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1 B0 Evaluation Service., i ric.,
` .-1 ttUctlitatvf�Car�r,r.rljcitjtj,rIle InCi3r.rtltit�nl Cf.�r1fC•!;�t,C l`7f �'t1���.+lf�;�'latiG;a�S
1�apart Tdo. 2f I
EVALUATION REPORT
lq _ : AJUF CDYING AND AOGf DC Gt7N5 i Root Coming
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F.xTRi►DF.I� C:A�fCR1+'Fk, itV-f1�:xl.c)icKiNc. ROOF
'sup Ant�m�ll +c IN full iluittli l
rnurutc. HttCrs irtifatltlnunntn 00i out s +lx
We J 1: naw ;:rt
tht c
IME,MONIER Vt11.L+1.12UN1A shall have tro�`istt►n ilii t(rainattc ptdvitlinit , 1+.�1►tf?i itrr.+rl:;in o.t
CJ.A.5.5iC "till!'•, ,MIS.4141W "S" �Nl) c. ry a feel 1K by ;in 'f••� ica+�arrtHtu l.►t
Hl)MtrSTE1D,SPt-1TSHAK>:�)lr�;yd.:l,rEFL: T #r.� r►+tlectYrcct.tuntlt►ac'c.isl,ulaa5,�tspttYltu,+usi>r.ctnr� nsiJtsoli
CUHC.@ETF. TILES - have 1"t'tprirtrttt to ,� t31wd riwwls prions itr C.tit +tni9 itf etc
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nN1ER X00F T111-k- INC, ,,, �rrphirea srccssu u«a� ry muwi t+e tnstrtluJ to r nsutt•'ld t the rive t It
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POS'3' OF'F10E !;l)X,��61 ''� ut ttic� hca+n the same;+tuttc as, lila rcrr±ainut~rof tfic ttejtile.
�`` 3 Mendta Hr.ulap i►s" lila �Jta11 b.' ntru+uutea at rrtttttiliuth .
ORANGE. CAI ti�QRNt,+► 92b+67 p:
1. �ttbjvctt F.ztntlse►1 G�ty`,crcic tnteilswIlinu ; ixw,
,l iille-Mmili Willi.
trx�;tk. 'Slt
ndrriavtttentt C?n t:o�rUotni-a,l3tteiarftnuinn,qts��tttiJrwtrtl' imWwJteu,lnlvirtroikwttlittneintnk,l�"5' aol i(mn.crt►,.:ittS.iaKc tltc t nunuf'}r;
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i►kh hcuil lap And-ilIVI-tlurrmeia+- otn crixymcttt 14"det 0":46t` z4heat
11 Desctript►oret A.,
tiaitelt ilte extrwiei!'cdt�crcrs nnrl (ilia �►rc,n[rt- ihyll he i +rte.. with .UtetC90 1~wisl"ur..
Itx1144tt eictrtenul lta'vtn� the Jiinensttinri :uta cnmluurutonsRtwn !h<1►� , Sen'+Cc. Ince. Ac'rcriturltc tritrnr rtyf GOncrete'ver llnaettt+rtnert+
artlftnW tl (irC1..i1Ct:Si i i " UiCr1 4- �Y tlCrtt' 44 +Ctitseq 0►r tNe t, 144 +vtltt
• tiry air utltt� r Y yvouanic Jta rtlj c. nth inJ kilttctltntn i1+c unticril 1 y urr+tet tlratns
lyuiq $ 4it'vat lost tet u►irknca� inrfn !r ItN h hcsuUlp.arlcs-tnblt itaclr. ur at to
Aiinw i►r Y+tiuCt �C
�na{euleas. Titetties arc ttt rtbt+tricic>u
ro I ,iich� rlI1+MR lett la►:atl:t lift tibt: Unlaerntti
of me iter uvertar crit wrttr,l in r c:li stoker to nwt icc bulliluns tlilaclMerMnl lbnstslin$ liC
FatfitltS. aril+ins or 9rt« ni SIIC lh%ri0 illi nncrnlirttc ut tris ptatrci3J" tt+� rt I ' laavers of TYlie I S lefty +{+itur'u'' eh+ntll4 teem+in, uta11 bi;' tnrilililed
littiK c�tuvtrit.�liirtksoapJc.tirrart3 newncsYrcoulmiihviitein,tat.uuun. M� tugetner with t.L�lt
roMCd ccmgrirt4i� Jitat.tirt.lsesweatt drat hili+
Inieflotattntt tiaa:uC t7ltoa.iiitti un toe ilinuituatnni ctiulrs Jt trig rile itr tCstncJ tenaltiq imm the euve tip 6wrtioC tuti odin 4 it hea Ips►CjCtftCzrr tcttlK
latexit ntuu�i tt`itr snit"provtti�, l wnidt3itir. Ittuuditton. ifuh-%VOK hurt Uit lint n the txttltilim. Allerttately, the untknAmid t m•v tunat:tk otoN
ptr+itiAd nn the wtact�+tie tri .rati+r �r weucho rneekr, The Illus arc tom- irt^ly a� or hryvlet oxpnrtt�a hrta•Il h5se slteet.extenatng ltttm the t a've
posed of punlancl eGtnent "at.d � cicvted sand Yu:ui,:t;afcs. The uruon"axtetl puinc '_4 Irwhes insult: the-xtt:rtut' writ line or tot: nuiitiintt. when
(,. . i .: V• t iSYC i3C Slicer tliL,
YattUt7lt:iV itwltifatne►i lU "CQStitC tile itOCUCtitrn nt aCGtlRtrttettl with tt I Nuj Jf uscit► Ail, lilin20nfall :Phil Y tical 1C.eml nr lhe. cl:mcr,Uilx itf
the�rlpr ''Cu recd'tit+ttlin,.'.I?tic:t}t,kedsutlwac,i,�netmJlvCicushe.d. to IrtepedOtrNne,.ul+Ltoa.4nntlnulk►al tl,a+ctttwnl�uuw tl
CCtftenttutntti,inuicllal Ctiirt id wid1 prtrce. eJ dAirtcx AltdtpatCiv finitt• 'nal rid %!till be altpltr a wilyova msH41 %hc:u(nIt 4.
tne+l.OJtutc c stir uti ttii imeii►ully wt h ijir tilC nils y� tir►�ltuer ;t tilrougn• �. Fi,fif►liiritt� Vblicv t lttvitnus shall Fre i•4) 9 ntluec'.t nrniiic+rt•iesis
i+rett lrittljuct nN tat llaslltn extending it lca.•t I l iiu:Jtt,'s ttt m the t ntenrnr t rtrh
g, l�uuiytwii_Mc* L'on•tn Laws.. i Ci ncraP. 1116 inmlal!cd With t• trtih rtflaii u vtsrtei ht► hitt is tF► titan l in>:n Fittit ut{ ittt: rl,tiw floc li►rtitcd
nttlttltutJY iF-.'Jltij ji.it. WstiCr • '
A0t1 � rt,til itu ttsismnit. l'1us3tIn t,nti .{grfit ,�31�ii:.I:►c int 3Ka. thnli' t► Ir►t, _
tttcjf unN Csut t`ti J 1�, 4 •nt>rifcllsr Gi3tCt1 ti`rn+utC rnth hnntOnt.0 wolfu1luWnwl cil4ei S1S'All tic lurnrtl tu;tYul ic„ (Fi�u►-?CJ GCrCc� unci Ana.
ustd t
't{ - %fidlt�n pnrttvlc� mart rie cJeanea (rttm ;111 ntie t .wWi dial►'/; inch to iteiitiihtu prcVcnr wales hN`crtinvv, ilasFttnQi rinif
vgrtta•.-i u+ittnrttcn� trsi 1114 rn«iti'.
inte�lptKtnit Wens U! M++uet! tideltttt,tli 3tW IMIdt !kit :affil tU itR'�eitt �nttur Vipiy►,acnty, 1liXrs, cr►tmncyn tie" sitnil Fic:iif;l i«d. •nrlxr lir nintr
n►inrur (rICkeej tit drt1a�it (ties ►ltuai nt'a;p+: inrtuilelJ 1in� :tlluweti tU pn►vetii tna+ct2ttl untJ it4ll %�' tt?Irtit:tl t, iuiitiw f°i� Lttnitltiia ul'tFir. itiit
tJti .
rerot to tin it e,ueii, ;hllwt+et tti�`• �riril lie inst:tllctl itt til• lirtimior Ivan, l nt� flow; rill srwtttR Ol tilt tilC lslher 3pscru :t ttliii i3 uttiilc . ,i► 1
1Vr, 1. Tilei tn.iaiirtj uu rlrti"',iaurs li:��i +hz!t �. I.. �nril ht a>,t Udi :,vrr an iron: luau inaii inttttf�wcatc leaf! iint�.
e u•,:tir+tl'►1:uvcrtn!�r aUbk%xt ttj tic err. +t+iiiditiutlJtictut+swuaciv7i in 7,' ';ir Fastening':tger T;ibie tin: 1 Inr natital} Jtccwie,.l Wfi+:tC k
ys .uaiect (n !reale tor!!►' .urNJttiOtts Itie t1wt3JJstlifi mart OC in u+i it►ttl• nrtX'st► is stK:ctiieJ'. lists tlati per tiles it used iln rnW,1 ire a mtntrAum X44
un<rwuntri�rroortarNll�Ituftrtf'i'ci:rinK:,l tlutkK>Itt tau bZ �.1l,iedDct:ent• Curntr+n,tcsi*#nt htix,hatl of stttln:trnl length its rVii;.thle
bet. 1 '. Gi ucj• �vbi«x th.wnuw 1 11 in excraa of 1.4,n.ms+ger yCar, Il�s lntu''tt � :hrougli Ilse tio: w.4 s ni I c:fnt 01114. *1114; 0st li Itt�+
instllulCn r�+tt�t t>t ro rcrtmLutec �ntn il�uut4t �eenni�ai aWtc tin tVu, u.(1. 8. hli�. Rdgea rr'Rt►kc9:::ac:! htR unit ttid;c titc'i• tlt irr itailcd r,t
dAWdtkcsrntxh 14114 ,.� w trtnlgtlt mtxru ioitilflCCttrr4tnitin texistullnrsiutsutiidtenilanrr
2 q lty; Ali sheathlnrt .rhm be irtruuali tr �tupport the Illit k pehetnatc v, �tneil Into o� mntu�{a uic'tptc�n� ui tl"u sut,�trtIna nx+r'
int+ tved Ae a tnrntri+rim. + •t1.'A YttcslhtnK sh�i he ,rwtntnal :i �incta L'v U4 Nnsc coal ii � to N wre to a, ld4d of wt+Si cr 5lila rte •vrttlri►iitfJ etivcts tri»
incl( brwui ioan011t14 w ntat[tfnitnt. UC ..� then: Yrrncai Jfitelt snllii ani ftp All tvRc N1d'!iL'iif be CtWcttexhvlilh twit nt+ila, i3C'�lurNaiiutuf Belo
ctietaee ftitri siriwri inFi;tsrr Soi,d anis �pucea snc>ltnrne shalt Fie nitre!! us god hta aha uriltitce Mwo tx w.CMhcr•trt►tiied With lit rnpnived d n lie:"
= at+eotrYarrce vi+tri Itte a. r = y ,rein nr to netj t,1 , htfar lir ilihet' aoptoi+l i iieutitnq rt ateni�t. _
i, datterii: iii tells eh tl Fs+:1100iloW l•iiiCn by W inch kw►vnl. ttltii arc Y R.
4heh lail Ftclnw 1; I. ifs octi r to
.attar3ciiltl F►e�s+l soMnal�r u+idctit� tarNtridtoroticrtdtltnsiiat '
rdtsttitett rc+rwiidlV i�aNtacd'toat+ wneirt pir it tlili,l: tlit.'!'l+i it,:CnrtiiinrC x+i1n li+lontCr.tct;iirtt:lt budlcttnr, 5tieca tiiite*
4 '
Intiutinliie iticntrtrrg; �enrtrnituu anii
*heft""
e9icni 7. i c ti► irravtt9c t"aorta in itioitur agnate, The ttitttictrktn�t) ►inrx bl:ivvciln tiaiq tsics i
mitt" le aticnariii 9attcns mtut`h,ra�ue nN With,ctiriinion rc�rltiint d•
n;n si.� idcfics lilt tri ntbr file wildikd nn tinii slant, lt.ia iit.sn ant lir mortared«
I .- F a t�veii rtitai�.;nvenng. suaJt i:t tl. ine !tical lsuJliix - '' i„ In,tUsilntinrw-w •nwiiitlC �1pp iriiii1i , t C;+nWrsti� 4't C tihiiuft: '
Ise rt>lnl¢d nMcttitr �o0i ,� ` ., wdill `.. ,
�pptpyhl. ;le ori in ur►latloii nl hriititf. ri►rtinar r�tncn to fi to chstu+e Delo+ tidnzantri ►j rettiCai >Vll►.nrtfrt t l7f! tt+e nitir btt
;'" f ,rirj Ibt si ytt• t+nf}c+i to lite dee% vel ►1t .till+ rntM ectve to odor :tt .. i 1Fiattrr tniL�t bin .cancti tntm luUturnl tl5tan .tUutii itt� exmFJnq;
ntei4 7t r cnairr t{eC1t 3x tnrrt tov tWt tl.�witti a+ Hutt, 3attcm it h,. "
int:llteti do t c : t'�.:- . _ f!. ;., tt m tIQ PjvjCeillt11 tJLu Uuute a 3t.pW t t + 'tilt
n+tii rliret+nie rtiu.y "
utc::Fttcn ,i,itJ hdnrflnial��! ,anti fr�ienca >ti ,tit ►ntctsCctitius io rile tiar_xt�
ite+trti. ;;lei, dtrit aitttcn#ts 11i t citritrrli:ts with TsH a fro, 1, 'ItrtE tilt tr fur'"ritti to In buli+itI: Wf elui, 0iti taYrr lti'Ct:lt lir totirc
s_ _
- 4 •.- _ ., �. �'�-•-r•�•�'' /Yif� �+s i3�1�lYtd SO1f�f� Pf'1/VII�f 1f1�/1571111i�/i to t��iatil'1t.� �tfrtOli� Pf IY��14"�d. {IOlit%!1� i/l�'+�',' '
FiwNiiYAnA nom` � lC��T �Nlllur1/1rr1 J�
�i o UL O 9a wri?xYtjrjfetrfsolf. pttl/le'w(wmvtrtsterdna
i+nieb
tom n► r u bituerr.-� r►al i usr+ n lit are i~ul ro be cones v »v dthfr aftrtw4tll!! itHl t `
I
Id ti�,t�tljl*RVPIIA t�S;thfnC�/lfrQ
. i Irl iMlt*t1twMMt qr 1'� rt�LyliRlNrlurt
"►tilh.irdtatnfnafpi>+'+rnitrrtror�►IHrrrrrhntr},rdrririllitho+utrdbvihrr+rphcanl.iJ�ral"ih�t,atuanrrti,yrn»cr,l+�+'"►rc1
rl4rt rrptt ,
: rrst-re:rillt'dptrta+�,lnff ddlac bswt,�rre'r nal �bssfaeirl It %dellrrtrlr lir lni:xM ur+ ulnrnnarifi Vrrrilr+�+silad, /`hill Ali wri
.w+M+i� ih ►
t �`�1?rrtliirte,rr,irr +tt`f. 1ne:i cxdr+rrr ur�1*060d,, 10 0 400"''Fln111011'` f�des meir%�fr in the ra"por't �r at.,fo liiw>+ rndWY7 to 411 by
r wp/ jt illi! 1lrnlifd in, 1rrfWt'Mflrl#11W1119 w
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PLACE
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6EPARTMENT aF 00UNTYENO iNEEGFACCIT�
b t>r t t:,f3'I N tS A m o S,4.M C.'r y 64 Vis I'd It
i�ATE l»z0•T43A
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xtY 7.I0.1�11
Aleddit,ioh
to the II"dC re kirement'e Sor ".F�en1'orcins
and 'Seir;,c A,noarrage" Sn Sic Zope the t'v11o�r�na
yarovigions pa 11, apply:
1. ye,rti.cal The Ph steel reinforcing,
baz's sP ec.ir,ied in UBC .Sact i
a .on 3?0l� (c) s
A.' $Aok. 'd into Pootin�., '
r � ,
At ;each corner ' ana Sp a0,, nPt mora than, 2�
inches
oa center around tha c'aimney ead
c. Continuous ,for the ;toll height of the chimnay
'a t, the corners aad between f nes With other
bard terminating 36 inches above the level
the
of s�ac,�se ahs ITS where a :reduct * in the Y
s ix.e of t/ae chi,.m.ne
9 permits_ .tueomission of
the bar
XCBP;2'IO2): Chimn.ay constructed of hollow unit masonry may ,
have certi.cal re ai'orc meat ,spliced to footing dowels pro.vidiug
that the a liceis in
P a,pected prior to grout" the v+a11, *i
2 Horizontal Ties. ' The 1/4 inch diArneter s ee.l ties
s,peciF.ied is TBC Section 370;(c) shallbe`n
a. :Looped around tha pertic�Ll reinarGement.
b�r . Spaced not more than, 12 inches center except
that two 1/ inch ties
NO,
or one NO, 3 tie may b®
apaCAd 8 not more than 214 inches on, centers and
c. Tti+o 1/ inch, ties car on 3 tie shall
)+ a t,o.
adJaceat; to the steel be placed
se,3ami'e
ancaor straps.
3 , Interior Fireplaces and rChimneys. Fireplaess; and chimneys,
eonttructed it-hiakfithe. axterior wells ora building shall' be
amchored a s requfiad c3' t iiis ect,on for other i'irepZaoea and
Masonry and fakc orf-built fii-aP ALMS sha-11 hart; the
Ca)
...folloving
Might, fitrs to rnq the entire
Of t.11e fi=a boat, nptringqlass d��,
Cb)
a c=busticz cit ir:take to dray a f.om the outsider of t'sa bui?ding
�.:.+eczly intU th fiSa�4�Xy wtd Crl is at least sj.]C squ_a i.z,cbza -in arca`
and is eqjuipd wits; ,a zy {,p accessibZs, rs2.ers*�Is� and "gbt fit•..iag
rr.
:iht ,fitting, flus dimer with ay
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C0000101' 10, T Hf NA 'Of POP,! WATER USCI TYK, L Sook '16 - 00, 1 OR 41 DO HAVi NO T UOYMAL
MATERIALS, K
1; ALC EXTERIOR MATER'14�$ SH)WI. T w FULL R64 1 .0
AND FA C L SE COMPRI$Cp OF 0 014(� -
# I ''MIL 16D, AEARING, SHA k
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4-1- 1 �11 I I th 01 cu.& e"Tn .1A11CT UAT99PRMP I1OV OUTLET
THE"UN ORM bUILPI Iou Q PPLICABLE EO. JO. ,�,ATATC
1.061% .8t USED FOR, WAT 0
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P1 "1-4, '1 X'NON'f%"'U'E 17,
HE ISE
N.1,".EXCEEC POUNDS "AND THE 44 � 104 WAI VRE 17 7- GRQU40F �FAULT
'0; tAX , '11"Pi 't 441, L IOY OVT,�ET WITH
'I EP
6 PLATEJO TUD -1.061
Ct ot NAIL A-80 ISTS ARE $UP INTERRUFfER,
PA WISHU1,00
006 ls, Asbu." LIND,., AN, D UE 40
m ES "01",EXCEE0210 I C�j t Q� PLAN$ A40, CERT11F T P 0 1,6,0 04C. 'INC vtOmto 'ON' pimso
ARD 9 919" - 1-3 4 NITH AM
STUD TQ,.WE �PLAT&i,,T 10G) EXCEPT 'WHERE J6 OORTED 00 A 1.-INCHAY,
MATER
WERH�ffl�, AND1WET4 190 ity -STUDS, F__ Ito PIT S741P AND '"A'jK'ED 10 T4t ADJOINING $1 UP j THE ENOS
NU I - ", �IALCEI _', ff CON�RE k mIX, TO BE MAC141HE MIX Imilikki 'or 4.8 Foa. GAS
R 0`0FOO' 0OUB AM NAIL EACH JOI T �Om, 2
RA I L v 116",94C, 6F ST SAALL HAVE NOT LESS THAN 1 1/2 IN�HESLD
DOUBLED, TOP 'PLATESs , b 7
I -iY1rt_ I ADC A4Wn' lilCgff" 1910 '1 VISr. THAN 1 INCHEci (IN MASONRY
he 1, . , SACKS'OF CEMENT VE - �7 1',12 GJAL00 Or 20v WALL OUTLET
IONS I i- IW' "M`116'�MeTAF PEA,CUSI� YARD OF CONCF , �, � i� r
TILE' CLAY AND CONCRETEI wtik HEATER: 1.* �ER (MAX PER 'SACK Of CEMENT. CONCRE tt ly K;ry
5 WLL K SUPPORTED ATERALLY A t ENOS AND �1�
Of 2000 PSI (K IN COMPRE 5 STR. N
FACE NAIL L T TH PECT- .10 swl',"ll
1, ----WITH- NOW" A161D UATER.CONNE-7,T IONS SHALL �E STRAPPED FOR LATERAL
A44� ROOF TILE "ALL BE SECURCLY FASTENED WITH OF GTH IN 28��IW' 44$
- �60 AT 16." 0. C, THE ENDS,
E OR CONTINUOUS, HEADER, T40 5 AT FkH SUPPORT BY $000. BLOCKING EXCEPT WH
AIN JOIST IUIALI
JOISTS ARE NAILED TO A HEADER, BAND OR OR TO AN AP' A_R C Ill T E �1
,CORROSIOIM-n S%STANT NAILS OR NAI0 AND WIRE# ION NOT,REQUIRED.
SUPPORT ALOM, Wft EDGE og, wjm CONT
jR SYSTEA, IS NATUP A i"; i NG SOLT 9* $WITCR WITH DI tR
HER APPROVED MEANIS4 AL GASj HEAT PLINVOR 6OLAR WITH'ANY t CONCRETE THAT WIIL BE EXPOSED TO SOIL
OT .2, HOT WAT' CEILING JOSTS 'To PtlAtEL YOE NAIL 3:401 HER 0 "CAN$ SOL 19 BLOCXING SHALL "S OF MORE THAN 0,,2 PERCENT OR, MOREt 'HAN 1000
JOIN1146 STUD Oft By OT APPROVE T RAT 10 FLOOR PL A14 NOTE$.
'HE,BOTTOM 18TIFTE0 BY CEC. CONTINUOUS' �EADER TO STIOW TOE NAIL FATE CONON !4 I-WAY SWITCH
4 T;4E WITH PROJECTING ANCOR LO.G.S:, AT t., TYPE OF �9ACK-UP AND C DEPT 904
Y M'F. A' R-12 -OR TER OR APP NOT 6t, LESS T04 2 INCHES IN THICKNESS AI`113 THE FULL AL AG -
,L BE HIELD, IN POSITION B POTS PER 14ILLION I
OF THF,' TILES SNAI TMK IN$ULAT !ON HAS EXTERNAL OLANKE OREK h SOLUTIO3, SEA WATER OTHER t81MIC
T CEILING JOISTS,, LAPS W97PARTIT100 3-16 JQISY� GREStIV(
OF !"INCH BY 2-06 WOOD STRIPPXNG N , 1. D TO *,TKPI OLUTIONS $14ALL CONFORM TO SECT ION- .?604 (c)ZF ANO BF
�AQVE'D EQUAL.
DERLAYMENT, FACE NAIL 4 -WAY SWITCh, ARAL NVES
TER INLET MO OUT AOTCHE5 ON THE ENDS OF JOISTS SHALL NOT K40E WITH '7YPE V CEMENT, TYPE 11 OR TYPE V, CEMENT SHALL BE STRUCTU
U. Lfl`� 01 -PE INSWAT�D EXTERXALLY WPED,
ROOF SHEATHI - NG OVER THE ON 4. 'NOT WA ,, .1 c JSiTt- TO PAAALLE4 RAFTERS, 3. (NOTCHES AND HOLES 09 150
3. 'TILE ROOFS SHALL HAY& AN UNDERLAYtjF.,NT OFINOT WITH R_3,ORL GREATER (FIRST IFIVE FEETAN UNCONDITION SACC). 01m ING J0.1,
1`60 NEawFOURTH. THE JOIST DEPTH. HOLES awro IN JOISTS USED WHEN SULFATE CONCENTRAT IONS EXCEED 0. 1 PERCENT
LESS THAN I TWO LAYERS OF -15-POUN6, FELT, APPLIED, AET FACE NAIL EgCttf) 0 OPL OR CEILING MOUNT FIXTURE
S. V EAM W CONDENSATE LIM, AND RECIRCULATING. HOT 'WATER I - I i
AND, STEP SHALL NOT BE, WITHIN 2 INCHES OF THE T BOTTOM OF THE JOIST PARTS PER MILLION IN,SbLUTIONS.
WER TO :PLATEt TOE 011. 3-80 DETA I L, NUMBER
WIHT 20 POUNDS OF 140T ASPHk4T FOR SOLID HQPPING PIPE INSULAT ION MD THE DIAMETER OF MY,$UCH HOLE SMALL NOT EXCEED ONE-THIRD SHEET NUMBER
(.10 POUNDS -FOR SPOT OR STRIP MOPPING), OR NOT 14 BRAC( TOJAC" STUD AND PLATE. THE , PTO OF THE JOIST� 140TCHES IN :THE TOP OR BOTTOM OF CONSTRUCT ION,- fIUSH LIGHT
2 -OD I Dt
LESS THAN TWO GALLONS Or COLD BITUMINOUS COMPOUND FACE NAIL SIXTH THE DEPTH AN' E �1, SEE FOUNDAtION DETAILS FOR ANY SLAB AND FOOTING REINFORCING.
JOISTS $8ALL 1407 EXCEEVONEr it 'SHALL NOT 0
GAS PfOING: 8" SHEATIIIW-j 09 LESS TO EACH MENTS, HANG I NG L I.GH7 Two STORY FOUNDATIOI.
IN ACCCIADANCE WITH MANUFACTURER'$ PUBLISHED RI _1L
LOCATED ININEMIDDLE TH IROOTHE SPAN,. VAPOR BARRIER A140 FILL REQQIAE�
F HOT COAT T41R MATE --f f( Tkt�.INSTALLATION OF ANY GAS, PIPING SHALL BE BEA MG.. WE NA 2-80 0 ASTM A-615-40 AND DETAIL
SPECIFICATIONS, OR 30 POUNDS 0 'TO 41. (LAPS) ,.)015 Em. GIRDER 2. REINFORCING BARS, IF REQUIRED, SHALL BE T
BASE SHEETS SHALL BE x� .7$ FRAMING FROM OPPOSITE SIDES OF A 8 BRACKET' LIGHT
PITCH PER ROOFING SQUARE. _LL - 1 FE USED FO LVANIZED 09 WIDER THAN 1" 8 ,HEATHING OR PAR1 ITIon SHALL OE LAPPED AT LEAST 4, INCHES' 0 THE OPPOS- APPLICABLE 0,1,C, STANDARDS,
STANDARD WE IGHT WROUGOT IRONOR STEEL (GA BLACK).' NAI
Al 4 PER EACH BEAR ING FAC 3-80 LLS TO BE SECURED WITH 1/2"
NAILED, USING NOT LESS, THAN ONE, N YELLOW BRASS (CONTAINING NOT MORE THAN. SEVENTY -F IVE (15) PER- ING JOISTS SHALL BE TIED TOGETHER IN AN APPROVEC MANAR, 3. SILL FASTENING,, ALL EXTERIOR WA 4;;;(,9TPACT LIGHT fkmIN5 SECIION
SQUARE FEET WIT BUILT-UP CORNER$TUD$ 16Q!, AT 2-Ak' O,C.
H NAILS Of THE TYPE REQU,TRED 6m _7
A S. Q RM NG 01C
CENT COPPER), 09 INTERNALLY TINNED 011, EQUIVOLENtLY TREATED - I , jO HQ4S) JOISTS FRAMING INTO THE SIDE 0 A WOOD 41M xT6'r7M.CMOR DOLTS EMBEDDED 7" INTO CONCRETE, AT 72"
DECK. BUILT-UP GIRDER A-40 :BEAMS 200, v 3z"k*-O.C. AT TOP
BY THE 'MANUFACTURER FOR THE, TYPE OF COPPER OR IRON PIPE 'SIZE. BOTTOM 'AND STAOGERED GIRDER S-HALLLUE SUPPORTED BY FRN41RG ANCHORS OR! C0 'LEDGER (Ri CENTER AND 12* FROM ALL CORNERS AIIO SPLICES, UNLESS OTHER -
4. (WIRE) ATTACHXNG WIRE FOR CLAY ON CONCRETE TILE ANO WISE NPTEO ON FCU14OATION PLAN, COMBINATION LIGHT MEAT FAN FLOOR MATER IAL 0
2. ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPI?4 $HALL STRIPS NOT LES$ THAN 2 INCHES By 2 INCHES. S -
2*200 AT ENDS,AND AT QU I VALENT)
SHALL BE NOT SMALLER THAN NO. 14 GAUGE COMPLYING - IRTERIOR WALLS WITH SHOT PI NS(RAMSET #3348 ORE
BE OF MALLEABLE 104 OR, YELLOW ORA$S (CONTAINING NOT MORE THAN, EACH; SPI, ICE 6. (FRA"ING AROUND. OPENINGS) TRIMMER AND HEAAER JOISTS WHEN ALL
WITH U,B.Ctl STANDARDS APPLICABLE EDITION. FLOUR FIXTURE
SEVEN PLANK' Z -16b AT' EACH BEARING 1, BE DOUBLED, OR
ITY-FIVE (75) PERCENT COPPER). FRAMED AROUND OPENINGS SMAL OF. LUMBER OF AT 36* ON CCqltg AT BEARING WALLS AND 48" ON CENTER A' NON� L
5. ROOF VALLEV FLASHING SHALL BE, PROVIDED OF NOT S
EQUIVALENT CROSS SECTION, WHEN THE SPM. OF THE H�.AOER EXCE� BEARING WALLS UNLESS OTHERWISE NOTED ON PLANS.
LESS THAN NO. 20 GALVANIZED S14EET GAUGE CORROSION :�, I
RESISTANT METAL AND SHALL EXTEND AT LEAST 11 WASTE PIPING: EDS 4 FEET. !HE ENDS OF HEADER JOIST$ PORE THAN 6 FEET LONG
I& EXHAUST FAN CAPMLE OF 5 -AIR
INCHES PROM THE CENTER LINE EACH WAY AND SHALL MATERIAL541 SMALL BE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS 4. ALL FOOTING SHALL REST ON FIRM NATURAL SOIL OR APPROVEDCOM- 5/4
t, (TO FRAMING)-, APING ON A REAM PARTITION 00 WALL. TAIL, JOISTS OVER 12
HAVE A SPLASH DIVERTER RIB NOT L;*SS THAN I INCH 1, ALL STE PIPING WHICH PENETRATES 14ALLS W17H I HOUR FIRE RESI- SUBFLDORiv ROOF' AND WALL SHEATH19G 2 BE PAPED FILL. I've,
60 FEU LONG S144L BE' SUPPORTED AT HEADER By FRA ING CHORS OR to ��,O
A AN 0 IMES
MED STIVE 14ATERIALS APPLIED SMALL BE CAST IRON OR OTHER NONCOM- 1/2" AND LESS 3 OR 604 FILL, PUDDLE AND TA?4P, -T,019 CONCRETE SLAB OF NOMINAL 4"" THICKIP.
HIG14 AT THE FLOW LINE: FOR AS PART OF THE 51
8.0 ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES.
FLASHING. SECTIONS or FLASHING SHALL "AVE AN BUSTIBLE PIPING MATERIAL APPROVED BY THE UNIFORM BUILDING NESS, BUT, NOT LESS THAI%, 3 1/2'" ACTUAL AT MY POINT.
COOE APPLICABLE EDITION, STATE AND LOCAL CODES. 718--l' 3 P94 7. (SUPPORTING BEA -RING PARTITIONS) BEARING PARTITIONS PERPENDI- DOORBELL PUSKBUTTON
END LAP OF NOT LESS THAN 4 INCHESi CULAR TO JOISTS SHALL NOT BE OFFSET FAOM. SUPPORIING GIAQERS,
2, RAPID FIT WASTE ANDOVERFLOW,FITT INGS SHALLOE USED J" LIEU 1100 OR
"1 4"", ;, L
I/8"_1 VAN
WALLS OR PARTITIONS KOAE THAN THE JOIST DEPTH, JOISTS UNDER
OF ACCESS PANEL AS PER I.A.P.M.O. �FILE NO, 066. TELEVIS ION
COMB I Wil ION (IQ rRAMING)l
SUQrLOOR*UNDfRLAYMENT 4 AND PARALLEL TO BEAAING PARTITIONS SMALL BE DOUBLED. 7
60 A S Om` N F3 %Y'f
COMBUSTION AIR VENTS: V4* AND LESS A W AND C0L ING FRMI14;'.' -N TELEPHONE
Raw
1- "�MBUSTIOR A19 VENTS Art) DUCTS SHALL BE PROVIDED WITH MINI" 7) 8"- 1 8D' A
, LL, BE FRAMED .DIRECTLY OPPOSITE EACH
3 4 1. (FRAMING) RAFTERS SIli
10 0 OR 80 IDGE BOARD AT LEAST
UNOBSTRUCTED COMBUSTION AIR OPENINGS EQUAL TO (HAT SET FORTH I 118* -1 1/40 OThER AT THE RIDGE, THERE SHALL BE A R
SMOKE, DETECTOR
PANEL SIDING (To FRAMING,) 2 -INCH NOMINAL THICKNESS AT ALL -RIDGES AND NOT LESS IN DEPTH 1. KASONkf VENEER AND ITS iPPIACATION SMALL CONFORM TO THE REQU IREw 3
IN THE TABLE BELOW. 6 A 4_t
UAIN$COTS NOT EXCEEDING 4 FEET IN
60 THAN THE CUT END OF THE RAFTER, AT ALL VALLEYS AND HIPS KENT$ OF THE LATEST CODE,
2. WERE THE FLOOR AREA 'OF THE APPLIMCE COMPARTMENT IS LESS TH/kN 1/2' OR LESS 6 41
X T 5/84 80, THERE SHALL BE A SINGLE VALLEY 09 RIP RAFTER NOT LESS THM HEIGHT MEA%AED ABOVE THE ADJACENT GROUND ELEVATION FOR EXTERIOR
HE FLOOR AREA
TWIC OF THE XPPLIANCES THEREINIt THE MINIMUM
ABBREVIATIONS:
-INCH H THAN lHE CUT VENEER �AV BE
-AREA SHALL BE NOT LESS THM 200 $QUARE INCHES, 2 ES NOMINAL THICKNESS MD 80T LESS IN DEPT VEN(CA ORTHE FINISH FLOORELEVAT ION FOR INTERIOR _;k,
TOTAL FREE FFICIAL. "A
LAu teir Tur ci nme AarA nc Tur 100t IIANIoC MMDAUTHCUT IS MORE THAX ENO OF 114E RAFTER. EXEMPTED, IF APPROVED BY IMF BUILDING 0
2. (RAFTER TIES) RAFTERS D 2. EXTERI H FRAME CONSTRUCTION Al. ALuminum f L I ONAnoto
TWICE 7 , THE MINIMVA
JOISTS 10 FORMA CONTINUOUS TI BETWEEN EXT IOR 'WALLS WHEN -AT A POINT PORE TIM 25 FEET IN HEIGHT ABOVE, THE ADJACENT GROU140
O B 1 CO"N OR BOX AILS MY BE USED EXCEPT WHEREOTHCRWI$t STATED. RALLEL. TO THE RAFTERS. WERE NOT PARALLEL, ELCVATION, EXCEPT WHEN APPROVED BY THE BG CENTERLINE FACE OF $1VO
D Tl.INCH BY 4 -INCH (N("
,, INAL) MINIMUM ERING SPECIAL CONSTRUCTION 00IGNED TO PROVIDE FOR OlFrERENTIAL
COMBUSTION AIR REQUIREMENTS FOR ok OOUBL E FT4. F DOTI NG
FUEL.-SURNING EQUIPMENT 3 SIZED CROSS TIE$., RAYTER TIES SHA4 PE SPACED 140T MOAC THAN MOVEKNT.
CO"AO"
3. MASONRY UNIT$ FOR HOLLOW, UNIT KASONRY CONSTRUCTION SHALL BE
SURE ON' JOB
DEFORMED S,4-MKt STALLED 10, GRADE 'A"� UNIIS COFORAING WITH AS.T.M. C-90, CONS11RUCTION WR DRAWER
(PURL INS) PURAONS TO SOPPOR
SHALL CONFORM WITH APPLICABLE CODES AND ORDINANCES.
1D E " AT -INTERMEO- REDKE THE SPAN OF RAFTERS WTHIN ALLOWABLE LIMITS AhD SHALL RE SAWN,
MINIMUM TOT-tI. MINI" TOTAL 4, ORTAR SHALL BE FRESHL P D FRMLY 141XED OF 1 PART EA EACH RE/$
IATE SUPPORTS (100 AT INTERMEDIATE SUPPORTS FOR FLOORS) EXCEPT SPE BG LLS. TOE MXIMUM SPAN
R R FOR NAILIW4 OF MA 4 FEET. I HE KA �X IUM PORTLAND CEMENT , NIMUA PARTS LIME PUTTY OR,
UP WEE SPDXS ARE 480 OR MORE. RATED LIME AND 3 PARTS, CLEM,, WASHED SAND. WDRTOR SHALL. BE EXP EXPOSED, RO/S ROUGHSAWN
HYD
DUCTS OR.OPENo SPAN or THE 2 -INCH BY 6 -INCH PU41M SHALL BE 6 f EET BUT IN
DUCTS OR OPEN PLYWOOD OIAlPHRAGMS AND SHEAR ALS REFER TO PLANS. NAILS FOR 51 RENGTH OF t8OO P', S. I, AT
INGS. 'WHERE INCS, WHERE NO CASE SHALL THE PURLIN SE SMALLER 'THAN THE SUPPORTED RAFT- TYPE "S" WITH'LkTIMATE COMPRESSIVE mum& 2 p%% Y MY BE CC0ft'A,, BOX 04 CASINC-. 28 DAYS. EXT EXTERIOR T E�4P TEMPERED
FLOOR AREA OF R T WLLCA: TKAN 2- INCH BY 4, INCH 'HEM-
S. GROUT SMLL BE PROPOR11MED Y VOLUME AND SHALL HAVE SUFFICIENT
LNEKU Y COMPARTMENT IS COMPARTMENT IS CORROSION RESISTANT SIOING AND CASIM RAILS. BEA%. THE UNgRACED LENGTH, Of STRUTS SHALL NOT Ele,Ett) 8 FEET
W�A'Tt SIE)iCY FOR RCG- F.G. F I XEO' GLASS
MD T lit, MIINUN SLOPE Or THE STRUTS SHALL BE NOT LESS TAN
THE FLOOR AREA. THE fl.00R AREA FIRESTOPPING SMALL E POVIDED TO CUT OFF ALL C014CtALCIO DRAFT OPENINGS 45 DEGREES FROM T14E HORIZONTAL, CATION, S QUIREMENTS OF THE STATE ICH
OF THE APPLI- '_n7_HV`nTj CAL AND H04 I ZONTAL) AND SHALL, FORM AN, Eff ECT IVE 6AP R I ER EEN
OF CALI �RN! A DRATED LIME OR LIME UTTY
INPUT AN(FS THEREIN. AND SHALL BE USED IN �SFECIFIC 1OCkTIONS, AS OLLOWS; 4, `(BLOCKING) RAFTERS MORE THAN 8 INCHES IN DEPTH $SALI. BE SUP-
AND 2 1/4 TO I PARTS. SAND, PORTED LATtRALLY AT THE END
ALL'HEATING. VENTILATING, AYR COODITIONING, AND COURSE, GROUT' SMALL BE COMPOSED OF I PART PORTLAND CEMENT , TO
1. IK'EXTEPIOR OR INTERIOR STUD 'WALLSi, AT CEILINGS AND FLOOR LEVELS. t WATER HEATING EQUIPMENT SHALL MEET ALL OF THE RE- kOr.kING NOT ESS THAN, 2-IkCHES IN TRICKNESS AND THE. 'ULL
EACH 2, IN ALL STUD WALLS AND PART111 D SPACES, so B T MORE THAN 1/10 PART HYDRATED L,IME OR L IKE
QUIREMENTS OF THE APPLIANCE EFFICKENCY STANDARDS 0 THROUGH 2 SQ. IN. FOR I SQo IN, FOR T HE 'PARTS PEA
5004000 BTU'S 1000 BTLIOS low BRU PLACED THAT THE MAXIMUM 0IM D E NT A-40 NOT MORE THAN 2
POTTY,, AND 2 10 3 PARTS SAND
AND SHALL BE CERTIFIED Be THE CALIFORNIA ENERGY JOIST OR TO An ADJOINING, STUD, I OVER 10 FEET. GRAVE
f
W,000 THROUGH 1000 SQ, two 5od SQ. IN. nus BEWN RINGERS AT TOP AND WTI(M AND BETWEEN STUDS lo (SIZE) 5TU05 In EXTERIOR WALLS MD INTER19R BEARING WALLS OF
E SUPPIOA TWO STORIFS MAW
I,OOCIt000 STUOS 'PLUS 2 SQ. I%.. tIN, F % EACH ALONG IN �L IKE WITH RUN OF STAIR AOJQiA�OAG STUD WALLS AND PAP- BOILOINGS NOT MORE THAN HEIGHI S8ALk Bt. NOT LESS
MENTARY HEAT ON ITS SECOND -STAGE SHALL 0
, C. AA01PfO TOP, BOTTOM, SlUES 04S OF SLIDING DOOR POCKETS. 'METALS
E ISM BTUS OVER TRAY# 2 INCHES BY 4 INCHES IN SIZE, FOR THREE STORY OUILOIkGS
500,000 OTUIS SU04 STUDS S8041. BE NOT LESS THAN 3 iNCHES By 4 INCHES OR 2
3. THERMOSTATS SHALL BE EQUIPPED WITH AN AUTOMATIC
500.000,11TUS
'SETBACK WHICH THE BUILDING OCCUPANT CAN PROGRAM INCHES BY 6 INCHES 10 THE BOTTOM OF THE SECOND FLOOR JOISTS
ISLE MATERIALS SHALL BE KA�ED lif NONCOMBUSTIBLE SUPPORTS OR, Ah� Z INCHES BY 4 Itt ME004 'THE TWQ UPfER. STORIES. INTER16P uENEPRAL
UCTURAL STEEL SHALL CFRM T ,M. A-36, PIPE COL-
w� SQ. lit, PLUS Y F ITTED TO THE CHIMNEY Ak'.,O NAILED To
IN. FOR tACH Ill.( WOOD FPAING MAY B( USED. WIWAImG PARTITIONS MY BE FRAMED WITH ?-INCO 8 4-ImCM LM4 H F E
I BTU's T SPECIFICACLY M1114TIONED 0OVE,I SUCH CiNG STEEL SHALL BE NEV DEFORMED BARS CONFORMING WITH WORK PERFORtiED SHALL COMPLY VITM THE FOLLOWIN6.
OPERATION S14ALL BE FURNISHED FOR EACH WO 2. (HE UWLESS SUPPOATEO LAT(qALLY BY ADCOkAll FRAMINt, 1HE 2000 Blu"S OVER
IENT A.S.T.M. A415, GRADE 40. THESI ERAL NOTES UNLESS OTHERIWI.SE N07ED Oh PLMS, OR SPECI-
BTU'S OVER 1.000,000 BTU'S AS HOUS FOR PIPES, SHArTINGi BEHIND FOROIN STRIPS AND V"- MAXIMUM A FOR STODS SHALL BE 14 f(r FOR Z -INCH
ES 114FORMATION. 3. SPLICES IN. REINFORCING STEEL SHALL BE MINIKiki 30 BAR DIMEERS F ICATION$.
FURNACES, GAS-FIAED IjOOO.OQAO BTU's om PLACES WHICH COULD AFFORD A PA$$)IGE FOR FL4 B;_iNCH AND )-INCH By 4-IN.Cv4
STUDS; AND ZO FELT FLA Z-IKM
5. ALL GAS-FIRED FAN -TYPE CENTRAL COLOE APPOCABLE EDITION. rlb*"
IN CONCRETE A40 KINIMUK 40 BAR DIAMEIERES IN MA.%NRY, 2. UNIFORM C,'JILDIK
81 WOO AND 4*IN BY 4-INCh �TUOS- A. OtS,. 0901"WCf
STAT� CO 40 AEGUL
LOCAL AND
B TN HVAC* FIAESTOP� WHEN 0 UODO SHALL BE 2 -INCH "INAL THICKNESS. SUPPORTING FLOOR$ AN� CEILING$ OR RAFTERS TIONS.,
111'ff ALL NVAC EQUIPMENT. TO BE CERTIFIED BY CEC. If THE WIDTH OF THE Opt#tING 15 SUCH TKAT 11ORt THAN ONE PIECE OF St SPACED 140T MORE THAN 16 90CS.
KEEOF' j_jNtH
OUTE H 2. EXKAUS! FANS MO FAX HV M LIJKBER IS NECESSARY. THERE SMALL BE 4, (CAIPPLE WALLS) CRIPPLE SH T S
BE'PROVIDED WITH BACKDRAFT DAMPERSi 3, DUCTS CONSTRUCTED, INSTALLED AND INSULATED, PER. CHAPTER 10 NOMINAL 04ATLRIk WITH JOINT$ BROKEN: 09 ONE THICKNESS OF 3/4 IN $I!( TAM THE, STWol"(s AWyE WITH A MLtjjML" 10051H OF �A-
E DUCT, PLENUM', AND ITTING JOINTS 0 1976 Uko Ft Y t�= D. INCHES, Ok SHALL, bt FRVIED OF AID 6LOCKIN(Y. WHO 0MOING
SHALL OF, SEALED WI TIVE TAPE OR IY Of 10 STu no ;"OUR PER 4 FEET IN HEIGHT, SUCH WALLS ML BE FRAMED OF STUDS HA
ITt VERIFICATION OF ALL DIMENStONSA3D C(*O IIIQMS SHALL BE 7 At
ON S
.4 ADDITIONAL STORY.
IR LOSS, AND SHALL BE INSULATED ONE SQUARE FOOT OF FLOOR AREA,, tI11%TOPS 04AY ALSO BE OF GYPSLN BOARD, CC E-Ift ASBES1 IH( SIZE REWIRED OR A �t�ING Willi THEIR n-SPONSIBILITY RIOR 70 PROCE
TO CONFORM TO THE PROVISIONS OF SECTION 1005 OF AlN VED OCOMBUSTEZ-,� MATERIALS. 6, (PEADERS) HEAURS FOR ALL OPENINGS 4 FEET WIDE Oil LE
_LL PC 'PROVIDED WITH HEADERS CONSISTING Of D ALED DIMEN'
B L V OF
TliE UMC, 982 EDITION. URELY FASTENED :IN PLACt,. (mllciKk �WL ONLY fS TO SEARING WAL0 SHA U148ER PLACED ON EWE ACTOR. SMALL NOTIFY THE ARCHITECT 'IMMEDIATE
EITHER TWO PIE�t$ O AM 'ARPEN11TR Y
MO
S. A VAPOR BARRIER IS, REQUIRED I," CLIMATE ZONE 1, IN DOUBLE FRAMED COMMON. WALLS).,
OSS MY DISCREPANCIESOR CONFLICTS THAT MAY ARISE PERTAINING TO TRE
D TOGt1HtR,0R A -INCH LUMBER. Of EQUIVALENT tCR
14, AND'� 1'6. mumpoinmm
D DURING :BIDDING OR CONSRUCTIm,
DR, W_
L
SHAV, MEET THE 1972 ANSI KIR FILTRATION STANDARDS CLOSABLE MET A GLASS DOOR AND OUTSIDE AIR IN. WK HEADERS OR LINILLS, SUCH. HEADERS 09 LINIELS, SHALL HAVE UftER GRAMS:
9. ALL MANUFACTURED WINDOWS AND SLIDING 'CLASS DOORS MASONRt AND PX51ORY BUILDfI9EkAtES-. GLASS WTION, ALL OPENINGS MORE THAN 4 FEET WIDE SHALL It PROVIDED STRUCTU
1. T1d F ITT INC S DW RM WITH THE $TANrJARD
NND LESS THAN Z' -INCH SOLD SEARING AT EACH EhO TO THE rLOOQ.,OA WL -LumaEg SHALL BE OADE 14ARXEID 00, CONFO
H IE EED TAKE WITH PAMPER (NOT REQUIRED FOR FIREPLACES NOT NEAR EXTER T
BOTTOM PLAIEA F $I,NG RULE$ P S, 20-10 OF THE WEST COAST 008ER
G DOORS AND WINDOWS LEADING TO UNCON- IOR WALLS)i S EAM AND HEA�tmw-stz,",4, GS
2. FLUE OPER. GLASS tLAZNG�* EE R AND SHEAR REQUIREMENTS.
ED, SEE PLA,4 FOR WE,,.
-Y BE SOBJkCT
WXTER HEATER DNS WHICH K To M04AN 00ACT SUCH AS RME- NTAINING A-UMBING. HEATING,
11. STORAGE-TYPt S AND STORAGE AND BACKUP G GAS PILOT, PROH)BtTtO. TW LO?,M A sTUOPART MONS CO MALL BE DOUGLAS FIR -LARCH., S4S, UNLESS OTHER -
TANKS FOR SOLAR YSTEMS, $HALL BE EXTERNALLI� WRAPPED FDtLA;S HLL, 'BE $0 F-AAKO AND 'THE 401SIS UNDER01EATH SO D LLOWING GRAU SHALL BE.itit mItNIMuM ACCEPT-
AN W
ISUTION OR GREATER I PANELS,, %IDING GLASS DOORS, SHOWERDOORS,IUB ENCLOSURES G PROPER CLEARANCE FOR THC PIPING. WERE, A
GAS- COOKING. APPLIANCES',
12. THE FIVE 5-T AND STORK DOORS 'SHALL MEET PART 11 ION CONTAI. G (STUDS)
FEET OF PIPE CLOSEST TO TH.9 MATER' HFATERj 1. APPL I ARLL HAS ERMItIENT IGNITION DEVICE. FORTH ItN 4IRG SUCH PIPING RVNS PARALLEL TO TH-C FLOOR STUD (AADE" tPACE. sHm.L se rNSULATED 'LoING CODtt APPL, CWE FAITIO. STATE AND LOCAL, �QDES, PLANKS)
IF OUTSIDE CONDITIONED UPI I FO 1*4 SUI OISTS, THE JOISTS UN0ERNEA1H SUCH PARTITIONS SHALL tt DOUBLED WRIZONIAL FRAAING. (JOISTSio RAF RS
AND SHALL BE "NO. 2 GRADE OR BETTER"
T H PIPES 2" 'THICK. t" AND WIDER -
3i STEAM ANDISTEAM-CONDENSATION L IGHT ING. EFF` IC I ENCV: L BE SUBMITTED TO BUILDEk AND/09 ARCHITECT BY 'TAt RETURN RECIRCULATING- NOT WATER PIPING to __GFNERA KOHER t'1T1IPPI11G*. 4 09 P'I�ns ARE PLACrD IN
PIPING AND L LIVING,'FOR 'KITCHENS AND SAIKlY.M5. 26 LUMERS/VATT 9RIOGIED. W4ERE PtLft ING, HEAT IN OTHER UNLLSS OTHERWISE NOTED- F6LLOWING T. ES. DRAWINGS SMALL BE TO 'SCALE AND COMPLETELY OUTSIDE T14E BUILDING ENVELOPE SHALL BE INSULATED SWINGING Wo S. mo, E F THC AS 4 THICKo 6 A14D WIOER (WIDTH
It AL OPENING 10 THE wa,104 09 PAR1LYI.N A PARTI TION#NECESSITA SIONED AND NOTED TO REFLECT TO AEWIRtMENTS OF THESE PLANS AMU'OtCi
R H T20 -1406(d). I'! 100ED Ak SO(,ES 00 KATEt, A METL I It NOT LESS THM 1/8 TPICK MD MORE MAN 2" GREATER THXN THICKNESS) -60, 1 GRADE
,(AS SHALL BI FULLY VEAIMER $10POtOo IMATICINs AND ALC LOCAL, STATE AND FEDERAL CODES AND ORDINAftcO.
M Name Alk INPILTkAt'10N. 1 1/2 INCHES VID( SMALL BE FASTENED TO THE, P
LAT E ACROS"� AND TO kIn BETTER' LrjL(SS OjHtRWI$t NOTED,
GASKED, OR 0HEAWI'SE TREATED 10 LIMIT HEATING AND MECHMICAL
KITCHENS AHP� BATHROOMS SHALL HAVE ' Ali EFFICIENCY L ED 'WINDOWS *40 �,SL�IOING GLASS DOORS. SHALL NtEl TW, EACH il ENING WITH NOT LESS THANTOUA j6d NAILS. do POSTS AND TIMBER 5" x 5" AND LAAGER
2. WROUG R E
L S PER WATT. OR BETTER* LIkES OT81RwISE NOTED.
'OMEN EU.ICTRICAL AIR INFILTRATION STANDARDS Of IH� 197? AMERICM NATIONAL PmLMAX TOPS 6. TRUSSES ;�tCALCULTIORS
, A'ND FAUCETS SHALL BE EQUIPPED WITH N71k 1. (eRJOGING) ALL IONS OF WALLS WITH STUDS A PROVEL EMITES- 3,
STANOARO$ INSTITUTE, ASTM IN DIRECT CONTACT Wils THE
D APPLNCEEF, Or 1.41 POUNDS PER SQUARE 'FC01 140 SAL BE CERTIrIED A,40 HEIGHT 10 LEAST T01tKAtSS RATIO EXCEEDING 50 SHALL KAYE' BAIDaw 41NEA A -
Rt Or PE04ANIENT STRUCTI)RES, iKALL AL AT
rtclENCY STANDARDS AND SHALL BE CERTIFIED TO THE WORKMANSHIP* CABLEDt, GI*O MOT LESS THAN Z I TE tmam AaD USEOFOR 'THE SUjPO AT I i'C VERMAT ION '*RK SHALL 1E IN FULL ACCORDANCt WITH ALL, MOM ROLES As THE ST1UOS FITTED SNUGLY AND NAILED THERETO TO PROVIVE ADE- 'BE TREATED WOOD& AND ENCtOS0 ROOF RAfT16 SK4U HAVE
1. ALL WO I TTIC SPACES
ER THAN It, SUPPORT, uKE%S COVERED BY INTERIOR OR EXTtAIOR ?, w000 JOISTS ORTHt DOTIO14OF W�00 FLOOR$ (LOS
AhD REGULATIONS OF GOVERNING AGENCIES MO SHALL COMPLY WITH' QUATE LATtRAL ttA'A �StP�,WE VENI:I(AT ING,
MASONRY AND FACTORY -BUILT E1*' 'ON EXTERIOR THAII 1 INCHIS ?0 114t AUUND CROSS VENTILATION FOR C WA
EQ1IAEA_ENTS OF THE SERVING, POWER, AND TELEPHOE AEQ0IREKtN1 OF EGS TED AWNST THE EWANCE �O
LL COVERING OR SHEOHING MEETING THE MINIMUM [hCHE$j bg Q�000 GIRDERS CLOSER
Wltlil TIGHT THE A L )F IREMO 'WOOD
-FITTING CLOSE -
WALLS $HALL BE- EQUIPPED THI -au uNDCRFLOOR AREA1 AND THEIR SOPPORls, SMALL BE I
INSTALLAT 104t L 1191FOAN ILDIN6 CODE APPLICABLE EDITION. FR LATV� AREA, �HALL B� 'NOT, LESS AN VISO
ABLE MtTAL 08 GLA DOO TE E SAS
(CWTING'AND N97CHING) IN EXYC.RIQR WALLS AND BEARING PARTITIONS, OR ALL HEAPTWOOD, �F APPROVED NATURALL
XPO$ED TO WEATHER 'SHALL F TED, EXCEPT THAI fit AREA'MAY
'ING, OF THE FIREbOX, A COMBUSTION AIR INTAK I. ALL, ETMPMENT INSTALLED OUTDOOR AND E
MY WOO STUD W 0 CUT 0.4 140TCHED TO A DEPTH 801' EXCEEDIK LISTED IN THE UNIFORM BUILD44 CO EOITION. SO* PER CENT fjF RECv4I_R VfWTL
PED, '101TH A READILY AcCEssILLE, OPERABLE, ND TIGHT- BE WEATMO-09000' AND G,F. 1. 011 EXTERIOR RtCEPTA:CLES. PER T ED,
-D NOTCHING OF STUDS .70 A, OWES, PER
24 ATINGARCA ISPPOVIO0 BY VEIttILATOkS LIZICAJED N' A' UP
T To DRAW AIR rROM THE OUTtIDE Or EE I ITCHEN AND BATHROOMS SALL BE INSTALLED ABOVE OF ITS WIDTH, CLItTING AN SILLS AND SLEEPERS.
ION PLA
t TING DAMPER S Ok SILLS'MO SLEEPERS 04 A CONCRETE OR
TEO ON PLANS. DEPTH NOT GREWR THAN 40 PER CENT 'Or THE WIDTH OF THE STUD..I$ IE P09T ION Or THE W E14 ILATEO AT I FEET TOE BUILDING, AND A TIGHT-FIrrING, FLUE DAMPER WITH 'UKE5S OTHERWISE, NO TH AND SILLS
IWORK fOI E 1000 RMITTO IN NO IAECT'CON7ACT WITH EAR
3. RECEPTACLES SHALL -11C 'INSTALLED VERT ICALLY AT 12� ABOV WARING PARTITIONS SUPPORT H EAVE, OR CORNICE VENTt WIN THE BALANCE Of THE OQUIRED VENT*
AREAbiLY ACCESSIBL9 CONTROL. E TREAT.
16* INSULATION USED SHALL COMPLY WITH -CALIFORNIA QUALITY 4i WALL SWITCHEt TO BE 42w ABOVE fLook. IHM THE WEIGHT OF W PARTITION, WHICH REST ON CONCRETE OR MASONRY F ILAIII014 PROVIDED 9Y FAi OX COR410E VENTS.
'ED �=D OR FOUNDATION A MARKE0 OR BRANED BY AN
So PROVIDE UPER GROUND WkE,RE NON-lWALLIC WER SERVICE IS USEI)k 91 OE WATER IN DIAMETER THAN Ad PER CtW EDsMD, ALL Ap
DS. - 11 1 - I Of 'tHE %TUO'MAY SE kl�!ED IN MY WOOD STUD4 BORED HOLES NOT MCL LATION.
17. THIC INSULATION INISTA110t SHALL POST A SIGNED CERTI- KhTERIALS,
INUM WIRE ND RER EA RE DTH Of THt STUD ARC PtOM1110 COLUMNS AND POSTS,
FICATE... SECTION 176- INSTAtLATION ERTIFICATE 6AWG AND'sMUR 9OU NOT BE USED i" 0
I:.AUv4VkYj IWAT0 tLOSL"t
WHERE EA0 90REO STUD L"S AND POSTS SHALL BE FRA14ED 10 TRUE END BEAR- O"F.
L
), AFTER INSTALLING 114SULATION,o ILECTRICAL WIRING, IN N(MBEARIN6 PARIITIONS OR IN MY WALL ALL WOOD CO 1 rj`THS�* ]POWDER,
L IS DOUBLED PROVIDED NO! MORE THAN TWO SUCH SUCCESSIVE ;WJBLED IN4S, suPMRI'o, SHALL BE DESIGNED 10 HOLD THE COLUMN Colk POST SIMILAR R06AS I�HAT, ARE NOT PROVIDED Itil N Aoru #A u
IrNt HSTALLER SHALL POST IN A CONSPICUOUS LOCA- STOS ARE SO OWED, IN NO, CASE SIKL THE Mt OF YK BOW POW110h AND TO PROTECT tIS BASE. 'FROM DE'TEAioAA VENTILATION Isy MANS 00 OPENAOLE EkTERT6* OPrM-,'
TION IN THE BUILDINto A CERTItICATk SIGNED BY THE !CAL YENTIoml
HOLE BE NEAR0 '-'kN 5/8 INCH TO THE. EDGE OF TIO, IN AREAS EXPOSED TO WATER ShASs AND IN, EXTERIOR INGS. SHALL he ORdVIOED WITH A MECHAN
S t'�D PO ED DIRECTLY
HE B HAT THE INSTALLA MOISTURE PROTECT* WL(iS SHALL NOT 6t LOCATED AT THE SAME SE01% !OF STUD S A CATIONS. WOO COLUMN A, H D BY PI(RS LAITION, SYSTEM �to"N&CT O M4Z tION' CONOPM3 WITH TH19 REQUXPEHENTt OF _t1ttE 24, "AT 'THEL
INISAD FLOOR AND
2 CHAPTER 2-530 AND MATERIALS OR !NOTC4, Cothrmg,bt Pk,' 0100 FIVA Aig CHANGES PER
114CHES ABOVE THE F
10. 90004 uINDW, SILLS OVER FEET IN, LENGTH SHALL BE DOUStED, S94L BEAX ON A METAL SASE PLATE 09 A FOUNAT ION PLATE 69
STAftLEb CONFORN to tHE RVE'QUIREMENTS OF TTLE 20,
CHAPTER 20 SUBCHAOTER AR 11. $LOC91% TO BE PROVIDED AT ALL HMDRAW%,�
� 1 4 TICL 3,, THE CZAIFloo -Y4---XL KAS"ING4 ODUNTEMASHINGo Amt-, COPIWS 'Wlh OP �NETAL �t4k( N SHt.:b
L I ' S 6 U3, GAME COR SOLID MASONRY 09 GROUTED HA$ONgV, CATE S"A L AM Or ' ' so '12. T�If"E.R STUDS EACH SIDE Or OPENINGS 6"0" WIDE611 GREATER TREATED WOOD OR FOUD tMOD 04,CEDAR KAI Ot
,STATE' T14E MANO0ACtUkE90S, N E OT LE S. TI NO. 2
AL IbENTIFICATIO, INS.tAL VALft, AND METAL. SALL IIE DOWLED. DT
WOOD AND t0fli �_%E_
ARAI I' No tjf4� AO'O LjfCkT`10NS. 0 utro") t"6- 'LASH'Af ALL'10600, TO MIL 00SOm 011.66ARD WOOD, EXCE Y FOUNDAITION REDWOO
P LOOSE FILL INSU -2�* FLASH A XOUNTERF
WL F I ED
t r1bOT CONSISTENT JAB
T_nL
INAED WEfGHt' PE FLASH Mb�UUL,K WOO EAM At'* QLffLW, 00S 0#11IJECTIWA it
lRow" -i
.1 A,
DENSITY MA THE 1XIE4169 'OkLS 6K ROOF "FACES WALL804RD SHALL ICE Willi lit
MAN00A�1UREA'S LABELED iNCH( ATH UNLESS S0AAA% B
WITH TH 6 IWALLEb IN At W HHT UAS i INCHtt �IN THICKNESS WITH AN IMPEkVIO�t �EMBRANE IN- OIA, DAYEA, SIDE. AIA 00
U
R" VOit, Eo 3. FLASH., ALL �tXYERIOR OPEN IW4$ 'A' ON NDii -o* MAX. 'LAT(OL LED BVWEEN THE WTH AND COMM, bESIR9D STA'ADAk''D Of,iodtk AND StAtt 0006 T I
!81, 00 NPILTRAT%ON C D PtNETIRN4, �I'rs, 00 To, U.Sito , A,.PLICA, �Itl VAT 2 x 0 AT, 16, e It STk APPROVED SPECIMA
4,4L ALL CO )EI cokkods 'to, A0 FOR NED104C CAAINVS Rom F1 14 11.
SUCH AS AROUND ANb pgktAtIONs SH*" at i�XdL _EA FRO_
jjINDOW QYA UN WALLOOARD SHAL TION'S MIU$1 Op CAULKED AND SEALED t, INS L Ifft At I ALU PLOO Towel
E
PRO 11 UTILITY Lk FLOOA 10111ol PhP A 0000.
PLATES, AND OP INGS 061� F R TH L0 _t �
-XI46, Ilicitok 7 ALLAY I* IS ' V I DED, I"t * ill' 'SPAtE Air 10 1,4 0
IwalovAntrh Di, WTH ALSO 91 0
v 6 0WN (I
01PEt AND WT IS. FN P VALLLT I'LASH U� IKALL Ot �FRUY 1U1 V f ILL33' "A" !!Vo, CU UAL -6 EADS,Ot 401 'L OCC C TH FACE Do T
'04 WkL'66M 'U0 A 16* 0 f 20 tliO* 'WtI LA40ALY SI'ArAT'. NO400 AT k%L E10050 E VU (RESAV147 bA0BE tokS HEADS Mp jp$5'Sj AT
ALL EDG6 AN - 0' SW -0 END :Or A4 CAAINtf�,',Aloo
WGt.COA'R1D$ION AT
UNIZED SHM 4E51S AND SHALL EXTEND , '4` WAR
FRMING, NQOEAS�,�,',CXUPT THOSE, Me IN At MR- ANPA40, HO. 2 01", tONSTOCTION GANS MD SHALL BE
bt SY
LEAST 3 INCHES F", THE UhTf A I ME tACKMAY �MO VALL MV9'-A- - TO HEIGHT OtOck SIMIL4 fiNisk APOL A
krL VENWOF A R I . .1 1 WN' LU14,
'IAAX, LATERALLY SpAtto NO OX tHAPI 4 WOU CLEAA,, ALL -RES UN LUNBER SIIAL T t E.R'T
Sh t 'Lt. INCH HIGH AT 'HE FLOW �10 E 2 6 At 16* OIC W4 1 A L BE CU, FROMI.,90 H
k'l `6 k �,M R PAN
ASH ;DIMTER, Rib, NO THAN 3/4 '"D SHALL, SE, 14 40DE TACT' EXCEPT ON fLYWOOD SAWHINt 1 0, E t' t
SHING, %T E CON 2 to
FLA
ED AS P RT Of'J�HE e�
)V ON S 00T. E
Of KT, , US% 1W,4 INCHES KT ON 0 A04 NG 40WAA 'a, dto SIMP,
SECT IONS 60 FLAWP4 SHALL VE UNSOPPO WMINAL t4lz
aklD SPACtS WOE FINE. -ACS I$Y N't ill I A ''D i"k?"A ANO IS 'to OE 0 IN I NON 1/21, THICK &�D AVE t NEL 106fIFICATION 0 Sw, ws t�b"Ntt*
�RdVtb took
EINd "LAP I' AWIAED4 At NO X OF �4/ i"AR 901M At 16w 0 C.'AA3 3VA, FOR 90TVIS 41 ALL f IMM 'ALL �10 SMO ES SAALL 6EAW -1
W, t. 0, t 40. 1, OR UTUR AND NAIL WN .i6W 09 401 log
41 LL 0 '10 VR 11' ING 11y,
'000,04y VIT WAIDIAL W1,
4 THE slit.Job SPAtIOGbt Ast S, tA le At Aw 0,,C. MU SHALL et mixtum, I MD 114 VANDA90
MAIL
4� INSOLATION, LE16p,16h, VATt, AND LOCAL"'O Sf IfASYMAS- S Ot W N 64tS MLOWO.
1�151lj) INSUL TIOO SML AL Oft, WAS Im, AND ci�c GRADE
L ''b t�. 1IN L� EX1,0100, Wktt� i EXTERIOR 4L
AND U, A., SS T -INCH FROM
NOE TEO AREAS, BOARD FASTERf-AS AT T Soft
-it 'SPACED Not LE H44 �Jttl, ENOS 0
f WV�AO F "a
SO (GA04C 5 ORoo I Pt 41 E S Ot.
HE Too AND
till
C. PL Y W t.,A
20 At L ION SUBTLOOR-oOME
'4
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0 Ef 6&WEVA 0015t, ANO� FRAMING4 KA'E' E_ MILS''AWAU"t DGE's AN PrOl, I'M T At INIKLO, 6/4' H]Cr. 7 NGU Not.
SS"L 9 YW OR '"40 SPANS SHALL A* "'t,
"To. �A It* -AND WALLS LPSIM HE NUX"Of ' �-4,"',�w:,", ,
tt A' `bLIt&'.PtwFE r"PPOR :L IN[
$ S AND *)[16 FOR
S.� t AND AW A PANft IDENtIPICATIDIII I iA
FLOOA, 0 5 MA
T 'Ex -
N- W104 �SAAU'VE INVAL100 KETWEEN RAFTER o
, L M 4 Is, AA14c, ONI LL SE ONOt
MIA SO
2, 110 'JE Cc ELMAT PACING OF 16" M' kAymt4f
SU ot6 EXlEg log �'TYPE
'CE IL,lho 40 1 V, NfAVE' �RCN Wtt 04 A SEMLIM.� ,0000S 1104' 01*00 IN CH "At, dont C,ic 'Otwab AN L4 "qAAD(S' OF SAN
0 t t, - 0# 3.
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'SPACING 11S�46 Q... SE1, 106 fNICM *ONGUt AND 40DOLVE '2 .64, 1
T A I S, of"L �Eot 'FLOOR J
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ODA wjtt��g E" A i, Not �10'1 MOW 14,*AtE,:� PikV fW.'OE f0itht
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