HomeMy WebLinkAboutPUBLIC WORKS MASTER # 1648 1977 EVER - GLO INC.�•1
.
i
ti
` r
r 1,
'.
C
114
qq).f r..p+ Y I �,, M1 x".,,:„,,..,' 1", }u,,�.w$'"a""=wMrS�1t' `!�•dn�SM.%Kww'-�dV3't.°"'�Y"'�'•'%�'' f1:i'+`s,•dif.kr.r *��Sfl°�r!. 'f M"g.h.: g.E•3u7°`+tiMdM"�'::*:�'�4'MMrXm•�k+fiFk,M.HF 4�r?.,ail
T
r
�i{I1����11111i1I�il1ll�lilllll�Il�Iilll�llllllfll11111ElI�NilNll(NNlflllilflff�il
�11i11iNiNi
C��fN(t(I�NNNN
N l�Ni'NNIININIIIN tNN lN1N�1
�
tN040����I����1j��1������I�2����I����,1�.���►I��1�i}:I(.,��J��I���,��l�N�����I������ij��C�l�i�1j����l��j���;�i�i�(������.�I�1�������N��N���������������,`
`
ICR ME'11me
M• StYSR
OA IY SM4�r�j}'�y�g 'prec p 7 y�, r rn '�•y�, ;p {�� , s,�
F`,N P7 tiA4(���{,',C YDQJfi.AliR4i Aye Ia9 Wdf4YnY 3'nL;a�� d4 t?_,n,,
C1t 1 +;' tf1 !* ^$"�`1 "''yll
, j p�jW jt
1 vIR.,"aRD �V Cj�,�I �t¢'�, �� f e '�
for pe best� x*ivMM'MF*M 8� � '146+! x
D6 98 t o Ze .0R SL 9Z #L o� 0 09 tab .py to"a ,� e rt a,t ,
,�J p ...4
��
S•.k k e 1 r n
fiolfl �f
1
i!- P
i�
i,
M 9
..
�1t NFUt I 1 ' r . f 11 C, _C, I x $ f'�'.hJ1'ralll"r' x ttiz t. AG ,t.
t
'.
fi
VENEER
A!�`F�iarr:ATI B�
Based on Recd 'trrt Mail �#i"' 'tc�`'tt
6"rkh lrti tri iilrrr a! (:onferemrt
�
See Sections tt eta
riri 1irltF ;�li 1 til!= it?i; t,d+x
^j
,
'
Scope
,
i
This Standard provides methods for application of mIl,crud and
'a'ec 30, 101. '
lr Stone Uri,t} (W Sn� uc . 1IA.VJr it,tlrn Sit f hichne:. _, atone veneef .
?
anchored veneer where designs VC !lot provided,
r:,r� dingi TO in;ch Tit Ihla''1 i1C,s�stna�' fr,',allcltoted directly Iiistrucivr,,t) rmisorl,
V
! ir0jtati n*...-,
f , CtC or to lt!,!�':
ry, ,C nc t
k
Sec. 31).102. Venoer a lied .in accordance with this Stand_a rd shalt be limit-
PP
cd as to size, area, height, length and. location to accordance with C:hiv,nter 3C)
" w �k Alichor tics slur)) beliot leis,thmn NO.
a �.,�G`bit}i,C�inrrl�tt Gt n;;�a�,ttnty �}i+. it1t;,
; � � aU�',G �t`ire• al' al)17r'ovcti 'equa) runneci is an ex�aawd. eye and
of the Unifor;p :Building Code.
�, $alVan)7.izl
t"xt'e+al1ing slot less th'veir 4` irct h bey;w„e} thf! 7 race, of the backing.'1'll 100."s of the
r
Ad'nered Veneer
p " € g ;inslei , and iald it)
�of lard
S"�'ec. 3 03. One of the following application methods rrtay "lie t -il
the+ masonry mortrar pint zind Space;) so! that eyes 10On 12 Inches
� Y 1 1aPs
i`
.
1. A rite of neat rtluncl ccr,icnt shad be bushed On the barkti' iizac the
P
rRt.�abrrtun, Gt1 CCnik,r iru k�,,[lr i)iYG.,c)uk,c. 1'1'icr� shah 174 ,tt,YYtlus� lx�rt ]G,�s !iiia
r ,
`` Na. 12 gauge gz varxtxcd wire llc pit ritiT7toNcd equal thtesrJec} tlilt,ut;11 the
}
u nio ar then shall; be applied to the hit 1, ligand.
back of the veneer rut Types �t PP
t
t. XP04'ed loops for cveq g square foci of stand veoccr, 'Yhis tit; �,haJl be a loop
A
_ r
the veneer unit. Sufficient mort-ap rhall to w4,d to create a slight r, ess o b�
i t,.,vi.A •' logs'iltlt' Icss t}lista 15 inrltex in 1fi►1 ;lh so lacnt Ilial it \rill Ju in tilt; t,t0n<.
'.
g. the units The units shrJl be lapped into pl° ,,,• so as tea
forced fiat the edges of
� rrtoi't:al 3ttlr►t `zl,�: ts's�t `� itt.�lk� t!' �,tich ti+ir�,1,g ;shall l,aY+: n tif,l,t r4tiglu
,,,, ... , r M1 y•
completely (fill the space be+,.ren, the onrts and the backing, yThn r.,,l,l ,ng
,
t,e.od, We inch of Cr,n,t:iit grout sl,,sl} be placad tretween the baci,?nv }ilii the
'
thickness of mortar to back of the vn::ts shall bo na►'lcs� thara qct lr^ -1 ^k inrarc
Y;
than 11/, ,inches.
2. Units of We,, masonry,Stolle or term~ cotta, not over 1 in,2la ire tllir.l;rtc s
i
; 2, With 'ske,cµ 1s� .!;;tag /t 2 ir,vih 1,y �2-inch Nloa 1 fa Plage 9 k ;,nlZed Wire
1 viii!, tvio la ei3 0f \, iml ,< �c r back tt sh:l:li be ara{aurct clI! c;;lly
+' ' l
shall berestricted to 81 square, inehea in area unless tltc back side o3 each ta.riit
is �r`Ouud or bo scree dcd to trot u an deviations from lane. Thos tlruts tit'icl
6 P Y P
r�, sl,% y ,,ter 1 ,
i .',�oLld slucis s,paved �a maxinium ofIC irichus on center. (,iii steeds thio mc,li 0hnLl
i
Mass mosaic units of the not over : inches by 2 inches by % inch In 'airo trra,,
i bi, attat:ited \vit'h 9-inrh 'iritis; galvar,izr.'sl steel wit d fur ting nails al q irrrlirs on
, t , stud and with
v, rill lin, ut 1'f,s Jrit Pr }�enekratian tufa each,
1Y
M.
lic:tclhcreJ by ineuns of portli>ncl cernene. t3uckin nw fie of mnJ�:int y, cti,ifira tirllcr
Y
Or portland cement plaster on ine:al lath. iv�etal loth Shull be fasteiind '10 tl7e�
rtrov:iding .
Fa`l•pc:'riny cort,n,r7n na�1� at „lnr.}tC�: ori K'elat4i into toil :incl battan, rilalas, 1`h.
1
1
supports in accordance with the requirements " of Claa to 47 of tilt; i)n iorrrt
ppP
i r;ilvaid'ied ,vire; tr;Eal, rr,a G.an iitto.Jcc�l. to steel studs with e:+rtW%,Je.M v.1iro ties.
y
nitildin Code. Type S mortar shat) be applied to the backing as a sc',t`i,og bed,
fhere shall lac liar. less tharl a Na. 19, amigre galvanized wire or approved equal
t.
i!
'I' ase iiia ed Shull be a inimiur, of i� inch thick a,nc! .r tna�Irn a t t,I /� ir,r It
4
"` '; *,"cl thr loth the; r;1r re i rVC":,Y ?' K.r3itare feet Gf stone vene.r, 7,111s lie shill
k'
thick, A paste of neat rtl<mtd cement or half Aland cement ant.! 1.1f graded
to loop having; legs not tc sS Ili�ta7 1!. iiiehei iii lar)glh, sO bent` that it yr+il,l lie,ti;tud
sh,tl lie applied! o this baek of the exte riOr veneer unitsAnel to thew xcttin
It,.
in t11e stone: veneer tnori.u° joint'.
t
1,1
bed and the veneer pressed and -tapped into place to provide. com l .ttx coven
'lite last �' irl�hr� �,t r•„,.i, wire: Irv, +,611 have, a right angic'bond, Una iiicn
"i
i;
age and veneer unit♦ �, Ottland<ctrticni ,'cs,Mr ,hall be
P f,
p g and
rM�,iRittic c. of ccr,;t nt grout shall by Iter lid lictse ccn'thc la,,rkirl
I
r!
used to\veentt 1, eneebed
Po
;i
Anc}tiired V�e -ecr
Slab � ”
(c) ,slab Tyt7:. ti►•:t. l��? t,tPt,lt4� ltk.,xrr,ttirc ltt't'llir.kl
1 ,essj. !toot Ycl,ccr unit) �1f
a,
'.
��--.,.
° 7109, (a) l�jason ,anal S quo Uncts 5 'ache. b' n�tumr, , k
�C."�} r a ••- 11ar,„ neap .
i+ltlSGttr}` derteer pat exceeding enc CS In Mckness may 1) iCir4Cl
,
l�IaaIl11C t.laNcttinc,, "rdrlllt ter cathct slutic lin, J Gf slab fatiil t{eS Jlitl
+ t, y l , l) c17ga e
":)mile! eyes of corrtJSlgti+'fE'3t5t7nt rnettil dowels located in Om middle thli+-1 of
�1
6
iitid Stalte
directly to structural masts,try; concrete, or studs in one of the £canto°v"ll matt-
r'},C" r,°.lg(! Or the tltiif.i Srinved, a rri;+.xiniuni of 8 Inches apart wound Ib(- periph-
�..
�icrs:
+ry:ry c,f raela unit \t�Itl, not; lc s, thalrr friar t#,;, per vennt^V unit !)tills shall not
1. Anchor ties shallhe corrosion -resistant and if made of'slicet ntrii,il, �!+:ill
kr' cel 20 syka4xc fr.:-t Iii rare r,
l
}i: ve a minimum size of No, 22 gauge by 1 Incl! or If or wire, `shrill be, + trlTnlulurrt
I,
N } f tlr{r clo%Vc;s arta- licit tight Crain+•, tlio. holo,;; inti be drilled not mom, than
Y.
of No. rJ gauge. Anchor ties shill be spaced so to to 'urlport not lrlilrt than :
Iltr. iris•}-, lrirgcr ire nidi,,ety, t \l :ol, lite° r�r,w l NvIlh the hole coritersmilt to :r dirimc'•
square feet of wall area but not more than 24 inches ora center hariveintally. In'
vi, -arid depth equal to twlo'e the rlinni ter of the dws cl in order to provide a
r'
Seismic Zone No, 3, anchor ties shrill be provided to horizontal joint reinforce-
tight -fitting key .of cen•,ctit tr,errMc nt Ilie dG\4Yel locations when the tt•to!'ttir In the
fir
.— nom t 1 • g 1 J I r
tit.,.iit \Yt.G'y gauge or equivalent, The �011it reiilloccenli.lrt: shall iii, t:titt"
�L�li,l" hrLS 5C't+
f
Iw.
r aluous' with britt s licei bet-tviceri ties permitted.
p p
e ) i " 1as11ale oi' rt:sislr,l�, !!i ten«
/'llvt,i,.:c� at::iS,,. ,� ,".aysi�rrtrst5 i,t tn4l,,lc`a
When ^ t it. maximum
tllien appl14c1 over SturJ eonstructlon, the studs s11a11 17c spii„cc
� r •i, tae t crlYlralr sSi.ati ,, 1i `r util tea t , u tirocs the \e,tliglit of !lir altt,cl,rcl
l;
dal' 1G ulchos Ott centers ;aur! approv,,+,:1 paper shoJI rest be applif,,(l raver the°
)i rair.NCr
10
shcollillg ter wires between studs escept as utllet"►vase prtavided iii oiw tittat 1'107,
t
N 1;f ►rlarle of slIect int.tai, Vt:ac-O ` tics shall tat slot silx filler iii frctt t11411 he iiic 1,
Uniform, Building Codi:, and mortar shall be slushed into the % lr;trlt spaces
liy 1 inch or if inade cif wire, not srt,aller In diameter thein too. 9 galigo iviic.,
between facing and paper.'
;,1) Tc Cokircray Cts ; latiW on) ti, '11('d term cotta or crs•oiilic venct t uri is
°4
AS an alternate, an air space of at least 1' Inch rvoy be maintahi,A bat'wcen
'0i;01`be not less than 1 V4 iririhcz 11) thitki,css with i',rojecling (IONrttrlt \Nebo on
1
the backing and the veneer In which case temporary spat bedding r„ ay'be used
,thc backsurface spaced tipprmhvi.ritely f; inches ori eciiters,'i he ft,r�im, ,?attll bh
N
away front the kits to align the Veneer, Spat bedding ut the kits :}hall be cal
fir d tea the `backing, wall with noncorrosive trio:,! anc}tors tarn Icsa th rn l`'ci. +r!'
-i
cement mortar entirely sorrouncling the lies,.
r,aogre %,Lirc installed tat'the toll of cac h Miere in hGrizoillal ltctl joie t.s ural less
1?, \IerteP.r may be applied' \\'Irl} 1 inch :mininitlin , 1'Cuted ,bacldog 1pneC
Ptpless
�l�taa'! 12 inches ar,'morellia-t it°,inche., ort cellIels" Ihe"e lnChp? s}talli`,t7st't;t Md
t'
\:' h i° ; "nforcecl b an'�.�i. ct b 2 -inch Mgr,, lt; Ira,u ct galvanized
htc i e, y o than n y
try 1+'t inch r alvanized rie it robs, \vhirh IntsS thitiut,h the, vc:t "Cal ;,ligiled loop
r
y
meS l laced over wat }r roof Baa er backing and anchored dirticitly to stud
vlte ) p t p p
” , ' l,, a 1 Thr'. 'Vel el 41cs, shalf have sufficivi,t strrtift}1 t`i
:inr'lt+1r.+ !n 1114 htirkit, N" 1
']'))a
xa
,
ccin5tr11c tion,
( Weight, Of thu Venter In tcr,Jit�11. Iricln r Sllali be m,t 11')111
T ntt t}l4, itrl t,, ,
i icing; r i excoed 16 inches o,i: cantor.'T'he aivatiized wire
Thi st id sp,t n , shall 1 of e, ce4 S
1 s t,t:lohig willl mid ilia s%Ix re. shtill br, fillet!
tiOt lrxss ihstri to winch , ,aci.° lror,i lht= la
*;Dhd!v with Portland t"mr„tit grout trail pva gravel, ltru tedialuly prior tri fiattint„
j
mesh shall be unchored to wood studs by galvanized stcel whe furriljv ni, at
.
tt w 1, 14 1 t► i1� iA arid til faril'1' 51:111 lit' fiac"i1C`liCtI wit}i i'11,rin walor and
c 14 t,,, a n c
•1 niches on center or'by barbed galvanized nails at 6 inches on cr atOr \Pith a
�
1,d LxlSkittclly d ttlp \11,c'rt' ilii! f!rhaltt iw i;,titlr�?tl.
s
I1i1, inch' minimum penetration.'rh,e;galvanized wire mesh may bra attarllect to
t{
ytcelstuds by equiYalent wire ties.lf`this method is a:pplind over solid 5licnthing,
r
j
m
the ruesh must be furred for embedment in grout. The wire rne, tri ist
4,
a-tachcd,att the tup and bottrirn with :not less than &pcnny roranJon viirc-+ nails.
+lac grout All silo!l be places) to till the space Intimately around the mesh and
Veneer fttcinc,
4`
,a
d
7{
_
f'
:
-
rr
1'
,
i
r
l
,a
a
Y •. �ea::..�:`yr, K"=?.s,�. :., .r,=a,°+aua-h+-„�+wuit'm.wr,+t+uws�wz'L� �:J::♦war.,u�n-u;r�-.ur»atr.�,�=+1{a�,a.w.gat+i�ux:,.w,.ri<lcm.uF'w:x3s�.:ua7•�.�tw..ri,.,,:�,-,?'�+ia�,vow.s��kY=�w}:sc,.,Wyytr„�.aA�u>+v7.i:.u;:a�utu"t�a+i4�+,. t�uwt�'.. ... p.,"c�nL,r�•,�.w,.aruw�„vt+�,�w�K.µwzsJ,nV'�ilw:.aa„r-tv,r:�;lw.�..'..,
h I V 1. � � t
•,I'V,p�
1,
,il, a•, �hk .Y7„ bw ,,,: .,,. q. e„i'v;. ,,..
.. .,,5 ,,tt� 3r'..� I,.:xn. Sx,x ,,1
r� r _ I .Y ,§� _,)'
I
1
,� � •� �'�``;
'��
E to
�
„�