Loading...
HomeMy WebLinkAbout#8037 Whitmire site plan & plans zozo NYS RESIDENTIAL CODE ref E waren re o-reaa SITE PLAN �c,� wre�reE�areE sre�xax,reEan�re�n�x,s sreom,ore mEc�wEo sre.«cor<rex. rv�nnxremre��,� THIS . No.eE Eo FOR Xorvs,RIE,IoN SITE DATA: I/ EEn/T�EE a RED rec w:,.�ao�x.mes Ha w>ze:,c,�w:re.oc,.re,ec3 reEw1.oIN M N1 nrvo aEnarvo or ccrvcrese oxrewo nm nrvo cao xEn,reEre Eons N IS'9630"E ENCE allo `__ or s,.«cE«wv un,re,xs.aauc.ea s,.xo.reo:cis, lIDED - xsw auuewc r�v,uws,e e,w.canowa m,x sc,�ex nso,a rmurec rex..c REAR EXTENSION REQUIRED ROMo cE� (145 si aeWo nlcEE 199.81' o RorJ eEnre,np Exa,rvOFA sE ones NO SHED RD�miN� ie �: xcsr sa _ F.(gLLOWED) ,1�a s'F e(NO CTHNOW c u ure1T ec sEEe eczzo� zzos BASEMENT EXTENSION wi =as .a .�r„xo....9 wi arem, err,a (56 sr) A0-0" DDI110N c 1'HE u E swrvoou*svuo,aD snap map.. oww�s,.xe,wo:wreEreE eex2�v s pq�_83^ rees�oox,�u mop a x�,�rery S.,E 2-STORv DRAWING RELEASES: _ s as a as ca suacw,we a cxm Hxax w Emm eu RNR aoE oe rvew row:sn.e WOOD FRAME J960 cross or mE owwuixixo omcniw Eiuns xcxci fusre v°cj u ❑ .xrees sn�,rep�ry nncore6a a 1),HE wrv�.�rerv« '"` s2'-z" CURRENT RE n areewservs oe re,22,E ■ ��.w�m,srere�nrek wEo�xc reEIE 0 E<,Es reEwwore v AEF DRNEWAV IINI FID - �w vow s,.,c,rcna.wx.,wvccrNwcvx Ew,..aM•,vw�s sc,x.Pcxo ccxr«rv, s,re[suoov�vs or a.sovo�.s Eire cEexs,reva�o5 RODE a,.o vnccre rew,�re w,..�xc raEowxo s,uxm row m,nreuc,�u,msvv.,�ox oxo.suucs xo ssu,s�eu,v rw —150 00 �ss.vv are.inE.,,s a ocaawn ev are.uiE..Es er Ea.auu,a Me rve nrvo reEn rvc woren PEsoE xPIEo3 e v nx.cereEoi.n.iw eaov m<.muvEics m. —— z .<<mxwc..0 mnx.o avcauoc m<<rrzc.s er r,E.mw ex coua«.Eo mnx.ov wax ,amv reEavireEMErv,s nrvo'HE DEauweMErv,s ar*ne reesmwnnE-POT me sn,e 5'S2 VV E 0 P° s�wx,..xx�.a�xa a„narere.x.,xareare�re w»�re,x,a��re S ISSUES/REVISIONS ne reeox�reEMerv=s a,reE ervErere.ca�arevre,�ery R P o M R rewek wrv>~xree�xarvnm�x,ry w�,tiarvre,...a,�,exs reµma mµere wry �.re on w,Rre m„aE ZFF SU RVEY BY SCALICE LAN D SU RVEYING � .rerereorew a ISLI P,NY ry ry 1:II<EEre,wcE oe FIND PERFORMED 03/08/2024 ��w ere wre,,.xrvwn,re.,E re,re�nErv�eo a, w,aEn,wn.L e�rv,xreEs.sm,cnEs.rvry.N EssrvwEs Nn.a rep saEE,EI a.w,HE 0o 1 PROPOSED PLOT PLAN ,reren axrexaµx ci of S-E,-11 e O wnxe �rererereewxreEawreEcrereEMEx= ­xE�xreEressaEawI.E�rervs. ProroreeaAaa.rioatoRere.aea, ry arxry e�cM c��xc,ry reE EawM�renrewE w�xre E��reµre�EM,�,�.� re<K mxrerenrervE Whitmire Residence m Emn mrvoow rrenue.wi q6.Marc ooka Road w.w awe cwcw Pmcreusx�., aremre�LLm scxEw xu6®areacweEo swoc,xc rare rxw`•,Fc-.ou,wrs areoxoE xE Mattituck,[NY Ecre eMErecervcv ws<EL_N x�x cns aE n nurewcnrve CREENTREE ARCHITECTURE&DESIGN 20 ry w000 F—E carvsreuc,1ory M—FT rare INE w , E—v 011m„<e,9�m9g THIS DOCUMENT IS A VIOLATION OF 10 so wwwc N0 c xc,m c avroreuu,a cs,reE wnreE ss[M. 0R2o24820 y,RED ARC T x,.m.r vxx mµrcopreE u�� w,w Y ATE 12e 24 N ere mxxow,w T'oF NeN ,xxaw o reEw9«� e sEa• AS NOTED —_ ,reM„Ery are�wu.,�r<�a M wmc nr� owc mc. COVER C 1.01 �a= SHEET leeDrs FSISLING T LB "IF'­T �TB LRENENT. G�EE�/T�EE wWo 11 e GUI u - �I-l-SL IISI ix)RL ,Eno- III ���FC IN—-11 IN—em, m`/MP 'm 'D,mw Do m�P��PD m 1 Al � nEI �a Rrv, m ctirv)n SILLwL111111 Mi�sfrt°xol`imJ uauuu o,a uo ul luau uw m enM 11 ALE m„,E rvEm�°M �,x�rveLmM,�m �(�M°a,rv° ILIRM°a,w II "MrvE��IN AD�"'R wPP��M° mwsa��° m Mk IT „�°w,m rvml�mx aFm�eFMw e 11MF A IIL111-1111�ry m w e ,Me x,N,�ry IN, �MeM ISLI nm we„cry«x w ecL, rvm mmm e IF cry wMw m IN �aw „ P1 m F ruM,wLE Ts euo-lw we awu1 inns wax 11 w wain mE,aeuwm ueueEa m rvuLs waiem. - ,nw Ce:Pw.LI ST mrvrva,�me,naLL of.DNM m xnrve,.E Joao,rwm,wLE C.o. rn,o awo sPlm�nc rv°wMeu,MuumIN,m1 ITIcE,c- I nwMa N, IT -_rvrvL,PowGw AM,,Pwwa Vw. aowsw,xl wa rFm nro, � 1 rvNH ANT FwE ,o.zom Pw, III ID r rzo cF ccwxFn 1111 Fcm 1.1 zmE o-nnmuml .IIS III w'o<LHIT m oocF PFw�ry wsau rvo,uomam xnw wE wwE suPPaBIEo e.arvm,weEowrvc r111s m 1-111 MI-11 inn//11111111 IBL IINII wAL eE woomo,o x co TARIF„-o-C1111I RC U PI 4TF TC FOUNDATION CCNNFCTION JA NCHCe BCI T� ! FESISTING JPLIFT LOADS 1—WIND-EHPI—EI TABLE3.4B UPLIFTSTRAP CDHHEC71CH kEQUIREGEHTC Loo°w amuwwmns EIZI`F Pmumm,o aF m1,muuw rvuLs L9cwn cAvwam em.—snow mm ex PEeu Lc IF vennwm Nwsrmmim A,EwuI_ xrz) @eer-,o-wvL ILL T T orv°-L-11 II—I P11-111 ul 11'IF.101—w Il. a we zcxrs imoecx 1011, w°IMP,I 111 111w111-111 P11-III run�F ucSuo a mwrvc 1-11 NIHNI 11111 PFm(MPx) DI 11 Fwuw mory U,1°IPINII ee.F m w u °as iw ea e[)wia o-"M%ILv u01M murvmi°u 11.11-rvs ee IN iR1011 III IIIHNNA mien)II mE xu�/f rz°caw fo), TABLE 3.10 kCC F SHEATHING ATTACH�NENT kEpuIREN�ENTS FOR .'TOM 0 n cwrv[mion aalnwe e°LP wPPcmirve socrvo(ix]a C.w. o xm.rvM I-EIIIM �M WIN2 LOADS ucwewwls wuL eE wmosc er mE mucxtrvc ronces. 111E 11-D ces xtID mw°I—I wan Lows mwrvc IFiun/rvw 11- 111L.111 wanrvmncry w.unu[rvl NADII /rz nm/�auss luau ry wu .,I.em,s wF°sin,°a¢s,wxn.FAN-ory /E snEo-mirve LrcvPiw iMe Pry oA sns(iMG x)m wmm,xF i¢sca IN Lx,—S,m ISL-rm uain Lows(LwLF aac)m TH IL o°1wrna Loins(,w�[aaajp1 /c 10ixlmiw zauF w NAILING SCHEDULE-wFC�6I FAGE 139-TABLE 3.1 PERECRIPTIV E DESIGN i PmiMnm min z°u ANDD 'OT /¢i rvcL� TABLE 3.6A RIDGE TENSION STRAP I RIDGE CC NNECTICN REGUIRELAENTS (5[[,wL[a10-)m rz1 FCR wND-ExPCSukEe w rz(Fa�NAMISI ry - - snSmwc DE n`MwIX luau rvrvu m Uorx-rvuLml ry frv. 1 LSI - w(roa G1im)w� (sx,wma) ac°r Pnw 1111 mw VT) iLsw �1/1°Hain _ - fi)rcexwm°Pun maNE—II—EMervs aacMF naILIN1 L=w EPmeua -rvwL SPwwe 111 Porva meow na(Fuo-rvwLm) - - (1),w°N�m uain murvmnms eEaiuumns_E I war I,couu°o-sxI o IN 111(c so,�ms=sPs�u -rvuL sP,+nrvc a iMwumin�E vPPans w mE Parva nco IN I TOP ILLnEE(ruxrvuim)w se(1)SF m wise mrvw ixwrsc er xal o-.rxw wo crmr s,em TMFrwuwm rvuuewmrvwLs wuLe y�x mf0 NI Ill ILI 111 rnF mcr Pr ay.Enxa rFm PEIE ma urvE o-noxruo I wxaxiwMmns wu ,im+Rom NILI°) - - - (1)ON—SIM-11-1 11 s¢L Haw,aP PS�Fs o-�aP PL e x m 1 s s e nuc,c mmscc ,Ps use coin Mrvm) z-s< x-�N ,e o.P.1 m°mo s 6 6 n, u� �1.m M ISSUES/REVISIONS rxi,„ or,s F,DPP WI�°o°,o sin wo) Ixa,wa Em) - e - e _1e mP mMMIrvC MFMemC wl,M 111 1111.,MF Mal mMaMc HINT,IN I Ill FRE HOF1�or�Friw«i�"ew°na w°"�". -,eeeo.m -�oeelwIII F101 1.,C m T 1P Fee ww�xc uwews xnx e1x c e1s ne xul rsweIEenmSs rwwwc MmeEB E�oiTOPoN11I ogaD��aCm) - - �cmme_now rcR ww�m.,ms aPauReB 11)'„innr we Mme�wnn M.lx oslP.,nE MUL moGMc waL IF wmcm,eE 'IB2oF rvULml - - we aPne ��oeE rvUmmDEFINIEIP G v+a�Hrv��m rvry - - Fewwcmwwo wcr rv,E Ew fPw-Mum°) mory U,] TOP PLATE SPLICE REQUIREMENTS axo-ry IM 1111111 Lcin(w NIN11 ONE STORY-SLAB ON GRADE oxoLwM Lcs,c su ca,cP PS�E Drz-uvim) easU) txrz rncx F/P en P osm i}e° �s VinL�xs�.l AddiHi n e�RLINL lxc I 11 11 oIT I I I IT Whitmire Residence I.Maxxamuka Auad [Ls 11 co,NISNOosm (IEEL ESTI)LRA FIN s „rz-iz,a G'REENTREP IIIINNI 11 11 1'1� ARCHITECIURE&-DESIGN C yr mr P.o,mra�o�4 al i a�rv�ao ITrn,oaewlm mrvxEFTIN I-IEMmlx Ill e�c crv,mU°PUo Mw°s s IF1111-meL,RAN Low 1e.11 Pm ors/a Mrse m wE ,°, o TIE 11AMR1 .,w �sM„mmry� ucmoarveF xnx,neonxF emm swa nx°womwu uvurva a rvm ecmwm TOP PLATE SPLICE REQUIREMENTS Two STORY n)PnLxm�P,�m L�Mnx wE ewm oM wmMP,�ervE�ry,MeIE EE ;�)rvo rv°,Laam wE,MeMIM,m rvMMeEM N MULE�ry P T,wl T,Mw. =cMMory Mal,eECSom�M Lwn wo m wE Coll ,rs,l wc„ m ry s oDLUnnEU IF NEw III imnEms rm swmuwx Mruems snux eE°eueim.m A,mxuE murvEmms wen w wca Pores Cl,ceuwm muurve Lows,rvo mrvrvmiw aDIN umm,e w N), PIF m sew sAwe.rm°urtrwl aoa swa IDDNI MuowL lul III IF I°-I,En1M,n�Mo�x ,Irv°oex emn Cmrvm,m III—LnE,M Sul 110.1 eL NSLT 11ILL w PINBUID,o m nmMCm,o� MrvL IS,wMLMMILINII�m FISMINc DRII I-ME M eMeUrvc mm,m ry NPI-E e ,xl,MwLINI MU°Ix P,a IEIIIIEMw,E 111L o1 N.11Em,e of MIL,�PLIm F.e.ro Pen 11MM�MM rve,meMTm.'III a F11, "x. cem. �e cars nmLLs oaL rzvumm wlrx Tex row rewiwu exwwwonx ux euax,mLs oaL so-so a auiwirvv m-F me maw INST eF m SIM Des Bl-n nm eR FINISDI, oR2U24fieU �ERm ARCS (s)+-+/�xom mocMc To, aonFx nms wo sacs IN FTE12b.24 �v co p�9T 11- N1 it 9TfOFn�yO WIND ST-1.of NOTES EV11121Z 10 D—, ........ 0 SILL TO FOUNDATION DETAILS BRACING AT GABLE END WALL RAFTER TO TOP PLATE �1 ­N�_®I .I, 11 NI I TRAPPING AT HEADERS BLOCKING AT END WALL ANCHORING TO FOUNDATION STUD TO STUD ISSUITS REVISIONS I I N11­111 1/ OR, 4M 0 Z MM,M"n I I AIUDAInl Whitmire Residence LD., —d GREENTRhE TOP PLATE TO STUD HIP RAFTER DETAILS COIL STRAP&COLLAR TIES CORNER HOLD-DOWN 12 BAND JOIST TO SILL PLATE 11111IT11T1111 111. 11D ­111 ED sLTElsT TEM N 11.11.E�T _T­ El Ill ­TE T' 0-21 sR ­AS NOTED P­­ll xe 11D HDU2 1E �1­ 11111.11TITLI TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN (j� FLOOR SPAN CONrl�tTOR FLOOR TO FLOOR SCREW n FLOOR TO FLOOR SCREW STRAPPING 1 17 DETAILS LAk— A. 1XIAMIND Al L"" A N—A— A A_ 11=- ILANT Z 7 1 E.TD—.—AlD. ALL E, 8,DEALM A.D AL- -.A A. ALAS EA.NE EA.NE .1—AL =Nl LNI ILL111-1...E.Al DEETIDN A E A A A A L L N A DA A ,11 DLRRDLND F— X' Z. LAN ­WDL DEALA, A,A. E-T 11A. LA TIX� N W. —.1 Af DEALA. DEALA, L DE�SIE.��DEAD LLL—L TT LANT L—L 11- —W.DEAD ALA. DE DEALA. ELE— —WOL AD ISSUES/REVISIONS WE EIIA IDAM IALAI IDP AT E.1— =D"_lNolMAT IXIA WANT` 1E.0-1 .ALL DEALANI .ALL—D LEA-- ...A_0 A. AD E 1.ED DA A, Al.DA.— MXNME.1.01MAT EXIA lEFA0ElEA Whitn,i,e Residence ,D. DEAD DE A,. —W. D DEA GREENTREE DE_E_ ARCHITECTURE&EJFSIGIY P-DE—NO Al. —W. AD ...D DE DEALA. A' AP IXTE— ALI DEAD.1 =T� N 1A N AD —ED DALL DE VANI L ED e .ALL AEED EXIMM I —LE ALL ;V-N W. AD E —W.DEA. :,.E DE L L IsLAIED.E.XLI IAN DE I AL.I Al. A DEA NI ALANI EULL-1..M—L � A.EAM,,M.•.1ADE..0 I.N.". D11.11E El r—I..E&.As A A NOTED A 11,11 IINE,—1 AIR SEALANT DETAILS IS na wu(.va) TIE! HI HI rvP FOOnNc ALL"HA nP,Ew AT ioK a1 "o`ow�ryp Gp��s. UH(`11W."��°M�o�s NP a TVP FOUNDATION n La wr R.,ANYo on Al e o.c Nam] ounw ErANI BATHROOM rvlw LNF AT oKaxnrva nuc. C oRrwnu 1AILI Prvo¢INl11 naou< i saw / cltslT a_�I�'I TEc rIIANI eonw a NEW CLAB rvoo-Eiory To nwwry - - ISA 1 wN Ora' wnllu a wP1.1Ora Pu)x' - mrvcw[n PULTIND sal L� L rvo o inuna� oPTlaTI x HE ABAN o LIN oeav°f�o a unlrvnMLn neoKr_L_L__ urvoinuaeco [uan Inc AAAN E EIGUIll EACH - PC wrw m e - NWO�- AN, w TooFx[o-IEJ rvFo H c _ corvEAncEw rourvoPIiorvLL Prvo / L carvcw[n eaow nEnoE LE ITIIIAL a m, eE wou xavlrvc au d Is,�ii ER FOLNE wTx s1.1r.�a SEA s�E�i nuo. a CL. m ' (na�rvo vD em>`mcry r e rv[w s rvu aHo ronrvF'ON �P �rvIw<Eroo wn rIT wn woev rvm0 0T we wp ox un moor bse - �OwLAV 00 oa Ew rvlw onnn PeaK Ew}"� a �M wPlsx�mmana c.stiPe w lA ffn om our coMsnnaR To 1,I'l <w a ME DALNIP s�nu rvoo-Ti a a u o To x_I I ramwc.o wwwry on¢�u ' Ellnx� To ALLU - �J - urvoNIAHONo 10 1— Fwrvonnorv. BPP oM[M -� [TR LTP ISSUES/REVISIONS TO LEAK AA PROPOSED FOUNDATION PLAN PROPOSED BASEMENT PLAN m SCALE IL<-1-0 nT CIALE:1T,--I-o- NOTES: G -.nm,o aFe nx nanwr euv-wa P,,,,s IAddinun I.R,x 1111ee ® -nxm.o aFc xnx eAre o Whitmire Residence © u�w wvuaF xoon or io AGAI e�Ika FG-1 SEExFw unercl nLK mn Z"L71 µnnua SAIIN Ck,NY ® X�Gr "�„IAL'nn,n cPvn GREENTREE °ai ARCHITECTURE t,DESIGN' ALL POURED CONCRETE WALLS,FISH AC,PIERS AND GRADE BEAMS SHALL RE 3,oO0 PS R POURED wmxc wuE.o nwux CONCRETE UNLESS OTHERWISE NOTED.ALL PORCHES,CARPORT SLABS,AND GARAGE FLOG SLABS SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI W28 DAYS w..nF FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2210 RCNYS FOUNDATION WATERPROOFING AND DAMP-PROOFING TO COMPLY OATH SECTION R406 OF THE 2010 RCIJYS. a can smc unlln ammmsE wpm. e.0 w/x cvn na FOUNDATION NOTES: IFS �ePw� 9�F eOF BOTTOM OF FOOTINGS,AND SLABS SHALL BEAR ON SOIL EITHER COMPACTED FILL 01 �� \ „uE,„omFs Is oocu MEN STATE LAW of AN"NEw Yo UNDISTURBED SOIL OF 95%PROCTER DENSITY.ALL BOTTOM OF FOOTINGS SHALL BEAR ON nuA."olR,won ss xiR HE' SOIL,UNDISTURBED HAVING A MINIMUM BEARING CAPACITY OF(2)TWO TONS PSF. a>v„u�i ar..so�xu.�-a�u rov 2, BOTTOM OF ALL FOOTINGS SHALL BE MINIMUM OF 3-6"BELOW A JACENT GRADE.STEP FOOTINGS SHALL BE STEPPED AT 2-Y"HORIZONTAL:1'-0"VERTICAL nu sn uwoiam a�(YEW ARC`iT� 3, ALL CONCRETE SLABS ON GRADE SHALL BE 4"THICK WITH A 12 PERIMETER CATEE LF, 4, ALL BALDRIFT MATERIAL SHALL BE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 5. ALL CONCRETE TO BE A MIN.3,000 PSI AFTER 28 DAYS MINIMUM. a� ElMWN¢v = - 6. ALL REBAR ASTM A-615 GRADE 60 T. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL.THE BOTTOM OF ALL FOOTINGS . nE.s .E A SA J} eoi ARE TO BE INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS OTHERWISE NOTED ABBREVIATIONS. E. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED, AS NOTED — 9. FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. A� LID FOUNDATION WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION PAYS OF THE THY 2Ma RCNYS - can�lw�'LE H FO UNDATIO PLANS z z MUDROOM„ O= NEW WALL CONSTRUCTION NEW WALL CONSTRUCTION' TIE er cvm11 z nwEa»aor KL�N o wl w9nc Leo All Al,_o InI 1n9o�xPen All J isnrvo ----- ------ TO anTia oRu BEDROOM N3 rrvM Hain All sIlUl.�a W O J- 5-nd. ,_M. _ ______ rva sauo NaJ sn an iµs,uwo iry uw�ia in,Enim m na cirva 5 x a'io R rvo Wn asp ry as,a'suowc 000w ' zmeGLaoN- asaz' _ h ® e rvm oea CLCL o3MR BATH DINING ROOM.oPRIMARYBATNBEDROOM N2 n Tn%eIAooK WLC Wa<<w now n — �aeew�n�w OPE E. ROOM PRIMARY as AA BEDROOM ,w To 11—n1w �o e'axen 111-1-TIary rinuw Hain To L ISSUES/REVISIONS PROPOSED FIRST FLOOR PLAN (T)PROPOSED SECOND FLOOR PLAN Ai.oz scue.I/+=,-o n.im IIALE 1/1_1-C Tlrupoxed Addinun m R,x 111111 NOTES: © Whitmire Residence O _ _ _ y[o Nla,v�ok�R—d ® eirw mrvwie noano, Mawwek,N1' O GREENTREE ® ATHkAARCHITECTURE&DESIGN' THIS ,w ex mxo 000 m S=111 wui,„ioa�n. 0E2C24{y DOCUMENT VIOLATION D OFSTAT ?NEw vo E12.9.24 _ -ccv�ci_.,o�„ois.x.oJu��i_.v,cr rv5A �9TE��y/ AS NOTED ABBREVIATIONSr "'FLOOR ANr.oa PLANS ��EE�J'l�EE LN— HIS N��ffEow a SIWE ROOF CONSTRUCTION E NFW rGO 11 NFW a,AI NITUITIRAL SLOPE z� SLOPE oP�aoW Mary cIL pwTa_ NEW 2K8 RR NEW 2 8 RR 616"O.0 AS16 o c ASPwrlEa aEw lrcl Yl auo EXISTING E%ISTING� MEEM oEnslrvo osE PE sEOPE �O e ExlsnNc I SLOPE J T ExISTINc EnsrlNc, SLOPE SLOPE 1 ISSUES/REVISIONS RIMTHUM Pmpneed,d,hH—G,ReAdvse PROPOSED ROOF PLAN Whitmire Residence n'uE.I/1"=I-0 FRAMING NOTES y6�M�r�ae,�k�k�a� 1.ALL SAWN LUMBER SHALL BE DOUGLAS FIR NO.2 EXTERIOR LOAD BEARING Mal Liluck Nl' STUDS SHALL HAVE A Fb=950 2 SHEAR HOLDOWN CONNECTORS BE PROVIDED AT ALL OPENINGS AND GREEPVTREE CORNERS ALL SHEAR HOEDOWNS SHALL BE SHEARWALL HOEDOWNS PHDA-SDS3 ARCHITECTURE S DESIC'N AS MANUFACTURED BY SIMPSON STRONG TIE. 3,ALL WINDOW HEADERS SHALL BE(1)5 1/4 x 11-7/8'MICROLAM HEADERS. PROVIDE,2 JACK STUDS ON EACH SIDE AND PROVIDE STRAPS,CSI6 1-1/4"x - 20 GUAGE COIL STRAPS,ON EACH JACK STUD CONNECTING TO HEADER 4.FLOOR TO FLOOR CONNECT ONS PROVIDE CS16,1-1/4",20 GLACE COIL STRAPS ATTACHING STUDS RIM JOISTRN TE.AN AND STUDS BELOW.IF STUDS DO NOT ALIGN,PROVIDE MTSI6 TWISTED STRAPS s Docu MENSTATE OF NEW vo AS MANUFACTURED BY SST.AT EACH STUD(TYPICAL).PROVIDE LIRA CONNECTORS CONNECTING TOP PLATE TO RIM JOIST AS MANUFACTURED BY SST. LV6202M12L -— ��REo nR�ti 5.STUD TO DOUBLE PLATE PROVIDE TWO N TIE T!MSTED STRAPS®EACH STUD;AS MANUFACTURED BY oN 128.24 iru 2�o i n �1 SIMPSON STRONG TIE. x .T PROM RAFTERS TO DOUBLE PLATE' AIVN EYR o1 PROVIDE STRONG NG LWSIED STRAPS(2)EACH RAPIER AS MANUFACTURED BY SIMPSON STRONG TIE. AS ec AS NOTED 7,SEE ANCHOR SILL PLATE OTT 3'",3"x 1/8 BASE PLATE.BP WITH 5/8" a1 DIAMETER ANCHOR BOLT.EMBEDED T"INTO CONCRETE FOUNDATION.SEE DETAIL a1TluU TITLE "G I.o. 3 SHEET A1.00 MRznd FLOOR A-i.o3 PLAN SHINGLE ROOF CONSTRUCTION L � D"ToA 1. T lam. DECK uwNc RoaM ElANI1-1-111ETEll 1EBEERE TIE SAID REATI III Ell U11-111TED Ex,M, - s-a. Ew of za wu,w,�Es n, 2YIESUD A', w ,�T EErvEo,D .,�rvEnoEry LO�EED HE �IINN°LE('y�°J IITI I, BASEMENT o PLAYROOM Tx ENTRY - mcc,m EF I.Ex IT suaI N naorva TiE mE(Pnu<o) NEW WALL coN soRUCTiON a " c'E°�' p KITCHEN HE OS EI raurvonnory a,ur irv'ElE Tna[o enoH.I UO tPrvncxom. N o,z'.T" «�iory IN O PROPOSED SECTION AT LOWER LEVELCMU oII °Real, FOUNDATION WALLS All INOMDN0�1­_ RILEZIHI I' ALL IS aoa`nA ry p w,wT,�°o�°�roP ISSUES/REVISIONS IF .rvro�< rza¢c ew CRAWLSPACE BATHROOM of(vvuEs) v Tl ncc[ss IAi HOLo-oowry DF suo I All Tuu�tNcin BASEMENT SLAB FEEM _ 'PIup^.,Id[Addit-,M.RA,ideuviceV R 'AllitmireResidence ^¢ 2 PROPOSED SECTION AT KITCHEN EXTENSION �Dry a"''a°°�O-T! A2AI ScaLE.1/1' -o" Mau,Luck,NY GREFNTREE AI(CHITECTUI(E€DESIGN ME MRSEL THIS DOCUMENT IS A VIOLATION OF —TE LASS T/8"Din.THREADED 0o EMBEDDED rTO'iry E w/ 1 ST 2C 24fi20 _ ET(111pENGTH EPo ADHEIIE) 4TEPae.2a 3 111 TYPICAL HOLD DOWN DETAIL SR SCALE:1/4�-I-a sun 11BETER ECF NE`E% SFCTIONS A-2.02 LA4- F-------: L I - I L L F- ,m"vro, oa,oIF I.....L-- F---IF- F F LL 11—D D— P- ool 11 ILL 11 I'll........... M ILI ILL 11 P'll, 0 -1-1 ol LL 1 11 III 11L ILI 11 .-L ISSUES REVISIONS FOUNDATION DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN —E 1/4' 1— SCALEZ 1/4�—V—,� NOTES E. IL11 �l III ..ZZ.-P proposed Additiouto Resid... llll��Lll Whitmire Residence 7 roe 11w,Lo111-nnun 6.Ma—.b Road GREENTREE ARCHITECTURE&DESIGN 11N,11111=11�111 1, �p. T'l.INM MIZ` STATE LAW lo,10.10 D — ­12824 D.-�l AB B R EMAT 0 NSEno-c NOTED F� D DEMOLITION E ITI O] ol PLANS ROOF CONSTRUCT ON o L, NEW WALL CCNSTRICTICN' ® ���rv=��ao-A s�Aat � °"P�n TI.an°° mtrvt°°rv"° 00 Ell =In�°rv="tnAS° 0 El wo �aPot� �a"ttt° FRONT ELEVATION NORTH SIDE ELEVATION ns o2 r:1/4=i-o ns o2 Scar:ip=1-0 ISSUES/REVISIONS ,o"a,°a To_ Ell E LEI �rinwc°e Roposed Addition to Residence Whitmire Residence q6o Marrazooka Road Mattauek,NY GREENTREE LIN El°°a HI ARCHITECTURE&DESIGN I IT- T0E ii m°e°�i°ea'a oe2023C60 �RER ARCy yo, a.sp DATE a 361623 / ml SOUTH SIDE ELEVATION wN ar �? ns o2 scu 1-o °3 60 O NEW ins NOTED — ELEVATIONS A N2 02 B'