIPTION AND QUANTITY SPACING E L0 FOR NEW d EXIST.FOUNDATIONS ROOF I$ CE I L I NO FRAM I NO 70 � AT RAFTER TO RIDGE �� I.DIM'e ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd (.0 ENDWALL CONNECTION: + „„„- COMMON NAIL w/o PREBORED HOLES. L ENDWALL „ "-„' 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PA6E 6-003 PER RAFTER O N Z O (5) 2x FULL (5) 2x FULL CORNER STUD �ry 2.WOOD 15 ASSUMED TO BE D,F,#2 a BTR. IN DRY USE HEIGHT STUD HEIGHT STUD ONNEGTED TO "�� FOR STRAP - 3 8 d* COMMON R.R. 2, SERVICE a CD r CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST C 0 r- CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL G X :3 N TRANSFER SHEAR ° (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL O a-� "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH �� • • • • HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP CD HOLDOWN ANCHOR 0 2-16d COMMON ' • • • • • ' L O m a-J r- 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. ROOF SPANS OF 24 OR GREATER, • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV cu NAILS ® b" O.G. 4 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP C O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE • � C S.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q d G O CORNER P05T CORNER POST `""�. _ END OF STRAP. GJ. TIES �' TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE 'SIMPSON" HDQB '� ~'~~ THE ABOVE A55UMES A RAFTER GRAPHIC BELOW) HOEDOWN ANCHOR ® 5PAGIN6 OF 16" O.G.; FOR 5PACIN65 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING To RAFTER (TOE-NAIL) 2-8d COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A GR 4-I. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END CONNECTION BI 4 52 AT RAFTER TO TOP PLATE TO 5TUD WALL FRAM I NO HOEDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUNO.'s ..„ "� � ° ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. �2 �� TOP PLATE To TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/'7/8"4) THREADED ROD .-''� END OF 5TRAP. U •— .--'" SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY CURRED FOUND.'s • • �� 1 • • '1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ _'SIMPSON" SET(HIGH STRENGTH EPDXY ---� B� • � MAX. NAILING GRID ABOVE UTILIZE • • 5TUD TO 5TUD (FACE-NAIL) 2-16d COMMON 24" O.G. � M ADHESIVE), 6 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE 1 1 1 (HIGH STRENGTH ACRYLIC ADHESIVE) " `"w HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR 70ENAILINO - 5 -it_d COMMON NAILS -•�-- FOR EXIST, /NEW C.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2-16d COMMON PER 5TUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN • w/?/8"cD THREADED ROD CONNECTION "`"- •"."" " • FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� r REQUIREMENTS FOR - -,""" 2-16d COMMON PER FOOT Y� RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOGKINGG (FACE-NAIL) APPLICABLE) FOR .A. PLATE TO STUD ABOVE 8 OR BELOW -il 7 HOEDOWN 'C' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMINO Q FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J0I5T �n1 FOUNDATION ® ONE STORY ONLY um W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT 57UD CORNER STUD ONNEGTED TO BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END .17E TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (5) 2x FULL ,„-^"" . ° BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-16d COMMON HEIGHT STUD „.„-"" • �i2 -.- - TO STUD CONNECTION: 3-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I < ° FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T NAILS ® EA. END OF STRAP JOIST ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-Ibd G M N x ° BELOW - 2 I6 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-16d COMMON PER JOIST NAILS ® e " O. +•••-• BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT a a • �•. ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14 BLLOCOCKING CONNECTION DI s D2 5 PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s -11 UP TO a" RAKE OVERHANG.."„••"•„"'"� HOLDOWN CAST IN PLACE w/7/8"(P THR=ADED ROD „ - .• "" • FOR EXIST. P. GONG. OR NEWLY CURRED FOUNI7.'s AT 5TUD TO FLOOR ASSEMBLY TO S ILL GE I L I NO SHEATH I NO '7/5"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "51MP50N" SET(H16H 5TR1=N5TH EPDXY I/2" MIN. „------ I GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM CORNER_ FOR STRAP - 3 e d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED O ° END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATH 1 NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • 11 FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE Q OR BELOW - w/'7/8",P THREADED ROD e a a 2 I6 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS T' ED6E / 10" FIELD FLOOR CONNECTION w/ # PT4 SIMPSON (OR ---••••• - „•, STRAP w/(5) Z ° Sd NAILS• EA.END NA I L I NO/STRAFF I NO HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES """_ OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHI NO (SUBFLOOR) ALTERNATE USE NOTATION: SIMPSON H2.5A) V A - NUMBER OF 8d NAILS ® EA. END OF STRAPPIN6 (2018 WFGM,TABLE 3.77,P. ISa);WHEN STRAPP 6 CONNECTION E STRUCTURAL PANELS: „„.- „' I or LESS: ad COMMON 6 EDGE / 12 FIELD REQUIRES OVER 14 NAILS, USE SIMPSON 0516 ST'RAPPiNb (OR EQUAL). ��„- „••••-~"""" • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD It - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.235,P. al) C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2018 WFGM, TABLE 3.230, P. 201 „- """-„ ALTERNATE AS PER TABLE 3.23D,P. Z15) - ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO 51LL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM,TABLE 5:7,P. ISa) " FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATES) CONNECTION G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM, TABLE 3.22F,P. 8) a ° . SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2015 WFGM,TABLE 5.22F, P. 2 5) ° a ° °a 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. IDE e a, a a ° G a •a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.6, P. 191) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ""- ° FOR STRAP - -_ 8 d* COMMON NAILS ® EA. S FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH - • as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B "~—�........".. a a : - STROKE R _•• •, �� USED. RENOVATION F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " " FOR EA. PLATE TO STUD ABOVE & OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOPll a _� J6 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, PRE—ENOINEERED ROUGH A B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDR) THE FOLLOWING 516NA6E SHALL BE AFFIXED To THE ELECTRIC METER BOX ATTACHED 50 HARBOR VIEW AVENUE 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, N.Y. 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 1 3 SQL G I NO O TOP i�LAT AUTHORITY HAVING JURISDICTION:GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xi0" HDR (MIN.) U.O.N. 6'-0" 4 I 3 4 I I 4 BRAGINO/STRAPPING DRAWING TITLE: FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � � 8'-0" 6 2 5 5 1 1 5 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKIN6 m 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-0"O.G. To AGHEIVE RAKE O.H. BE "I" "11", "111", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B6G - FOR WIND - EXPOSURES B8G - 10'-0" '7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE' ,4 BUILDING MINIMUM SPLICE THE NY5 BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: bd NAILS EA. END DESIGNATION FOR STRUCTURAL 5-0 OF OF EA. STRAP #4 00, 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-0" 3'-0"/3'-a" Ib'-o" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER 003m00 A1�GHOR BOLT Si=EG 1 F 1 GAT 1 ONS N CONSTRUCTION AS FOLLOWS: F = FLOOR FRAMING, INCLUDING 20-0 4'-0`/5'-0" 20-0 5-o GI RDERS 4 BEAMS BLOCKING 2 BAYS 6"-I2° SPECIFICATION (2015 WFGM TABLES 5.2A 5.2B, P. 15'1-160) 24'-O" 4'-O"/5'-D" 24'-O" 6'-O" BACK® 4-O" o.c. - "R" = ROOF FRAMING CORNER CONDITION 3a FOR ALL STRUCTURES: - "FR" = FLOOR ROOF FRAMING DATE: 01/28/25 3 OF 20 II 5/e"N ANCHOR BOLTS ® 54" O.G. 28-O 52'-0" 6'-O"/`7'-6" 52'-O" 8'-O" iv SECOND FLOOR 36'-O" '1'-O"/8'-a" 36'-O" a'-O" h NOTES: I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE • CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-0" III-Oil ' 1. MIN. '1 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.C. �� 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-61, 50'-O" 13'-O" �I CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE ° TOP TWO COURSES SOLID Sd NAILS EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-O" 60'-O" I6'-o" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/5; „ l Ill FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10-O 14-O 70-O la-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). So'-O" I6-0" 80'-o" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.575 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" 0.0. RED PANTONE WHITE 4. COORDINATE W HOLDOWN LOCATIONS I2'WALL- 15FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL M 15GELLANEOUS FRAM I NO O RAPH I G5 CONT I N0005 BU I LT-UP G I RDERS 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A F I REBL.00-X NO FOR PLATFORM ,WOOD FRAM 1 NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) a TMM pb WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER 0 BLOCKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE S)PPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. uj NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. P J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST (cu cu STUDS STUD B (3)ROWS IOd NAILS a 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-+ N 5U$FLOOR C (2)ROH5 1/2" 4 BOLTS m 12"O.G.STAGGERED; THD-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE .O SOLE PLATE DBL.• ENDS \ BUILT IE GIRDER P MAX.32" NAILING: PLATE SERVE AS FIRESTOPPIN6. O b7 50LE PLATE D (2)ROHS In" 0 BOLTS m Ib"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FO JOIST SERVES AS FIRESTOPPINGR PLATFORM FRAME CONSTRUCTION: THE DOUBLE. � Q — � (� SIDE WITH IOd NAILS, TWO NEAR EACH END OF t-+ E l2)ROWS 1/2"4'BOLTS* 24"O.G. EACH PIECE, OTHERS STA66ERED WITH A DISTANCE � Z BETWEEN 1/6 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O O CV 0 F ( ))ROWS 5-5/81"TRU55LOCK SCREWS• 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL, CL '— In SCREWED ON(U SIDE OF MEMBER LINE; OR 61RDER5 ARE TO BE NAILED FROM EACH cC6 .— A (2)ROWS B-5/8"TRU55LOGK 50REW 16"O.G. SIDE w/ 10d NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE C G x N 5GREHED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O Q p (2)ROHS 5-B/s"TRUSSLOCK 5GRENS• 24"O.G. JOISTS SERVE AS FIRESTOPPIN6. m [9 H p, BETWEEN NAILS IN A HORIZONTAL LINE. .� Q +-� JOIST SCREWED ON(1)SIDE OF MEMBER 4 1 4-1 � MAXIMUM OFFSET Y THREE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N co J (2)ROWS 5" BOTH SI SCREWS• 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q MATCHED SIZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. Q '— d 2 b UNDER NON-LOAD BEARING SC ROWS O BOTH SI SCREWS• ib"O.G. Q FIRESTOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE SCREWED ON BOTH SIDE OF MEMBER PARTITIONS 0 52" O.G. BLOCKING STUD OTHERS 5TA66ERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOCK SCREWS m 24"O.G. BETWEEN 1/b DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GE I L I NO BRAG I NO STRINGER TO SERVE AS FIRESTOPPIN6. W CANTI LEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED �.._ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN e"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER p FRAMIN6 SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREHIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5U5FLOOR SOLE PLATE 2"x4" CONTINUOUS CABLE END MASONRY PIER5, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REOUIRED WHEN THE BOTTOM OF 0 6' �LATERAL BRACE O.G. T55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10)Bd N A I L. I N O PATTERNS FOR SIDE L_O A D E D BEAMS (i e . FLUSH B F_A M S) -LOCATIONS REOUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE AS , m AS FIRESTOPPIN6. T W NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOS FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING sroPPIN6 MULTIPLE-PIECE MEMBERS I ! 1 c JOIST * 5dCOOLER NAILS aD 10"O.G. NAILED' BOLTED' 2 x4' BLOCK NAILED TO EA.BRACE P VERTICAL BL OGKING 2 ROWS Iba 5 ROWS Iba 2 ROWSK' 2 ROWS Xs" 2 ROWS15" SOPPING W 4 IOd NAILS COMMON COMMON COLTb•24 BOLTS BOLTS FIRE T WHEN /( ) 012,10.0. 12"O.G. 0 12'O.G.* O� LT # 12'OG. O b"O.G. COVERING IS APPLIED 20 o.STRAP TO UNDERSIDE OF D " "STUD 9 THREE JOISTS TKO ROWS 12 O.G. REE ROWS 12 O.G. CYPSUM BOA LOGATION I LOGATION 2 LOGATION 3 LOCATION 4 ° I � `+ � DOUBLE PLATE,,/ * 56 COOLER NAILS a 10" O.G. (l0) 8d NAILS BEAM SELEGTION w/ STD. NAILING ° ° ° ° n 1 JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDHALL STUDS AS NOTED IN NOTES '7 $ 5 s ALTERNATE W NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SGREH5 FIRESTOPPING OVER STUDS, UNLESS TOP PLATE 15 4"® EDGE/12" a9 FIELD FULLY BLOCKED SOLE FIRES of ORDERI.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD TOPPING DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE H OR 5 FIRESTOPPIN6 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL fi,, INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O o 0 o c o 0 0 0 0 OVERLAID ROOF S.STAGGER EACH ROW OF FASTENERS BY 12". O O O C O O O O O 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. i TO BE FILLED 1 \ ® NONCOMBUSTIBLE FIRESTOPPING FIRESTOPPIN6 APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \\ BOTH SIDE OF THE MEMBER. Sol \; b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR VOL.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION "I "1' STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRESTOPPING STRAPPING W/ .2 ROWS OF ibd COMMON NAILS(I2"O.GJ FOR DEPTHS 12"OR LESS 4 8d NAILS DOUBLE JOIST LOCATION 8 LOCATION q ®EA. END aD R.R. 6.S ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEFT5 OF 14',Ib' t 16'. LOCATION 10 FULL WIDTH 2" BLOCKING Z O H - 0 CONSTRUCT 1 ON DETA I L.S ,WIND LOAD FA7H CONNECT ON DETAILS TOP PLATE DRILL 2114' INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING IN5TL. NOT TO SCALE EXIST.OR NEH NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LONER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS 5HOHN KING STUDS PLAN VIEW NOTE: SIMILAR m 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO JOIST HANOE HEADER z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF OL I NOHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADE WOOD OI RDER JACK STUDS L) WOOD JOIS T MAIN MEMBER W 7 a.° a �- JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBE DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, ST R 0 K E R 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 010° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R TTNC7, No MORE THAN 2 TOE NAILS SHALL BE (INSTALLED IN AVID IEAI SIDE OF A RAFTER OR GEILIN6 JO 5T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLAT BOTTO P T 50 HARBOR VIEW AVENUE BATHTUB SUB FLOOR DOUBLE JOIS DOUBLE JO15T TOP PLATE MATTITUCK, N.Y. 11952 GH I M. CHASE 5ECUR I NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. ® GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL TILE FLOORS, KITCHEN FLOOR DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL 57UD CONNECTION w/STUDS TO ATTIC, FLOOR 4 BLK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L 51DE5) PAGE: w TOP PLATE ® o ��GHIM. CHASE WALL WIND RES STANT CONSTRUCTION CONNECTORS � �Q U CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 RIDGE-TO-RAFTERS C520 © 2I " APPLY TO EACH PAIR OF RAFTERS Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a K� DATE: 01/28/25 4 OF 20 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ D BLOCKING O TO ALIGN w/ STRAPPING a PLATE-TO-WALL STUD G520 © I 8" APPLY TO EACH WALL STUD ® EA. LEVELH IRS°FL w 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or G520 @ 56"®z 4 APPLY TO EACH WALL STUD FLOOR/CL6. ® HEADER-TO-JACK 5TUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE 57UD SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. F =� NEW FOUNDATION WALL W STL. WHEN APPL I GABLE) J Lu (� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Qa,• c Lr) WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. _ } 0 NEW 2-HR FIRE RATED �-� _ WOOD FRAME (L.G. STL. 00 O N z 0 WHEN APPLICABLE) a •cc � �' X :3 N O O O +-J ' O m O � 0c Q a O W - - - - - - - - - - U •- I 4-J m + I i U EXIST. EXISTING WINDOW AND WELL TO EXISTING WINDOW AND WELL TO EXIST. POOL I INGROUND BE REMOVED _ BE REMOVED SURROUND TO POOL I DEMOLITION NOTE: �� %�-- •BE REMOVED PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. �\ / FOOTPRINT OF I I EXISTING CABANA ON METAL POSTS; OPEN EXIST. DECK d I i ______ll-- Imo__________-- �- >l STEPS (TO BE ON ALL 4 SIDES _ -- ------------------------------ -� ---- -- I I --------- -----�------------REMOVED) II ------------------r�---------------- COORDINATE LENGTH OF WALL �TTTT--T -------------------------------------------- - - - - -I TO REMAIN WITH PROPOSED EXISTING PORTION OF I I I I I I I I I I -------------- - ----------------------------- / I I I I I FIRST FLOOR ADDITION FOUNDATION WALL TO BE REMOVED EXIST. UP I I I I DEMOLISH TOP OF EXI5TIN6 I I IFOUNDATION KALL THE EXTENT NECESSARY O RY TO POUR L -L--1- 6ARA6E CONCRETE SLAB L ------ - ---- I EXTENSION r- - - - - - - - 101 I EXI5TIN6 BILGO DOOR AND STAIRS TO BE EXISTING BOILER TO 1 REMOVED __ BE REMOVED ____ EXIST. ASPHALT IALL EXISTING FIRST FLOOR JOISTS, GIRDERS 4 I r J DRIREMOVED;VENA-i- To BE I I I COLUMNS TO REMAIN I II APPROX. 2b, ci2 S.F. L------J L----J `EXIST. TRANE THE042PI5050 Vl" GLG. I I AIR HANDLER TO BE EXISTING WATER H6HT. REMOVED HEATER TO BE I r- - L _ _ ��✓✓✓ REMOVED EXISTING AG EXIST. BURIED 1 I O O O O O O O CONDENSERS TO BE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REMOVED OIL TANK TO 1 BE REMOVED I I EXIST. FRONT I I I FOOTPRINT OF EXISTING WELL WATER STOOP TO ED L J EXIST. SEPTIC I I EXIST. DRIVEWAY; FILTRATION SYSTEM EXISTING STAIR v� REMOVED SYSTEM TO BE H TO BE WIDENED BE REMOVED RAILING TO BEABANDONED I EXISTING PUBLIC �,- To REMOVED w AS PER 50DH5f I APPROX. 5-O WATER CONNECTION 1 1 2 STANDARDS I / 1� / I o I I OL II 1 I N I I UJ EXISTING SEPTIC p I I CONNECTION EXISTING ELECTRIC PROJECT: I I PANEL;AMPS TO BE INCREASED II STROKER ---------�� RENOVATION I I I`----------J TANK ITO BERREMOVED EXIST. uTIED OIL LITY POLE 50 HARBOR VIEW AVENUE w/ ELECTRIC METER I I MATTITUCK, N.Y. 11952 ' I I I fi�fi�0 "'OSD SSMNT 17MOL I TI ON PLAN DRAWING TITLE: II 5G,4LE: 3/16" = 1'-0" PROPOSED DEMOLITION PLANS I I I I • PAGE: i A-10J. 00 FROFOSE17 SITE t7)EMOL I T I ON PLAN 5AALE: 1" = 20'-0" DATE: 01/28/25 5 OF 20 OE NE AL 5 I �550L E I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a. — / WOOD FRAME (L.6. STL. Q � W� EXISTING TO REMAIN HEN APPLICABLE) 0 NEW FOUNDATION WALL DEMOLITION NOTE: ALL EXISTIN6 WINDOWS TO BE Lu NEW WOOD FRAME (L.G. PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED REMOVED J CO STL. WHEN APPLICABLE) STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT Cy) OF ANY DEMOLITION OR CONSTRUCTION. Q CV NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL 'c: !.f) WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS __--_ ----- ___ __________ WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL O POST FOR b" WALLS), U.O.N. w r NEW 2-HR FIRE RATED l WOOD FRAME (L.6. 5TL. IIII III I (I 1 7I III z O WHEN APPLICABLE) p0_ I It IIII I I I j j 11 EXIST. � .O '— U ICI I I EXIST. I II BEDROOM O X O CV I BATHROOM I I I 143.5 S.F O O O 4- CD IIII I _ I 60 5.F I .0 p m +� III I L J 4-J L17 III I 7 -� II O N p fB L� r� f--� I I I I II p EXIST. I I f-} ,\ Q a. O BEDROOM 140 5.F EXISTIN6 PORTION OF I I WALL TO BE REMOVED; 1 VERIFY LOCATION L J L__J WITH W PROPOSED SECOND W \�\ ------- --- --------------i� FLOOR PLANS lu rn 5'0" CL6. \��\ I / p N HGHT. It \ I I ---- �z ------------------- . � ---- 1 Ir------------------- n 1 II 11 I IIII I I W m I ..�.� -i L — ALL EXISTIN6 FLOOR JOISTS # 1 1 11 I I I I I I CEILING JOISTS TO REMAIN ____ZH. I 1 I I 1 EXIST. 1 II II �� `� II U \ � Li u__ �_li 1 42 5.F 1 EXI5TIN6 RAILING TO BE `� II REMOVED vJ ----------------------- ` EXIST. �+ BEDROOM II ------- 1 2215.E IIEXIST, Q = I II BEDROOM I I 1'14 5.F I 1 I I I �-------- I I i'e) 11 LF=r� I 1---- 1---i--------I----=-------1---------� I ----------------------------------------------------------------- -----� I -----------------------------------------------------------------7 -------------- 111 IIII ��_0 I I EXIST. I I I III 111 l \BATHROOM I II II III III -- ---- 111 III FROFOSED SECOND FLOOR DEMOLITION PLAN EXIST. WOOD EXI5TIN6 DECK, RAILING, 5TEP5___"x 11 III DECK AND DECK STRUCTURE TO BE 11 SCALE: 1/4" = I'-a" 111 -► REMOVED 111 ,115 S.F . GROSS AREA; 1 /04c' S.F. HA51TA5LE Sfi=A(f.,F- I111 III Ii I11 111 1,1 11 1 1 11 111 111 III III III 111 III III 11I III 11I III III EXISTING 5 PANEL I II II DOOR TO BE ��-- �� III III REMOVED i -- -- III LI --- __ -_- -------- 5 ------- r ----------- 5 --- ------I �EXIM5TIN6 6ARA6E WALL TO BE�--�---- � �----� r---� r-___r__ EXIST. � 1 REOVEDI III /�J I IN 6'-O" WALL / s 1 1 / I III /i� IBATHROOM�_� HGHT. I / LJ III !r I / \\ I 255.8 1 71 III L __________ II i �- ----J III �� 1 1111��1111 i� 11�1 ) JI II ---- Z -------------------------- -------------------------------------------- i DW I ILL 11 `�,�� 11 `�_� LUJ 7 u. I 1 �n 1 1 / III I LPNTRY.J L___ 11 J p III I L — J L L---------- --- ----- I I V 111 t ALL EXISTIN6 CABINETS, I L____� II PLUMBING FIXTURES 4 _ EXISTIN6 CONDENSERS TO BE EXIST. LIVING i �\�J`ql __ APPLIANCES TO BE REMOVED 1 I r REMOVED 1 111 �------- --� ROOM 400 5.F `J t�� I ii \ / `�� i / I L;i ---� I EXIST. ►- _ KITCHEN I �� _ `� [,� ` _ �` I/ \I EX15TINO ATTIC it a ALL EXISTIN6 FIRST FLOOR $ I 82I 5.F I ALL EXISTING FLOOR AND I �L ----� HATCH TO BE II CEILING STRUCTURE TO REMAIN I I CEILING STRUCTURE TO REMAIN rr---� r�===-�� 1 REMOVED II PROJECT: I I I I I I I I 15'0" CLC7 L-----------J j l III 11 II REFRI6ERATOR TO EXISTING FLOOR FINISH TO BE 1PNT.RY T. -- ___ PNTRY. ,I STROKER L-----J BE RELOCATED To c REMOVED 0 I PROP. BASEMENT , , RENOVATION WET BAR I I I \�\ W EXIST. BOOKSHELF — — — — — — — — — — — — — i-- __ EXIST. I I REF. 51R 5.F EXISTIN6 GARAGE I GARAGE DOORS TO BE REMOVED PNTRY. I C== 50 HARBOR VIEW AVENUE _ I II MATTITUCK, N.Y. 11952 III HGHT. EXISTING FLOOR FINISH TO BE III REMOVED PORTION OF WALL I II 111 TO BE REMOVED I n DRAWING TITLE: I II EXIST. DEN ii PROPOSED DEMOLITION PLANS l0'-V WALL 251 S.F. I I HGHT. I EXIST. I II EXIST. DININGI I HALLWAY II r ---------- ROOM CIO 5.F EXISTIN6 PORTION OF 1 186 5.F WALL TO BE REMOVED�r t 11 I I 11 I I EXIST, DECK EXI5TIN6 ELECTRIC PAGE: 11 14 S.F N PANEL To BE AN REMOVED ------- A-102mOO --------- --------- EXISTIN6 DECK STRUCTURE TO REMAIN;REMOVE EXISTIN6 DECK FINISH, STAIR,COLUMN I L ____ ____ ____ ____ DATE: 01/28/25 6 OF 20 AND RAILING L-------- --__ ---_ -_-- ALL EXI°TIN6 WINDOW5 TO BE ----- ----- REMOVED DEMOLITION NOTE: PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED dl� STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT -------- OF ANY DEMOLITION OR CONSTRUCTION. I L---- ---- REMOVE EXISTING DECK,DECK STRUCTURE, STAIR, COLUMNS AND RAILING;EXI5TIN6 ROOF STRUCTURE TO REMAIN;ROOF SHIN6LE5 TO BE REMOVED FROFOSED FIRST FLOOR DEMOLITION FLAN SCALE: ►/4" 211 �� S.F. Oi.OSS AREA; 1 /45-7 S.F. HA51 TA5LE Sfi�AG = I'-O" GENERAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) ui NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J C6 F--`� STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL ate,' LO WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL = p O P05T FOR 6" WALLS), U.O.N. _ -6 }; 0 WOOD FRAME (LR.G 5TDL. O O CV p NEW PLUMBING WALL y" Z .-- WHEN APPLICABLE) a •� I X (V O 4-J 1 p FOUNDATION PLAN NOTES � m -J r NEW MEGH. AREA: Q O � O a � O O I. RESERVED O 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NYS MG 506.1 UNDER-FLOOR AREA VENTS 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES O I. NEW 4 I6"x5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET REQUIRED PER NYS MG 804. VENTILATION OPENING FOR EACH 150 S.F. OF • W IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT UNDER-FLOOR SPACE, PER 2020 IRC R405. EQUIPMENT TO EXIST. PIPING A5 REQ.'D. r 4 2. INSTALL AS PER MANU. 5PEV5. PLACE ATLEAST ONE TYPICAL MECHANICAL AREA NOTES: Y VENT WITHIN 3'-0" OF EACH CORNER OF THE BUILDING. I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 3. 51TUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND "DUROCK" (OR EQUAL) AVOID POINT LOADS FROM ABOVE. IF POINT LOADS UNAVOIDABLE, PROVIDE DEL. RIM J0I5T ABOVE. 2. FOR PC. FR. WALLS - PROVIDE (I) LAYER OF 5/8" 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. W6LL5) - - - - - - SHOWN FOR REFERENCE ONLY; U VENTS BELOW GRADE; INSTALL PER MANU. 5PEG'5. 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. - - - - - - - REFER TO SITE PLAN FOR SPEC.'s AND AS PER NY5 MECH. AND FUEL OAS CODE I EXACT LOCATION FREEZE PROOF HOSE BIB: 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT - - - - - - - - - L - - - - _ - - - - - - - - - -_- I - - O3 FASTENED w/MASONRY ANCHORS (PRECISE IT CONFORMS TO NY5 MECH. AND FUEL CAS CODE M 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE II. 1 1 1 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) � (��., 1 FRESH AIR INTAKE FROM EXTERIOR u \ J SEPTIC SYSTEM HOUSE CONNECTION: 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I \ 1 O I. LOCATION OF SEPTIC, SYSTEM HOUSE CONNECTION EMERGENCY SHUT OFF SWITCH 2. SEE 5GDH5 APPROVED PLANS UNDER REFERENCE NO. '7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH { R-24-1505 DATED 12/04/24. 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER W / 1 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" CLEARANCES AS PER CODE v MINIMUM FROM BUILDING FOUNDATION ALL. Q. PROVIDE 3" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 I Q DOOR NOTE: CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING CODE I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 14'-6" 58'-3 • O ON PLANS BY 'JELD-WEN' (OR EQUAL). IO DRAFT VENTIN615YSTEM SHALL COMPLY le4I H AL ALL Y2 m 36'-5" 2.INSTALL NEW EXTERIOR DOORS WHEhd GALLED OUT SECTIONS OF 2020 NYS RG 02427. 2I'-11" Q 4'-O" �� ON PLANS BY 'THERMATRU' (OR EQUAL). tt_ _ S.NOTE DOES NOT INDICATE EACH NEW DOOR BURIED PROPANE TANK: PROPOSED;SEE ME51ONATIONS 4 DOOR SCHEDULE. O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK + = e a 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.INSTALL AS PER MAU. SPEC -.'S _ e _ - - - - - _ _ - - - - 3 d WALLS,U.O.N. 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 4 STORM _ Q _ 5. INSTALL AS PER MANU 5PEC.'s WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. SITE PLAN FOR INSTALLATION LOCATION. 'i. SEE PAGE 6-003 FOR ALL OTHER FRAMING BOILER ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. IO NEW NAVIEN NFB-3010 CONDEN51N6 PROPANE WALL-HUNG ° STAIR 4 RAILING NOTE: BOILER (OR APPROVED EQUAL). I - - - - - - - - - - - - - - - - - - O I. VENT THROUGH ROOF. 30.75"W.XI4.'75"H. A-3ol 6 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4 Rf 4 MIN. 10 Tr - RISERS SHALL BE CLOSED 2. F.A.I. THROUGH ROOF. I VINYL BASEMENT I LT - 2. 6REA7E5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 3. INSTALL PER MANU. SPEC.'S 0 I hNIINDOWETAL �ROVIDE LL \,FPOF05Er>--,, I r 77 NOT EXCEED THE SMALLEST BY MORE THAN . Y5 SHALL BE AT LEAST 61-5% 4. S5. TAIRS SHALL HAVE ADROOM IN THE FOLLOWING CLEAR WIDTHS: II WATER HEATER m ., ' O NEW RHEEM PERFORMANCE HIGH DEMAND 120 GAL. - m '._ ..: •• ... •: „ l' .• I 8-H6HT E'' •e' ' 4.1. BETWEEN CLEAR HEIOHT 4 HANDRAILS: 56" MIN. PROPANE WATER HEATER (OR APPROVED EQUAL). I I \- PROPOSED 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. I. VENT THROUGH ROOF. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 2.F.A.I. THROUGH ROOF. I CONCRETE FULL HEIGHT N I PROPOSED 4 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 3.INSTALL PER MANU. SPEC.'S cV SLAB FINISH BASEMENT �` SLAB ONE SIDE OF EACH FLIOHT OF STAIR OR MORE RISERS AND W N HERE SHOTSON PLAN5CONTAINI�6 FOUR m= I dJ i 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED NEW EXHAUST FAN SHALL BE INSTALLED WHERE _ \•• WALKING SURFACES LOCATED MORE THAN 30" ABOVE 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL I I s FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION :' � �' '• 7. 56' HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAOE OF A 4" 4' SPHERE;36" HIGH 403.3.2.3; INSTALL A5 PER MANU. SPECS - HANDRAIL. 5. 6RIPPABLE RAIL AS PER CODE. SMOKE DETECTOR / GO DETECTOR NOTES: 004 - - - - a. RAILING TO BE WOOD. 13 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT -J L - -J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ! r WIND D W OW NOTE: HARD TO EACH OTHER w r/BATTERY BACKUP. - `t `t L O I. ALL NEPq INVOk45 4 DOOR-5 SHALL BE DOUBLE-HUN6, OR GLIDING (AS NOTED).ERSEN 2 SHALL NOT BEION REOUEIRED WH RE EXISTING ALARMS DEVICES CASEMENT, 6 18'-10" 1 INSTALL AS PER MANU. SPEG.S. ARE NOT INTERCONNECTED, AS PER NYS R314.4. W W � 5 � REFRIGERATOR I 2.NOTE DOES NOT INDICATE EACH NEW PROPOSED, 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 003 TO BE RELOCATED SEE DE5IONATION5 4 WINDOW SCHEDULE. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. W I FROM ISTIN6 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA5S WINDOWS 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. z AND DOORS" ON PACE 6-002. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS I 5 4.ALL CASEMENT WINDOWS TO HAVE ST'RA16HT ARM HINGE. 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. HE BAR 5. ALL DOUBLE HUNO WINDOWS TO BE TILT WASH 5. INSTALL ALL AS PER MANU. 5PEC.'s N 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR L E"- 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF IN COMPLIANCE WITH LOCAL CODE SWIN61N6, SLIDING, 4 BIFOLD DOORS I PROVIDE Z 6.2. WITHIN 15" OF F.F. HYDRONIG AIR HANDLER: VINYL FINISH I w 6.5. WITHIN 24" OF A DOOR 14 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" FLOOR AT ' 2 6.4. WITHIN 5TAIRWAY5 4 WITHIN 36" OF A LANDING OR APPROVED EQUAL • EXISTING FULL FINISHED PROVIDE I O 6.5. WITHIN TUB/SHOWER ENCLOSURES 2.INSTALL (1) UNIT IN BASEMENT 4 (1) IN ATTIC BASEMENT PRAINAOE PUMP I V IOHT FOR SINK 6.6. SEE AL50 GENERAL NOTES ON PACE 6-002 3. PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES BASEMENT AREAS 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND THROUGH WALLS OR CEILING �o WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 4.INSTALLER TO PROVIDE BLOCKING, PIPIN6, AND cV '• � CONCRETE (2) 2„xIO„ HEADER U.O.N. ELECTRICAL AS REQUIRED FOR MOUNTING AND N SLAB FIN15H 8 NINPON FALL PROTECTION SHALL BE NY5 R512.2 OR OPERABLE WINDOWS wPROVIDED L HE16HT5 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER .' I 8-'I" GL6. - TO REMAIN H6HT. LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" REOUIREMENTS OF A/C 4 HEATING SYSTEM (SEE EXISTING Q I I I I 0 ABOVE GRADE OR THE ADJACENT SURFACE AT THE THERMOSTAT FOR ZONE DESI6NATION). • ; TO GONG. BUILDING EXTERIOR. 6.PROVIDE HOT WATER COIL AND CONNECT NEW HOT SLAB I WATER/BOILER COMBO TO NEW COIL. LV 6'-I" GLO. EXISTING SLAB-\ EGRESS NOTE: ELECTRICAL PANEL: I HOHT. PROJECT: IN COMPLIANCE WITH NEW YORK STATE BUILDING _ _ _ CODE,SECTION R510.2.1;THE FOLLOWINGS MEANS OF 15 NEW 300 AMP ELECTRICAL PANEL LOCATION; _ _ GONG. PAD E6RE5S SHALL BE FOLLOWED: ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. I I I FOR A/C ST R 0 K E R NET CLEAR OPENINO........... 5. UNITS S.F. _ I I RENOVATION NET CLEAR HEIGHT............... 244 MINIMUM -II � NET CLEAR WIDTH................. 20' MINIMUM PROPOSED 8 - POWDER � � � I CHASE UPON I X ROOM 1 \ // I CONCRETE SLAB I 36 S.F. FOR MECHANICAL I 50 HARBOR VIEW AVENUE I // �� 1 I VENTING AND F.A.I. PROPOSED IV y 002 13 MECH. ROOM I I I MATTITUCK, N.Y. 11952 3IL - - - - - - - - - - - - - - - - - - - Z I'i65.F ( � I I I 14 5M/GO I I DRAWING TITLE: IG� I - BATHROOM 5UMP PUMP - - - - - - - - - - - - - - - - - - - � PROPOSED FOUNDATION PLAN- - - - - - - - - - A-3OI L�L SHELVING - - - - - - - - - - - - - - - - - - - -- - �JI 15 4 I - J 0 I PROPOSED SEPTIC SYSTEM T Q PAGE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONTROL PANEL 4 AIR BLOWER;SEE APPROVED P I SEPTIC PLANS A-103m00 :.° - - - - - - - - - - - - - -Fu - - - - - - .� - - - - - - - - - - - -J--dJ - ' DATE: 01/28/25 7 OF 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N$ FROF05E ) FOUNDATION PLAN 1,444 S.F. GO'NDITIONED SPA( SCALE: I/4° _ -o° SEE FADE A- 1 O6 FOR ANC DOOM SCHEDULES OEI ` EFAL I I " I�O� Imo❑ i EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a - WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. �-' NEW FOUNDATION WALL J STL. WHEN APPLICABLE) co w NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL \1 4-1 C LN WOOD FRAME (L.G. STL. POST FOR 4" WALLS \t WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL VV O P05T FOR (o" WALL5), U.O.N. _ 'O NEW 2-HR FIRE RATED +.+ WOOD FRAME (L.CG. STL. i �/� NEW PLUMBING WALL 0 O N z O WHEN APPLICABLE) 'cc U-) X N O 4-+ FLOOR PLAN NOTES O O m � c9 � o O DOOR NOTE: NEW LAUNDRY ROOM: CL Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT bO I. NEW WASH /DRY HOOK UP ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.DRYER TO BE CONNECTED TO PROPANE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 3.COORDINATE LAUNDRY ROOM d DOOR DIM.'s w/SIZE NATURAL LIGHT 8 ON PLANS BY 'THERMATRU' (OR EO.UAL). OF EQUIP. VENTILATION 3.NOTE DOES NOT INDICATE EACH NEW DOOR 4.PROVIDE HOOK UPS AS REQ'D PER MANUFACTURER FLOOR PROPOSED;SEE DESI6NATION5 d DOOR SCHEDULE. AREA 251 S.F. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAU5T NOTE: WALLS, U.O.N. S.F. REQ. S.F. PROV. 5. INSTALL AS PER MANU 5PEC.'s I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY L16HT b.PROVIDE (2) 2"xl0" HDR., U.O.N. OPENINGS REQ'D I8.5 S.F. 136.8 S.F. -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING DUCT SIZE AS PER MANU.3. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. VENT �J 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER REOV q.2 S.F. 55.1 S.F. STAIR $ RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - r , O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO V CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM z ® ® Z ® ® Tr - RISERS SHALL BE CLOSED 2. 6REATE5T RLSER HEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO 51N&LE LENSTH5, NOT TO 2 2 a EXCEED 8 FEET AND SHALL BE LISTED AND LABELED w X M NOT EXCEED THE SMALLEST BY MORE THAN ". IN ACCORDANCE WITH UL 2158A. z m z m ...FJ 1 1 1 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST TH5: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D OABOVE OH ABOVE PROPOSED IPE DECKING AND 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN, OJ CENTER OJ CENTER DECK RAILING i 4 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 505 5.F 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS BELOW K ABOVE K ABOVE HT BELOW 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -�-�'-eI�/2" U c ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE OR MORE RISERS, AND WHERE 5HOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 58'-3y2" L 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES V-4" 2'-5" SO :2' 5" 3'-4" 3'-IjY2" 4'-3y2" 4'-3y2" 2'-10" 6'-O" 3'-jY2" 7'-Oy2" q'-4y2" 6'-8" 6'-8" 4'-OY2" • FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. 104 "1. 36" H16H GUARDRAIL d SPINDLE SPAGIN6 NOT TO ALLOW PA55A67E OF A 4" 4) SPHERE;36" H16H !z HANDRAIL. _ _ AM p w 8. 6RIPPABTO RAIL O PER CODE. O NEW EXHAUST FAN; INSTALL AS PER MANU. SPECS d - - <c" d5 q. RAILING TO BE WOOD. NYS MECHANICAL CODE SECTION 405.5.2.5 _ 4 A A B B B SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ABOVE F PROP. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW PLUMBING FIXTURES: 5UNROOM HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. GENTEROG O PROVIDE 105 PROP, 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. MAHOGANY 251 S.F. 8 ® / PWDR. 4 A-301 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS BELOW FT WOOD FINISH I - RM ARE NOT INTERCONNECTED,AS PER NYS R314.4. NEW FLOOR: AT SUNROOM I pl„I 0 3�5.F - - 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND z I - DWELLING-6ARAQE SEPARATION: 7 O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); Q INTERIOR I L `fl _ _ _ _ _ _ _ / PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. ABOVE F 5L0 5LOPIN6 I 12-6 7 PROP. PROVIDE H1CK-(MINJ-GYPSUM 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. SCREW PERIMETER OF SHEATHING 6" O.C. d 12" O.G. ® aR AND I 5 rT INTERIOR. C�l+�W TRIMS GEILIN6 - LAUNDRY BOARD AT GARAGE WALLS dGEILIN6 -I HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS CENTERO 2 Q L - 10 - UNDERSIDE AS PER NYE, R302.6 / d OPENINGS TO BATHROOMS w/ 5HOWER OR TUB. 2.NEW FINISHED FLOOR PER H.O. SELECTION BELOW FT Q I 1 -� ROOM bb S.F 5. INSTALL ALL AS PER MANU. SPEC.s m_ g � / 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW TILE FLOOR: �t CATHEDRAL 4'-O" 4'-2"-� 2 O 117 IN COMPLIANCE WITH LOCAL CODE 1O I. NEW TILE FINISH (H.O. TO SELECT) UPON GEILIN6 I a� O 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON ABOVE F O w WINDOW NOTE: 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON O - I 2 2 I VAULTED N v < 106 O4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CENTER 6 Q- GEILIN6 \ CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SGREWJ; SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® BELOW FT - r I O O U I ABOVE PLOP. \ INSTALL AS PER MANU. SPEC.'S. INTERIOR. ^^ cr \ 2.NOTE SEE EOES NO INDICATE EACH H NEN HINVOW PROPOSED; 6 PROPANE 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS NEW WALL FINISH AT EX15TINO 5PAGE5: RANGE AND DOORS" ON PAGE 6-002. 11 I. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY I - L 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. 2.PROVIDE (1) GOAT PRIMER ON WALLS AND GEILIN6 8 H WALL 103 I - 11 PROPOSED u. Alo, 10 ® L-HGHT. _ _ _ _5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 3.(2) FINISH GOATS ON CEILING AND WALLS EXISTING m KITCHEN LLb.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 4.H.O. TO SELECT PAINT COLORS FENCE - _ Lu115 r MATCH SLOPE OF 6.1. FOR ALL SKYLI6HT5 d OPERABLE PANELS OF - SWIN61N6, SLIDING, d BIFOLD DOORS � 445 5.F � � �++ EXISTING SLAB;NO � 6.2. WITHIN 18" OF F.F. THERMOSTAT: A 1 I FINISH TO GONG. SLAB; tV 6.3. WITHIN 24" OF A DOOR 12 I. PROVIDE THERMOSTAT FOR 4 ZONES: H.O. TO SELECT STYLE d - - 1 6.4. WITHIN 5TAIRWAY5 d WITHIN 56" OF A LANDING - ZONE I: FINISHED BASEMENT I COLOR- - 6.5. WITHIN TUB/SHOWER ENCLOSURES - ZONE 2: FIRST FLOOR PROPOSED 7'-10" 5'-0" _ _ _ / - ZONE 3: SECOND FLOOR 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 BASEMENT R N. I- �- 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND - ZONE 4: MASTER SUITE STAIR d RAILING; I = 3'-O" / 2. H.O. TO SELECT MODEL; INSTALL A5 PER ILIN6 TO MATCH EXIST.FAMILY I / WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM MANUF. SPECS REAR DECK ROOM (2) 2NIO" HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER A/G CONDENSERS: q 400 S.F. q 112 PROP. `t / NY5 FOR OPERABLE WINDOWS WITH BUTLER'S ITH SILL HEIGHTS 13 1. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" cV 114 DFD.THAN / LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN "12" OR APPROVED EQUAL. PANTRY GAGE OR p �0 ABOVE GRADE THE ADJACENT SURFACE AT THE 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH - REPAINT 54 5.F '750 S.F. \ IOT m BUILDING EXTERIOR. LLJ ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). I64" GL6. - REDO FLOORS PROP. \ 3.INSTALL AS PER MANUFACTURER SPECS. HGHT. EGRESS NOTE: 4.INSTALL UPON LEVEL GROUND d PROVIDE &ROUND - - - - - - - - - - - - 10 S.F \ 0 \ I U IN COMPLIANCE WITH NEW PORK STATE BUILDIN6 SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF z \ EGRESS SHALL BE FOLLOWED: CONDENSER. I I 12 III 0 O - - - - - - - - 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 - - - - - - - - - - - - - z i \ NET CLEAR OPENINO........... 5.1 S.F. APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS `flL�T - - - - - - - - - - - - 5-I j>/2 5-4 - - X EXIST. BOOKSHELF - REPAINT NET CLEAR HEIGHT............... 24" MINIMUM WHENEVER POSSIBLE. N - - - ADD SHELV1N6 = ui NET CLEAR WIDTH................. 20" MINIMUM REF' EXIST. 3 4 t�� Q OHYDRONIC AIR HANDLER: - - - I10 �t ' o 14 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(S) BY "RHEEM" 4 5.F • N O TYPICAL BATHROOM NOTE: OR APPROVED EOUAL 13 = _ = 5M/GO - - 1. WALL BOARD 2.INSTALL (1) UNIT IN BASEMENT d (1) IN ATTIC q PROJECT: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN - - - - - - - - - - - - - _ / 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES ALL BATHROOMS 15'2" GL6. 8'0" GL6. - - - - - - - - - THROUGH WALLS OR GEILIN6 � 1 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND HGHT. HGHT. / TUB SURROUNDS 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND - REPAINT / STROKER 2. SHOWER FLOORS EXIST. LIBRARY 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON INSTALLATION. - REDO FLOORS / 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER A II 11 238 S.F. RENOVATION REQUIREMENTS OF A/G d HEATING SYSTEM (SEE TOWARDS DRAIN) UPON `fl PROVIDE NEW O 2.3. WATER PROOF MEMBRANE TO COVER SHOWER THERMOSTAT FOR ZONE DESIGNATION). - < FLOOR, WRAP DRAIN d ATLEAST 18" UP WALLS 6.KAPROVIDE I�ILER COMBO OT HATER COIL NEWGOIL.CONNECT NEW HOT 10 HGHYT. 102 TREADS T 0 - REPAINT - \ FLOORING; - REDO FLOORS \ \ 108 PROV. NEW 50 HARBOR VIEW AVENUE SOUND BARRIER WITHIN INTERIOR WALLS: HOT WATER PIPING INSULATION; EXIST. DINING HANDRAILS \ FILL INTERIOR MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE I ROOM -' MATTITUCK SOUND TRANSMISSION CLASS (STG)1FOR AIR-BORNE A A A --III`AT - m \ J INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 188 5.F - - - - - - - - - - - N.Y. 11952 FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: 6-8 3 0 3 O 2 Ij/ L - - - - NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE = 2 XI5T \ WITH A5TM E qo. NATURAL LIGHT HALLWAY 1oq L - 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Iq'-O" FLUIDS >105°F OR <55°F (R403.4) VENTILATION .�� z = II q0 5.F cv$ DRAWING TITLE: HIGH EFFICIENCY LAMPS: 2. PIPIN& J" AND LARGER IN NOMINAL DIAMETER FLOOR Q X NOT LESS THAN q0`X� OF THE PERMANENTLY INSTALLED LIGHTING AREA PIPING SERVING MORE THAN (1) DWELLING UNIT AAA 400 S.F. 3 ® w - - - A-3ol PROPOSED FIRST FLOOR PLAN FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ❑ u ® � ❑ f I S.F. REQ. S.F. PROV. q 2020 NYS EGG R404.1 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD NEW 6LA55 6. PIPING LOCATED UNDER A FLOOR SLAB LIGHT FRENCH B B B 1. BURIED PIPING REQ'D 32.0 S.F. 43,q S.F. 14'-O" 5'-O" L - 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS 4 DOORS 4 - OTHER THAN DEMAND RECIRCULATION SYSTEMS. VENT I6.0 S.F. Iq.5 S.F. 101 _ REQ'D I 0 N A-401 Q NATURAL LIGHT $ G G GT G PAGE: VENTILATION r PROPOSED 3'-10" 7'-4" 4'-6" 4'-6" '1'-4" 3'-10" 4'-bye" 6'-8" 6'-8" 4'-Oy2" FLOOR COVERED 188 S.F. AIL An AREA S.F. REQ. S.F. PROV. PORS F = 36'-I I" Q ry O BLUE STONE DECK 21'-I I A-104m00 Q NATURAL L I C HT REQ'D 15.0 S.F. I11.4 S.F. ❑ ❑ ❑ T:2 z ® ® ❑ ❑ VENTILATION REQ'D VENT "1•5 S.F. 11.0 S.F. c FLOORAREA 238 S.F. S.F. REQ. S.F. PROV. DATE: 01/28/25 8 OF 20 LIGHT 7'-O" REQ'D Iq.O S.F. Iq.4 S.F. 14'-I y2:' VENT q.5 S.F. 11.0 S.F. 41'-11" REQ'D FROFOSED FIRST FLOOR FLAN 2,061 S.E. HA517A5LE 5FAC E; 51085 S.E. OROSS FLOOR AREA SCALE: 1/4" = I'-O" SEE FAO E A® 1 O6 FOR ANC BOOR S(f,,HEE-,)ULES OE I `FERAL IV r" J NEW PARTIAL HEIGHT d W Q ry EXISTING TO B D O f D Q WOOD FRAME (L.G. 5TL. V ��Q PROPOSED WHEN APPLICABLE) f� ATTIC ILL! TO REMAIN k p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W cu STL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED ® � V)MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. /u\ NEW PLUMBING WALL EXISTING ATTIC 2 '�, z O � WHEN APPLICABLE) - 6'-3y2" O C N 14 I I >' 2 x m N o O O +-+ FLOOR PLAN NOTES - - - ( O O FOR NOTE: NEW LAUNDRY ROOM: �� J Q O a O INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 ON PLANS BY 'JELD-WEN' (OR EQUAL). I. NEW WASH/DRY HOOK UP 2.DRYER TO BE CONNECTED TO PROPANE INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 3 OF COORDINATE IP. LAUNDRY ROOM b DOOR DIM.'s w/51ZE ON PLANS BY 'THERMATR R U' (O EQUAL). NOTE DOES NOT INDICATE EACH NEW DOOR 4.PROVIDE HOOK UPS AS REOV PER MANUFACTURER PROPOSED;SEE DEVeNATION5 4 DOOR SCHEDULE. PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: WALL5, U.O.N. INSTALL P I. DUCT SHALL TERMINATE TO EXTERIOR I II PROVIDE 2) 2"R A xIOHDR.,U.O.N. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY I I I I LL �J SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENIN65 E E ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3.DUCT 51ZE AS PER MANU. ( I I I 4,J 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 'AIR 4 RAILING NOTE: 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN I I I I U ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Tr - RISERS SHALL BE CLOSED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ��- __ _ __- -__ ______ ___ _ ___ __ -� 6REATEST R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO NOT EXCEED THE SMALLEST BY MORE THAN EXCEED 8 FEET AND SHALL BE LISTED AND LABELED M IN AGGORDANGE WITH UL 2155A. 3'-6" 3'-6" 3'-6" 3'-6': 1 1 1 HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST V-8". " STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: 6,EXHAUST DUCTS SHALL BE MIN O.OI6 THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4.1. BETWEEN CLEAR HEIGHT +6 HANDRAILS: 36" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4'-I" 'i'-O" 14'-8y2" 7'-O" 4'-I" 3'-5y2" 2'-4" q'-10" 3' 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1 MIN. 50REW5 HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER U c ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FROFOSM7) FAR71 AL A771 O PLAN � 61JARDRAIL5 SHALL BE PROVIDED FOR OPEN-51DF-D FEET FOR EACH 450 BEND AND 5 FEET FOR EACH a0° WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES „ , „ FINISHED FLOOR OR GRADE, RA , d WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. SCALE: I/4 I -O ' ^ 36" H16H GUARDRAIL 6 SPINDLE 5PAGIN6 NOT TO (f, ALLOW PA55A6E OF A 4" 4) SPHERE;36" HIGH ^` HANDRAIL. w 6RIPPABLE RAIL AS PER CODE. O NEW EXHAUST FAN; INSTALL AS PER MANU. SPECS 3 NATURAL LIGHT I RAILIN Q G To BE WOOD. _ NYS NATURAL LIGHT 4 MECHANICAL CODE SECTION 403.3.2.3 VENTILATION VENTILATION O 1OKE DETECTOR / GO DETECTOR NOTE5: FLOOR i m 184 S.F. FLOOR CONTRACTOR SHALL PROVIDE GORE COMPLIANT AREA AREA 251 S.F. 4 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NEW PLUMBING FIXTURES: SF REQ SF PROV HARD WIRED TO EACH OTHER w/BATTERY BACKUP. gO ALL NEW PLUM5IN6 FIXTURES TO COMPLY WITH PG 405. . . . . . . - - - - - - - - S.F. REQ. S.F. PROV. 22'-5" INTERCONNECTION BETWEEN NEW d EXISTIN6 DEVICES SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. - - - - - - - - LIGHT 14-1 S.F. 20.6 S.F. L16HT SHALL NOT BE REQUIRED WHERE EXISTIN6 ALARMS _ _ I6-6 REQ D �Q,D 20.1 S.F. 30.a S.F. y2 ARE NOT INTERCONNECTED,AS PER NYS R314.4. NEW FLOOR: I - VENT 2'-IjY2" 4'-8" PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND "1 O I NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); I I .4 S.F. 11.6 S.F. VENT 10.0 S.F. 17.4 S.F. 2-IjY2 PER GENERAL ELECTRICAL NOTES ON PAGE 6 .-002. SCREW PERIMETER OF SHEATHING 6" O.G. � 1 O.G. ® I REQ D B B SMOKE /GODETECTORS TO MAINTAIN 3 MIN. INTERIOR. I I - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL SEPARATION FROM HO14ER/RET TUB. DUCTS 2.NEW FINISHED FLOOR PER H.O. SELECTION 8 OPENINGS TO BATHROOMS w/ aHOWER OR TUB. I I- -1 (- � INSTALL ALL AS PER MANU. SPEG.'s NEW TILE FLOOR: I I I _SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR to I. NEW TILE FINISH (H.O. TO SELECT) UPON IN COMPLIANCE WITH LOCAL GORE O 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON I I -1:12 7:12 NDOW NOTE: 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON II ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 4.NEW PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); CATHEDRAL CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). - - INSTALL AS PER MANU. SPEC.'S. SCREW PERIMETER OF 5HEATHIN6 6" O.G. b 12" O.G. ® I I .D _ tl INTERIOR. GEILIN6 SLOPING ' SEE FNOTE OES NO INDICATE EACH OPq H NEDULEDOW PROPOSED; I I I ~ ( SLOPING GEILIN6 SleFOR SUBSTITUTIONS, SEE NOTE #q IN "6LASS WINDOWS NEW WALL FINISH AT EXISTING SPACES: I I GEILIN6 AND DOORS" ON PAGE 6-002. 11 I. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY ALL CASEMENT ALL DOUBLE HUN6IOV45 TO HAVE WINDOWS TO BETIILRT KASHARM HINGE. 3.(2 PROVIDE INISH(1) COAT COATS ON EELIIN6 AND WALLS R ON KAtLLS AND WALL I 36'-5° WALL m HEIGHT HEIGHT IN GENERAL, TEMP. OIL. SHALL BE PROVIDED: 4.H.O. TO SELECT PAINT COLORS „ „ PROP05ED 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF i 3 1�2 3-5y2 a-4 3 5y2 a'-4 3-5y2 3 5y2 SWINGING, SLIDING, 4 BIFOLD DOORS THERMOSTAT: I ASTER i- 6.2. WITHIN 18 OF F.F. ( 12 I. PROVIDE THERMOSTAT FOR 4 ZONES: B B BT BT B B 6.4. WITHIN 24' IR A DOOR - - - ZONE I: FINISHED BASEMENT O BEDROOM 6.4. WITHIN STAIRWAYS 8 WITHIN B6" OF A LANDING - - - - - - - - - - - - - - z z z z - ZONE 2: FIRST FLOOR Q� � � z_ 6.5. WITHIN TUB/SHOWER ENCLOSURES - ZONE 3: SECOND FLOOR I O- ( O (5.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 -1 W Q SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND - ZONE 4: MASTER SUITE I ® 4 BATHROOM - `I 0 v 3 N Q WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 2. H.O. TO SELECT MODEL; INSTALL AS PER 0 5 O MANUF. SPECS . 63 5.F 5M/GO (2) 2"xIO" HEADER U.O.N. to T `� WINDOW FALL PROTECTION SHALL BE PROVIDED PER A/G CONDENSERS: 4'-O" 1"1'-5" NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 13 � 8 PROP. LIBRARY O B LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN '12" I. PROVIDE (2) NEW 4-TON A/G CONDENSERS BY "RHEEM" p - - OR APPROVED EQUAL. p aI S.F. tQ ~ ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2•PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I T 1'i'-0" w BUILDING EXTERIOR. ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). I LINEN 211 4'-2" - 3.INSTALL AS PER MANUFACTURER SPECS. !0 TRESS NOTE: 4.INSTALL UPON LEVEL GROUND # PROVIDE GROUND I PROPOSED PROF,COMPLIA in U SECTION R310.2.1 THE FOLLOWING MEANS OF SUFFICIENT TO ACCOMMODATECE HITH NEV4 YORK STATE BUILDINO SURFACE (CONIC. PAD OR OTHE 6RO55EWEI6 BEDROOM HTT OF 6 - 3 • WALK-IN a a I PROP. RATIN )DE,, 5E I 210 :t 154 5.F toQ SM/GO Gam• HIDDEN A L. sRE5S SHALL BE FOLLOWED: CONDENSER. 2oa 18 5.F DOOR Cam• 5. ALWAYS LOCATE CONDENSER 10 MIN. FROM ANY OAS al 5.F T CLEAR OPENINO........... 5.7 S.F. APPLIANCE, AND AT LEAST 3 FROM WINDOWS/DOORSI- T CLEAR HEIGHT............... 24" MINIMUM WHENEVER POSSIBLE. m Lu T CLEAR WIDTH................. 20" MINIMUM HYDRONIG AIR HANDLER: 'PIGAL BATHROOM NOTE: i4 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" EXISTING �VAG �VAG 206 = OR APPROVED EQUAL 0 TO _� Qq TRN. II III�R BENCH N WALL BOARD 2.INSTALL (1) UNIT IN BASEMENT $ (1) IN ATTIC REMAIN p Q SM/GO 201 a 205 TRN 207 PROJECT: I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN ALL BATHROOMS 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES � - - - - - - - - - � �y ry Q � = J - f �- 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND THROUGH WALLS OR GEILIN6 - - - - - - - - - - - 212 Q 202 LL SHOTUB WERFLOORS SURROUNDS 4.INSTALLER TO PROVIDE BLOCKING, PIPING,AND 12 � STR 0 K E R ELECTRICAL AS REQUIRED FOR MOUNTING AND 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON INSTALLATION. - 4'-5y2" 3'-6" 4'-5y2 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT " RENOVATION 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER , �p TOWARDS DRAIN) UPON REQUIREMENTS OF A/C # HEATING SYSTEM (SEE m 3 -�' LINEN 2.5. WATER PROOF MEMBRANE TO COVER SHOWER THERMOSTAT FOR ZONE DESIGNATION FLOOR, WRAP DRAIN d ATLEAST 15" UP WALL5 6.PROVIDE HOT WATER COIL AND CONNECT NEW HOT • > O WATER/BOILER COMBO TO NEW COIL. FT-50-11 5M/G0 - } 3ARRIER WITHIN INTERIOR WA 5: HOT WATER PIPING INSULATION: -6 2I3 5M/GO 203 204 5 l0 50 HARBOR VIEW AVENUE W°RIOR WALLS WITH INSULATION TO PROVIDE A MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE a O 10 \ MATTITUCK N.Y. 11952 RAN5MISSION CLA55 (5TG) FOR AIR-BORNE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOP, THE 8:12 8:12 6-8 H. _ _ = NOT LE55 50 AS MEASURED IN ACCORDANCE FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 S R403.5: A-301 �� - 5-2 P O OSED PROP. MASTER \ -� rM E ao. Q a 5'-"I" WALL - O BATHROOM ►. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING -6 \�FAMI HEIGHT BATH OOM I68 5.FFLUIDS >105°F OR <55°F (R403.4) LY ROOM m 015IS.F u DRAWING TITLE: °FIGIENGI' LAMP5: 2. PIPING J" AND LARGER IN NOMINAL DIAMETER L - - - BELOW_ _ _ _ _ _ PROPOSED z 5 THAN dIO% OF THE PERMANENTLY INSTALLED L16HTIN6 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT _ _ _ _ _ _ BEDROOM z O > v - _ =n PROPOSED SECOND FLOOR PLAN 3 SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 220 S.F cV PROPOSED 'S EGG R404.1 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD Vm BEDROOM U Q 0 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 1( O 152 S.F 0 D Du O D 0 � SOFFIT 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS 5 , $ 0 OTHER THAN DEMAND RECIRCULATION SYSTEMS. SOFFIT D D 10 VENT ¢ A-501 - - - - - - - - - - - BATHROOM - - - J PAGE: '12 S.F DORMER 4 WINDOWS TO I 4 214 z AT f'` A-1.05m00 BE CENTERED ON FIRST I x -� I O FLOOR WINDOWS I A-401 Q B B T B B NATURAL LIGHT 3'-10" 7'-4" "1'-3y2" 'I'-3y2" '7'-4" 3'-10" 3'-5y2" DATE: 01 28 25 VENTILATION I 36-II IS-bye 9 OF 20 FLOOR AREA 220 S.F. S.F. REQ. S.F. PROV. F L16HT 117.6 S.F. 20.6 S.F. NATURAL LIGHT 4 REQ'I7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENTILATION VENT FLOOR 182 REQ'D 8.8 S.F. 11.6 S.F. AREA S.F. S.F. REQ. S.F. PROV. LIGHT 14.6 S.F. 20.6 S.F. REQ'D VENT '1,3 S.F. 11.6 S.F. PROPOSED SEOON7 FLOOR PLAN READ 1,162 S.F. HAE3I7A5LE SPACE; 1,8C& S.F. CR055 FLOOR ARFEA SCALE: I/4" = I'-O" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOw5 TO BE PROVIDED BY WINDOW MANUFACTURER �- '� CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q WINDOW CHART 5PECIFICATION5 CHART uj W EGRESS CLEAR ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT CONNECTION CAPACITY (Yj TAG COUNT TYPE MODEL # . TEMP. R R Q �, N WIDTH REO'D: 20 PER U UNINIT PER U U NIT HEIGHT REO'D: 24" (5.F.) (S.F) LOCATION MODEL O O WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5:7 S.F. N (L v BTUU5 GALLONS A 8 DOUBLE-HUNG TK26510 4'-0 2'-'1 4'-0 6.41 5A Lu z w }- (D L AT 2 DOUBLE-HUNG TW26510 2'-8 �" 4'-0 �" 2'-.7 4'-0 �" F [� 6.01 5A O C (V z O PROPOSED MECHANICAL EQUIPMENT a � `1 B 1-7 DOUBLE-HUNG TW3046 3'-2 4'-8 3'-1 11 4'-5 j 5.8 10.5 5.5 BOILER [.� BASEMENT Op O O 4- 1 BT 2 DOUBLE-HUNG TW3046 3-2 4-5 3-1 J 4-8 5.8 [� 10.5 5.5 �� HOT WATER HEATER Q l BASEMENT = N a m G 3 DO UBLE HUNG TW2652 2 5 5 4 :2'-'7 5 4 q."I 5.5 f O Q .-- d CT I DOUBLE-HUNG TW2652 2_5 5-4 2-'1 5-4 Q (2) AIR r �� (I) BASEMENT1 E RHEEM q.7 5.5 HANDLERS (1) ATTIC F—m-] 2 TRANSOM TWT2623 2'-5 �" 2'-5 �" IF 2'-"i I" 2'-5 a" FT_ 41 0.0 D 5 Q WEST SIDE OF � GONDEN50R5 PROPERTY n E 2 AWNING AW281 2'-8" 2'-4 2,--7 �,, ] 2'-4 J" I� F 4.4 1.2 �J APPLIANCES F 3 TRANSOM TWT3415 3'-6 i" 1- "1 g" 1� 3'-5 g" I'- "1 all 3.1 0.0 1 IF RANGE .[�( KITCHEN TBD FT 3 TRANSOM TWT3415 3'-6 i" IE i- '1 i" 3'-5 i" I'- "1 a" [✓1 3.1 0.0 LAUNDRY �J DRYER Q ROOM � 1 G 70 3 DOUBLE-HUNG Tw3446 3'-6 �" IF 4'-5 J" 3'-5 ill 4'-5 g" 11.6 6.4 U •— H 2 TRANSOM TWT5V5 3-10 1- -7 3'-Q I'- "i a', 5.4 0.0 W HT 2 7RAN50M TWT3815 3-10 �" 1- -7 g" 3'-a i" 1'- '7 a" [� 5.4 0.0 ,� J 2 DOUBLE-HUNG TW3846 3-10 4'-8 12.a 7.1 TRANSOM K I (MULLED) CUSTOM I'-'i �" 8'-O" I'-"f a" 6.5 0.0 U -IF- —717 LT I GLIDING 652 5'-O" IE 1'-II" 4'-11 4" I'-10 4" [� 4b 5.1 Q •VJ LJL W DOOR 5CHEDULE FINISH CHART tum DOOR MATERIAL STYLE - -- FIRE RATING I < TAG DESCRIPTION MANUFACTURER p A N 45 MIN. RATED NOTES LOCATION DETAIL WIDTH HEIGHT I- Q SELF-CLOSING MATERIAL 51ZE FINISH COLOR 3 � � i FIRST FLOOR INTERIOR F-I 01 FSWING THERMATRU 3'-O" J 6'-8" �� YJ1 (2) SIDELIGHTS WINDOW TRIM WOOD 5 TBD TBD ALL WINDOWS FLAT 102 SWING THERMATRU 2'-8" 6'-8" 1� GLA55 W/ DOOR TRIM WOOD 5 TBD TBD ALL DOORS FLAT 105 DOUBLE SWING JELD-WEN F6-O 7-O �� GRILLE5 _j 104 2 PANEL SLIDERS ANDERSEN 8'-O" '7'-0" WINDOW SILLS WOOD TBD TBD IFALL WINDOWS FLAT BASE ALL ROOMS; NO 105 2 PANEL SLIDERS ANDERSEN IF I� J6'-O" 7'-O" MOULDING WOOD O'-8" TBD TBD GARAGE OR TBD I�J SUNROOM GARAGE BULLNOSE ® ALL ROOMS; NO lob OVERHEAD TBD IEQ'-O" 8'-O" �� BASE WOOD O'-I" TBD TBD GARAGE OR TBD GARAGE II��JJj MOULDING 5UNROOM 10'171 OVERHEAD TBD "'-O" 8'-O" �I • I� ALL ROOMS; NO GROWN GARAGE OR GARAGE MOULDING WOOD 8 TBD TBD CATHEDRAL TBD 108 OVERHEAD TBD a-O 8-O SPACES IOa DOUBLE SWING JELD-WEN 5'-O" 6'-8" GRILLES H 110F_ SWING JELD-WEN I'-6" 6'-8" Z W III SWING JELD-WEN 2'-6" b'-8" p U 1127F_ SWING JELD-WEN 2'-4" 113 DOUBLE 5WING JELD-WEN 4'-8" b'-8" 114 SWING JELD-WEN 2'-6" b'-8" F Q 115 SWING PROJECT: II6 SWING JELD-WEN 2'-8" 6'-8" ' • �� 117 SWING JELD-WEN 2'-4" 6'-8" 11�00 ST R 0 K E R SECOND FLOOR R E N OVATI O N 201 717 DOUBLE SWING JELD-WEN IF 3'-4" 202 SWING JELD-WEN 2'-b" b'-8" 50 HARBOR VIEW AVENUE 203 DOUBLE SWING JELD-WEN 3'-4" 6'-8" MATTITUCK, N.Y. 11952 204F_ SWING JELD-W DRAWING TITLE: EN 2'-4" b'-8" 205 1 SWING JELD-WEN 2'-8" 6'-8" DESIGN SCHEDULES 206 DOUBLE POCKET JELD-WEN I=51-01, 6'-8" 20'7 SWING JELD-WEN 2'-4" 205 DOUBLE POCKET JELD-WEN IF 5'-0" 6'-8" PAGE: 20Q SWING JELD-WEN 2'-6" b'-8" 210 SWING JELD-WEN 2'-4" 6'-8" A-106m00 211 SWING JELD-WEN 2'-4" 212 SWING JELD-WEN 2'-6" b'-8" � DATE: 01/28/25 10 OF 20 213 —IF—DOUBLE SWING —JELD-HEN 3'-4" 6'-8" 214 -IF- SWING JELD-WEN 2'-4" 6'-8" ��...�� 1E BASEMENT �1 -IF- -IF 001 SWING JELD-WEN 3'-0" 6'-8" ALI 002 SWING JELD-WEN IE 2'-4" 6'-8" • r cdtt'e ` R ATRU 3'-0" 6'-8" • ".� l 003 Swl NG THE M A4 e 004IF- DOUBLE SWING JELD-WEN 5'-O" IF 6'-8" • f.r,.; i �� IF . Yq � d Q T_ O W W co (y) I IA / a N cl� c Lr) o � O } (.0 L � � 0 C N z O 2 d 'coLn _Y1' x � c\j 0 O O : LLT LiLLL]L _c o m •4 c� ILLL N O m / 5 C I Q 0 17 i W T 70 / JjdL A2 c) •— a D 4D lLdi _L L O O O LLA�+ IU O AT O O AT O b "'! -J 7 • 44 U c r LIJAL Q •- ❑0 0 ❑0 [ ❑� o❑ -ILLcnn1 N , ,� � W 18 �W 0LLLLw 1 11 0 w o qLLLLL GT , OG A-401 SOUTH ELEVATION (FRONT) 102 101 SCALE: 1/4" = V-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION IA ALASKAN YELLOW CEDAR SHAKE OPROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. O3 NEW HOSE BIB z w TYPICAL SIDING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 CONSTRUCTION 5TANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION Ib ALASKAN YELLOW CEDAR SHAKE w F- ONEW 6" 5EAMLE55 &UTTERS 4 DOWN5POUT5; HALF a ROUND; ALUMINUM; WHITE I IA O TYPICAL 8/4 X (o 'AZEK: WHITE (OR EO): PROJECT: I. PROVIDE AT ALL FASCIAS 2 2. PROVIDE AT ALL FRIEZE BOARDS STROKER O TYPICAL 8/4 X 4 'AZEK'; WHITE (OR EO): - -" i. PROVIDE AT ALL WINDOWS RENOVATION 2. PROVIDE AT ALL DOORS O TYPICAL 5/4 X 6 X 6 'AZEK': WHITE (OR Ea): 1. PROVIDE AT ALL CORNER BOARDSLLLLiiu 50 HARBOR VIEW AVENUE 5 MATTITUCK, N.Y. 11952 Oa TYPICAL I/2" X 12" 'AZEK'; WHITE;VENTED (OR Ea.)-. I. PROVIDE AT ALL SOFFITS a � DRAWING TITLE: io NEW WOOD FRAME STAIR 4 DECKING LJi ' 'i- PROPOSED EXTERIOR ELEVATIONS 4 4 N NEW A/G CONDENSER ON GONG. PAD OR OTHER �?u II GAPPROVED GROUND SURFACE (5EE FLOOR PLAN NOTES) b ) PROPOSED BASEMENT WINDOW AND METAL r 12 WELL I F PAGE: 13 TYPICAL 8/4 X 10 'AZEK'; WHITE (OR EO): 1. PROVIDE AT ALL DECK SURROUNDS;HORIZONTALLY I _201m00 STACKED W R WITH SPACE FOP, VENTING NEW DRYER VENT: IS a F=7 F=7 FF71 14 SEE NOTE ® PLAN LLI _iLLLE L-Li = = DATE: 01/28/25 11 OF 20 JLLd F=7 LLji iLIL LU-LL 15 EXISTING BRICK CHIMNEY TO REMAIN F= "A _L �LIL LLU ]Li[ NEW FLUE: idju L]Li F � LLLLL � � � � Liu] juiL I6 I. PROVIDE ZERO-CLEARANCEFLUE THROUGH ROOF IN a a Li fu WD. FR. CHASE (UL #105103 OROR UL #103 HT) - INSTALL AS a PER MANU. SPEC.'S. _Lf = I� 2.ENCASE FLUE IN NEW CHIMNEY WITH BRICK FINISH LLL a a a 10"f 106 3.PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR 108Id IL L '. EQUAL) AT ALL PENTRATIONS AT FLOOR5/WALL5/CEILIN675;PRODUCT CONFORMS TO /�`J,,� }� AECH E ICA FLUE E E AND UL 10" SSTELEVATION ( I�.J I I T SCE) Jam ) 4.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 50ALE: 1/4" = P-O" IT NEW BLUE STONE DECK PROVIDE PERMACAST COLUMNS AS PER IS PLANS; FINISH TO BE WHITE ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM d CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION C) Lu IA 11J ALASKAN YELLOW CEDAR SHAKE c J Q t N OPROVIDE CONGEALED FLASHING AT ALL ROOF C Lr) INTERFACES. O r- O O3 NEW HOSE BIB L I z O I IA O C (V i a. ' d- TYPICAL SIDING. cuLn - C - � N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O BEFORE INSTALLATION 15 c O m J c N O ALASKAN YELLOW CEDAR 5HAKE Q n- 2 ONEW b" 5EAMLE55 OUTTER5 $ DOWNSPOUTS; HALF ROUND; ALUMINUM; WHITE III IT 11 11 IT 11 11 IT 11 11 1 11111 1 111 111111 111 1n , W O TYPICAL 8/4 X b 'AZEK'; WHITE (OR EW: LjLLu �.._ I. PROVIDE AT ALL FA501A5 2. PROVIDE AT ALL FRIEZE: BOARDS LLL O TYPICAL 8/4 X 4 'AZEK'; WHITE (OR EQ.): LL I. PROVIDE AT ALL WINDOh15 2. PROVIDE AT ALL DOORS q LL, N 1 • OS TYPICAL 5/4 X 6 X b 'AZEK'; WHITE (OR EQ.): 1Ld LILU. PROVIDE AT ALL CORNER BOARDS O +�d O O BT BT BO BO � m W- / • - LJ� O LILL Li TYPICAL 1/2" X 12" 'AZEK'; WHITE;VENTED (OR EQ.): I. PROVIDE AT ALL SOFFITS 1.111 !LLaLLiMLLUAiLuil F.F. Oz U r to NEW WOOD FRAME STAIR 8 DECKING III I II NEW A/C CONDENSER ON GONG. PAD OR OTHER MIN. MIN. II APPROVED GROUND SURFACE (5EE FLOOR La IL JI I L il LL L LL n` PLAN NOTES) IIIT 0 T 0 OO OF VJ tj PROPOSED BASEMENT WINDOW AND METAL O O O O cl 8 IO Q O O = TYPICAL 8/4 X 10 'AZEK'; WHITE (OR EQ.): 13 1. PROVIDE AT ALL DECK SURROUNDS;HORIZONTALLY aliuja 105 104 STACKED WITH SPACE FOR VENTING 0 r• I I I 1 11 1 1 ( 1 11 11 11 11 11 11 11 11 11 11 Ffll1 ONEW DRYER VENT: 14 SEE NOTE ® PLAN 15 EXISTING BRICK CHIMNEY TO REMAIN �LT _LL — A HT HT 13 NEW FLUE: NORTH ELEVATION (REAR) I6 I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF IN WD. FR. CHASE (UL #I05 OR. UL #105 HT) - INSTALL AS PER MANU. SPEC.'S. SCALE: 1/4" = P-0" 2.ENCASE FLUE IN NEW CHIMNEY WITH BRICK FINISH 5.PROVIDE "ABESCO FP200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENTRATION5 AT FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A5TM E &14, A5TM E 54,AND UL 14'19. 4.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". I"I NEW BLUE STONE DECK PROVIDE PERMACA5T COLUMNS AS PER IS PLANS; FINISH TO BE WHITE 2 N 0SIA F- Z W n O LLL ILL 44 6 ui a 0 5 PROJECT: STROKER RENOVATION 8 50 HARBOR VIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS .ry xN_ LLLU LLLLLLLd Ib dJ Q ;4U O O O U O O PAGE: a FT FT FT 17 i DATE: 01/28/25 12 OF 20 I 3 12 � I " " " " III I1 Lu L1 ,I l I � � Inn � �ll I � � IIIIIII �� 0I I � � IUU � III NEST ELEVATION (LEFT 5II7)E) SCALE: 1/4" = P-0" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP): n- OI I. INSTALL NEW CEDAR SHAKE ROOFING. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL (1) LAYER OF I5# BUILDING FELT UNDERLAYMENT L1J (OR EQUAL) FOR PITCHES OVER 4:I2,AND (2) LAYERS L!J J (B FOR PITCHES FROM 2:12 TO 4:12, OVER (y) 4.1/2" GDX PLYWOOD PROPOSED RIDGE HEIGHT SHEATHINS (BLOCK ALL SEAMS) 4-1 CV 5. GAP 5HINOLE OVER RIDGE 8 HIPS (AS REO'D) ELEV. +25.4' — u') 6.PROVIDE RIDGE VENT(AS REO'D) 'T. FLASH ALL VALLEYS I I II _� 5.INSTALL DRIP EDGE AS REQ D 12 9. INSTALL ALL AS PER MANU. SPEC.'S 8 O >: (.0 tiNFROPOSEP RIDGE HEIGHT _ L z O2 TYPICAL ROOF 4 CEILING CONSTRUCTION: ELEV. +25.2' O O_ CV i • NEW ROOFING AS NOTED a .O • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD i i X CV SEAMS) O �+ • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER ,; ^ , L _c OO coCfl 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) - `N 4-+ CDLI) • R-49 BATT INSULATION Oi u� C N O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES u� 12 '� Q 0 Q: Q I 8 NEW EXTERIOR WALL CONSTRUCTION (TYP): 2 O3 • HOUSE MEMBRANE (SEE 51DIN6 NOTE FOR SPEC.'S) UPON PROP. ATTIC • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON • 2"xb" STUD5 ® 16" O.G. w/DBL. TOP PLATE _i__ • MIN. R-21 BATT INSULATION • 5/5" GYPSUM BD. WALL FINISHULLL�l_ PROP. NEW SIDING NOTE (TYPJ: EXISTING SECOND_ FINISHED FLOOR MASTER BEDROOM O 1. INSTALL NEW SIDING AS PER ELEVATIONS UPON O ELEV. +10.4'iLliLLM`1 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY Ll - LLLLA-L ! , 4.INSTALL ALL AS PER MANU. SPEC.'s - LLdLLL v • 5. PROVIDE ALL NECESSARY TRIM FOR PROPER r Ti INSTALLATION °N N ►� 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL m O TYPICAL FLOOR CONSTRUCTION: - PROP. PROP, PROP. 5 I. FINISH FLOORING TO SELECT EXISTING SECOND FINISHED FLOOR MASTER BATHROOM WALK-IN GL. MASTER BEDROOM • w ILL 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED b SCREWED ELEV +104' 3 r 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL , . it y 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 U AND FOUNDATION;BETWEEN SECOND FLOOR AND LiLL 6ARA6E) L 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS ILL PROP. GARAGE Q LiLl BASELINE (AVERAGE GRADE) 01 ^` ELEV. +0.0' �J,J PROP. GARAGE BASELINE (AVERAGE GRADE) TiLl ELEV. +O.O' m� SEOTI ON I - I/A-501 SEOTI ON 2-2/A-501 SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" uu uuuu uu uu uuuu uuuuuu _ _ Z I,f_j_I f _j,�_I�I I_� _ _ —_—_ PROPOSED RIDGE HEIGHT w ------ELEV. +25.4 12 8 n PROP. ATTIC 2 w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 I LI IJLL I( _ _ PROPOSED RIDGE HE I2 -_-_-_ELEV+i-1,2' �5 PROJECT: LLLLi I2 _ 6 I STROKER � � 3 2 1 RENOVATION 12 PROP. r 5 MASTER BATHROOM EXI5TIN6 SECOND FINISHED FLOOR 50 HARBOR VIEW AVENUE ------ ELEV. +10.4 MATTITUCK, N.Y. 11952 y DRAWING TITLE: . m m o - BUILDING SECTIONS dJ i — g 1- 3 XX UJ 4 u 5 5 PROP. KITCHEN _ ____ _ PAGE: PROP. SUNROOM EXIST. FIRST FINISHED FLOOR EXIST. FAMILY ROOM PROP. GARAGE ELEV. +1.5' BASELINE (AVERAGE GRADE) A BASELINE (AVERAGE GRDE) _ BASELINE (AVERAGE GRADE) A-30LOO ELEV. +O.o' ---- —'---- ELEV. +O.O' ELEV. +O.O' PROP. CRAWLSPACE I I - DATE: 01/28/25 13 OF 20 m I I r I I A-402 PROP. BASEMENT EXISTING BASEMENT SLAB EXIST. BASEMENT ------- ELEV. -7 5' SECTION 5-3/A-501 EOTION 4-4/A-501 SEOTION 5-5/A-301 SECTION G-G/A-501 SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-o" SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-o" 5" THICK REINFORCED CONCRETE COVER; IF PLACED UNDER DRIVEJeWr' 24" DIAMETER INLET a' COVER TO BE TRAFFIC BEARING SLAB &RATE & FRAME; IF < &BASS SHOULDER AREA OR PLACED UNDER DRIVEWAY 0 DEFINED SURFACE COVER ORATE TO BE CAST IRON LL1 LLI o Cy) 01, z I El cl 11 0 0 11 11 11 11 El 0 0 < 1 0 0 0 c 11 11 0 El 11 11 0 4-J co I C 0 El 0 0 0 0 0 0 0 El z -III1 0 0 D 0 0 0 0 0 0 0 0 c: C\j 0 1 r7 M M M M M cc u') I F x cm C) 0 4- 0 4-J PRECAST CONC. m — ILO (SRO 0 LEACHINO RING. SEE -c 0 a""'4-J Lf) TAR CALCULATIONS ON CV L) ku SITE PLAN FOR REOV \ < 0 b EFFECTIVE DEPTH MIN", DIAMETER AS PER SITE PLAN MIN. CLEAN SAND 4 6RAVEL FILL (D DR-TeNELL DETAIL INS INS IA-401.00 50ALE: 114" = 1'-0" 4-J 7C) 1. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER, 5. APPLY BILL FLA5HIN6 AND 4. INSTALL WINDOW AND APPLY 55.. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER n 1 D OUT MODIFIED AND WRAP AROUND SILL PqINDON SEALANT JAMB FLASHING DOWN AND TAPE OVER CUTS AND SIDES OF PqlNr,>OH OPENING + EXTERIOR 5HEATHIN6 AS PER SECTION NOTES 0 c NATER—RESISTIVE BARRIER NIM7)ON FLASHINO (EXTERIOR DOORS FROM NlNDON MANUFACTURER) SIDING MATERIAL AS MR SECTION NOTES IA-401.00 BUILDINrw PAPER $ HOUSE WRAP < 50ALE: NT5 TO FULLY OVERLAP FLASHING Qm (D 1711 FLA5HIN6 514"x(o" P.T. DECKING cl N.O.N. 0 PLAN/ OAP FOR 5ECTION/DETAILS) DRAINAGE 1z" METAL DTT DECK TENSION .JOISTS AS PER PLAN FASTENED W(2) NO \-TIE BY 'SIMP5ON' (OR rp/e>" (P x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) LAO BOLTS 0 16" O.C. INTO MUD SILL 4- RIM 15D.;MEN a FOUND. WALL FASTEN COUNTER W(2) 5/&"0 x 5" LONG APPROVED FLASHING P.T. DECK J015T MASONRY ANCHORS a 1611 O.C. AS PER PLAN FOUNDATION IIALL-t:�� HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE 4-' L F-D O E R CONNECTION DETAIL SPECIFIED ON SIDE OF STAIR IN ACCORDANCE 1,4/MANU. 5MC.'s; PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO IA-401.001 SCALE: 1" = 1'-0" PITCHED METAL STAIRWAY;SEE HANDRAIL &RIPSIZES ADJACENT .JO15T HANGER BY 'SIMPSON' OR EQUAL FINISHED FLOOR IY2" MIN. SPACE BETWEEN WALL AND HANDRAIL 5/4" PINE RISER NOTE: z w I. IF FINISH MASONRY USED (SUCH AS 2 5% FINE TREAD 5TANr�)ARDS FOR ORIFFABLE HAND RAIL BLUESTONE) - MASON TO ADJUST 2 4 HOHIT Or LANDING AS REO'P TO 0 5CALE: NT5 ACCOUNT FOR FINISH MASONRY 0 2. ALL HORZ.SURFACES SHALL BE PITCHED loll CR055 5ECTION 0 1:48 AWAY FROM BUILDING MIN. 2� HANDRAIL I" ROUNDED NOSING - OIROULAR NON-01RCULAR 5. FOR SLABS ABUTTING FRAMING, INSTALL I CLEARANCE COPPER FLASHING FROM 12" ABOVE AND 1-4/4" RADIUS ADJACENT TO SLAB, BEE) ALL FLASHING (NOT INCLUDED IN IN A5PHALTIC MASTIC TREAD DIMENSION) X 4" P.CONC.SLAB 1 4" (04 �1`211 11 // H/6X6 10/10 Kw �// 2Y4 STAIR DRAINAGE CALCULATIONS: UPON COMPACTED 1-7 FF-Ri- 0 A . WIDTH = 4'-0" FILL PROJECT: MIN." METER MX STAIR 'a GRADE t-:z PROPOSED NEN AREA= 45 S.F. 45 Sc. Ft. X 0.1'7= "7.51 REBAR BENT TO U 0 1 * - -=== ==. STROKER '7.51/5.1= 2.4 VERT. PT. OF 2' MIA RING RE0. SLAB AS SHOWN ----------17 PROVIDE (1) :2' DIA. X 5'-0" DEEP STORM • /77 z Lu WATER LEACHINO SYSTEM RENOVATION JU (1)T P#54,REVA R aNDA / - k -\/\/\/ �/ (5) 2"x12 5TRINOERS aw/P-21 X \ \ 50 HARBOR VIEW AVENUE INSULATION, IF UNDERSIDE 15 FACIN6, MATTITUCK, N.Y. 11952 STORAOE/NON-HABITAL SPACE a iiA Ix 1011 X"\\ \j t-4N. .' • - z CO C D' DRAWING TITLE: LANDING '\/ ��%�%//�� FL,vy eyp. em. \/ ////%//%//%/// 5TORAOC UNDER ADESIGN DETAILS %I . :4 Ktt5^R 0 10"' (WHEN AFFLICALBEY 4" P.CONC.SLAB wl 211x4ll t!.w- X j\\ \O.C. (MIN. 5) x 1x/1'X/ 6"xb" 10 k4 AM KEYWAY UPON COMPACTEDFiLL X/ 'X 4"DRAIN 00 NE TO EXIST.. IN LINE \X, NOTE: '( �/ xxxxxxx ALL P. GONG.0 m , PAGE: "\X,\X,\ SHALL BE -tOOO PSI PIN) TREATED 2"xI2" SILL FOR CONTACT #4 REEAR CONT. 0 10" O.C. (MIN. 5) /X H/CONC. OF APPLICABLE) x\� \\\�\/'� //\/ 1\ / \//Y/ J" FIN15HF-r,) (1) #4 REBAR CONT. `x XXX >\ 11 A-401m00 #5 BENT REEAR a 12" O.C. •- �\\�011 N a" THK. P. GONG. WALL—:;,41 y \\\Z \X\/\ A v X/' XX (1) #4 REBAR. CONT.- .' -i 0 N \\'�/ 'm mxmx\ "I DATE: 01/28/25 14 OF 20 ,-All X//\;>>'x>/xx/\>'>'/ N 15" HIDE x 12" DEEP Y/ X P. GONG. FTO. INTERIOR NOOD STAIR DETAIL (2) #5 HOR. REBAR-/• 5"� v IA-401.00 50ALE: 5/4" = 1'-0" EXTERIOR MASONRY STAIR DETAIL IA-401.001 SCALE: 5/4" = P-011 PROVIDE BEAM SPLICE CENTERED ABOVE COL. WHEN NOTED ON PLANS lie (4) 3/8" H.D.C. LAG a -�- TYP. ROOFING (SEE Q 74BOLTS (PREDRILLED) SECTION NOTES) 0 TYP. ROOF CONSTRUCTION W (SEE SECTION NOTES) LLJ (D — — — — - — �— — — — — — 'SIMPSON' H2.5A p,S PE Q a-J N \ \ RAFTER TIE QY •E Lo IL/ — — — — — — — PERMAGAST COLUMN AS d W O 3/8" THK. PER PLANS; INSTALL AS 13 p _ -� O STL. PL. �411 3/8" THK. H.D. PER MANU. SPECIFICATIONS Q ii GALV. PL. w O MI 2" 5QUARE BALUSTER OF O O N Z O m Z O N O !STYLE TO SELECT) a •C6 Lf) Y CAP PLATE 'A' Q FASCIA BOARD x =3 (V 51MP50N H2.5A RAFTER p d u= O 0 0 �+ C4 FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE TIE (OR EQUAL) m p m O m � � LVl_ LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER POST BASE PER MANU. 5/4"xb" P.T. DECK BEAM AS PER PLAN O N O C6 OR 3.5" WIDE PSL SPECIFICATIONS BOARDS Q d O /BEND REBAR FINISHED STONE SLAB 4" GONG. SLAB (2) 1/2"4> HOT DIPPED 6ALV. \j PROVIDE BEAM SPLICE 15 NOTE: BOLTS ® EA. POST w/ OVERSIZED ALL P. GONG. SHALL CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG • : _� , , ° ,° ° P.T. D.J. A5 = WASHERS 4 END NUT PREBORED WHEN NOTED ON PLANS BOLTS (PREDRILLED) BE 4,000 PSI (MIN) �__�__ - PER PLAN z z INTO BEAM, POST, DECK TIE 4 PERMAGA5T COLUMNS AS PER PLAN RIM BOARD A55EMBELY — — — — — — — — — — — — — (I) #4 REBAR I I \//�// 4" P.GONG. SLAB w/ = w/ "51MPSON" PC64 (FOR 5 PLY BM) CONT. ® TOP •11, ° / OR SIMPSON 5052-2/4 (FOR 2 PLY GOMPAG ITEM FILL UPON (V Z - SOLID BLOCK a iv O.G. � BM) POST GAPS f \ #5 REBAR ® 36" O.G. (2) 5IMP50N DJT14Z (1) I/2"0 H.D. &ALV. THRU U 6RADE II• \/\/\ BAGKFILL DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER 1I> I / ° I• \\/\� OMPAGTED EA. POST 4 END NUT PREBORED INTO 4$ THK. P. '•r W EVERY 6" POST 4 DECK J015T TIE M GONG. WALL p1 II \ ��/\\ SIMPSON ADA4!il 4_j Ipi I / // / ® COLUMN BAS . _ _ _ _ _ _ _ _ _ I�•II , \\ EXTEND FOUND. WALL 4 FT6. AT #5 BENT REBAR III - v //\/ COL. PER FOUND. PLAN;PROVIDE 4"x4" P.T. P05T ® 56" O.G. II tI -1 \ ADDITIONAL (2) #5 VERT. REBAR 3/8 THK. / I i l I • _(L 6RADE 3/8" THK. H.D. 1111 / IN GONG. WALL BENEATH COLUMN II I _ STL. PL. /4 _ (1) #4 REBAR 111 / CALV. PL. CONT. ® BOTTOM I�'II, • \ \\\ ¢ (I) #5 HOR. REBAR IN 12",P 'SONOTUBE' FILLED II II II /\ \ ENLARGED 17-T6. SOLID w/P. GONG. CAP PLATE S' P. GONG. FT6.18" WIDE x 12" DEEP ° ii \�/j\ (MIN. 4,000 PSI) ° z GOB R l7 'ORG 17 T I _tl / FOR CONNECTION OF STL. COL. TO (5) I-3/4" WIDE Il° ` \ i o p -402.0 _ • LV!_ LUMBER OR (3) 2" WIDE OR (4) 2" WIDE =J,1 SCALE: 3/4 I O (n DIMENSIONAL LUMBER OR 5.25" WIDE PSL (5) #5 HOR. A/\ EXTERIOR MASONRY DECK W REBAR P _� \ FOUND. WALL 4 FT6. n 9 E CENT PROVIDE ERED ABOVE COL 8 II (4) 3/8" H.D.G. LAC 2 MASONRY FORGH 17F_TA I 4 EXTERIOR NOOl7 DEC,,< 17F-TA I L " - 5/4"x6" P.T. WHEN NOTED ON PLANS BOLTS (PREDRILLED) ?�-402.0 SCALE: 3/4" - I -O A-402.0 SCALE: 3/4" - I -O — — — — - — DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 112 — — HEIGHT P.T. RISER ° ° 4 °- -° ° - --- - --- - - DECK BOARDS 2"x BLOGKIN& ® EA. 17Z _ STRINGER TO MATCH SIZE OF P.T. DECK JOISTS 3/8" THK. .44 3/8" THK. H. FASTEN 5TRINCER TO D. BLOGKIN& (MIN. 6 STL. PL. /4 GAL\/. K. CAP PLATE 'C' 2'-O" LAP ,. FASTENERS) (TYP.) (TrP) FOR CONNECTION OF 5%. COL. TO (5) 1-5/4" WIDE L\/L 4" THK. x 8" WIDE x WIDTH 2"xI2" P.T. STRINGERS ® 16" O.G. (MIN. 3 STRINGERS LUMBER OR 2 WIDE OR (4) 2 x WIDE DIMENSIONAL ---------- -- _- _-r OF ALL REBAR WITHIN P. GONG. OF STAIR P. GONG. PAD J i:�� EA. STAIRWAY) j LUMBER OR 5.5.25 WIDE PSL AS WELL AS (2) I-3/4 WIDE �- --� PROVIDE 3 (MIN) GONG. COVER LVl_ LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER I I I FOUND. WALL5 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING „ 2 xb P.T. BLOCK IN BETWEEN R CONNECTION 'D' IN '> NO IC: ______ ----_--_--- AS PE �-_--- _— I I "TYPICAL EA. STRI N6ER. FASTENED TO � �- fi PROVIDE INSULATION REQUIR ENTSMENU S/STRA PIIOR NG P. GONG. PAD w/ 19/64" x m ALL DEGKIN6 SHALL BE FASTENED 8'I I I jI BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" C1A2" CONCRETE IBURN (OR EQUAL)W5 By t- w/COATED DEGKIN6 SCREWS BY "DECK MATE" (OR EQUAL) II PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. \ I�2 ————_ (WHEN APPLICABLE) (3) SCREWS PER BLOCK O" MIN. N j iI FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES 6RADE - GRADE z I iI NOTED ON PLAN UPON SILL SEAL UPON COPPER `t #5 REBAR (TYP) DL I I I TERMITE SHIELD S o 3-I/2" O.D. 5CH. 40 HOT O.D. BENT O I I I NEW 5/8"O HOOKED ANCHOR DIP CAL\/. STL. COL. REBAR (TYP) N�- I I I BOLTS O.G. w/ 3" SQUARE EXTERIOR MOOT] STAIR 17 E TA I L. _ (ASTM A123) AS PER II I WASHER 4 ENDNUT PLAN WELDED TO PL. II I I A-402.C7) 0 SCALE: 5/4" = 1'-0" r 8"x8"x3/8" THK. I I I r� ^.� STL. BASE PL. I I I <. °II�< o \ 0 (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO II' FOOTING MIN. 4" W/ I #4 HOOKED VERT. 11 PROJECT: REBAR ® 48" O.G. 11 SHER END NUT SETUP °q CORNER CONNECTION I es STROKER I . RENOVATION 545E PLATE 'A' 11 ASPHALTIC DAMP 11 6RADE PROOFING TO EXTERIOR I� STL. GOL.UMN Gig 1� 5 1=L. T DT I L_S #5 REBAR (TYP) 2'-O" LAP -- — - (�,P) +� 50 HARBOR VIEW AVENUE A-402.0 SCALE: 3" = 1'-0" MATTITUCK, N.Y. 11952 ——————-r— -i-——-r————————— P. GONG. FOUND. WALL I —� NOTED ON PLAN 5 I I I (MIN. 4,000 PSI) -------------- alb ° _-�' _ NEW STL. GAP FL. 'A', 'B', DRAWING TITLE: 8 II _ OR G (PER BEAM CONFI6) FLOOR WOOD BEAM ——-}I———————— 11 WELDED TO COL.;SEE GAP AS NOTED ON PLAN 11a: - - PL. DETAILS DESIGN DETAILS II #4 HOR. CONT. REBAR ® 1 NEW 5-1/2 OR 5-1/2 (AS TOP, MIDDLE, 4 BOTTOM OF °11 - z NOTED ON PLAN) O.D. I it WALL (5 TOTAL) jl —0— NEW BASE PLATE A STL. COL. ASTM A 23) --------- ---h--IL--II------- I. = WELDED TO COL.;SEE FLOOR SYSTEM AS I I I II < jl ° O BASE PL. DETAILS FOR AS PER FOUND. PLAN BY NOTED ON PLAN I I i II I' — BOLTING SIM5 STEEL (OR EQUAL) NEW STL. GAP PL. 'A', '$', Q P. GONG. CONT. FT6. Ip OR 'C' (PER BEAM GONF16) FLOOR WOOD BEAM I I II c - - " AS NOTED ON PLAN -1 I I I I #5 BENT (MIN. 4p00 Q5U Ila AT CON(:,.GD. SEAMS (TYP) I NEW 4 THK. P. PAGE: WELDED TO COL.;SEE GAP - (5) #5 HOR. CONT. REBAR GONG. SLAB PL. DETAILS " O (TYP) — _ I I REBAR NEW D O L N) O.D.(AS tV�' i i I 4" P. GONG. SLAB ° II _ A-402mOO NOTED ON PLAN) O.SGH 40 HOT DIP GALV. ° . a . ua NEW BASE PLATE 'A' IWELDED TO COL.;SEE ° BASE PL. DETAILS FOR 5TL. COL. (ASTM LAN ,, AS PER FOUND. PLAN BY BOLTING 51M5 STEEL (OR EQUAL) I I I ° c^J _____ 6 MIL POLY _ a ,'�~ 4" &RAVEL BASE ° • ` DATE: 01 28 25 PROVIDE GOLD JOINT I I I MOISTURE RETARDER — „ _ NEW (5) #5 HOR. AT GONG. SEAMS (T'PPJ NEW 4' THK. P. I I I I I I I - 3 I I 4 REBAR UPON (5) #5 15 OF 20 GONG. SLAB ( 4" GRAVEL BASE ( ' — _4,': I NEW 24"x24"xI2" HOR. REBAR (6 TOTAL) �i II ° PROV. GLEAN — I I DEEP P. GONG. PAD ° COMPACTED FILL v a a •• �� L�3° •, °v. u COMPACT FILL FT6. (MIN. 4,000 P51) \(J� $. ° a• • 'T' CONNECTION a 4" &RAVEL BASE • °.. ,° ° ° NEW (3) #5 HOR. _= = __�_=====`a=� °• __.__,�� RE aBAR UPON (5) #5 \ / NEW 5 Ux36IIX0" �/ HOR. REBAR(b TOTAL) REBAR OVERLAP ERL AP ETA I L- FOUNI�AT I CN NAL.L. 17ETA I L- DEEP P. ClONG. PAD \�3" — ,`' ` COMPACTED FILL A-402.0 „ _ - „ A-402.0 „ _ - „ ; FT6. (MIN. 4,000 P51) \- I --- I SCALE: 3/4 I O SCALE: 5/4 - I O 8 STEEL. COLUMN FOOT I NO 17ETA I L. STEEL. COLUMN FOCTI NO 1:;)F-TA I L. A-402.o _ SCALE: 3/4„ - I'-Oil A-402.0 SCALE: 5/4" = I'-O" OEND AL 5"-r��50L <E*%r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu CD5TL. WHEN APPLICABLE) M NEW �I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL L0 WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 b-) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. = -6 7 0 NEW 2-HR FIRE RATED a✓ _ WOOD FRAME (L.G. STL. O (U z Q WHEN APPLICABLE) a. •cz ul c 2 X = (V O O O 4-+ J` Om •� r- � CV 4-1� c>3 t.!) Q d 26 STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: AS FOLLOW5. NOTE THAT THESE DE516NATION5 DO NOT IMPLY SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD 4 SILL SEAL FRAMING REOUIREMENT5. W • ANCHOR BOLTS AS PER PAGE 6-005 • P. GONG. FOUND. WALL AS PER DETAIL UPON M--E] (2) 2"x4" POST ®---� (2) 2"xb" POST • P. GONG. FOOTING A5 PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. (5) 2"x4" POST M I� (5) 2"x6" POST �� • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / ®----E (4) 2"x4" POST ®••--E (4) 2"xb" POST V - STOOPS (WHEN APPLICABLE) dJ dJ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET - - - - - FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) ®----❑ (5) 2"x4" POST OR~-❑ (5) 2"x6" POST by2" M _V41:2 HOEDOWN (IST TO 2ND� FLOOR): - - � a - �_ - _ -�- - __ - - �_ - a - - - - - -�- - - - - •A 5-1/2" O.D. 5GH 40 5-1/2" O.D. 5GH 40 - HOLDOWN 'A' AS PER PAGE 6-003 STL. COL. (ASTM ('�___f� STL. COL (ASTM - AI25) OL SI S `' u AI2S) BY 51M5 (5) 2"XIO" P.T. 61RDER (5) 2"XIO" P.T. 61RDER (5) 2"XIO" P.T. 61RDER OHOLDOWN (FOUNDATION TO IST FLOOR): IO IO 10 2B HOLDOWN 'D' AS PER PACE 6-005 STEEL (OR EQ) STEEL (OR EQ) v O5 BEAM POCKET: Ll f _ U c I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL a I=•0 x o cV T�1 WIDTH OF BEAM, FOR A LENGTH OF � THE WALL pc ® (V p O I vJ SOIL BEARING CAPACITY NOTE: THICKNESS (5.5" MINIMUM). STRUCTURAL OF FOOTINGS ASSUMES A SOIL j-I T" \� • 2. PROVIDE " AIR SPACE AROUND ENDS AND TOP OF BEARING CAPACITY OF 1.0 TONS/S.F. BEAM TO PROMOTE AIR CIRCULATION 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND STRUCTURAL PLAN NOTE: (�1 CONCRETE INTERFACES CONTACT ARCHITECT IF NEW (L W 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN 2B - 12 _ B b'-IJy2" b'-1 y2" b'-IIy2" 6'-IjY2° FOOTING TO BE STEPPED TO Q - - - - - - - - - - - - - - - - - - FOLLOWEXI5TIN6FOOTIN6 PLACE ONCE BEAM PLACED. _ _ _ _ _ _ _ OTYP. 5TL. COL.: - SEE NOTED DETAIL AS PER PLAN -• - y - - - - - - - - -1- -r� Ip (5) 2"XIO" P.T. GIRDER Ip (5) 2"XIO" P.T. GIRDER �ry POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I 12 I b ' 2B B O5 RESERVED I'. L - - - - - - - - - - - - - I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - - - - - - NEW I6"x5" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAIL X/A-XXX. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. O I I I; I I I I DRILL 4 EPDXY PIN (b EMBEDMENT) FT6. 4 FOUND. WALL 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION � (2) 2"xIO" P.T. HDR. INTO ADJOINING FT6. 4 FOUND. WALL OF BASEMENT. SHALLENTIR BE TY OF POUR. CONTACT HE FOUR SITE SHALL ARCHITECT WHEN HATER DRY FOR OENCOUNTERED. RESERVED 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT i j I ry ry I I I,- NEW REINFORCED P. GONG. SLAB 28 DAY5 AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. O8 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 5. 4" (MIN) GRAVEL BASE W R I5 GRADE 60. WM FOP, SLABS DO NOT NEED TO BE COATED. I - - 1 FOUND 4 POSTS FOR WD. DECK: -by2 -by2 - PC. P.T. P05T 4 P. GONG. PIER UPON FOOTING AS PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS f I'' 4 4 - DECK DETAIL (TYP) SHALL BE STAGGERED. ; L- - - - - - - -(3) 2"xlo" P.T. - - - - � L - - '!. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN 3 2.O FOUND 4 POSTS FOR WD. DECK: E 1.'15"XII.B'15" Q 5 2.OE I.75"XI1.815" 3 OE 5"XII.B"15"O I _ _ (4)i(� I LVL DRP. HEADER LVL DRP. HEADER PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, - - - - - - - - LVL DRP. HEADER - LVL DRIP. HEADER 10 O - J J I 1 4 x4 COVERA&E5, AND PLUMBNES5. L L 4 8 L P.T. POST UPON 12 Q' P. GONG. PIER, A5 PER � 3 DETAIL X/A-XXX. . CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WEIGHT I I WIC EXIST. 2"xIO" F.J. CONCRETE. I Ll-oll I Ip 016110.0. FOR WOOD STAIRS ® GRADE: - d II 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON I Q I I I I - 6" GRAVEL UNDER 2"xl2' P.T. STAIR STRINGERS ® GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE i MAX. Ib O.G., U.O.N. (MIN. 5 STRINGERS) I N Q DBL EACH JOIST I I X TYPICAL LEDGER BOARD ® EXT. DECK: I � I I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TO THIS LINE I �- CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I ? N I I N 12 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 9j I FI ® I I I z 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAO BOLTS I' I I O I N I I I w 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I z lu 5. INSTALL H.D. 6ALV. JOIST HANOER5 BY 'SIMP50N (OR -i I I n I-. p EQUAL) 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL IL I j Om 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 CONFORM TO AGI 306. :• „ I I 0 0 I F I :1 C BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN lo° F OF CONCRETE. w I5 INTERIOR LOAD BEARING WALL: I I I x I I I - - - - - - - - AS INDICATED BY HATGHIN6 4 DASHED OUTLINE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Lu I I 0 SINGLE SPAN STRUCTURAL MEMBER: REMOVE AS REOV. I i 15 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ` °•°. ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. PERMITTED WHEN NECESSARY. J - - - T I I PROJECT: STRUCTURAL PERMACAST COLUMN (1.500 L.BS): "f. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER ' I I I I I EXIST. 2"xl0" F.J. 16 STRUCTURAL SQUARE PERMAGA5T COLUMN w/MIN. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - - 1,500 LBS LOAD BEARING CAPACITY. BEAM I _ _ _ _ EXIST. WbX15 STEEL BEAM I I_ _ - - - - - O.G. I ( I ST R 0 K E R PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. _ � COLUMN, AS PER MANUFACTURER SPECIFICATIONS. I _ _ a PERMITTED ITDO BE ADDED T01 CONCRETE MIXTURE AS PER AGI 506 I I I RENOVATION (ASTM C4Q4/C4014M, TYPES G AND E), I I I I EXIST. 5"COLUMN (TYP) - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL I I I I I ____ AREAS EXCEED ONE SQUARE INCH. I - - I 71 �, ,�I I I I - - � � I I I I 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED Li1 I 50 HARBOR VIEW AVENUE TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I _ _ I i�\� I I MATTITUCK, N.Y. 11952 REACHED A COMPRESSIVE STRENGTH OF 800 P51. L - - - - - - - - - - - - - - - - - - PROPOSED 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. MECH. ROOM - - - - - - - - - - - - - - - - - - � 11165.P Imo\ 7 I I I DRAWING TITLE: 5M/GO i I I PROPOSED STRUCTURAL PLAN I - - - - - - - - - - - -� I I F- L - - - - - - - • i - - - - - - - --- - - - - - ----==I I - - - - - - - - - - - - - -- - - - - - - J OEl J I i _ _ _ _ _ _ _ PAGE: I • . I I L- - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --= I E I IPI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S-101000 - - - - - - - - - - - - - - - _� _ _ _ - � I Q DATE: 01/28/25 16 OF20 - - - - - - - - - - - - - - - - - -0- ; 14'-0" 41'-I 1" fi ROFOSEI7 FOUNDATION STRUCTURAL PLAN SCALE: I/4" = I'-O" (5E `FERAL 5 I I " I50L <E I : EXISTING TO BE DEMOLISHE NEN PARTIAL a G T D WOOD FRAME (L.G. STL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 NEW WOOD FRAME (Lr>>. NEW FOUNDATION WALL LLJ J 0 STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL N W P05T FOR 4" WALL5 WOOD FRAME (L.G. STL. � 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. - O NEW 2-HR FIRE RATED , }: CD WOOD FRAME (L.G. 5TL. L Z WHEN APPLICABLE) a •� CNJ - c X -I N 0 O O +� ' Om +� NO cam c Q � a � o STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: POSTS $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD 4 SILL SEAL FRAMING REQUIREMENTS. • ANCHOR BOLTS AS PER PAGE 6-003 • P. GONG. FOUND. WALL AS PER DETAIL UPON ��(� (2) 2"x4" POST �--� (2) 2"xb" POST • P. GONG. FOOTING AS PER DETAIL. "' ] 70 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW &RAVE MIN. (5) 2"x4" P05T (5) 2"xb" P05T • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN ®'� �'� U APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / M-0 (4) 2"x4" P05T ®-- ❑ (4) 2"xb" POST STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET ' , FOR HEIGHT OF WALL 6 SLAB (WHEN APPLICABLE) �❑ (5) 2"x4" POST �---� (5) 2"xb" POST T ® HOLDOWN (157 TO 2ND FLOOR): 3-1/2" O.D. SCH 40 5-1/2" O.D. 50H 40 HOLDOWN 'A' A5 PER PACE 6-003 I-I STL. COL. (A5TM STL. COL (A5TM / , OHOLDOWN (FOUNDATION TO 15T FLOG : " �-I AI23) BY 51M5 `� u AI23) BY 51M5v 2B HOLDOWN 'D' AS PER PAGE 6-005 STEEL (OR EQ.) STEEL (OR EQ.) OBEAM POCKET: I. POCKET SHALL PROVIDE BEARIN5 SUPPORT TO FULL •!�^ WIDTH OF BEAM,FOR A LENGTH OF j THE WALL 501L BEARING CAPACITY NOTE: V THICKNESS (3.5" MINIMUM). STRUCTURAL DEVON OF FOOTINGS ASSUMES A 501L n 1 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF SEARING CAPACITY OF 1.0 TONS/S.F. VJ BEAM TO PROMOTE AIR CIRCULATION Q 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND - �- - CONCRETE INTERFACES I (3) 3-' LVL HDR. 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;&ROUT IN PLACE ONCE BEAM PLACED. I (2) 11.5" LVL HDR. (2) q.5" LVL HDR. OTYP. STL. COL.: SEE NOTED DETAIL AS PER PLAN 5 RESERVED IV I PROVIDE BLOCKING TO ALLOW - - - DW U I FOR 12" F.J.;MAKE 2ND FL - - - NEW 16"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER I = V ALIGN W/EXIST. HT. (TYP) I / O DETAIL X/A-XXX. I U ry I I - - - - - - - - - - I -I DRILL $ EPDXY PIN (6" EMBEDMENT) FT6. 4 FOUND. WALL I L - J INTO ADJOINING FT6. $ FOUND. WALL. OF BASEMENT. 0 a ® PROP. WI 560 II "Ve, F.J. / L1 =j DBL. FJ - --� - O RESERVED I � ® _ �--;� pu II NEW REINFORCED P. GONG. SLAB O 1. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON I (4) I.-15"x55' PSL P05T II (4) I.15"x55' PSL P05T = 2. b MIL POLY VAPOR BARRIER UPON TO HDR. PROV. POST TO HDR. PRO\/. POST \ m 3. 4" (MIN.) GRAVEL BASE (3) q.5" VL HDR. SIMPSON POST GAP SIMPSON POST GAP LVL HmR. IL - - - - - - - - - \- -I OFOUND $ POSTS FOR PC. DECK: - - I (3)12.0E 1.7 "xl8" F� H VL WD. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER 5TEE1. FLITCH ATE 13 L- - - - DECK DETAIL (TYP) I II OFOUND $ POST5 FOR PO. DECK: Q I I - - 10 E �P.T. POST UPON 12" P. GONG. PIER, AS PER - - - - - - - - - - - - - - DETAIL V I I I I I I DETAIL X/A-XXX. � I--- ruLc r (k OFOR WOOD STAIRS ® GRADE: I I O �? I LV _� I II 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON ® x O I - - x - 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® F 00 u I PROP. Al 560 it '1/8 F.J. / Ul I RE " ?` EXIST. 2"xI0" F.J. I ® 12 O.G. / MAX. I6 O.G., U.O.N. (MIN. 3 STRINGERS) a" w I N ® un m ® IV' O.G. I / / �_ 1N- TYPICAL LEDGER BOARD ® EXT. DECK: w 51 UP Ro OT ST ;� I I III w O12 1. (1) 2 x P.T. BD. TO MATCH DEPTH OF JOISTS Q I -- < I m I LOCATION ►- - -l-L - - 2. SECURED w/(2) 5/8 x 5 LONG H.D. 6AL. LAO BOLTS (- _ L= - - - _ - L _ I _ _ _ _ _ _ _ O 016,10.0. 5. INSTALL H.D. 6ALV. JOIST HANOER:5 BY 'S1MP50N' (OR (5) 11b75" LVL HDR. UND A50 r V EQUAL) - - - - - - - - - - - - �u 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. I PROVIDE-BLOCKING-TO ALLOW 5. SEE NOTED DETAIL - - - - - - - - - - FOR 12" F.J.;MAKE 2ND FL - - - - - ---�I - - - - - - - - - ALIGN W/EXIST. (TYP) - - - - Q O13 INTERIOR LOAD BEARING WALL: z - - - - - - _ - - [ - - - - - -_ J AS INDICATED BY HATCHING d DA5HED OUTLINE. - SINGLE SPAN STRUCTURAL MEMBER: u� I (2) q.5" LVL HDR. - 15 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS w V = - I I I - PROJECT: ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY SM/GO _ 0 O - - I - - - ABOVE INDICATED POSTS. SO I6 5TRUCTURAL PERMAGAST COLUMN 1,500 LB5LB5): v ST R 0 K E R O STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. F n RENOVATION 1,500 LBS LOAD BEARING CAPACITY. BEAM X. r- - -1 L - / PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF OP. 56 II '1/ F.J / Q COLUMN, AS PER MANUFACTURER SPECIFICATIONS. I _ (5) 2"xIO" HDR. _ I 0 V I I - - DBL/FJ - - �_ -� 50 HARBOR VIEW AVENUE = o m MATTITUCK, N.Y. 11952 -j.Dj EXIST. FJ.� - - - - - - JX I6 O.G. - - - - - - - - PROVIDE DOJBLE JOISTS I I DRAWING TITLE: U BELOW TILE FLOOR ABOVE - ry ® 4w I I I I I PROPOSED STRUCTURAL PLAN � I 2 q.5" V DRP. HDR.• WRAP W/ Ix AZEK 2"xb" G.J. - - - - - - N ® 16" O.G. w F1 Ib in - - - - - - - - - - PAGE: , II I � S-102m00 n= Zwel x� al m 2 q.5" LVL DRP. HDR. 2 q.5' LVL DRP. HDR. 2 q.5" LVL DRP. HDR.• DATE: 01/28/25 17 OF 20 WRAP W/ Ix AZEK WRAP W/ Ix AZEK WRAP W/ Ix AZEK I6 16 i ROFOSE7) FIRST FLOOR STRUCTURAL PLAN SCALE: 114" = I'-O" _ EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT F- WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J CD STL. WHEN APPLICABLE) y) NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL ate,' c V) WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ "O >NEN 2-HR FIRE RATED : 0 WOOD FRAME (L 6. STL. .O C N z O WHEN APPLICABLE) p •� � �I X (V O 4- 1 O STRUCTURAL FLAN NOTES P05T 4 COLUMN DESIGNATIONS: O m ��', � POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED c N 0 AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: CC SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q d G O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD 4 SILL SEAL FRAMIN6 REOUIREMENTS. • ANCHOR BOLTS A5 PER PAGE 6-005 • P. GONG. FOUND. WALL A5 PER DETAIL UPON M--o (2) 2"x4" POST ®--❑ (2) 2"x6" POST • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PR.00FIN6 TO EXTERIOR • 5.0. FOOTING 5'-0" BELOW GRADE MIN. (5) 2"x4" POST (5) 2"xb" POST • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 0-0 APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS/ ®---❑ (4) 2"x4" 1-05T ®---� (4) 2"xb" P05T STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEI6HT OF WALL 4 SLAB (WHEN APPLICABLE) MM---❑ (5) 2"x4" POST ®'-'� (5) 2"x6" P05T 0 HOLDOWN (IST TO 2ND FLOOD 5-I/2" O.D. SCH 40 5-I/2" O.D. 5GH 40 2 HOLDOWN 'A' A5 PER PAGE 6-005 o--El 5TL. COL. (ASTM 5TL. COL (ASTM M OA125) BY 51M5 u AI25) BY 51M5 1 1 1 HOEDOWN (FOUNDATION TO IST FLOOR): 2B HOLDOWN 'D' AS PER PAGE G-005 STEEL (OR EO) STEEL (OR EO) ■ OBEAM POCKET: r I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL WIDTH OF BEAM, FOR A LENGTH OF � THE WALL 501L BEARING CAPACITY NOTE: THICKNF55 (5.5" MINIMUM). STRUCTURAL DESIGN OF FOOTIN55 ASSUMES A SOIL U c 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF BEARING CAPACITY OF 1.0 TONS/S.F. BEAM TO PROMOTE AIR CIRCULATION 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND CONCRETE INTERFACES 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN PLACE ONCE BEAM PLACED. I I —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ — _ — _ —_ - - - OTYP. STL. COL.: I I— SEE NOTED DETAIL AS PER PLAN I I Q � RESERVED � I�i I I I I I I I I 5 ONEW 16"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER 6 DETAIL X/A-XXX. DRILL 4 EPDXY PIN (6" EMBEDMENT) FT6. 4 FOUND. WALL INTO ADJOINING FT6. 4 FOUND. NALL OF BASEMENT. I II O RESERVED I NEW REINFORCED P. GONG. SLAB O / -10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON - 5. 4" (MIN) GRAVEL BASE ( - — — — — — — — — — — — — — — — — FOUND s POSTS FOR WD. DECK: I IND. P.T. POST 4 P. GONG. PIER UPON FOOTING A5 PER O • O I � DECK DETAIL (TYP) I U U DBE. FLUSH GJ to FOUND 4 POSTS FOR WD. DECK: D �UPON 12" P. GONG. PIER, AS PER DETAIL X/A-XXX. i — — — — — — — — — � ® Q FOR WOOD STAIRS ® 6RADE:: x II 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON 0 O W 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® SM/GO 7 i MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) 17® 06 3 l a TYPICAL LEDGER BOARD ® EXT. DECK: I 71 X (5) '1.5" LVL FLUSH HDR_ 21� 12 I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I W N � 2. SECURED w/(2) 5/5" 4' x 5" LONG H.D. GAL. LAO BOLTS _ u� ® 16" O.G. I I 5 �VAG V V z `�j 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON'(OR I O RTRN. II ry 0 RTN Z 4. PROVIIDE FLASHING TUCKED UNDERNEATH SIDING I L — — — — — — — — — — — — — SM/GO — N BENT OVER TOP EDGE OF LEDGER BD. _ IL�l g 5. SEE NOTED DETAIL — — — — — — — — — — — — — — ui v X 13 INTERIOR LOAD BEARING WALL AS INDICATED BY HATCHING 4 DASHED OUTLINE. ( } Ix 51NGLE SPAN STRUCTURAL MEMBER: 15 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS Q D777.777 ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY 5M/GO ABOVE INDICATED POSTS. •Vd/ Ll x STRUCTURAL PERMACAST COLUMN (1500 LB5): SM//Co p (5) -l.5° Lv USH H }> LVL FLUSH Ib STRUCTURAL 5GUARE PERMAGAST COLUMN w/ MIN. I I > 1,500 L55 LOAD BEARING CAPACITY. BEAM 8:12 5:12 x _ _ _ _ I PROJECT: PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF V / } \ COLUMN, AS PER MANUFACTURER SPECIFICATIONS. `j x ® ij } O 0 x xO — — — �� x ��_ I `� NEW 2"x8" G.T. I ,n ® ® 16" O.G. RENOVATION i II W > W } � x O I I II o �e X > ) I 50 HARBOR VIEW AVENUE �= „ x > 0 >ax (DogMATTITUCK, N.Y. 11952 DRAWING TITLE: ipROP. 2"x6" R.R. PROPOSED STRUCTURAL PLAN ® Ib" O.G. — — — — I o �xQ 0 ROP. 2"xb" R.R. p +Q) cV ® 16" O.G. N PAGE: — — PROP. 2-wl"x6" R.R. S-10300 FRCFOSEID SEOOND FLOOR STRUOTURAL PLAN DATE: 01/28/25 18 OF 20 SCALE: 1/4" = 1'-0" (5EI ` ERAL I �550L < I : NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q WHEN APPL I GABLE) n EXISTING TO REMAIN ui NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J O STL. WHEN APPLICABLE) m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ate,• WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. _ _ O WOOD FRAME (L.G STDL. O O CV Z O WHEN APPLICABLE) •CD I X � (V O O O +- Om CV O O C Q O a O W �J 70 U • - (D m + U c a _______-� i— 0_ - - - - - TOLFOS'l V J RIDOF El < L - - - - - - - - - - - - - - - - — - - - - - - - — El — — — — — — — — - - - - - - PROP. 2"XIO" R.R. I i a I PROP. 2"xb" R.R. ® 161, O.G. I I O d) �l dJ V �J W ® 16" O.G. x V dJ xo xo s„ II I II II - II "� V . �� a • � � < o 6:12 5:12 b:12 PROP. 2 „xl0 R.R. I — — I PROP. 2"x8" R.R. L 1 TPL R.R. I 1 TPL R.R. 1 I TPL R.R. 1 (— J 016,10.0. — — — — — — — — ® � I II iI �F - - - - - - - - - - - - - 1— � I TPL POST I Itt I � I a — — — — — TO RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - z — I I PROP. 2"x l0" R.R. — — — — — 0I6" O.G. S// I I (V.0 a v < r U } PROP. 2"xl0" R.R. v O J 0 �< �� cY z 1 in 4 Q r— (5) B.5" LVL HEADER —� ODBL POST (2) 2"xl2" RIDGE DBL PO w TO RIDGE TO RID I — — — — EXTEND WALL To R.R. ON TOP OF WALL BELOW — — — — — — — (3) Q.5" LVL HEADER — — — — — — 1-- - - Z - W - - - - - - - - - - - - - II ry II o i II II I x x° 1 II E IST. RIDGE TO REMAIN QIL py w PROJECT: TPL R.R. TPL R.R. a ® I OJ CT. 8:12 6:12 + PROP.16 O G R.R. I ST R 0 K E R RENOVATION 8 ": : dJ :: dJ I PROP. 2"x6" R.R. PROP. 2 xb R.R. x PROP. 2'xb R.R. x I I 50 HARBOR VIEW AVENUE MATTITUCK, N.Y. 11952 i I 6:1�� 6:1� II - IL - - - - - - - - - - - - -11 � I PROP. 2"xb" R. . PROP. 2"xb" R. . I I - - - - - - - - - - - - - - - a- J DRAWING TITLE: 8 14:12 I 161, O.G. I6 O.C. I PROPOSED STRUCTURAL PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED GUTTER LAYOUT 12 9:1 I PAGE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S-104, moo DATE: 01/28/25 19 OF 20 FROFCSEI7 ROOF STRUCTURAL PLAN SCALE: 1/4" = 1'-0" 't 4" FRESH AIR VENT Q THROUGH ROOF Lu W I J Ca I (y) Q +' N O I O O v- Q 1 - >: Cfl r- 4 I O O N Z D co r- I X :3 N O Q O -+a Om a-' � 4-1 c CV c; cu FULL BATH FULL BATH FULL BATH 2 I 2:: MASTER BATH Q O p, Q —1--- ----- —I---i----- --- -----�--i----- — ---i-----T----I-----� u- 21 I 1 21 I I 21 I i i 21 I I I W PROVIDE "ABESGO FF200 FR 1 I 12 I I 12 I I 12 I I I I 1 2 EXPANDIN6 FOAM" (OR EQUAL) 3 I I I I I I AT ALL PENETRATIONS IN FIRE I I RATED WALLS AND I W I FLOOR5/GEILIN65. PRODUCT (SHOWER 1 1- I5HOWER I I I- " I- " ISHOWER CONFORMS TO ASTM E 814, -Ng I I I A5TM E 84, AND UL I4'19 G.O. .2 3" 2 I 3" 2 G.O. .� HALF BATH 2" ___-- 2" KITCHEN TGHEN .•�J --- ---i---- ----- --- - NOTE: I LAUNDRY I ALL PLUMBING WORK SHALL CONFORM TO ■ I I I I I LOCAL PLUMBING CODE 2„I I 1 12 1 1 2'1 1 1 GLEAN OUT U a ( I ( 1 EXIST. F.A.I. TO u I I ( REMAIN I W•F• 1 4, WASHER DW Q G.O. 1 3:: I G.O. IL I 1 BASEMENT 1 G O 4 BATHROOM __ 1 11 21I 1 i 4" HOUSE MAIN DRAIN G.O. U k I I 1 2 I BASEMENT Q 4„ 0 2'11 2"1 1 2 1 NET BAR TO SEPTIC N I I I 1 5Y5TEM � I I W.C. I 1_ , I I 141 I I I w FUEL OAS WORK NOTE: ALL PLUMBING 4 0 SHALL CONFORM FLUMB I N RISER - DRAIN / NASTE / VENTIL PL LOCAL PLUMBING GODS d FUEL 6A5 SCALE: NTS g w N PIPING PENETRATIONS: I. PROVIDE "ABE500 FF200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOOR5/GEILIN65. 2.PRODUCT CONFORMS TO A5TM E 814, ASTM E eA AND UL I4-79 LAUNDRY KITCHEN W O , O H VERIFY SIZE Z w/ MANU. VERIFY 51ZE Lu ti w/MANU. RANGE p N '�t DRYER m NOTE: v ALL PLUMBING WORK SHALL CONFORM TO Q I w LOCAL PLUMBING CODE _ 6A5 SUPPLY W �t I�OpN m o 4 I m VERIFY EGEND VERIFY 51ZE /F-- w/MANU. PROJECT: FULL BATH FULL BATH FULL BATH SUPPL Y 1 MASTER BATH GOLD WATER WALL HUNG STROKER ~ SUPPLY m COMBINATION BOILER/KATER HEATER R E N OVATI O N I HEATER � K I PROVIDE "ABESGO FP200 FIR EXPANDIN6 FOAM" (OR EQUAL) p� i Q4 1 i p4 i Q4 AT ALL PENETRATIONS IN FIRE IL RATED WALLS AND FLOORS/GEILIN65. PRODUCT 50 HARBOR VIEW AVENUE 0 I I QQ I I Q4 I I 44 I I I I I Q4 CONFORMS TO A5TM E b14, w.G. i �� *1 w.c. zi �� *1 w.G. �i �� =1 i w.G. zi i� xI �� 1 ASTM E 84, AND UL 14-Ia CAS RI SFER — SUFFL)" MATTITUCK, N.Y. 11952 v m N I N NI �ry TUB m N I N1 �ry SHOWER m N I N1 iN 5HOWER I m N I N I ivj iry 5HOI^ER SCALE: NTS -I L --- L ------------=--I---- - ---- - - --L --- ----------------- --I - DRAWING TITLE: L.._...T.._.._..-_.l_.._.._.._.._.._.._.._I.._.._.l_.._.._..1 _. _.._.._.._..- _._ .L.._..�._.._._ 1_.._.._.._.._.. 1.._.._.._.._.._I.�'. -L.._.._..L._.._..J I I` (TGHEN PLUMBING RISER DIAGRAMS HALF BATH LAUNDRY I I I 1 1 i GAS RISER DIAGRAM I Ii O I II INTERIOR SHUT-OFF PAGE: 11 x FOR H05E BIB LL 1 I 1P-101.000 NEW FREEZE PROOF HOSE BIB WASHER I I' I pW w/VACUUM BREAK FASTENED J--------------I_______ ______�---_---_r-i-- ___J w/PIPE FASTENERS (PRECISE _.._.._..L ._.._..1.._.._.._.._.._.._.._.._.._.i_.._.._.._. _.._. _ ._.._. J.._..-J._.._.._.._.._.._.._.._.. LOCATION T.B.D. IN FIELD - CONSULT W/OWNER) BASEMENT X I j v I BASEMENT �1 :6 1 j v 1 j 3 DATE: 01/28/25 20 OF 20 BATHROOM iv 1 N I NET BAR CONNECT TO EXIST. WATERL I TO STREET SUPPLY SYSTEM i rWATER MAIN z 1 b4 I 1 ba L_ �.._. ......> lu I N m 6<1 W.G. V � ��0� � . • m Qs m�� N FLUMBINO RISER - SUFFLY 5GALE: NT5