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BUI�DING N�TES <br />ihe,e D�a�s �ere aes�g�ed to convorn to tne to:est ea�ticn of Buddinq <br />Code+ at the Une the plons +pre drnxn. Constun', cho�ges In Bullding <br />CotlPS, hoth lacally ond noLonotly, in odtliUon ta [hnnges �� ¢nvironnental <br />quo��FkoCo�s ontl locnl options Fo� 0���+b:ng, heo:ing/cooliny o�d .'�ring, <br />no4es conCornity to all building re5trictians InposS�ble. Con:eQucnUy. <br />th¢ use Oi these D�o�S I, suhjeet to '^col COd¢ rpqairpnen'c ontl <br />Intero�etotions. <br />It is the resons�bliitv to the user to e�ulmte these plan, �c� conforiJty <br />to local wdrs �e�uirnpnts. Pny c ioitlena� tlts�g� or tl��wing serdces <br />reqdred b� bcal codr are subject to CAT Des�9� standortl service <br />lees. <br />Tne Contrm_mr shall veNCy ull d'ne�sion5 anC [onditionS.Orior to beg:n���g <br />�ny wOrk ond noti�y O�npr OF o�y tli5:fPO4��ip5� <br />Cni ➢¢sign does �ot gvaront¢c thn ovollob'dity of ony ^uw�octaretl <br />pretlutts s�gge5ted or SpeCiPletl a� the P�ons of SpeU��Cot1o�5 lhis <br />odvlCo is tn vcrify tl.e nvndobllity af nll nnnu�acturptl O�otluct5 <br />b¢Gprp pro[teding ��th co%,trucion. e5petiolly those ItenS offCctin9 <br />ro�Gh opening dinensbns cr other tlinen5ion5 on tMe plan5. A�� <br />non�foctured nnt¢riels, conpane��s, Pas�enrrs, ��srnbl�es. et�. s1.aP ba <br />nnntlleJ nnd instCllea In co�ferranCp xith non�locturrrs sCeUGiroc'�ons <br />und Instvctions. �hpre soecifl� protl�cts ore cu�led For generic <br />eq�ivolents wh'�.�h �^et oppiiceb�e stnndords o�d specifiroHons nny be <br />u.etl. <br />�n tFe event af o conflkt betreen oppliceble coJas nntl r.pulatlonz untl <br />�pferm�w sto�Anrds ol' thpse p�ans ond scedfirotion., the nore <br />stringent pro�islo�s shoP go�arn. <br />No �ariotlon �eqv�rrd by Bulldln9 OiilClpl 5ho11 be bintl�nc on thr pe5lqncr. <br />specRicutions entl tlrn+inp5 ��tll�ote Flnlsh stwCtur[. Bulltler Shall be <br />�eepo�s�ble (o� constrvction ne'hotls, oroced�res ontl condlt'ions erpect <br />us speci(icolly intlicoted otber.�.e in can'rect dacunrnts. <br />DESIGN LOADS� <br />OCAiI LCAOS� UVE L0�1DS�� <br />Roof, wlth ShokeS/Shinales IS D'+f floor a0 psf <br />Roof, xitl� clo)'/cencr¢te tiles 25 psi Sto��s IOo psf <br />Floor 10 psf Oe[H•. 60 psF <br />ea�o�e 5o Psv o� aoao ntid <br />Ro�F 40 psf <br />INSULATfON: <br />RCO� <br />Voultetl oreu. R'a9 <br />Plot Ce�lings R-a9 <br />tXTERIOR VPLLS� <br />2 x b Stutls R-21 <br />2 x a Studs R'�= <br />Pioor over on-hcated '.po�e. R-0� <br />eos���-,: .���, a-zi <br />Slob tloa�-cn-grnna R-d .^v:sl7 ln��l0"�on <br />Ducts In �o-he�ted spaeez R-5 <br />ConT�leveretl rloo�s'floors over S„-oye R-30 <br />InSWption t0 bC ��Sta11Ptl with vnpCr barrief on IntP�iOr f�Ce- I: noy 6e <br />nvicessary to increase teh dep.e o� (r�ning ne�bers grectpr tFon <br />Shorn on the tlra�ings to uc<o�odote th�cke� �nsulotio� �otrripls os <br />noy be rvqu:retl by lotol codes of cone�tion;. toulkleq o� gaswei��g �s <br />to be applied ot all eKte�ior 5��15 o�tl p�otes o�d cu c.<enor enveiope <br />penetrntion5 (betrecn windan o� oaor (rnnp5 o�tl �ovgh-opc�ing51. <br />FDUNDATIONS <br />Foatings snall benr on f'�rn �nd�sturbetl sa�l o nm�n�n o( IB' belo• the <br />flnish grutle IInP nnd 12' bclon the lin¢ o� the oNglnol grode fOr a P <br />and tra-story str�ctm-es. and 24' belo. �mKh 9rade �or three- <br />story str�ctures. <br />Foundotmn ontl FootMg s�zrs ore based o� o ��.�nun aUo.uble so�l beor�ny <br />prco55�rr of 2000 psi. VeriPy local contllUons ond norit(y o�ner o� <br />any d�scrcyancy. <br />�o not e.ce�ote yreo<er t�+o< I-12�2 s�epr belc» �ootings <br />Foolings �o e+tend be�o. fro•.t linr or 18' belo• finsh grptle. nh¢hevpr i5 <br />greoter. <br />CONCRETE <br />AU 1'ountlotlon woll ond �ooUng concn•te :hoil lrvelope o ninh�n conDressi�e <br />Strength of 2000 p5i ot 2B tloys. <br />MI Concrete s1ob5 sholl deveop�e a nininu� conOressWe 5trengtF of 700D psi <br />at 20 dnys. <br />Concrpte forns. ,horing ¢ntl pcuring nethods zholl eonV'orn to current A.C.I. <br />s:untlnrds. <br />BnCkFill shall not be p�oCetl agoms[ hose�e�lz �clulning +olls unLb <br />0. Cancreie o� nasonry 9rout has reached iit5 2B doy strength. <br />b. Strvchral floor Cronln9 (Inciod�ng sub-fioor> �e�ulred to siobilize <br />wells is Co�p�ete ontl CWIy noiletl o�tl nnchoretl. <br />coNCRErE: <br />PII relniorUng Stell Shall be ticl'ornetl Steel bar Coniorn�ny to ASiM P613 <br />o�y G�AGE +o. <br />MI rein(orcing steel shnll be non�faatvretl defolletl, fnbrieoted ontl plueetl <br />�m occortl.ng •lit ACI JIBR, nCl 315R end nCi SP 66. <br />4�elainy wire �nb�l[ sMll conCarn to �S7N �185. �� 05 Iang e lenqth a5 15 <br />ProGticohle. Veldetl wiro fobric sholl be IapOed nt leost o� gr�d <br />witltn ok�s 2'. <br />Rmnforeenent sholl bp bant cotb entl [holl nat be welded <br />SPII[ES <br />Re�nfa�cenent in concret¢ nntl ��. �onry sholl Movn lop lengths os follo•s. <br />�Ness othM.lse specliieJ on tlroving9 <br />BaR SI:E� IN COnCREIE� IN nASOn�an <br />CJ �•-6' 2._�. <br />pq a•_p• 2._6• <br />a5 2•-6' 3._p. <br />PLACEMCNL <br />RNnForce�ent sholl be uccurately p�ocetl and supportetl by co�crete. <br />netol, nf other oporo�ed choi�s. specerz o� ties. ontl secu�ed <br />ogo�nst oisploee���t duNnq [o.+<�ete o! yrc..t p�oeenent. <br />ENCfOt +hPfP O�hC�wiSP notpd �'C�nfOfCCnP111 SF]II FOVP canCfetC <br />cover os �ouowr <br />o, Co�crete depos�ted ogoinst eorth 3' � <br />b. forned [onc�etc o9oin.t e<^th �' <br />C. Entorior (o�es af xoll. z� <br />d. Intcrlor Foces of .olls 3�4� <br />e. io top oF zlnbs an grodr 3��� <br />W�OP FRFlM[NG� <br />a�l solld so.n lonbc�� .�+utl be �a�glu•. Pir/LorU� installed os nafed on the <br />pions ond connected os speri�ad '^ '��+ nci6ng scheAule Lunber .holl <br />be u. graAetl �n nccordonce .�th cu^rent Vester� Vaotl Protlucts <br />pggac'mtion (vVPN slandard groamg r�les. <br />1. Pnsts. Beon, A Hende�t �� <br />2. Floo.', Ceillnq Jo�st 6 Rofters a2 B Btr. <br />1 Shcs. Plotes 8 Bla[Ning b2 <br />a, so�ds or •ss�a' <br />5. T6G Sub (��ar Decking 3/a' C/0 e�t. Glue Plyeootl <br />6. vop Shcoting 7/16' OSB <br />6. Roof Sheotir7 IS/72' OSB <br />All extrr�nr wnll tlea�lrg eoll Jpen'ngs sholl h0ae 6% 8 heodPr. <br />NIALING SCHEDULE <br />CONNECTIOM " NAILING� <br />Jolst to S�il pr Benn 16tl Toe Nonetl <br />Britlging lo Jalst i6tl �ae Nolled <br />3/a• T6G �eckm9 to Joists 9d connon ot 6' OC. at etlges <br />6 10' OC. �n fleld <br />R�n Joist to Joigt �6u iace Nalled <br />Stotls :o Botto� Plotc 16d �nce Noiled <br />BotSon Plete to Jolst 16d foce NUNed <br />Top Plote to St�ds 16d Pace NdApd <br />Uo�ble Top Plate 16d �ote No�letl <br />Corner Studs 16tl Fnce Nalled <br />Meutlers to Too P�oie 16d Foce Nedotl <br />RuCters to Tap Plute i6tl Po�p Nolletl <br />Ply.00d Roof Shenting Btl connon nt 6' OC. nt ed9es <br />6 12' RC. in i'leltl <br />OSB vnll Snp�ting Btl eonnon nt 6' O.C. ot etlges <br />6 12' O.C. in ileltl <br />ExCEPI aS REOUIREO BY SNEAR VaLL S[HEOULC. <br />NOTES <br />�t� frune Wallz s�+al� heve s<utl Prnning pleced nt 16' 0.[. e.cept .here <br />oth¢rwlse noted. <br />Top Plotcs sho�l bc tlaubl:•tl o� oll .0115 e*cept •hCre o:hernsa notptl. <br />Cripple5 under all heotlers 5�+a11 be onfiino�5 to botton plote. <br />�ObbIP �OI.SS onder �I� nG�15 p0�'p1�Pl t0 �0�525 PxCC�I �hp�f 0��1Qfw�$Q <br />notea. <br />Bbck all ztutl .otls os raqu'rptl far sheetning <br />Solid Obking between nll Joist nntl rof'ters at supportin� •ulls antl beans <br />eaCPOt Ot fIA jOiSt. <br />Oocble rin Jasa nt uii •nUs parolle� to jo�stz. <br />Beans. 9eysers G�tl Jo�sts s.�oDcrting bcorin9 .olls o� conceMrotetl lootlz <br />sholl not be notched. <br />All �nFters choll be nntchetl to provltle F�11 beoring or suCPorts. <br />FII jokts s�+oll have c nlni-.un of 2' beon�g o: suppo�ts. <br />la0 0ll jo�sts b' ���'�n�n ol oll intcrior beoriny .�pperts. <br />Mud 5��� o�tl ledger beords ot con[rete •olls sMoll Fpve onchor boltz oV' <br />tNe .:e o�d .pnciny sno•n an the tlro•�nys� EucM board .hull be <br />securetl •�1h et leost bo bolt5 and eoch bonrd shnll have o bolt <br />withM 12' of ¢och end. <br />Cover SV��CfS behintl s����9. shb+gies nntl •here ��dlceted on dro.��gs ��t�. <br />building .rn0• or un opproveH equivalent protivCt. <br />Provide double fruning ot nll roof L floor tliph�on penetrotlans u�!ess <br />a<her.isn notetl on pians. <br />MISCELLANEOUS <br />Conlractor sholl veril'y oll condltions ond tl'nensions prior to beb�����g �orH <br />ontl .hell notily o•�er oi any tlu<reponcy. <br />Conc�oc;or sho�� be respons�blr 4or anrloHans af deWaUans fro.� the plo�s <br />.ithovt .ritten con(Irnntlo� Pron Oe;igner. <br />[onvaetor s�+all prov�de ndeqaeee brannq o� s�nno�< nll Fort�c�s a{' the <br />structure enlil ¢II ne�be�s hpve been Oer�onPntly conneRed to{�ethrr. <br />Plunbiing tl:op�ans or dra+inqs Sholl be p�ovided by the plunbing �antroctor. <br />Mect�ng/Cooling dvzt tl�oS�enS J� drnwin�5 Sh�ll �e pr0��tletl by the HeotlntJ/ <br />CoOling conVoiar. <br />Heat lass or energy use coicolotlons sholl be Orovltled by Ncuting/Coolin9 <br />Contrnctor. <br />Tru55 tlP51gn, en9inepring ond plons shotl be p�ovldetl by thp Tr�55 <br />nanv�oCt�rer <br />Eo[h bed�oon sholl hove ot leost onc wlntlo� .�th o sdl hr�gMt o! no no�c <br />i4' pbovP thp f�a0r. <br />nll Plrppioce cper'ings sHol� be provltled •��h a tenpered gloss docr.. <br />Prov�tl� ovtsitle co�bustlon oir for f�rrpioces. .mC stave nntl I�quitl <br />Puel Meot�ng oppl�ances <br />Snoke netectors shnll be car�ected to house vowe�. <br />l�b and iub/.ho+cr enclasur¢s to Move 12' weter res�stoni 9YO��n bmrtl <br />ond u hortl, no�stvre re,�stunt surFoce up to 6' ubove floor. <br />A�� e�huust fnns, runge hootls uncl tlryPr. stioll ven< :o !he outs�de <br />tnro�ght ducts. <br />All evtc�io� wu115 6.�II. cannon to �n I.aoted spo[CS sboll be 2 X 6 stutl5 <br />at 16' OC .itn R-21 ms�lotia� unless otherwi5e �oted. <br />Provitle 1 Mr. flre woll between pm'oge nnd li�ing oreos, antl untlPr oll stn��s <br />r.hnrp 5toro9e So�cc �s avudablp. <br />W M <br />� o <br />Q N <br />W <br />F � <br />. N <br />U � Q <br />z � 3 <br />_ <br />Q � <br />� w <br />a cn W <br />W <br />� � � <br />W <br />a � > <br />Y � W <br />M <br />J <br />J <br />W <br />� U <br />.-. Q.' <br />a d <br />H X <br />o a <br />J 1— <br />W <br />� <br />w <br />i <br />Q <br />� <br />W <br />J <br />J <br />W <br />� <br />W <br />Y <br />U <br />0 <br />� <br />N <br />CI <br />Vl <br />V <br />z <br />H/�� <br />F—i <br />J <br />F--a <br />� <br />� <br />O <br />� <br />0 <br />� <br />0 <br />W <br />� <br />O� <br />C <br />0 <br />0 <br />H <br />� <br />W <br />a <br />W <br />� <br />W <br />V I <br />W <br />� <br />a <br />z <br />PAGE <br />6 <br />aF <br />6 <br />�1 � <br />