HomeMy WebLinkAbout02-3355
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
CIVIL ACTION LAW
NO.: 0.< -.3.:J.~r
V.
FRANK WIRTH and
W&S BUILDERS, INC.
Defendants
: JURY TRIAL DEMANDED
NOTICE TO DEFEND
You have been sued in Court. If you wish to defend against the
claims set forth in the following pages, you must take action within
twenty (20) days after this Complaint and Notice are served, by
entering a written appearance personally or by attorney and filing in
writing with the Court your defenses or objections to the claims set
forth against you. You are warned that if you fail to do so the case
may proceed without you and a judgment may be entered against you
by the Court without further notice for any money claimed in the
Complaint or for any other claim or relief requested by the Plaintiff.
You may lose money or property or other rights important to you.
YOU SHOULD TAKE THIS PAPER TO YOUR LAWYER AT
ONCE. IF YOU DO NOT HAVE A LAWYER OR CANNOT
AFFORD ONE, GO TO OR TELEPHONE THE OFFICE SET
FORTH BELOW TO FIND OUT WHERE YOU CAN GET
LEGAL HELP.
CUMBERLAND COUNTY BAR ASSOCIATION
2 LIBERTY AVENUE
CARLISLE, PENNSYLVANIA 17013
TELEPHONE: (717) 249-3166
-,. ''''---.~'-'--+------- ------'-'--.......---.-
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
: IN THE COURT OF COMMON PLEAS
: CUMBERLAND COUNTY,
: PENNSYLVANIA
: CIVIL ACTION LAW
: NO.: 0.:1-33$5
v.
FRANK WIRTH and : JURY TRIAL DEMANDED
W&S BUILDERS, INC.
Defendants
COMPLAINT
COUNT I
BREACH OF CONTRACT
AND NOW COMES the Plaintiffs by their attorney, Stephen J.
Hogg, and files this Complaint against the Defendants alleging the
following:
1. Plaintiffs are Patrick Anders and Grace Anders, husband and
wife, adult individuals residing at 17 E. Eppley Drive, Carlisle,
Cumberland County, Pennsyvlania.
2. Defendant Frank Wirth is an adult individual residing at 612
Nauvoo Road, Lisbum, York County, Pennsylvania and is the
president and secretary of W&S Builders, Inc.
3. Defendant W&S Builders, Inc. is a Pennsylvania Corporation
with offices at 612 Nauvoo Road, Lisbum, York County,
Pennsylvania.
4.
On or about June 14, 1996, Plaintiffs signed an agreement,
attached hereto as Exhibit 1, with Defendant W&S Builders, Inc.
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
and Defendant Frank Wirth for the construction of Plaintiffs
home at the above address.
5. On or about August of 1997, Defendants alleged work was
completed on the construction on the above-referenced home.
6. Shortly thereafter, Plaintiffs began to experience serious
problems with the tile floors coming loose and cracking and
shifting.
7. Defendants attempted to remedy the problems but were unable
to do so.
8. Plaintiffs obtained an opinion from Steve's Tile Service of 2421
Ritner Highway, Carlisle, Cumberland County, Pennsylvania,
attached hereto as Exhibit 2, that the subfloor installed by
Defendants did not meet NTCA or TCA specifications which are
for 1 inch minimum subfloor with bond coat of dryset mortar
between the plywood and the cement backer unit.
9. On or about May 14, 1998, Defendant Frank Wirth signed the
agreement attached hereto as Exhibit 3 agreeing to replace the
tile floor and correct the tile problem on or before August 31,
1998.
10. Defendant Frank Wirth did retile sections of the Plaintiff's floor
11.
but never repaired or replaced the subfloor underneath the tile.
Plaintiffs continued to have the same problems with the tile floor
coming loose and cracking and shifting.
2
LAW OFFICES OF
STEPHEN]. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
12. On or about September of 2,000, Defendant Frank Wirth advised
the Plaintiffs that he would not do any further repairs to the tile
floor and would not honor the agreement of May 14, 1998 even
though the Plaintiff continued to have the same problems with
the tile floor.
13. Plaintiffs have obtained the estimate attached hereto as Exhibit
2 for the cost of removal and replacement of the tile floor and
subfloor for $12,510.00
14. Plaintiffs have made several demands upon Defendants to
correct the problems with the tile; however, the Defendants
have refused to do so.
15. The Defendants have expressly breached the original
construction contract in which they agreed to provide the
Plaintiffs with construction wor!( done in a workman like manner
and up to the standards of the trade.
16. Defendants further expressly breached the May 14, 1998
agreement in which the Defendants agreed to provide a fully
satisfactory retiling of the tile floor.
17. Plaintiffs assert that the costs to correct the improperly
constructed floor and tile is $12,510.00.
Wherefore, Plaintiff's demand Judgment in their favor against
the Defendant's in the amount of $12,510.00 plus interest and costs
and attorney fees.
3
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
COUNT II
EXPRESS AND IMPl"IED WARRANTIES
18. Paragraphs 1-17 inclusive are included in this Count as if fully
set forth herein.
19. Plaintiffs allege Defendants breached express and implied
warranties as follows:
a. Failing to perfonn repairs under warranty as set forth in
the agreement dated May 14, 1998 (Exhibit 3);
b. Failing to meet implied warranties of fitness for a
particular purpose when Defendants knew or should
have known that the Plaintiffs relied on Defendants skill
and expertise in properly constructing and installing a tile
floor; and
c. Failing to otherwise meet such express and implied
warranties as may have applied under the existing
circumstances.
20. Plaintiffs allege damages as a result of Defendants failure to
meet express and implied warranties in the amount of
$12,510.00 as set forth in Exhibit 2.
COUNT III
21. Paragraphs 1-20 inclusive are included in this Count as if fully
set forth herein.
4
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
22. Plaintiffs allege Defendants violated the Unfair Trade Practices
and Consumer Protection Law as follows:
a. Representing the goods or services are of a particular
standard, quality or grade, or that goods are of a
particular style or model, if they are of another;
b. Failing to comply with the terms of any written guarantee
or warranty given to the buyer at, prior to or after a
contract for the purchase of goods or services is made;
c. Making repairs, improvements or replacements on
tangible, real or personal property, of a nature or quality
inferior to or below the standard of that agreed to in
writing; or
d. Engaging in any other fraudulent or deceptive conduct
which creates a likelihood of confusion or
misunderstanding.
23. Plaintiffs allege Defendants represented that the construction
and installation of the subfloor and the tile floor in the Plaintiffs
house were of the standard, quality or grade of those generally
offered by contractors in the Carlisle area when, in fact, the
construction and installation of the subfloor and tile floor were
inferior to that generally offered by contractors in the Carlisle
area.
5
LAW OFFICES OF
STEPHENJ. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
24. Plaintiffs allege that Defendants failed to comply with the tenns
of their written guarantee or warranty when the Defendants
failed to properly repair or correct a problem which the
Defendants were made aware of within the warranty period.
25. Plaintiffs allege that the Defendants failed to comply with tenns
of the signed agreement to correct the problem with the tile
floors.
26. Plaintiffs allege that the Defendants otherwise engaged in
fraudulent or deceptive conduct which created a likelihood of
confusion or misunderstanding by deceiving Plaintiff that the
construction and installation of the tile floors were done within
community construction standards and, when it was discovered
that the subfloor and tile floor were not up to community
.
construction standards, failing to correct or repair the problem.
27. Under the Fair Trade Practices and Consumer Protection Laws
at 73 PS S201-9.2, the Plaintiffs are entitled up to three times
actual damages, costs and attorney fees.
Wherefore, Plaintiffs request Judgment in their favor and
against Defendants jointly and severally, in the statutory arbitration
limits of $25,000.00 plus interest, costs and reasonable attorney fees.
Date: 1/;0/02.
6
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
VERIFICATION
I verify that the statements made in this Complaint to the Court
of Common Pleas of Cumberland County, Pennsylvania, are true and
correct. I understand that false statements herein are made subject to
the penalties of 19 Pa. Section 4904, relating to unswom falsifications
to authorities.
Date: .1.(3 r v 2-
~~,~/'
PATRICK ANDERS
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE. PA 17013
VERIFICATION
I verify that the statements made in this Complaint to the Court
of Common Pleas of Cumberland County, Pennsylvania, are true and
correct. I understand that false statements herein are made subject to
the penalties of 19 Pa. Section 4904, relating to unsworn falsifications
to authorities.
Date:
1(3/ d2-
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GRACE ANDERS
"EXHIBIT 1"
U b. .J.. G. 8 b
J.O:::;: .....-i4.r-..1....1 ;;.j':Wk.k.N&.MANa...ASIi10C. CARL..
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Breneman & Assoc.
nEAL TOR
ADDENDUM to Agre.ment of Sal. between
W & S Builders
_..__._~..
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SELLERS, and
Patrick and Grace Anders
PURCHASERS,d~.d___
June 10, 1996
_ . on propeny slluale
Lot #B
Forgedale Crossing, Carlisle, PA ~~~h Middlton Twp.)
PtnnsYJv.aola.___.
Seller will:
I-Install door in rear of garage
2-Install a.water spigot in rear of house
3-Finish the garage including drywall, trim and electric outlets
4-Pave the driveway 1 r
5-Install fireplace hearth and mantle ",.J,';'~4-~bu.~c>-{1j)l'6Vct..O
6-Install minimum deck size of 20'x16', con%~e slab \---- I
~ 7-Install kitchen flooring of buyers choosing at a limit of $1000.00 including installation
and materials '.
B-Install handmade red brick facing under porch
iI' 9-Install "Stainmaster" type carpet, of buyers choice, in family room, living room and up-
stairs bedrooms and hall with a limit ~f'$2500.00 including installation and materials
~lO-Install oak hardwood flooring, of buyers choice, in foyer and dining room with a limit
of $2600.00 for installation and materials
~ll-Stain, rather than paint, baseboards, wood trim and doors in finish of buyers choice with
a limit of $5500.00 for labor and materials
~12-Install~~ of buyers choice, in bathrooms with a limit of $BOO.OO for installation and
materials
* 13-Use "15 year" type paint to
one color-additional charge
~ 14-Install kitchen island (per
materials
paint walls in color of buyers
for extra colors
floor plan) with a limit of $800.00 for installation and
choosing--all walls painted
"EXHIBIT 2"
SlBeSllLEaRKE
2421 RlNRI-ICWN
ORJS..E; A'l.
(717)258.1560
(71~1911 CELL
Mr. Pat Anders
17 Eppley Dr
Boiling Springs, P A 17007
July 09, 2002
After inspection of the ceramic tile installation in your home, my conclusions are as folows:
Subfloor installation does not meet NTCA or TCA specifications. One (1) inch minimun subfloor over 2 X
10 floor joists, 16 off center. Cement backer unit MUST HAVE a bond coat of 1/4 X 1/4 thin set mortar.
Ceramic tile MUST HAVE a 1/4 X 1/2 or better bond coat of latex. modified mortar.
In my opinion, this flooring DOES NOT HAVE a bond coat of any kind l)etween the subfloor and the
cement backer unit. In addition, in my opinion, the bond coat between the cement badcer unit and the
ceramic tile is not of the proper size.
This type of installation will lead to the types of problems being currently experienced. Loose tiles,
cracked tiles, cracking grout, missing grout, and subfloor noise.
As this ceramic tile was installed prior to kitchen cabinets and bathroom vanities, it will be necessary to
remove and reinstall these units to COITllCt the problems.
Please find attached a detailed proposal for this project.
~EM
STEVE'S TILE SERVICE
..
SlBeSlILEs:RACE
2421 ~HGWtf
~~
(PROPOSAL)
(717)258-1550
(717)385-1911 au.
Propoul No.: 61902
Date: June 19, 1902
C Mr. Pat Anders Job NllJI\8:
I 17 Eppley Dr Start Date:
I BOiling Springs, PA 17007 Job Location: SAME
e
n
t Job Phone: 240-0364
DESCRIPTION OF WORK TO BE PERFORMED ~
and 'o<n."]] H.~,. ~>'.. "~niHo . i1
,14 .]] ',H H ,_ ~n,", ,,",. ot """fl",,, Lu
F7nnr in' " now ,. " n> "n" >.'"' H1" c, ". Hl,,_
Tn.'~ ]] . ,.. 'n ,~ ~nrl Tn..'~) ) :!r'nLn)UdL L"v
of" .>o~o T_ .,. ~, 'n, ,70>, ", '0 oor,,;, .. .Hnn nF
>t. .]] ,",0", . from iobstt".
-----.-- ----- -- ---=- -~.. --
SPECIFICATIONS AND ESTIMATES OF PROPOSAL
UNIT PARTS/DESCRiPTiON/WORK TO ;;:; PCiirOi\,"'.:c;;; , "'''r _-__-,.'~ I ~ ~z~.._.= I
__ ___ h __._
"""'" ""'"'''''", MI.'VU....,
1. Remove existing ceramic tile and underlayment.
450 450 SQ FT @ $7.00 I SQ FT $7.00 $3,150.00
2. Remove existing kitchen cabinets and bathroom
20 vani ties. 20 HRS @ 35.00 I HR $35.00 $700.00
3. Remove and reinstall appliances.
4 4 HRS @ $35.00 I HR $35.00 $140.00
4. Remove and reinstall toilets
2 2HRS@ $35. 00 I HR $35.00 $ 70.00
6. Remove and reinstall baseboards.
6 6 HRS @ $35.00 I HR. $35.00 $210.00
8. Install new cement backer unit and new ceramic
450 tile. 450 SQ FT @ $6.00 I SQ FT $6.00 $2,700.00
7. Professional house cleaning service.
1 $1,200.00 Full hOUSe cleaning. $1,200.00 $1,200.00
8. Remove debris from jobsite.
1 Dumpster $400.00 $400.00 $400.00
AddtIonaI infotm8/kJn . . to this
Total Job Cost for $8,570.00
Pf'0f)0S8/
Job Cost does 001 inWde tax, or applicablt lUI'Ctlarge.
Authorized
Signature
DUPUCATE I
-"---.,,- -_..-._~--, ,-,.~-.--~.~--,".__...
.
SJBeSlILEs:RICE
2421 RlNRHGWlr'
~Al\
C!'ROP0~;:.0 =
(717)258-1550
(717)385-1911 CB.L
Propoeal No.: 61902
0Ide: June 19, 1902
C ANDERS (PG @) Job Name:
I Start 0Ide:
i Job location:
e
n -_._-_.-._~_.-
t Job Phone: ;:; I
DESCRIPTION OF WORK TO BE PERFORMED_
co
SPECIFICA TlONS AND ESTlMA TES OF PROPOSAL .. -
UNIT PARi:;/D~SCR;PTi(;;'''/F-=.CRn TO ~C; P~nrOR..,4;1;; I "",~ _~___-,,-_~ I ",=.,0",,=., !
"'.w" ...."'....., I
1. 540 SQ FT Ceramic tile @ $5.00 ? SQ FT
540 $5.00 $2,700.00
2. Sheets cement backer unit
30 30 @ $15.00 / SQ FT $15.00 $450.00
3. Bags mortar
16 16 @ $20.00 each $20.00 $320.00
4. Schluter transition pieces ( 8' each)
3 $40.00 $120.00
5. Marble thresholds
2 2" X 36" 2 @ $15.00 each $15.00 $30.00
6. Bags latex grout
6 6 @ $20.00 each $20.00 $120.00
7. Nails, tape, plumbing, misc.
1 $200.00 $200.00
8.
AddtionaI infomration to this
TotBl Job Cost for $3,940.00
PfOf)08a/
Job Cost does not noode tex, or .ppllc8bJe surcnerge.
Authorized
Signstute
DUPUCATE I
, " ,
. '.
"EXHIBIT 3"
nt 8y: ~SAj
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I acknowledge that I am solely responsible for the fully satisfactory retiling,
~~- J ,. ! . ...rcor -'--"i'If\l8; of the tile flooring within the
residence located at: 1 7 East Eppley Drive
Carlisle, P A 17013
. The areas lobe retiled specifically include: (N 0+ Lt..k e ~.'"N ,.+,& )
Master Bathroom Kitchen Hallway./"
Second Floor Batjlroom/ Powder Room /'"
Kitchen Nook ./ Laundry Room
Kitchen /'
. '. Any replacement tiles used shall be identical to the previously installed
----.'..- -.-.':'e ;----'- -........._........... ,'''''.-''--~.._..
-- U.l ""a.CI.~....-r--....v__ ~-_.'--"'."'.. ---,.---------=-......
. Any and all costs related to the retiling mentioned above shall be my
responsibility .
. The full retiling at all mentioned areas will be completed on or before
August 31, 1998. .
. Each area mentioned above is to be completed within one week of start .
of work in that area.
1~ ~,J},
Frank Wirth
oS" 1'1- 92'
.
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PATRICK
ANDERS,
ANDERS and
Plaintiffs
GRACE
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
v.
CIVIL ACTION - LAW
FRANK WIRTH and W&S BUILDERS,
INC. ,
Defendant
NO. 02-3355 CIVIL TERM
NOTICE TO PLEAD
You are hereby notified to plead to the enclosed Preliminary Objections within
Twenty (20) days from service hereof or a default judgment may be entered against you.
Respectfully submitted,
ADLER & ADLER ~
~tlL rt .
William L. Adler, Esquire
ADLER & ADLER
P.O. Box 11933
125 Locust St.
Harrisburg, P A 17108
717-234-3289
Supreme Court ill Number 39844
Attorney for Defendant
Dated: August 9,2002
PATRICK
ANDERS,
ANDERS and
Plaintiffs
GRACE
IN
THE COURT OF
CUMBERLAND
PENNSYLVANIA
COMMON PLEAS
COUNTY,
v.
CIVIL ACTION - LAW
FRANK WIRTH and W&S BUILDERS,
INC. ,
Defendant
NO. 02-3355 CIVIL TERM
PRELIMINARY OBJECTIONS OF DEFENDANT
I. PRELIMINARY OBJECTIONS IN THE NATURE OF A MOTION TO STRIKE
1. Count II of the complaint is legally deficient pursuant to Pa.R.C.P. 1028(4) for the
following reasons:
a. Under paragraph 19a, the alleged agreement of May 14, 1998 is not a
warranty;
b. Defendant has failed to allege under paragraph 19b how the tile floor
construction violated an implied warranty of fitness for a particular purpose;
c. Paragraph 19c is merely a restatement of 19 a and b and should be stricken
for the same reasons.
WHEREFORE, Count II of plaintiff's complaint should be dismissed.
II. PRELIMINARY OBJECTIONS IN THE NATURE OF A DEMURRER
2. Count III of the complaint is legally deficient pursuant to Pa.R.C.P. 1028(4) for the
following reasons:
a. In Count III of plaintiff's complaint, plaintiffs have failed to allege facts
sufficient to constitute a violation of the Pennsylvania Unfair Trade Practices and Consumer
Protection Law.
b. Plaintiff has failed to allege what misrepresentation was made by defendants
as alleged in paragraph 22a.
c. Plaintiff has failed to present a guarantee or warranty as contemplated by the
above cited act.
d. Plaintiff has failed to present any writing setting standards for defendant's
work as set forth in paragraph 22c.
e. Plaintiff has failed to allege any fraudulent or deceptive conduct which would
create a likelihood of confusion or misunderstanding.
WHEREFORE Defendants respectfully request that Count III of plaintiff's complaint be
dismissed.
Respectfully submitted,
I(AfJk
William L. Adler, sqUIre
Attorney for Defendants
ADLER & ADLER
P.O. Box 11933
125 Locust St.
Harrisburg, PA 17108
717-234-3289
Supreme Court ID Number 39844
August 9, 2002
CERTIFICATE OF SERVICE
I, William L.
certify on the
served a copy of
following person by
follows:
Adler, Esquire,
~ day of
the wi thin prel minary
first class mail, postage
Defendants, hereby
, 2002, I
objections upon the
prepaid, addressed as
Stephen J. Hogg, Esquire
19 S. Hanover st.
Suite 101
Carlisle, PA 17013
'WL ~
William L. Adler, Esquire
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LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
v.
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
CIVIL ACTION LAW
NO.: 02-3355
FRANK WIRTH and JURY TRIAL DEMANDED
W&S BUILDERS, INC.
Defendants
PLAINTIFF'S RESPONSE TO PRELIMINARY OBJECTIONS'
~~. e
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Den~d. ~~
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Denied. ,<CJ
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It is denied that the Unfair Trade Practices Act requires any
1a. Denied.
1b. Denied.
1c.
2a.
2b.
2c.
2d.
written standards. By way of further response, Plaintiff attaches the
2002 Tile Council of America, Inc. Handbook for ceramic tile
installation. It is asserted that the standards in this handbook are
essentially the same as the standards existing in 1996-1998.
2e. Denied.
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LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
Wherefore, Plaintiff requests that Defendants Preliminary
Objections be denied and Defendants required to file a responsive
Answer to Plaintiff's Complaint.
Respectfully Submitted,
COt.iFERENCE FOR 2002 HANDBOOK
~~i;~~~~M~~}I~1= !N~T^I-'f-TION
c' ci~ .;:.::'............:..:;.~.:....:...............;:..:n.:......'........:......,....,............,.......,...........,...RobelIOar..
, SecreIaJY ........................................................................................ ...........................,.. Duncan English ,
M'A The engineered Wood Association .....;.............................,..................................'......' Fulton [)esIer
Ceranic Tile DIslrlbutors AssocIalIon ..................................................................,..,..,....... Jerome Fabian
..........................................................~................,..........................,..",............ (AItemalll) San WIdener
Ceranic TIe Education Foundation ..............................................,..,..........:......................... David Gobls
CeIamIc TIle Instil' ite of America ................................................................................... Gray Lafortune'
............................................................................,....................................,..(AIlemale)/WJrf1NHoImes
CeIamIc TIle and Marble ConsuItanIS ...............:.............................................................. Robert T. Young
Great Lakes Ceramlc TIle Council .............................................................................,....... Gerald Chlolnl
~.~.::::::::::::::::::::::::::::::::::::::::::::.::::::..:::::.:.::.::.:::::::::::::::::::::::::::.~~~~w:=
Forcon InIemBlionaI ...........~............................................................................. ....,... Richard P. Goldberg
(. IntllmalionBI Union of BrIcklayers & AJIled CratI'Mlrkers ........................ ........... ...... .......... ..... John Mason
Mar\lle lnstiIuteof America ....................:..................................... .......... ......... ..... ............. Frank Grazzini
~ and Methods Standards AssoclaIInrl..........................,.... ............,......... ..... ........ Harvey Powell
...:..;....,...........:....., ....................::..................................;..,.,............. ............. (Alternate) Craig Hamilton
. NaIlonaI TlleContraclorS AssocIalIon ................................ ...... ............ ............ ......,........ RobertRoberSOO
..............;................................................................................ ........................ (A1temale) JoeA. Tarver'
, TlllllIZZO. Tile and MarbleAssoclation of Canada ...................................................:............... Bob sanelU'
;j' Tile and StcneCouncll ofNolthem CaIlfomIa .....................................,......................."'........ John WfJI1lfS
. TIle ContraclllrS AssocIatiol1 of America .......:...:....::................................"......,.,;,......,....... MlcI1ae1 MaurI
...................................................;..."............:..::....................................."...", (Alteinate) lucinda Noel'
TIle Council of America ..............................................,....,.... ....,...........",...,.,.,...."....,.......' Curt CllrIsOO'
.....................................,....................:...................................... ..............,.........' (Altemale) Noah Chitty
T1Ie Council of America TechnjcalAdvlsOry CommIttee .........................................,....,.... James AnderllOO
....................;...........:....................;;..;..............................................,......,....,... (AItemaIe) Peter Nielsen
U.S. TAG 10 ISO TechnlcalComm,lllee 189 ..........,.:".................,;,..,................,...,......, Kevin McFadden
,!.\,.
'Ndin~
'DedIcated In memory ofM'. CUrt Carlson lor ~ devOtIon and &eI'Ilce \0 the bet\en118Ill of the ceramic tile
hcIusIJi !~, < ' ;.' . . ,/ '~i :: ~. ,./" ' . " '.
Guests: Sean Baumberger. Dave Born, Charlie Bryan, ThomasA. Duve, Robert Galganskl, Leigh
Hlgh\llWel', Reggie HPI, Hank Hinman, Jim Keene, Frank LaUX, lim Tonyan, Dale Watnee.
, Tile Council of America wishes to acknowledge the recommendations of the
,~\conferees'and guests listed above in the preparation of this edition of the
~~$~~tt for Ceramic Tile Installation.
1999 American National Standard Specifications for the
Installation of Ceramic Tile
The ANSI A 108 Committee on Ceramic
Tile has revised the Al08...,A118....and
A 136 designations for the installation of
ceramic tile. In addition'to revising
existing specifications. the committee
has approved 1) a new specification for
the Installation of ceramic tile with EGP
(Exterior Gille Plywood) latex-portland
cement morlar; 2) a new specification
for the Installation of load bearing,
bonded waterproof membranes for
thin-set ceramic tile and dimension
stone; 3) new specifications for
standard cement 9routs and polymer
modified cement grouts; and 4) a new
specification for EGP (Exterior Glue
Plywood) latex-portland cement mortar.
Contact Tile Council of America for a
publication containing all revisions.
:. ~
'~
TUs made In lhe USA by members ot
TeAll
Tile Council 01 Amertca, Inc.
.
MEMBERS
A. C. Products, Inc.
AS&C
CeramIc ExpressIons
Crossvl/le PorcelaIn Stone/USA
DIrk Elliot 7lle
EndIcott 7lle. Ll.C
Epro. Inc.
FlorIda Brick & Clay Co.. Inc.
F/orlda 7lIe Indusrries, Inc.
Flor/m, USA
GIlmer PotterIes, Inc.
1/lInrlngton 7lIe Group
Ironrock Capital. Inc.
Lmifell USA
/.one Star Ceramics Mfg Co.
M. E. 7lIe Co., Inc.
Meredith Collection
Metropolitan CeramIcs
MIchelle Griffoul Smdlos
Quarry 7lIe Company
Seneca 7lIes. Inc.
Summ/rvllle 1IIes, Inc.
Un/red States CeramIc 1I1e Co.
Westmlnsrer CeramIcs. LLC
.
ASSOCIATE MEMBERS
Carlbe CeramIcs, Inc.
Ferro Corporation
Johnson.Matthey ,
PrecIsIon 1/10
R. T Vanderbilt Co., Inc.
.
ASSOCIATE INSTALLATION
MATERIALS MEMBERS
AmorIm Industrial Sollltlons
Blanke Corporal/on
Bansal
Bos/ik Findley, Inc.
C,Cllre Intemational
eerllmic Tool Company
.( '''.litom Building Product.'i
'The Doll' Chemical COlllpany
FortiFiber CtJ/p.
Georgia-Pacillc Gyp"III' Co.
Jallles lIardie Bill/ding prodllcts
Jamo. luc.
I.atlaete IlItemational. IIIC,
Mark g IlIdll.,trll!s
MK OIalllomll'r",llIcts, IlIc.
'. National A/~'IiI!,'Co/l!i/ruc/ion prodllc/s.lnc.
National Gypsllm Company
Natiollal Melal Shapes. Inc.
The Noble CO/llfllmy
St:hliiler S.vstem.,. I.. P.
TEC Specialty prodllcts. Inc.
Temple TIle
Texas Cement Pmdllcts. Inc.
USG Cor}).
Wacker Pol)'mer Systems
.
ASSOClATEART/STUDlO
MEMBERS
See InsIde back cover
<,2002
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. .
Handbook lor Ceramic Tile Inslallallon
,.' ".":"':"",;:1
The Tile Council of America provides this 2002
HANDBOOK FOR CERAMIC TilE INSTALLATION as
a guide to assist in clarifying and standardizing
Installation specifications for ceramic tile. The Hand-
book is revised on a regulE!r basis to present archi-
tects and specification writers wilt1 current, accurate
data on ceramic tile Installation. The quick-reference
details and ouUines in the HE!ndbook cover most
installation methods and conditions.
The information presented In this Handbook repre-
sents a consensus ofthe naUonal and regional
organizations listed on page 2. Each installation
recommendation requires a properly designed,
constructed, and prepared substructure using materi-
als and construction techniques that meet nationally
recognized material and construction standards.
a
Some Installation methods and materials
are not recognized and may not be suit-
able in some geographical areas because
of local trade practices, climatic condi-
tions, or construction methods. Therefore,
while every effort has been made to
produce accurate guidelines, they should
be used only with the Independent approval
of technically qualified persons.
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CONTENTS Page
Installation Materials
Setting Materials ...................................................... 5
Grouting Materials ................................................... 7
Special Products, Notes, Definitions .......................8
Installation Guides
Wall Installations .................................................... 10
Grouts ......... ........ ................ ........................... ........ 11
Floor Installations ......,........................................... 12
How to use Handbook ........................................... 13
Base/Cove Alternatives ......................................... 13
Installation Methods
Floors, Exterior ................................................. 14,15
Floors, Interior .................... 15,16,17,18,19,20,21,22
Walls, Exterior ....................................................... 23
Walls, Interior..................................... 23,24,25,26,27
Ceilings & Soffits .............................................;..... 27
Bathtub Walls ...................................................28,29
Shower Receptors, Walls ................................29,30
Shower Receptor Renovation ...............................31
Tile Tubs & Fountains ............................................ 32
Curbs .... ........ .......' ................ ................. ........ ........ 32
Countertops ........................................................... 33
Swimming Pools ................................................... 34
Stairs ...............................................................,..... 34
Refrigerator Rooms ..............................................35
Steam Rooms ....................................................... 35
Renovations...................... ................................ 36,37
Thresholds, Window Stools ................."............... 37
Fire-Rated & Sound-Rated Walls ""...""..."..." 38,39
Movement Joints ';1"""""""""'''''''''''''''''''''''''''''' 40
Licensees, ,...." ""'0" 00"" " 0'0 ", .",.... ,.......,.. ..." ." ..... 41
TeA Product Performance Testing Lab.."..".....".. 42
Member Companies ,.,.,.t,.t't..,.,.."..,.,..,.........,." 2, 43
).
,
Note.:~eYI$I(II1~ In the 2002 Handbook are noted with a Mar In t~e left margin or column.
\. '..,. '.; ~ ~ ' ; , . I 0 .
PlJbllshed by
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: ,TlIO CO\fnoll of Amertoa, Inc.
" .,
. COPYRlGIfTCl 1003 nLE COUNCIL OF AMERICA, INO,
:"'!'",;I. ".". 100 Clllm,Clp Rellellrch Blvd., Anderson, SC 29625
It,'.. .,J' Tel~Il64-646-6453 a FIx: 664-646-2821
.' '..' Web Silo: www.lllou81.com
".\;..;:. Prod~'Em~II:,'lt~rilt~~ciiitl,~,..com Cl TechnlclIl EmIli: technlcal@tIIeusa.com Cl l.ab Emall: lasllng@tIIausa.com
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~.PJ;C'flqATIQNS
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ANSI Specifications
American National Standards Institute
11 "". ~2nl\ Street . ." ~; ..... "
New Yor\<, III.Y.1 0036:' i,',. :.
INSTALVtT10N SPECIFICATIONS
A 1 08.1A-1999 Installation of Ceramic TIle In
the Wet-Set MethOd with
Portland
Cement Mortar
A 108.1 B-1999 Installetlon of Ceramic Tile on
a Cured portland Cement
Mortar Setting Bed with Dry~
Set or Latex- portland
Cement Mortar
A 108.1 C-1999 Contractors' Option:
Installation of Ceramic Tile In
the Wet-Set Method with
portland Cement Mortar or
Installation of Ceramic Tile on
e Cured portland Cement
Mortar Setting Bed with Dry-
Set or Latex- portland
Cement Mortar
A 108.4-1999 hl$tallstlon of Ceramic Tile
with Organic Adhelllvell or
Water Cleanable
Tile-Setting Epoxy Adhelllve
. A108.5-1999 InstallatlonofCeramlcTlle
with Dry-Set portland
cement Mortar or
Latex-portland Cement
Mortar
A 108.8-1999 Inlltallatlon of Ceramic Tile
with Chemical Rellllltant,
Water Cleanable
Tile-Settlng and -Grouting
Epoxy
A 108.8-1999 Installation of Ceramic TIle
with Chemical Reallltant
Furan Rellln Mortar
and Grout
A 108.9-1999 Installation of Ceramic Tile
with Modified Epoxy
Emulalon
, . Mortar/Grout
A108.10-1999 Installation of Grout In
. Tileworll
A 108.11-1999 Interior Instaltatlon of
Camentltloull Becker Unlta
A 108.12-1999 Installation of CeramIc Tile
with EGP (Exterior Glue
Plywood) Latax-
portland cement Mortar
A108.13-1999 Installation of Load Bearing,
Bonded, Waterproof
Membranell for Thin-
Set Ceramic TIle and
Dlmenaloll Stone .',' " .
, ,
MATERIAL SPECIFICATIONS
A118.1-1999 Dry-Set portland Cement
Mortar
1,118.3-1999 ClltImlcal Rallllltant, Watai
Cleanabla Tllll-Settlng and
-Grouting Epoxy
and Water Cleanable Tlle-
Setllng Epoxy Adhelllve
A118.4-1999 Latex-portland Cement
Mortar
A118.5-1999 Chemical Rellllltant Furan
Mortars and Groutll for Tile
Inlltallallon
A118.8-1999 Standard Cement Groulll for
Tile Inlltallatlon
A 118. 7 -1999 polymer Modified Tile Groutll
for Tile Inlltallatlon
A118.8-1999 Modified Epoxy Emullllon
Mortar/Grout
A118.9-1999 Cemenlllloull BackerUnltll
A118.10-1999 Load Bearing, Bonded.
Waterproof Membranell for
Thin-Set Ceramic
Tile and Dlmenlllon Stone
Inlltallatlon
A118.11-1999 EGP (Exterior Glue PlYWOod)
Latex-Portland Cement
Mortar
A138.1-1999 OrganiC Adhelllvell for
Inlltallatlon of Ceramic Tile
A 137 .1-19811 c.ramlc Tile
SAFl:1Y
A10.20-1988 Safety Requlremenlll for
Ceramlo TIle. Terrazzo, and
MlIrble Work
Gypeu", AsSO!llatlon
. 810 First 51. NE, #510
Washington, D.C, ;20002
GA-218-2000 Speclficatlonll for the
Application -'\d Flnlllhlng of
GYPllum Board
GA-230-91 Vapor Retardera Over
Water-Rellllltant Gypllurn
Btlcklng Board
NatIonal FIre Protection Association
NFPA
Batterymarch Park
Quincy, MA 02269-91 01
89-1990 "." ,. $tandtrd for H~lth ClIf8 .
, facllltlell . .
ASlM Specifications t'
American Society for Testing and
Materials
100 Barr Harbor Drive
West Conshohocken. PA 19428-2959
MATERIAL 8PECIFICATlONSI ~
TE8TMETHOOS
A 653-96 Steel Sheet, Zinc-Coated }I
(Galvanized) or Zinc-Iron ~
Alloy-Coated (Galvannealad) i
by tha Hot-Dip Procellll 1"
C 361C36M-99 GYPllum Wallboard
C 144-99 Aggragate for Mallonry
Mortar
C 150-99a portland Cement
C 206-84 Finishing Hydrated Lime
(1997)
C 207-91 Hydrated Lima for Mallonry
(1997) Purpollell
C 627-93 Evaluallng Ceramic Floor Tile
(1999) Inlltallatlon SYlItemll UlIlng
the Robinllon- Type Floor
Tester
C6301 Water-Rellllltant Gypsum
C 630M-96a backing Board
C 845-00 Nonstructural Steel Framing
Members
C 920-98 Elalltomerlc Joint Sealantll
C 1178/ Glallll Mat Water-Rellllltant
C 1178M-99 Gypllurn Backing Board
C1278/ Fiber-Reinforced Gypllum
C 1276M-95 Panelll el
C 1288-99 Discrete Non-AlIbelltoll
Flber-Cementlnterlor
sublltrate Sheelll
e 1325-99 Fiber-Mat ReinforCed Non-
AlIbelltoll Cemeotlnterlor
Sublltrate Sheetll
E 90-99 Laboratory Meellurament of
Airborne Sound Trenllmlll-
1I1on LOllll of Building
Partitlonll and Elementll
E 119-00 Fire Telltll of Building
Conlltructlon and Materlalll
E 338-97 Measurement of Airborne
Sound Inllulation
E 413-87 Standard Clalllllfieatlon for
(1999) Reting Sound Inllulation
E 4~2-90 Laboralory Meallurement of
(1996) Impact Sound Tranllmilllllon
Through Floor-Ceiling
AlIlIembliell Using the
Tapping Machine
All standaros. and specifications a/8 ,
/8vlsad or updated periodically. The
current status of any of the above can
, .' be confirmed by writing the particular
authority.
~....;...,~~,???...,..
t
MATERIALS
FOR SETTING
CERAMIC TI'-E~
Introduction:
The following are the most widely u*
materials for setting ceramic tile. Each
possesses specific qualities that make
it suitable for installing tile over certain
backings or under a given set of
conditions.
The conventional portland cement
mortar method, including the one-coat
method, Is the only recognized thick-
bed method. All others are thin-bed
methods and are covered by existing
trade jurisdictional decisions of record.
Dry-set mortars and latex-portland
cement mortars can be used In lieu of
neat cement as a 1116"-thlck bond coat
io bond ceramic tile to a portland
cement mortar bed that is stili work-
able. They can also be used on iii cured
portland cement mortar bed (minimum
3/32" thickness after beat-In) according
to ANSI A 108.1 B. A neat cement bond
coat can be used only when the
portland cement mortar Is stili workable
(A108.1A). Absorptive ceramic tile must
be soaked before setting on a mortar
bed that is still workable when using a
neat portland cement bond coat. Under
normal job conditions, a minimum of
20 hours cure at 700F Is adequate, but
longer mortar bed cures of up to 1 0
days are desirable. When epoxy
mortars, epoxy adhesives, furan, or
organic adhesives are used, the mortar
bed must be dry.
To Insure practical and satisfactory
installations, the cement mortar bed to
receive the tile, whether left workable or
allowed to harden, is to be applied by
the tile contractor who must establish
all the finished dimensions at the time
this bed Is applied.
Non-cement setting materials such as
epoxies and furans offer properties not
possible with cement-based mortar;
e.g., chemical resistance, quick setting
times. However, special skills on the
part of the tile setter are required. The
cost of these materials can ~ appre-
ciably grealer than cement-based
mortars.
Portland Cement Mortar:
A mixture of portland cement and
sand, roughly In proportions of 1:5 for
floors; and of portland cement, sand,
'and IIme,ln ProportIons of 1:5:1/2 to
1:7:1 forwalls.
Portland cement mortar Is suitable for
most surfaces and ordinary types of
~,~"'.; . ,no ~tallatlon. A marta. r Ped, ~p to 2" In
;!td~*W';'.:"." ,,';";. ,
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a
thickness, facllltates accurate slopes or
planes In the finished tIIework on floors
and walls.
The mortar bed can be modified With
the Inclusion of a latex polymer per the
manufacturer's directions as part or all
of the liquid portion of the mixture to
enhance certain performance proper-
ties.
There are two equivalent methods
recognized for Inslalllng ceramic tile
with iii portland cement mortar beel on
walls, ceilings, and floors. They are: (1)
the methoc:l covered by ANSI A108.1A,
which requires that the tile be set on a
mortar bed that Is still workable, and (2)
the method covered by ANSI A108.1B,
which requires that the tile be set on a
cured mortar bed with dry-set or latex-
portlanel cement mortar. Absorptive
ceramic tile must be soaked before
setting on a mortar bed that Is still
workable when using a neat portland
cement bond coat.
Portland cement mortars cen be:
bondeel to concrete floors; backed with
membranes and reinforced with wire
mesh or metal lath; or applied on metal
lath over open studding on walls. They
are structurally strong, are not affected
by prolonged contact with water, and
can be used to plumb and square
surfaces installed by others.
Suitable backings, when properly
prepareel are: brick or cement masonry,
concrete, wood or steel stud frame,
rough wood floors, plywood floors,
foam Insulation board, 9ypsum board,
and gypsum plaster, The one-coat
methoel may be used over masonry,
plaster, or other solid baCking that
provides firm anchorage for metal lath.
Complete Installation and material
specifications are contained In ANSI
A108.1A, A108.1B, and A108.1C.
See Pg. 9 note for mortar bed weight.
Dry-Set Mortar:
A mixture of portland cement with
sand and additives Imparting water
retentIvity which Is used aa a bond
coat for setting tile,
Dry-sel mortar Is suitable for thin-set
Installations of ceramic tlla over a variety
of surfaces. Ills used In one layer, as
thin as 3/32" after tile are beat In, has
excellent water and Impact resistance, Is
water-cleanable, non-flammable, good
for exterior work, and does not require
soaking of tile.
Dry-set mortar Is available as a factory-
sanded fl'IO/18r to which only water need
be edded. Cured dry-set mortar Is not
alfecte<llly prolonged contact wilh waler,
but elO8l nol form a water barrier, Ills not
.
a setting bed and Is not Intended to be
used In !ruIng or leveling the work of
others.
Suitable backings, when properiy
prepared, Include plumb and true
masonry, concrete, gypsum board,
cementltlous becker units, cured
portland cement mortar beds, brick,
ceramic tile, and dimension stone.
Complete Installation and mater/al
speclftcatlons are contained In ANSI
A108.5 andANSIA118,1.
Note: The term "thin-set" Is used to
describe the method of installing tile
with a bonding material usually 3132" to
1/8" In thickness. In certain geogrephi-
cal areas, Ihe term thIn-set may be
usad Interchangeably for "dry-set"
portland cement mortar.
Latex-Portland Cement Mortar:
A mIxture of portland cement, sand,
and special latex additive which Is
used as a bond coat for setting tile.
The uses of latex-portland cement
mortar are similar to those of dry-sel
mortar. Latex additives for use In thin-set
portland cement tile setting mortars are
designed to Improve adhesion, reduce
water absorption, and provide greater
bond strength and resistance to shock
and Impact. These additives aHow some
latitude in time, working conditions, and
temperatures. Therefore, latex-portland
cement mortar Is required for the lnstaUa-
lion of Iarge-unft porcetain-bodied liIe.
When lalex-portland cement mortar Is
used to Install ceramic tile In an area
that may not thoroughly dry out In use
(e.g., swimming pools and gang
showers, elc.), ft Is recommended that
the completed Installation be allowed to
dry out thoroughly before exposure to
water. This drying period cen fluctuate
from 14 to over 60 days depending upon
. the geographlcallocallon, the climatic
. conditions, and whether the Installation
Is Interior or exterior. Slnca laticas vary
considerably, the directions of the latex
manufacturer must be followed expllcltly.
Complete Installation and material
speclftcatlons are contained In ANSI
A 108.5 and ANSI A 118.4.
"
OThe Marole Inslilute of America, Inc.,
references this Handbook for the
Installation of certain dimensional
stone. (See Dimensional Slone Design
Manua!.)
5
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Aall/rlals for Selling CeramIc TIle, Conl'd.
:GP (exterior Glue Plywood) Latex
'ortland Cement Mortar: .
~ modified portland cement dry-set
mortar to which a polymer has been
incorporated In latex fonn or In a
powder fonn for the bonding of ceramic
tile to exterior glue plywood In Interior
dry or limited water exposure areas
only. When added In latex fonn It Is
added as a replacement for part or all
of the gauging water In accordance with
the manufacturer's Instructions.
COlTlplete Installation and material
speclfi~t1o!1S are contained In ANSI
A108.12 and ANSI A118.11.
1 ~ ' ' ',- ; .
Epoxy Moltar:
A mortar system designed for
chemlcat resistance employing .poxy
resl" and epoxy hard.n.r portions.
EpoXY mortar Is suitable for thin-set
Installations of ceramic tile where
chemical resistance of floors, high
bond strength. and high impact
resistance are Important consider-
ations. High_temperature-reslstant
fonnulas are also avallabl.. Acceptable
sub-floors. when properlY prepared,
Include concrete, wood and plywood,
steel plate. and ceramic tile. Application
Is made In one thin layer. Pot life,
adhesion,. water-cleanablllty before
CUre, and chemical resistance vary with
manufacturer.
Complete Installation and material
Speciflcatlolls are, contained In ANSI
A108.6 and ANSI A118.3.
Epoxy grout Is also available. See
section on grouts.
Modified Epoxy Emulsion Mortars:
A mortar system .mploylng .mulsl-
fl.d .poxy resins and hard.n.... with
portland c.m.nt and s\llca sand.
Modified epoxy emulsion mortars are
fonnulated for thin-set Installations of
ceramic tile on floors and walls. Interior
and exterior. Their features include high
bond strength. ease of application. little
or no shrinkage, and economical epoxy
application. They are not d.slgned for
ch.mlcal reslstanc..
Recommended uses Include residential
floors. over substrates such as
cemenlltlous backer units and concrete.
Where complete and flnn support under
the tiles Is mandatory, 95% coverage is
required. This malerlal Is recommended
by most manufacturers as a bond coat
or setting material. Some also recom-
mend It for grouting.
>. comp'!eta In.stallatlOn and material
),. I~catlons are contained In ANSI
~(^198.911ndANSIA118.8.",;.""" ,
r.i:-i Y.i{> .::::. 't' \ '. M
6
some adhesives are flamma:,IEl
Adherence 10 ANSI A136" Is 1I1ll
minimum criterion for selecti!',g an
organic adhesive. complete Ins,talle-
tion specifications are cOllladlel1 Ir
ANSI A106.4. Organic adl1ebives ar,l
not recommended in areas ',xpose' I to
temperatures exceeding 14 )"E So TIe
backing materials may rtlqtire 10wHr
temperatures.
Furan Resin Mortar:
A mortar syst.m d.slgn.d for
. chemical r.sl,tance consisting of
furan resin and furan hardener
portions.
Furan mortar Is suitable for thln-set
Installations of ceramic tile where
chemical resistance of floors Is an
Important consideration. Acceptable
sub-floors, when properly prepared.
Include concrete, wood and plYWood,
steel plate. and ceramic tile.
complete Installation and material
specifications are contained In ANSI
A108.8 and ANSI A118.5.
Furan groutllllre IIlso IIvallable. See
section on grouts.
Epoxy Adhesive:
An adhesive system employing epoxy
realn and epoxy hardener portions.
Epoxy adhesive Is fonnulated for thln-
setting of tile on floors. walls, and
counters. It Is designed primarily for
high bond strength and ease of
application and not for optimum
chemical resistance. However, Its
chemical and solvent resistance tends
to be better than that of organic
adhesives.
complete Installation and material
specifications are contained In ANSI
Ai 06.4 and ANSI A 116.3.
Organic Adhesive:
A prepared organIC; material for tnte-
flor use onty, ready to use with no
further addition of liquid or powder,
which cure. or s.ts \)y evaporation.
Organic adhesives are suitable for thln-
setting tile on floors, walls, and
countertops, where surfaces are
appropriate and properly prepared-in :
accordance with adhesive manufactur-
ers' directions.
suitably prepared backings for dry
areas Include gypsum board, gypsum
plaster, portland cement mortar, fonned
concrete. and masonry.
Suitably prepared backings for wet
areas Include portland cement mortar.
fanned concrete, and masonry.
Adhesives are applied In one thin layer
with a trowel, lIrst using the flat edge for
contlnuOUll coverage and then the
notched edge for unlfonn thickness.
Where leveling or truing Is required, an
underlayment Is used.
Adhesives eliminate soaking of tile.
They are not suitable for swimming
pools or exteriors. They supply some
flexibility to the tile facing. Bond strength
varies greatfy among numerous brands
available. Solvents In some adhesives
are Irritating to some persons. and
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MATERIALS FOR
GROUTING
CERAMIC TILl; ,
Introduction: " ' ,
Grouting materials for ceramic tile are
available in many fonns to meet the
requirements of the different kinds of
tile and types of exposures. Portland
cement is the base for most grouts and
is modified to provide specific qualities
such as whiteness, mildew resistance,
unifonnity, hardness, flexibility and
water retentivity. Complete Installation
and material speCifications are
contained In ANSI A108.10, ANSI
A118.6, and A118.7. Non-cement Ilased
grouts such as epoxies, furans, and
silicone rubber offer properties not
possible with cement grouts. However,
special skills on the part of the tIIo
setter are required. These materials
can be appreciably greater In cost than
cement-based grollts. .
Sand-Portland Cement Grout:
An on-the-job mixture of 1 part
portland cement to 1 part fine graded
clean sand (ASTM C-144) Is used for
Joints up to 1/S-lnch wide; 1:2 for Joints
up to 1/2-lnch wide; and 1:3 for Joints
over 1/2-lnch wide. Up to 1/$ part Jlme
",ay be added.
Sand-portland cement groulls used
with ceramic mosaic, quarrY, and paver
tiles on floors and walls. Damp curing
Is necessarY:' " . . ,
. , .
Standard Cement Grout:
Standard Sanded Cement Grout: A
factory prepared mixture of cement,
graded sand, and other Ingredients to
produce a water-realstant, dense,
uniformly colored mater/ai, meant for
Joints of 1/8" width or greater.
Standard Unsanded Cement Grout: A
factory prepared mixture of cement
and addftlV!' that provide ',Yater
retefltlvlty, meant for jol"ts 118" width
or less.
Grouts In this category are suitablo for
grouting walls end floors subjoct to
ordinary use.
Polymer Modified TUe Grout:
Polymer Modified Unaanded Tile
GrGut: A factory prepared mixture of
cement and other Ingredients,
Including a redlspersable, latex/
polymer powder (to whlcll only water
Is added at tile Jobslte) or a/lquld
latex admixture. Wilen added In a
latex form It Is added as a replace-
ment for part Or all of the mixing
',Yater. Theie grouts are deslgn.d for
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Polymer Modified Sanded Tile Grout: A
factory prepared mixture of cement,
sand, and other Ingredients, Including
a redlsperaable, latex/polymer
powder (to which only water III added
at the Jobllt.) or a liquid latex admix-
ture. When added In a latex form It II
addea as a replacement for part or ail
of the mixing water. Thele grouta are
designed for In.tailatlon In Joints 1/S"
wide or greater. The maximum
allowable joint width Is designated by
the grout manufacturer.
Grouts In this category prOVide im-
proved characteristics such as In-
creased color stability, stain resistance,
bond strengths, flexural strengths, and
lower water absorption to resist frost
damage.
Epoxy Grout for Quarry Tile, Packing
House Tile, Ceramic Mosaic Tile, and
Paver Tile: ,
A grout system employing epoxy resin
and hardener portions, often contain-
Ing coarae silica filler, eapeclally
formulated for Industr/aland commer-
clallnstallatlons where chemical
resistance Is of paramount Impor-
tance. High temperature, chemlcal-
resistant formulas are also available.
These grouts also provide high bond
strength and Impact resistance. They
Impart structural qualities to the tile
when used both as a mortar and grout,
especially over wood subfioors. Their
use involves extra costs and special
Installation skills when compared to
portland cement grouts.
Architects should select the type of
epoxy grout applicable to the specified
exposure. Average joint width less than
1/4" with tile thicker than 1/2" may not
allow full penetration of epoxy during
grouting operation. Consult epoxy.
manufacturer. Complete Installation
and material specifications are
contained in ANSI A108.6 and ANSI
A118.3.
Furan Resin Grout for Quarry Tile,
Packing House Tile, and Paver Tile:
A grout aystem consisting of furan
re.ln and /lardener portions.
Furan grout Is used In Industrial and
commercial areas requiring chemical
resistance. Use of this grout Involves
extra costs, Including waxed tile surface
and special installation skills, when
compared to portland cement grouts.
Architects should select the type of
turan grout applicable to the specified
chemical and tempera lure exposure.
Complete installation and material
specifications are contained In ANSI
A 1 08.8-and ANSI A 118.5.
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7
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OTHER INSTAlLA-
TION MATERIALS
AND METHOD~
Proprietary Installation specifications
and Instructions for materials or
metl10dS not covered by the recom-
mendations In the Handbook or the
specifications listed on page 4 should
be obtained from .the manufacturers.
MQyement Joints:
Definitions: The American Concrete
Instillite has defined the following Joints:
Construction joint-The surfaca where
two successive placements of
concrete meet, across which It may
be desirable to achieve bond and
through which reinforcement may Ile
continuous. .
CQntraction joint-Formed, sawed, or
tqoled groove In a concrete structure
to create a weakened plane and
regulate the location of cracking
resulting from the dimensional
change of different parts of the
structure.
Control jt;Jlnt-See contraction Joint.
Expansion joint-(1) A separetion
provided between adjoining parts of a
structure to allow movement where
expansion is likely to exceed contrac-
tion; (2) a separation between
pavement slabs on glC!de, filled with
II compressil:lle filler material; (3) an
Isolation joint intended to allo'lll
Independent movement between
adjoining parts.
Isolation jolnt-A separation between
adjoining parts of a concrete struc-
ture, usuallY a v\!lrtlcal plane, at a
designated location such as to
Interfere least with performanca of the
structure, yet such as to allow relative
movement In three directions and
avoid formation of cracks elsewhere
In the concrete and through which all
or part of the bonded reinforcement is
Interrupted.
Design: 'movement Joints are essential
for the success of most tile Installations.
Various methods require proper design
and location of movement Joints, as
shown in Method EJ171 on page 40.
Because of the limitiess conditions and
structural systems on which tile can be
installed, the architect or designer shall
show locations and details of move-
ment iolnts on prolect drawings.
It !s not the Intent of this guide to make
inovement Joint recommendations for a
specific project. Architects must specify
movement Joints and shOW location
and details on drawings. .
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MaterialS: Movement joint sealants
Include silicone, urethane, and
polysulfide. Generally, urethane
sealants are recommended for
movement Joints on exterior vertical
surfacas and for movement joints on
both exterior and Interior horizontal tile
surfaces. Because of their abrasion
and penetration resistance, urethane
sealants are recommended for
movement Joints In tiled traffic areas.
Silicone sealants may be used In
movement joints on Iloth exterior and
interior vertical tile surfaces. One-part
mildew-resistant slllcone sealants are
formulated with fungicide for sealing
Interior Joints In ceramic tile showers,
around tubs, sinks, and plumbing
fixtures.
Sealants are available in both slngle-
and multi-component formulations. ,
Either formulation Is generally suitable
for movement joints In liIework. Slngle-
component sealants are furnished In
pre-packed cartridges, or other forms
requiring no job-site mixing. Multi-
component sealants require job-site
mixing, Ilut cure faster than single-
compon\!lnt counterparts, making them
advantageous for traffic areas. '
Sealants should comply with ASTM
C920 as described on page 40.
possible. They also can be used with
thin-set methods.
- ~
~~' I
Special Purpose Tile:
Special purpose tile are either glazed
or unglazed and are designed to meet
special physical requirements or to
have special appearance characteris-
tics.
They are not required to meet ail
requirements of ANSI A137.1. Consult
the manufacturer's specifications. They
are sometimes manufactured to create
an architectural effect toward the
casual. These tiles vary In size, one tile
from the other. Variations in plane may
be expected. Larger tiles will usually
require greater variations in joint width.
Cementltlous Backer Unit (CBU):
A backing and underlayment designed
for use with ceramic tile in wet or dry
areas. Available in various lengths, this
material can be applied over studs and
subfloorlng. Ceramic tile can be
bonded to it with dry-set, latex-portland
cement, or modified epoxy mortars.
Complete Interior Installation and
material specifications are contained In
ANSIA108.11 and ANSI A118.9 or ASTM
C-1325.
Glass Mat Water-Resistant Gypsum
Backer Board:
A backer board conforming to ASTM
C-1178. Designed for use on floors,
walls, and ceilings In wet or dry areas,
this material is applied directly to wood
or metal studs. Follow the
manufacturer's instructions for Installa-
tion and joint finishing. Ceramic tile can
be bonded to it with dry-set or latex-
portland cement mortar or organic
adhesive by following the backer board
manufacturer's instructions.
.Flber-Cement Underlayments:
'A dispersed fiber-reinforced cement
backer and underlayment designed for
use wllh ceramic tile In wet or dry
areas. Available In various lengths,
widths, and thicknesses, this material
can be applied over studs on walls and
over code-compliant subflooring.
. Ceramic tile can be bonded to it with
. latex-portland cement mortar or organic
adhesives. General Interior installation
and material specifications are con-
tained In ANSI A108.11 and ASTM C-
1288. Consull the manufacturer's written
literature for specific application details.
Note: The Handbook Conference acknowl-
edged olher backer unils Ihal ere on Ihe
markel for use as a backing and
under/aymenl with ceramic IlIe. However.
Ihe Conferees felt there was insufficlenl
experience and lesl dala available 10
consider specific pomment as 10 Ihelr use.
Follow manufaclurer's recommendations.
ti~J
SPECIAL PRODUCTS
Mounted Tile:
Tile assembled Into units or sheets by
suitable material to facilitate handling
an~ Ins"l\atlon.
Tile may be face-mounted, back-
mounted, or edge-mounted. Face-
mounted liIe assemblies may have
paper or other suitable material applied
to the face of each tile, usually by water-
soluble adhesives so that it can be
easily removed after Installallon, but
prior to grouting of the joints. Back-
mounted liIe assemblies may have
perforated paper, fiber mesh, resin, or
other suitable material bonded to the
back and/or edges of each tile, which
becomell an Integrlll part of the tile
installation. Back-mounted and edge-
mounted tile assemblies shall have a
sufficient exposure of liIe and Joints
surrounding each tile tQ comply with
!lond strength requirements. Tile
manufacturers must specify whether
back-mounted and edge-mounted tile
assemblies are Bullable for installation
in swimming pools, on exteriors, andfor
In wet areas.
Thresholds:
By actln!j. 115 a translllonal piece
between two different finished floor
levels, thresholds permit the use of the
conl/entional mortar method In rooms
where It would not otherwise be
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Exterior Ceramic Tile Panels:
To reduce construction time, these
prefabricated, lightweight, custom-built
panels are shipped to the construction
site and attached to the building by
welding or mechanical fastenel'$.
Panel size, shape, and thickness are
detennined by building design. Size,
spacing, and gauge of the steel stud
framework is also dependent on design
but may be related to the climatic
conditions of the building location.
Manufacturers of tile, mortars, IInd
backing materials and regional contrac-
lor associations can supply guide '
specifications for panel construction.
However, the ceramic tile installation is
usually done in accordance with Method
W201 (from the membrane out) or
Method W244 (bonding directly to solid
backing attached to the studs). Tile to be
installed per ANSI specifications.
Waterproof Membranes:
In addition to built-up membranes,
single-ply membranes, and non-
metallic and lead or copper waterproof-
ing, there are also waterproof mem-
branes available for use with both
vertical and horizontal thin-bed (ANSI
A118.10) and thick-bed Installations of
ceramic tile which may be Installed by
tile trades.
Among these are: single- or multi-
component membranes applied in
liquidl paste fonn, which cure into
continuous membranes; and mem-
branes applied in flexible sheet form.
Some of these membranes have
integral reinforcing fabrics for tensile
strength and minor crack-bridging
properties. Others are designed to be
used as a combination waterproofing
and setting material for ceramic tile.
Depending upon the type of waterproof-
ing membrane, manufacturers may
require that tile products be installed on
a reinforced portland cement mortar
bed applied over the membrane;
directly on the membrane with a thin-
set application of dry-set or latex-
portland cement mortar; or thin-set to
the membrane using a troweled
application of the waterproofing
membrane product.
Uncoupling Systems
A system that separates the finished
surface from the substrate to allow the
independent movement between the
two and prevent the transfer of stresses
to the tiled surface.
NOTES
Subsurface Tolerance:
Thin-set tile installations have a speci-
fied subsurface tolerance, for Instance
1/4" in 10', to conform with the ANSI
specifications. Should the archltecV
designer require a more stringent
tolerance (e.g., 118" in 10'), the subsur-
face specification must reflect that
tolerance, or the tile specification must
Include a specific and separate requlre-
mentto bring the 114" subsurface
tolerance into compliance with the 1/8"
tolerance desired,
lighting:
Interior Walls and Floors:
Use of wall-washer and cove-type
lighting, where the lights are located
either at the wall/ceiling interface, or
mounted dir~ctly on the wall, are popular
techniques of producing dramatic room
lighting effects. When proper backing
surfaces, installation materials and
methods, and location of light fixtures
are not carefully coordinated, these
lighting techniques may produce
shadows and undesirable effects with
ceramic tiles. Similar shadows are
created from side lighting Interior walls
and flool'$ when light shines at that
angle through windows and doors.
Exterior:
When natural or artificial light shines on
exterior walls and floors at a flat angle
almost parallel to tile surfaces, normal
and acceptable inconsistencies In the
tilework are highlighted by shadows that
exaggerate these conditions.
Wet Area Definition:
Tile surfaces that are either soaked,
saturated, or subjected to moisture or
liquids (usually water), such as gang
showers, tub enclosures, showers,
laundries, saunas, steam rooms,
swimming pools, hot tubs, and exterior
areas.
Mortar Bed Weight:
Typically, a 1"-thlck mortar bed will weigh
12 Ibs. per square foot.
Bonding Large-Format Tile for "
Coverage and Support:
The following installation techniques are
required to ensure proper coverage of
the bonding surface of larger tiles and
provide full support of edges and
comers. Large tiles are generally
considered to be 8" x 8" and greater.
Select a notched trowel sized to fadlltate
the proper coverage. Key the mortar into
the substrate with the flat side of the
trowel. Comb with the notched sid!! of
the trowel In ONE DIRECTION. Firmly
press tiles Into the mortar and move
them perpendicularly ACROSS the
ridges, forward and back approximately
1/8" to 1/4", to flatten the ridges and fill
the valleys. This method can produce
maximum coverage, with the comers
and edges fully supported, without
backbuttering or beat-in. Periodically
remove and check a tile to assure
proper coverage is being attained.
Coefficient of Friction:
When coefficient of friction (COF) data
are required for a specific project,
testing shall conform to ASTM C-1028.
However, because area of use and
maintenance by the owner of Installed
tile directly affect coefflent of friction,
the COF of the manufactured product
shall be as agreed upon by manufac-
turer and purchaser.
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WAll TiliNG INSTAllATION GUIDE
Simplest methods are Indicated; those for heavier services are acceptable. Very large or heavy tiles may require
s ecial settin methods. Consult ceramic tile manufacturer.
WALL TYPE (numbers refer to Handbook method numbers)
..\
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1':<:~ '
Masonry or
Concrete
W202
W221"
W223
W221"
W223
Page WoOd Studs Page Metal Studs Page
23 W223 25 W223 25
24 W231 25 W241 25
25 W243 26 W242 26
W244 26 W243, W244 26
23 W231 25 W241 25
24 W244 26 W244 26
24 8411 26 8411 28
8414 29 8414,8415 29
W222" 24 W222" 24
24 W223 25 W242 26
25 W243 28 W243 26
W244 28 W244 26
W246 27 W246 27
commercial Constructlon--Dry or limited
wllter exposure: .
~ dairies; breweries,' kltc:hens',;
W202
W211
W221"
:", I:"~ W222" 24 W222" 24
W223 25 W241 25
Resldentlal & Ught ponstrucllon-Wet: W202 23 W244 26 W244 28 ~J
~Il enclosures and showers ; W211 24 8412,8413 26 8412,8413 ,28
,~b I,:, W223... 25 8415 29 8415 29
8419,8420 29,30 ; 8419, 8420 29, 30
8421,8422 30 8421 8422 30
exterior. (see notea pn page 24) W201 23 W231 25 W241 (Refer to 25
W202 23 page 9.)
.Use these details where there may be dimensional Instability and possible cracks developing in, or foreign coating (paint,
etc.) on, the structurel wall since these cletails inch,lde a cleavage membrane (15 lb. felt or polyethylene) between the wall
. surface and tile Installation.
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GROUT GUIDE
These guidelines cannot address every installation. The type and size of tile, service level, climatic conditions, tile spacing, and
Individual manufacturer's recommendations are all factors that should be considered when selecting the proper grout.
~
" ..
,,' , . Grouta Containing Portland Camant Othara
"
" " .... .' Sll!ndl!rd Sll!ndl!rd PoIymar. Polyml!r
':1,'- , . ~~:~.d~' , ~ ' Unsandad Sanded Modllled Modified Modllled 100% Solid
W=Wl!IIUse Camenl Cemenl Unsanded Sanded Tile Epoxy Epoxy Furan Silicone Maslle
F = FloorUse Jobstla Mix Grout Grout Tile Grout Grout Emulsion A118.3 A118.5 Urethana Grout
(sanded) ,,11/1.8 (4) Alll!.6(4) A118.7 (4, 9) AI18.7(4,9) Al18.8 (4) (1,3,4,8) (1,3,4,6) (2,4) (3,4)
..
. TILE TYPE "'"
Glazed Wall Tile (7) W W W W W W W
Glazed Floor Tlla (7) W,F W,F W,F W,F W,F W,F W,F W,F
, Ceramic Mosaics W,F W,F W,F W,F W,F W,F W,F W W,F
Quarry, Paver, and W,F W,F W,F W,F W,F W,F
Packing House Tile (8)
Large Unit Porcelain or W,F. W,F W,F W,F W,F W,F W,F F W W,F
Vitreous Tile (8)
Dimension Stone (7, 8) W,F W,F W,F W,F W,F W,F
(Including Agglomerates) .
USE
DrylLlmlled Waler W,F W,F W,F W,F W,F W,F W,F W,F W,F W,F
. Exposure
Wel Areas (10) W,F W,F W,F W,F W,F W,F W,F W,F W,F
Exteriors (8, 9, 10) W,F W,F W,F W,F W.F W,F W,F(4) W,F(4) W,F
PERFORMANCE (Note: There are live performance rallngs, from Besl [AI 10 Minimal [E))
Suggested Joint Widths 1/8' to 1116' to 1/8'10 1116'10 1/8' to 1/16-'0 1116' to 318'10 1/16'10 1/16'10
(5) 5/6' 118' 5/8' 1/8' 5/8' 5/8' 5/6' 5/8' 1/4' 1/4'
Stain Resistance E D D C C C A A A B
Crack Resistance E D D C C C B C A C
, . Color Availability ". D B B B B B B Black only B B
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Notes:
(1) Mainly used for chemical resistant properties.
(2) Special tools needed for proper applicetlon. Silicone, urethane, and modified
polyvinylchlortde used In pregrouted ceramic tile sheets. Silicone grout should
. not be used on kitchen countertops or other food preparation surfaces unless It
meets the requlremonts of FDA Regulation No. 21, CFE 177.2600.
(3) Special cleaning procedures and materials recommended.
(4) Follow manufacturer's directions.
(5) Joint widths are only guidelines. Individual grout manufacturer's products may
vary. Consult manufacturers' Instructions.
(6) Epoxies are recommended for prolonged temperatures up to 140oF, hlgh-
temperature-resistant epoxies and furans up to 350oF.
(7) Some types of glazed ceramic tiles, polished marble, marble agglomerates, and
granite can be permanently scratched or damaged when grouted with sanded
grout formulas. DO NOT use sanded grout or add sand to grout when grouting
polished marble, marbled agglomerates, and ceramic wall tiles with soft
glazes. Check the tile or marble manufacturer's literature and test grout on a
separate sample area prior to grouting.
(8) Some types of ceramic tiles and dimension stone may be permanently stained
when grouted with pigmented grout of a contrasting color. WHITE GROUT IS
BEST SUITED FOR GROUTING WHITE OR LIGHT-COLORED MARBLE OR
GRANITE.
, (9) Latex modification may be" required In areas subject to freezing temperatures.
Consult grout manufacturer for recommended products and methods.
, " :. (10) Colored cemen!ltious grouts may darken when fiel.
'.
"
-." '.
11
FLOOR TILING INSTALLATION GUIDE
Performance-Level Requirement Guide and Selection Table
Based on results from ASTM Test Method C-627 "Standard Test Method for Evaluating Ceramic Floor Tile Installation Systems
Using the Robinson Type Floor Tester."
~~RV~C~ REQUIREMENTS FLOOR TYPE-Numbers refer to Handbook Method
.: ..' numbers
Flrd required performance level and choose Installation
metl)od that meets or exceeds It. Performance results are
based on ceramic tile meeting ANSI A137.1, or tile designated Concrete Page Wood Page
by~le !TI~f\ufl!cturer. .
~-" \1' . F101,F102 14
EXT~ HEAVY: F111, F112, F113 15,16
Extra heavy and high-Impact use In food plants, dairies, F114, F115 16
breweries, and kitchens. Requirlils quarry tile, packing house F121 17
tile, or tile designated by tile manufacturer. (Passes ASTM F131 18
C627 cycles 1 through 14.) F132.F133,F134 18, 19
\.,,-,-' .
HEAVY: F103 14 F143' 20
Shopping malls. stores, commercial kitchens, work areas, F111 15
laboratories, auto showrooms and service areas. shipping/ F112 15
receiving. and exterior decks. (Passes ASTM C627 cycles 1 F113 16
through 12.) .. ..' F121 17
~ObERATE: F112 15
Normal commercial and light institutional use In public space F115 16
of restaurents and hospitals. (Passes ASTM C627 cycles 1 F122' 17
throuah 10.\ ".
LIGHT: -Ff21 -17
Light commercial use In office space, reception areas, F141,F145 '19
kitchens. and bathrooms. (Passes ASTM C627 cycles 1 F122' 17 F143', F144.", F146 20, :21
through 6.). . F150 :20
-,-
I. F116 17 F142 20
RESIDENTIAL: TR711" 38 F147 21
1<Itchens, bathrooms, and foyers. (Passes ASTM C627 cycles F148 22
1 through 3.) F149 2~_
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Notes: .
Consideration must also be given to (1)
wear properties of surface of tile
selected, (2) tile size. (3) coefficient of
friction.
Unglazed Standard Grade tile will give
satisfactory wear or abrasion resis-
tance In Installations listed. Glazed tile
or soft body decorative unglazed tile
should have the manufacturer's
approval for intended use. Color,
pattern, surface texture, and glaze
hardness must be considered In
determining tile acceptability on a
k .,. pIIrtlcular fl.oor,
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Selection Table Notes!
Tests to determine Performance-Levels utilized representative
products meeting recognized Industry standards:
a. ANSI A 118.3 epoxy mortar and grout.
b. Data In Selection Table based on tests conducted by Tile
Council of America, except data for F144 Method, which Is
based on test results from an Independent laboratory.
c. ANSI A118,4 latex-portland cement mortar and grout.
d. Tile bonded to existing resilient flooring with epoxy adhe..
slve.
e. 7/16"-mlnlmum-thlck cementltlous backer unit or minimum
. 1/4"-thlck fiber-cement undertayment tested.
., ,I
;;"/..
,:'.'! '~,1~,'...i!-V 1:';-~ ; ~'J/,,'i
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HOW TO USE HANDBOOK WHEN WRITING SPECIFICATIONS
The Handbook Is not a specification. The quick reference details and outlines In the Handbook provide a means of simplifying and standardizing
Installation specifications for ceramic tile. The following steps are a guidB to the propBr use of the Handbook In developing job specJf/catlons.
~
CAUTION: In addition to referenclng
Handbook methods, architects and
specifiers shall specify tile and
Installation materials, Including specific
locations of movement Joints on
drawings.
Use American National Standards
Institute (ANSI) standards for develop-
ing specifications. Specifications shall
conform to local building codes,
ordinances, trade standards and
practices, and climatic conditions. All of
these, along with variations In materi-
als and labor, Influence the final cost of
Installation. Use of materials and
methods, not specifically designated by
the architect, will, of necessity, be
determined by the tile contractor.
~a~~/Cove A'~"ma~I,,~
.~ '! '\t:~,' ~~'!'~".~i-~U~l!f~.~,;~i}"
SQUARE
"
~'
.
tt"
-' ~,.:
"',"
'~."
" .~
:,;l!'"
. t~ .
TI!
, "i ;;.V' ;t" :It '~~, ~ . .~. " '
,t
,
:'f.
"f'
""-'
i., i~
b"":''''' '-c'
,
L;
,
THIN~~1f'
,~\j'!"i',)~,{<
[
FLUSH,
}
Appropriate trim shapes and details
must be specified by the architect, or
left to the discretion of the tile contrac-
tor.
All details in this Handbook are stylized
cross-sectional drawings of typical
installations and are not Intended to
show specific treatments of the
transition between vertical and horlzon-
~I tile surfaces. ' .
. - .,', ".,~ ..\ I
.....,'....
.'.} ~i} ,,' .D /!,:{}.' !,' or'.
. ~;~~,;\5.~~t.t;.,~.!;>!'.~...; ~~~'; ~~{~_.i f.>-", ..;. "
"'l .~ (ri~~~..t~ l:;J :;A~',j~ i
',"'J;~h~t~:.u'~;\ ,.'to ,\,
1 WALLS, FLOORS
Solid Backing
Tile Installation 2 000-02
Recommended Uses:
2
.
.
Reqlllrements:
2
.
.
Materials:
3,4,5
.
.
,
Preparatloll by Other Trades: 6
.
.
Praparatlon by Tile Trade: 7
.
.
Movement Joint (architect mllst
specify type of Joint and
show location and details
on drawings): 8
.
Installation Specifications: 9
',i
,
,
-
.
II i
"
;.l,
.,
," lo,.i
"
1 Show areas to be tiled on drawings.
2 Select proper Installation method for
given backing: e.g., metal stud walls,
masonry walls. concrete slab, wood
floors, etc. as shown In various
Handbook methods. Text outlines
recommended uses, requirements,
and pertinent data for developing
specifications. Installation guides on
pages 10 and 12 should be con-
sulted when selecting installation
method.
Reference American National
Standard Specifications for Ceramic
Tile (ANSI A 137.1) for tile types. This
standard Is the only specification for
ceramic tile. It describes qualities
necessary for labeling Standard
Grade ceramic tile lInd sets up
procedure for Issuing Master Grade
Certificate.
3 Select and specify bonding material
from those listed on pages 5 and 6.
Refer to glllde on page 12 for floors'
and to guide on page 10 for walls".
4 Select and specify grout from those
listed on page 7 and according to
Grout Guide on page 11,
5 Reference applicable ANSI and
ASTM Material Specifications and
Standards for bonding and grouting
materials selected in 3 and 4 above.
6 Specify materials and preparation
work of other trades in proper "
section of Job specification. The
FOREWORD in the ANSI tile Installa.
tion specification booklet suggests
particular specifications for related
trades regarding preparation for
tilework and Is not a part of the ANSI
specifications,
7 Specify preparation by tile trade.
8 Specify movement Joints and
locations. Show details on drawings.
Reference pages 8 and 40.
9 Specify Installation procedures by
referencing .appllcable ANSI Speclfl-
cations.' .
, .,,; d, ., !
. Special Installation prOcedures; ,'.
proprietary Installation methoda, and '
materials should be speclfied In
accordance with manllfacturers'
data.
13
FLOORS, EXTERIOR
r~tios ~nd Wa'ttways
,C!l~'mt "'~rt~r! Bonded F101-0~
;~/~~~\:~,t:~\,;~'~'r~r~t~:;:~'~.'H~::~~,,'St~~~4~'\,'~! ;_1"
,~~~~p"r '.~~ ~f.r,...!~'; ,...,~~~ ~": '_:'~{ }~} .:.t...!' .,l,~".....>,
r :',:,,:,)',' :',. ~'~!~~:;"i''''r' ";'
, ceRAMIC TIU:
.~ .'
I' OONOCOAT'", '
MOIUAR 6eo
NOMINAL I -1/4"
MOIO'AR 6eo OONO COAT
GRAVEL !leD
CONcme 5IA6
"
~ecommel'lded Uses:
"' exteiior floors, decks, or pallos where
membrane Is not used, and where
, posl1lve drainage below slab Is provided.
Limitations:
o although this Is tha best known method of
Installallon for a ceramic Ille walkway, It Is
not raliable in areas where the mortar bed
will be subjected to freeze-thaw cycles
and the appllcetlon of snow melting
c~l'rnlcals.
Req"lreme"ts:
~ sloped slab to provlda completa surface
drainage,
! gravel bed or other msans of drainage
below slab.
o concrete must be free of cracks.
~ movement jolnta are mandatOI}'.
t cover completed tllewort< and keep damp
for 3 to 7 days.
! seal edges of mortar bed with a
trowelable membranelsealant.
Materials:
o mortar bed--ANSI A108.1A.
o bond coat-portland cement paste on a
mortar bed that Is stili wor1<able, or dry-set
mortar or latex-portland cement mortar on
a cured bed.
! grout-ANSI A118.6 or A118.7.
! mortar bed bond coat-portJand cemant
slurry.
Preparation by Other Trades:
o provide subsurface drainage.
o slope slab for complete drainage.
! slab to have steel trowel and flne broom
finish with no curing compounds used,
(When used, mechanical scarifying Is
necessary.)
o max. variation In the slab-1/4" In 10'.0"
from the required plane.
Movement Joint (architect must
specify type of joint and show location
and details on drawings):
! movement jolnw-mandatory according to
i Method E.t171, pege ~O.
Installation SPfClflcatlons:
, tlle-ANSI A108.1A, .18 or .1C.
! grou\-ANSI A108.10.
Dry-Set Mortar or F102-02
L~t'l("f'()rtland Cement Mortar
'.
'"
CEAAMIC TilE
DRY-5ET OR LATEX-r.C.
MORTAR BOND COAT
CONCRETE 5LAB
GAAVEl BED
Recommended Uses:
. exterior ftoors, decks, or palios where
membrane is not used, and where
positive drainage below slab Is provided.
Requirements:
. slab same as Method F113.
. sloped slab to provide complete surface
drainage.
o concrete must be free of cracks.
. gravel bed or other means of drainage
below slab.
o movement Joints are mandatory,
o bond coat 3/32" min.
. cover compieted Illewort< and keep damp
for 3 to 7 days.
Materials:
. dry-set mortar-ANSI A118.1.
o latex-portland cement mortar-ANSI
A118.4.
o grout-ANSI A118.6 or A118,7
Preparation by Other Trades:
. provide ~ubsurface drainage.
. slope slab for complete drainage,
. slab to have steel trowel and fine broom
finish with no curing compounds used.
(When used, mechanical scarifying is '
necessary,) .
. max, variation in the slab-1/4" In 10'-0"
from the required plane.
Movement Joint (architect must
apaclfy type of Joint and ahow location
and detalla on drawings):
. movement Joints-mandatory according to
Method EJ171, page 40.
Installation Spaclflcatlons:
. tll&-ANSI Al08,5.
. grout-ANSI A108,10,
.
NOTE: For areas not sUbJeel to freeze-thaw conditions, methods FIll, FI12, FIlS, FI21,
FI22, FI41, and FI44 may be suitable for exterior use when appropriate precautions are
taken, Including expansion JoInt placement, proper slope to drain, waterprool membrane
i (Jioped (1/4' per foot) to draIn. -, '
'14
.
T.:
Roof Deck, Membrane
Cement Mortar F103-02
..
')\
If)
:>
~
CEAAMIC TIl.e
IlOND COAT
TIl.e MEM6AANE
WiRe ReiNfORCeD
MOIUM 6eD
fiLTER fA6RlC
DRAINAGE LA)1:R
ROOf MEM6AANE
SLOPE TO DRAIN
(1/4' PER fOOT)
g~
~~
.a~
li~
~ g
0"
as:
~. 8
~ ~
- If
:if ...\,
2" i' :~
"0:::1 l
RL
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U> :>
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o !4
38 '
PI:J '
g. a
gL
a6
g.2'
. ~ i.
N
Z
~
:..
I
o
Recommended Uaes:
. exlerior roofs or decks of concrete, steel,
or wood where a waterproof roof
membrane is used and sloped min. 1/4"
per toot.
Limitations:
. although this is the best known method of
installation for a ceramic tile root deck, it is
not reliable in areas where the-mortar bed
will be subjected to freeze-thaw cycles
and the application of snow melting
chemicals,
Requirements:
. mortar beds In excess of 2".thlck shall be
detailed by tha architect.
. roof drains by other trades-provide
complete drainage at membrane level by
use ot weep holes as shown or other
methods. Tile over flat deck with poor or
no drainaga will not sland up.
. reinforcing mesh mandatory,
. movement joinls mandatory,
. surround roof drain with broken pieces ot
tila to prevent stone or mortar from
blocking weep holes,
. cover compleled tllework and keep damp
for 3 to 7 days.
Materials:
. . mortar bed and reinforcing-ANSI
. A108.1A.
. ceramic tll&-as approved by manufac-
turer.
, waterproof membrane-ANSI AH8.10
. crushed stone-max. size 1/2".
. crushed stone bed 1" min. thickness.
. burlep or closely woven cheesecloth.
. manufactured drainage mat-use in
place of stona drainage system.
. bond coat-portland cement paste on a
mortar bed that Is stili workable, or dry-
set mortar or latex-portland cement
mortar on a cured bed.
. grout-ANSI A1l8.6 or A1l8.7.
Movement Joint (architect must
specify type of joint and ahow location
and details on drawlnga):
. movement jolnts-msndatory according to
Mathod EJ171, pege40.
. movement joints should not go through the
gravel bad; they should extend only to the
bollom of the selling bed.
Installation Speclflcatlona:
. til&-ANSI A108.1A, .16 or .1C.
. grout-ANSI Al08,10,
~)
l
E,-''''''Z''''
, . ,...-,:,\~:~;!'~'~t~< ':> ';
I
FLOORS, EXTERIO
~.
Balcony Deck
, Thill-Set
, ,:_.Lt ~i),.",:'~ ",:
. t <I' i'{'.... .;;
;:~
fl
: f'
l,~
,
U
. ~.
ii
;i
llii
.., It:
~ 0
h iil
~ 3
;&
38
II "
%0
.~ ::I
3 ::I
i:
::I'll!.
(II
RfGLeT
SEALANT
CERAMIC Tllf TfijM UNIT
~~T~~~p~E~6RANE , SHEET
MEM6RANE BOND COAT
LATEX-PORTlAND CEMENT
MORTAR. BOND COAT
SeAlANT
CERAMIC TILE
SLOpe DECI'
SURI'ACE MIN.
1/4' PER FOOT
a
CONCRETE ,
Recommended Uses:
. exterior balconies or decks of concrete
over unoccupied space wh,re water-
proof roof membrane Is not used, and
where slab Is sloped min. 114" per foot.
Limitations:
. use F103 where a waterproof roof
membrane Is used.
. this method may not be reliable In areas
where the Installation will be subjected to
freeze-thaw cycles and the application of
snow melting chemicals.
Requirements:
. design floor areas over which tile Is to be
applied to have a deflectlon not greater
then 1/360 of the span. Make ,IIowance
for live load Impact as wall as all dead
load, Including '!V8lght of the tile anl!
selting bed.
Materials:
. specify type of waterprooflng: e.g., aheet
or liquid applled-ANSI A 118.10.
. latex-portland cement mortar-ANSI
A118.4.
. polymer modlfled tile grout-ANSI A 118,7.
Preparation by Other Trades:
. maximum variation In the slab-1/4"In
10'-0" from the required plane.
. slope slab 1/4" per foot.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joinls-mandatory In accor-
dance with Method EJ171, page 40.
Installation Specifications:
. membrane-ANSI A 108.13.
! tile-ANSI A108.5.
~ grou1-ANSI A108.10.
'~~,;.~;"', ');, I.:' ; ',' , '.~.l'-" ;.j '.',.....,
::,,';.... ;1: \\.o:!.- h~~1):1\'l"+'::;
" ''';,
'!<\..\ -t':;
'., :
'0, I"
;' ,"".;'),1,' t~:.-..t..J
'<:.: ..'> ~
"
.. , "
, ,
" , ,
, , " , " "
....
FLOORS, INTERIOR
Concrete Subfloor
Cem.nt Mortar, F111-02
Cleavalle Membrane
CERAMIC TILE
BOND COAT
MORTAR BED
1-114' MIN. TO 2' MAX.
REINFORCING
CLEAVAGE MEMBRANE
Recommended Uses:
. over struclural floors subject to bending
and deflecllon.
. see page 11 NOTE for exterior uses.
Requirements:
. reinforcing mesh mandatory,
. mortar bed thickness 10 be uniform, 1-1/4"
min. to 2" max.
. mortar beds In excess of 2"-thlck shall be
detailed by the architect.
Materials:
. mortar bed. reinforcing, and cleavage
membrane-ANSI A108.1A.
. bond coat-portland cement paste on a
mortar bed thai Is still workable, or dry-sel
mortar or latex-portland cement mortar on
a cured bed.
. grout-ANSI A118.8 or ANSI A118.7.
Preparation by other Trades:
. slab depression to be accurate wllh steel
trowel finish.
. slope, when required, to be In subfloor.
. max. variation In the slab-1/4" In 10'-0"
from the required plane.
. where radiant heating pipes are laid over
the slab, screed fill flush to lop of pipes
II before placing a cleavage membral\e and
reinforced mortar bed.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joints-mandatory according to
Method EJ171, page 40.
Installation Spaclflcatlons:
. IIIe-ANSI Al08, lA, .16 or .1C.
. grout-ANSI A108.l0,
NOT~d,~ For /IIa tKH!dBd directly 10waleT.
. proofln(1 me~ne. follow Melhod FI22.
SH pap- tJ for 01"-' 1n"aHalloTlmelarlal,
and me/hOde. \, . ., '
Cement Mortar,
Bonded
F112-02
CERAMIC TILE
BOND COAT
MORTAR BED
NOMINAL 1- 114'
MORTAR BED BOND COAT
"
Recommended Uses:
. on slab-on-grade construction where no
bending stresses occur.
. on properly cured slructural slabs of
limited area.
. see page 14 NOTE for exterior uses,
Limitations:
. use Melhod F111 over precast concrete
floor systems, post tensioned concrete
floor systems, and other floors subject 10
movement or deflection.
ReqUirements:
. mortar bed thickness to be uniform.
. concrete must be free of cracks.
Materials:
. mortar bed-ANSI Al08.1A.
. bond coat-portland cement paste on a
mortar bed that Is stili workable, or dry-set
mortar or lalex-portland cemenl mortar on
a cured bed.
. grout-ANSI A118.6 or A118.7.
. mortar bed bond coat-portland cement
slurry.
Preparation by Other Trades:
. slab to have sleel trowel and fine broom
finish with no curing compounds used.
(When used, mechanical scarifying Is
necessary. )
. slope, when required. to be In subfloor.
'. . max. variation in the slab shall not exceed
1/4" In 10'-0" from the required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joints-mandatory according to
Method EJ171, page 40.
Installation Specifications:
. IIIe-ANSI A108.1A. .16 or .1C.
. grout-ANSI A108.10.
15
F~QQR$, INTt:RIQR
Gp"~rete sui::)flpor
qry-Set Mortar or f1P-02
,,~atex-portl.nd Cement Mortar I-
~~-' -', .' .'
~:~-~
CERAMIC TILE
DRY-5ET OR
gg:rEX~ORTLAND
EME MORTAR
ND, OAT,.
',., ,.
, ,
~eco"'lllel'!ded Uses: ,
~ on plane, clean concrete.
. on slab-On-grade construcUon where no
bending stresses occur.
. see page 14 NOTE for exterior uses.
LImitations:
. lllethodF111Is the preferred Illethod over
precast concrete floor systellls, post
tensioned concrete floor systellls, and
other floors subject to Illovement or
deflection.
. method F113 may be suitable for above-
grade structural slab installations when
speclfic mortar and grout products
recommended by the manufacturer are
speclfied. Not all modified mortar and
grout products are suitable for this
application.
. deflection not to exceed 11360 of spar, for
above-grade structural slabs.
~equlrements: ' ,
! slab to be well cured, dimensionally
stable, and free of cracks, waxy or oily
films, and curing compounds.
. bond coat 3132. min.
Materials:
. mortar-use ANSI A118.1 or A118.4 for
slab-on-grade Installations; use only a
manufacturer's designated morter for
above-grade structural slabs.
. grout-use ANSI A118.6 or A118.7 for
slab-On-grade Instelletlons; use only a
manufacturer's designated grout for
above-grade structural slabs.
Preparatlo" by Other Trades:
. slab-steel trowel and fine broom finish
free of curing compounds. (When used,
mechanical scarifying Is necessary.)
. slopa, when 'required, to be in subfloor.
. max. variation in the slab-1/4. in 10'-0"
from the required plane.
Movement Joint (architect must
specify type of joint and show location
and details on drawings):
~ follow EJ171, page 40, for slab-On-grade
Inatallatlons.
. above-grade structural aleba require:
exterior Joint spaclng; perimeter Joints ere
mandatory.
!nstallatlon SpeclflcatlQns:
" tlle-ANSI A108.5.
,~cgrout-ANSl A108.10.
>;~\.\:t~~;., \'1'''' >, I. . "" 1'1,
~l~.~~'-~:-r': :,'1\ " I,', \. 'c' I ~",
,ei ..~.. f I't ,
'16 "
........'
Cement Mortar, F114-02
Epoxy or fllran Grout
Ef'OXY OR fURAN GROUT
CEMMIC TilE
f30ND COAT
MORTAR BED
1-1/4' MIN. TO 2' MAX.
~INfORCING
qEAVAGE MEMBMNE
Recommended Uses:
. with tile aet by Method F 111 requiring
good stain reslatance and reslatance to
erosion callsed by occaaional, contact
with mild chemicala such aa found in
commerclal dining areas, photographic
dark rooma, pubilc toileta, public toyers,
etc,
. with quarry tile and paver tile,
Requirements:
. tile aurface muat be waxed before
grouting with furan reain.
. mortar bed thickneaa-1-1/4- min. to 2"
max.
. mortar beda in exceas of 2" -thick ahall be
detailed by the architect.
Materials:
. mortar bed, reinforcing, and cleavage
membran&-ANSI M08.1A.
. epoxy grout-ANSI A118.3.
. furan grout-ANSI A118.5.
Tile Installatton and Movement Joints:
. follow Method F111.
Installation specifications:
. til&-ANSI A108.1A, ,1B or .1C,
. epoxy grout-ANSI A108.6.
. furan grout-ANSI A108,8.
Dry-Set Mortar,
Epoxy or Furan Grout
F11S.02
~
NOTES: Select Method F131, F132, Dr F133 for chemIcal reslst/ilnce In commercial kitchens,
dairies, breweries, lood processing plants, etc. .
Joints mus' be clean IIflc/ compIste/y /II/fHI with epoxy Dr furan. Partial filling with sand or
mortar Is unacceptable. . "
See paQfl 8 lor other Inst~/iBtIon materials and methods.
CERAMIC TilE
DRY-5ET OR
LATEX-f'ORTLAND
CEMENT MORTAR
BOND COAT
Ef'OXY OR fUMN GROUT
-.. .
.'
" ,
Recommended Uses:
. with me set by Method F112 or Method
F 113 requiring good alaln reaistance and
reslatance to erosion caused by occa-
sional contact with mild chemicala auch
as found In commercial dining areaa,
photographic dark rooma, public toileta,
public toyera, elc.
, wilh quarry lile and paver tile.
Requirements:
. tile surface muat be waxed betore
grouting with furan resin.
. concrete muat be tree of cracks.
Materials:
. epoxy grout-ANSI M18,3.
. furan groul-ANSI A118.5.
Preparation by Other Trades:
. slab-ateel trowel and fine broom finiah
free of curing compounda, (When usad,
mechanical acarifying ia neceaaary.)
. max. variation in the slab-1/4" in 10'-0"
trom tha required plane.
Tile Installation and Movement Joints:
. follow Method F112 or F113.
Installation Specifications:
. lil&-ANSI A108.5.
. epoxy grout-ANSI A108,8,
. furan grout-ANSI A108,8.
FLOORS, INTERIOR
Concrete Subfloor
Organic Adhesive or F116.02
Epoxy Adhes!ve .d ",: !,;~
~.,
'~:",~:::
>~,i
i=f'
~f'
)I'
g:". '
i >,:
~
Ii!
~.
ll'f.t,
=("
if
i
i>>
f
3
i
~
3
S'
(
"~
a
Recommended Uses:
. for use over concrete floors In residential
construction only. For haavler servl~,
select Method F113. .
Limitations:
. will not withstand high-Impact or wheel
loads.
. conSUlt adhesive' manufllcturer for
installation over floors with radiant
heating.
. organic adhesives are not recomme!1ded
In areas exposed to temperatures
exceeding 140'F.
Requirements:
. slab to be well cured, dimensionally
stable, and free of cracks, waxy or oily
films, and curing compounds.
r,taterlals; .
. organic adheslve-:-ANSI A136.1 Type 1
floor type.
. epoxy adheslve-ANSI A11B.3.
. grout-ANSI A11B.B or A11B.7.
Preparation by Other Trades:
. slab-steel trowel and flne broom finish
free of curing compounds. (When used,
mechanical scarifying Is necessary.)
. max. variation In the slab-1I4. In 10'-0"
from the required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement Jolnls-mandatory according to
Method EJ171, page 40.
Installation Specifications:
~ I"e-ANSI A10B.4.
, .' grout-ANSIA10B.10.
., ,. ii-
,1,.::'-;.i,t~::~H',.,)t:' .
S\i{, '~~;;J..; '"
',i.;,.,.,';
..".
, ,
'r':.;lj",J~i;f 'pi ; . .
';;' f'JOTE: See page 8 for other Instal/.tIoII
.:-t:" materials and methods. -
'-';",
--..--.. -....~,.~_._--.
FLOORS, INTERIOR
WATERPROOF MEMBRANE
Cement Mortar Bed
F121.02
CEAAMIC TILE
BOND COAT
MORTAR BED
1-1/4' MIN, TO 2' MAX.
REINFORCING .
WATERPROOF MEMBAANE
CONC. OR WOOD 5UBFLOOR
Recommended Uses:
. wherever a waterproof Interior floor Is
required In cpnJuncllon wilh ceramic tile
Installed on a portland cament mortar bed.
. see page 14 NOTE for exterior uses.
Limitations;
. deflection not to exceed 1/360 of span.
. not recommended tor severe chemical
exposure.
Requirements:
. design floor areas over which IlIe Is to be
appllad 10 have deflection nol greater than
11360 ot the span. Make allowance for
live load and Impact as well as all dead
load, Including weight of the tite and
seltlng bed.
. mortar bed thlckness-1-1/4" min. to 2"
max.
. mortar beds In excess of 2"-thlck shall be
detailed by the archi!ecl.
Matllrlals:
. specify typa of waterprooflng; e,g., sheet
or liquid applied-ANSI A 118,10.
. mortar-ANSI A108.1A.
Preparation by Other Trades:
. maximum variation In subfloor shall not
exceed 1/4" In 10'-0" trom Ihe required
plane.
. slopa subfloor 1/4" per foot to drain.'
Preparation by Tile Trade:
. waterproof membrane-install to comply
with pertinent codes and manutacturer's
directions.
Tile Installation and Movement Joints:
. follow Method F111 or F141.
\ .j,o,
) ~." . I,
".J,!
"
NOTE: Follow membrane manufacturer's
dlrecUon, for waterproofing vertlcat t//e
Instatlatlons.
.. ~,.M_~_~"'_'_'~''"''-~_''4'_~''''
Thin-Set
F122-02
CERAMIC TILE
LATEX-PORTLAND CEMENT
MORTAR BOND COAT
WATERPROOF MEMBAANEI 5HEET
OR LIQUID APPLIED
MEMBRANE eoND COAT
CONC. OR CURED
MORTAR BED
.'
... ,',".
Recommended Uses:
. wherever a waterproof Interior floor is
required In conjunction with ceramic tile
inslalled In a thin-set melhod.
. see page 14 NOTE for exterior uses.
Limitations:
. deflection not to exceed 1/380 of span.
. not recommended for severe chemical
exposure.
Requirements:
. design floor areas over which llIe Is to be
applied 10 have deflecllon not greater than
1/360 of Ihe span. Make allowance for
live load and Impact as well as all dead
load, including weight of Ihe tile and
selling bed.
Materials:
. specify type of waterproofing; e.g., sheet
or liquid applied-ANSI A118.10.
. latex-portland cement mortar-ANSI
A118.4.
. polymer modified tile groul-ANSI A11B.7.
Preparation by Other Trades:
. maximum variation in subfloor-1/4"In
10'.0" from the required plane.
. slopa subfloor 1/4" per foot 10 drain.
Preparallon by Tile Trade:
. waterproot membrane-install to comply
with pertinent codes and manufacturer's
directions,
. Membrane Installation:
'. membrane manufacture~s directions.
Installallon Specifications:
. tile-ANSI A10B.5.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joints-mandatory according to
Method EJ171, page 40.
NOTE: There are sheet and liquid mam.
branes recommended by manufacJurelB for
Installation of ceramic and marble tlla by a
thin-set mathod over concrete which has
cracJcBd or will crack. Follow
manufacturer's written specifications and
Instaltatlon instructions precisely. Refer to
Method F/22 to Incorporate membrane.
17
, ~ 0.........-".. ,,~...,
FLOORS, INTERIOR
CHEMICAL-RESISTANT
Concrete Subfloor
~p.~'vMortar and Grout . f131-02 Epoxy Mortar and Grout
)~F$,<;/.1yr" . ..,', j.,;
Recommendell Uses:
. where leveling ot'subfloor Is required.
. for selling and grouting ceramic mosaic,
quarry, and paver tiles,
. were moderate chemical exposure and
severe cleaning methods are used, such
as In commercial kitchens, dairies,
breweries, food processing plants, etc.
. for tllework exposed to prolonged high
lemper!ltures-use high tempereture,
chel111cal-reslstant epoxy mortar and
grout.
Limitations;
. for severe chemical exposures end
where complele protection is needed,
refer to Method F134.
Requirements:
. surfaces to receive epoxy mortar must be
free of sealers, curing compounds,
coatings, oil, dirt and dust, and must be
dry.
. concrete must be free of cracks.
. over structural floors subject to bending
and deflection-use cleevage membrane
under mortar bed, see Melhod F111.
MaterialS: .
. epoxy mortar end grout-ANSI A 118.3. .
. high temperature, chemical. resistant
epoxy mortar and grout-A118.3 and
certified by manufacturer as suitable for
Intended use.
. mortar-ANSI A108.1A
. mortar bed bond coat-portland cement
slurry,
Preparation by Other Trades:
. slab-steel trowel and fine broom finish
free of curing compounds, (When used,
mechanical scarifying is necessary,)
Preparation by Tile Trade:
. for mortar bed over slab-on-grade where
no bending stresses occur-Method
F112.
. for mortar bed over struclural floors
subject to bonding and deflection-
Method F111.
. ovor a waterproof membrana-Method
F121.
tnstallatlons Specifications:
. liIe-ANSI A108.6.
NOTES: Joints n "t be clean and completely filled with epoxy 0; furan. Parllal filling with sand or morlar Is unaccep;abte.
Extreme heat or Impmper steam c/e"nlng will soften epoxy grouts and wash them out of lolnts: however. high temperature resistent formulas are
available. Therefol'd, the archltect_shoutd consuit grout manufacturer for spacial precautions when chemical exposure Is sevara, or at pro-
longed tamperaturas abova 1400Ii--'
18
, '. -.,
CEAAM1C Tile
EPOXY GROUT
EPOXY' MORTAR '
BOND COAT
. . : ~".'-'-"
Recommended Uses:
. for setting and grouting ceramic mosaic,
quarry, and paver tiles.
. where moderate chemical exposure and
severa cleaning methods are used, such
as In commercial kitchens, dairies,
breweries, food processing plants, etc.
. for tllework exposed to prolonged high
temperatures-use high temperature,
. ., chemical-resistant epoxy mortar and
'Oo grout.
\.Imitations:
~ for severe chemical exposures and
where complete protection Is needed,
refer to Method F134.
Requirements:
. structurally sound subfloor, carefully
finished to proper elevetion and slope.
. surfaces to receive epoxy mortar must be
free of sealers, curing compounds, 011,
dirt, and dust, and must be dry.
~ concrete must be free of cracks.
MaterialS:
. epoxy mortar and grout-ANSI A118.3.
! high temperature, chemical-resistant
epoxy mortar and grout-A 118.3 and
certified by manufacturer as suitable for
Intended use.
Preparation by Other Trades:
. slab-steel trowel and fine broom finish
free of curing compounds. (When used,
mechanical scarifying Is necessary.)
. slope, when required, to be In subfloor.
. max. variation In the slab-1/4"In 10'-0"
from the required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. dlreclly over joints In structural floors
Including construction Joints or cold joints.
Installation Specification.:
! ilia-ANSI A108.6.
l,',:,
F132-02
Furan Resin Mortar
and Grout
F133.02
CERAMIC TILE
EPOXY GROUT
EPOXY MORTAR
BOND COAT
MORTAR BED
NOMINAL I .1/4'
MORTAR BED BOND COAT
CEAAMIC TILE
fUAAN GROUT
~51N MORTAR
BOND COAT
"
. .
.. .
"
... ....
Recommended Uses:
. for selling and grouting quarry and paver
tiles.
. In kitchens, chemical plants, etc.
Limitations:
. for severe chemical exposure and where
complete protecllon Is needed, refer to
Method F134.
Requirements:
. slructurally sound aubfloor, carefully
finished to proper elevation.
. surfaces to receive resin mortar must be
free of sealera, curing compounds,
coalinga, 011, dirt and dust, and must be
dry.
. concrele muat be free of cracks.
. tile surface shall be waxed boforo
Installallon,
Materials:
. furan mortar/grout-ANSI A118.5.
Preparation by Other Trades:
. slab-steel trowel and fine broom finish
free of curing compounds. (When used,
mechanical scarifying is necessary,)
. slope, when required, to be in subftoor.
. max. permissible varlallon In slab- 1/4" In
10'-0" from required plane.
Preparation by Tile Trade:
. Oller a waterproof membrane-Method
1"122.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joints-mandatory according to
Method EJ171, page 40.
Installation Specifications:
. lila-ANSI A108.8.
+-'
,
;1
'I
~
D\
,
~'
FLOORS, INTERIOR FLOORS, INTERIOR
CHEMICAL-RESISTANT
Concrete Subfloor
j:poxy Mortar alld Grout f134.02
pr furall Resl""".""\#,:'".I.',M''<f\ ',.' :",
1-1/4' THICK rACKING
HOU5ETILE
CHEMICAL ~515TANT
ElONDING MORTAR
AND GROUT
1/4' THiCK CHEMICAL
RES/5TANT MEMElRANE
MORTAR ElED OR
CONCRETE fiLL
MORTAR ElED ElOND COAT
a."""
~.:";l"
,
~
a'"
{.
if
!il
iil
3
,i'
Ell
;. ,','
lit '
i
::J
..
3
Ii
t
6'
[
a
~"""'""'"'~'''''h''''"",:'''
. ,.;:, :~7':'!~-,'i.,~<',<>/:,'e',';/""~>< '/'>-,
,
, '.'~ ,'-
Recommended Uses:
. for setting 1-1I4'-thlck packing house tiles
in arees of continuous or severe chemical
exposure, where special protection
against leakage or damage to concrete
sublloor Is required.
Requirements:
~ requires chemical-resistant membrane.
. structurelly sound sublloor, carefully
flnished to propjlr elevation and slope.
~ for epoxy Installation follow Methocl F131.
, for furan Installation follow Method F133.
Materials:
~ mortar bed bond coat-porUand cement
slurry.
Preparation by Other Trades:
· slab to have steel trowel and ftne broom
finish with no curing compounds used.
(When used, mechanical scarifylnlj Is
necessary.)
. max. variation In the concreta fill or mortar
bed-118' In 10'-0' from the required
plane.
. chemical-resistant membrane may be
Installed by other trades separate from
lIIeworl<.
Movement Joints:
. none In sublloor beneath continuous
membrane unless special Installation
method Is designed to accommodate them.
SpecificatiOnS; , '
, chemlcal-reslstant mambrane-
!11anufacturar's lI!!1rature. '"
I ..; p,~t .:. .~,
, .
NOTES: The entire ffoor system is usuaRy
Installed by a specialty ceramic tile flooring
contractor and should bI so spaclfled.
Joints must bI clean and compfetely filled
!Wth epoxy or furan. Partial filling with sand
or mortar Is unaCceptable.
ARCHITECT: Consult resin menufacturer
for spacial precautions When chemical
~re Is severe, or at high templtralUre.
':ih;~,r,)~ :'~;;~~,;.. t .
;\i
Wood Subfloor
Cem,nt Mortar
F141.02
.1
Cement Mortar
Metal Lath
F145.02
CERAMIC TILE
BOND COAT
MORTAR BED
1-1/4' MIN. TO 2' MAX.
REINfORCING
CLEAVAGE MEMBRANE
5UBfLOOR
Recommended Uses:
. over all wood floors thai are structurally
sound. '
. where radiant heat pipes are laid over the
wood aubnoor, screed ftll fluah to top of
pipes before placing a cleavage mem-
brane and reinforced mortar bed.
. aae pege 14 NOTE for exterior uses.
. where waterproof floor Is required, use
waterproof membrane meeting ANSI
A118.10.
Contact membrane manufacturer for
apeclfic detail.
Requirements:
. cleavage membrane.
. reinforcing mandatory.
. daslgn ftoor areas over which liIe Is to be
applied to hsvEl a deflection not greater
than 1f360 of the span when measured
under 3oolb. concentrated load (see
ASTM C627).
· mortar beds In excess of 2"-thlck shall bEl
detailed by the architect.
MatElrlals:
. mortar bed, reinforcing, and cleavage
membrane-ANSI A 108.1A.
. bond coat-portland cement paste Of\ a
mortar bed Ihat Is stili workable, or dry-set
mortar or latex-portland cemant mortar on
a cured bed,
. grout-ANSI A118.6 or A118.7.
Preparation ~y Other Trades:
~ subftoor-19/a2' plywood or 1" nominal
boarda when pn jolstf 16" o.c.
. depreaalng lIoor between jolstt'ilO ledger
stripa permlsslblEl In realdentlal uae.
Movement Joint (archItect must
specify type of Joint and show location
and detells on drawings):
· movement joints-mandatory according to
Method I:J171, page 40.
Imltallatlon Specifications:
· tII_ANSI A108.1A,.16 or .1C.
. grout-ANSI A108.10.
.
,
CERAMIC TILE
BOND COAT
MORTAR BED
METAL LATH
CLEAVAGE MEMBRANE
5UBFLOOR
I
I,
i
!
I,,' '4'1
..,
Recommended Uses:
. for residential usa over wood floors that
are structurally sound.
. where walerproof floor Is required, use
waterproof membrane meeting A118.10.
Contacl membrane manufacturer for
apeciflc delail.
Llmltallons:
, resldentiallnslallatlons only; 3/4" min.
mortar thickness for areas up to and
Including 100 sq. It., 1-1/4" mln, mortar
thickness for areas greatar Ihan 100 sq. '
ft.
Requirements:
. cleavage membrane
. 2.5 Ibslyd' metal lath (min.), nailed or
stapled.
· design floor areas over which tile Is to be
applied to have a deflection not greater
than 1/360 of the span when measured
under 3001b. concentrated load (see
ASTM C627).
Materials:
. mortar bed, metal lath, and cleavage
membran_ANSI A108,IA.
· bond coat-portland cement paste on a
mortar bed thai Is stili workable, or dry-set
mortar or latex-portland cemenl mortar on
a cured bed.
. grout-ANSI A118.6 or A118.7.
'Preparallon by Other Trades:
· subfloor-23/32' exterior glue plywood
on joists at 18' o.C.
· max. variation In plywood aurtace ahall
not excaed 1/4'In 10'-0" from the required
plane.
Movement Joint (archItect must
apeclfy type of joInt and show locatIon
'. and details on drawlnga):
. movement jolnts-mandalory according to
Method EJ171 , ~ge40,
Inatallatlon lIpeclflcatlons:
. iii_ANSI A108.1A, .16 or .1C.
. grout-ANSI Al08.10.
..'.\ NOT~: 8.. Page 9 notes , for mOttar bed weight and substrate.
19
Recommended Uses:
. over wood floors' where resistance to
foot traffic In residential, light commercial,
and IIghllnstltutional use Is desired with
thin-set construction.
. where water, chemical. and stain
resistance Is desired.
. for tileworl< expose<l to prolonged high
temperetures, use high-temperature,
chemical-resistant epoxy mortar and
grout.
. where waterproof floor Is required, use
waterproof membrane meeting ANSI
A118.10
Contact membrene manufacturers for
specific detail
Requlrllmentl:
. design floor areas over which tile Is to be
applied to have a defl~ion not greater
than 11360 of the apan when measured
under 300lb, concentreted load (see
ASTM C627).
. double wood floor required,
. gap in top layer of exterior-grade
plywood.
, gap between exterior-grede plywood
sheets to be filled with epoxy when it Is '
spread for selling tile. .
Materials:
. epoxy mortar-ANSI A118.3.
. epoxy grout-ANSI A118,3.
Preparation by Other Trades:
. subfloor-19132" plywood or 1" nominal
boards when on joists 16" o,c.
. underiayment-19132" exterior glue
plywood with gap of 114" between
sheels.
. residential us_16132" exterior glue
plywood underlayment. Maintain 1/4" gap
between sheets,
. max. variation In the plywood surfa~
1/4" In 10'-0" /fom the required plana.
Adjacent edges of plywood sheeta-max.
1/32" above or below each other.
. overlay fasteners should not penetrate
Joints below
Movement "oint (arch"ect must
'P"lllfy typo of lolnl and ,hOW location
,"el cI.t,\I, t:l1l clrawlnlll):
. requlfl!Clllver ,\IUQIUflIljolnts,
In."".tlc," OPKlflllatlonl:
.' , ' . epoxy moftarl\lrout-ANSI M08.8.
( ",' \~~
;"..~~-;;l.,..e.,:t.;:~il;fh\;'"
,-,,"'~\:"'~.''''''\'';'''\''
fLOQRS~'NTER'OR
. ..
.' ,
Recommendecl Uses:
, over wood floors exposed to resldenttal
trafllc only. For heavier service, seleel
M!!thods f141, f1"3. or F1+4.
!:-!",,~Uons:', , , , ' ~, '
, will nol withstand jllgh-Impact or wh.,1 '
loads.
. not recommended In wet aieas.
, Requirements:
. design floor areas over which tile Is to be
applied to have a deflection not greater
than 11360 of the spen when measured
, under 300lb. concentreted load (sell
ASTMC627). ',', ;'">".,..,,,,' I
. double woocl floor. . 0" . .. ''',''''
;""i~1 grout. - .,,1 ).....7'.":.,.. ,';o;j ';,ti
~ite~i,s: ' ...' ' ,
, orgal1lc a~heslve-AfoiSI A138.1 Type 1
floor type.
. grout-ANSI A11S.7 or A11S.3.
Praparatlol1 by other Trades:
. subfloor-19132" plywood or 1" nominal
boards when on joists 18" O.c.
. overlay-19132" min. exterior glue
plywood with 11S" gap between sheets.
. max. varlation In the plywOOd surfa~
1/4" In 10'-0" frQm the required plane.
Adjacent edges of plywood sheeta-mex.
1132" above or below each other.
. offset end and edge jolnta of the
underleyment panelS by at least two
Inches from the joints of subfloor panels;
they should not coincide with framing
below.
. overlay fasteners should not penetrate
joists below '
Movement Joint (architect must
specify type of Joint and show tocatlon
and details on dra\flllngs):
. movementjolnta-mandatory according to
Method EJ171, page 40.
Installation Specifications:
. tlle-ANSI A10S.4,
~ grout-polymer niodllied, ANSI A 10S.10;
o "..epoxy, ANSI A108.8.
;:~;":)'-"'}";
c.''''' ,,/. .
;~I;.:11; ",
r~~~;i:.,t-:t, i"
,~'~~~~t? f'", .
~}t{.j~-tt,:;",;,..,,"
2Q'.',' .,
Epoxy Mortar and Grout
F143-02
CEAAMIC TILE
'Ef'OXY G~OUT
epoXY MO~TA~
BOND COAT
GAP BfTWfeN
Pl.'lWOOD 5HeeT5
DOUBLE WOOD fLOO~
>"r,
'{
. ,.,.;
, '
.
EGP (Exterior Glue PlYWOod) F150,,02
Latex portland Cement Mortar
CEAAMIC TilE
~~~~t~b~f.1J(,ND
DOUBLE WOOD fLOOR
GAF'
g~
~tl
ii'
CD <t.
JIl g
~...
_a'
:> ...
~ 2 ,~"
o iil
m 3
~~
a. CD
CD _.
:>
~ ii'
Ii 5r .~
mff
. a
~ 3 ~,
a.c '
n.!!l
~'g
=0'
83
a. 6 ".~
g. g I
~~
'Recommended UseS:
. over wood floor where resistance to loot
traffic In residential or light commercial use
Is desired with thin-set construction.
. for Interior. dry areas only.
Requirements:
. design floor areas over which tile Is to be
applied to have a deflection not greater
than 1/360 01 the span when measured
under 300 lb. concentrated load (see
ASTM C627).
. double wood floor required.
. gaps between plywood 8heets to be
treated per 8elllng material manufacture~s
recommendations.
Materials:
. EGP(Exterior Glue Plywood) latex-portland
cement mortar-ANSI A118.11.
. grout-ANSI A118,8, A118,7. or A118.3.
Preparation by Other Trades:
. subfloor-19/32" exterior-glue plywood
on jol8ts at 16" O,c.
. underlaymenl: light commerclal-19/32"
exterior-9lue plYWOOd.
. underlayment: residential-15/32"
exterior -glue plywood underlaymenl.
. max. variation in the plywood surface-
1/4" In 10'-0" from the required plane.
Adjacent edge8 of plywood sheeta-max.
1/32" above or below each other.
. overlay fasteners should not penetrate
joists below.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movementjolnta-mandatory In accor-
pence with Method EJ171 , page 40.
Installation Specifications:
. til_ANSIA108.12..
. grout-ANSI Al08.10 or ANSI A108.8.
~
_~;:,c.,~~,,>;,
. , ".".'.,., '~..,.... ',,,
..,' ,"c. .' ,'.. "'
;;::~"., ~,..
-
FLOORS, INTERIOR
C~ment Backer Boardl
; Underlavment
-..: Dry-Set Mortar or F144-02
JI{ Latex-Portland Cement Mortar
.: --; CERAMIC TILE
~Jft.' DRY-SET OR U\TEX-
IW' f'ORTLAND CEMENT
it.,.",' ',;~.,O~.,'" '. MORTAR BOND COA,T
iJ .' ' CEMENTITIOUS . I
" ';. BACKER UNIT ~C6U'
, ',"r,) DRY-SET MORTAR
'!' " , ::; f'LYWOOD SU6fLOOR
Ii!'
~
o'
i',', .'
p'-"".:
JXof ::: 'kecommended Uses:
!S: ' ~ over structurally sound plywood where IIght-
'" weight construction Is e factor.
2 ~ where water resistance Is desired.
a ~ eliminates necessity of recessing subftoor to
8 accommodate porUand cementlllOflar bed.
a. . follow manufacture~s recommendations.
~. , see page 14 NOTE for exterior uses.
6' LImitations:
. waterproof membrane shall be provided
I . where a waterproof ftoor Is reqiJlred. Follow
manufacture~s Installation recommendations.
Requirements:
· design ftoor areas over which tile Is to be
applied to have a deftection not greater than
11360 of the span when measured under
300 lb. concentrated load (see ASTM C627).
~ maximum spacing of tIoor joists Is 16" O.C.
· 118" -wide spacing between unils to be filled
solid with dry-set or Iatex-portland cement
mortar. Treat joints as per CBU
manufacture~s directions.
~ use dry-set porUand cement mortlir to
establish the supporting plane of the CBU.
. fasten units through subftoor Into joists with
galvanized naRs, saew-type naRs, or other
COITOSion-reslstant faslenefs per
manufacture~s dlrectfons.
. 8UIface of units-dean and free of dirt, dust,
. or oily film.
Materials:
. cementillous backer un~SI A118.9 or
ASTM C-1325.
. fiber ~t undeItaymen~TM C-1288.
~ dry-set IllOflar-ANSI A118.1.
. latex-portJand cement mortar-ANSI A118.4.
~ grout-ANSI A118.8 or A118.7.
Preparatlo/l by Other Trades:
! subllool--19132" exteriorlllue plywood on
joists at 16" o.c.
! max. variation In plywood surface shall
not exceed 1/4" In 10'-0" from the
required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
! movement jolnt~ndatory In accor-
dance with Method EJ171, page 40.
Instsllatlo/l Speclflcatlolls:
. ti~SIA108.5.
~Ji:.. ~ IJRl~SI A108.10.
9\'1:' cementitious backer un/l&-ANSI A 108.11.
,
'1
~~ '
Coated Glass Mat
Backer Board
Latex"Portland F14S-02
Cement Mortar
.CAUrloN: See Page 9
Wood SUbfloor, 24" o.C.
Joist SpaCing, with
Uncoupling System
Latex-Portland Cement Mortar F147.02
CERAMIC TILE
DRY-5ET MORTAR OR LATEX-
rORTlAND CEMENT MORTAR
UNCOUf'L1NG 5YSTEM
LATEX r,c. MORTAR
DOUBl~ WOOD FlOOR
TRU55 OR I-JOI5T
Recommended Uses:
. over structurally sound wood lIooni subject
10 residentialtrallic with 24" o,c. floor joist
spacing,
. interior dry or wet areas.
LImitations:
. requires speclalty uncoupling system.
. 4" x 4" and larger tile only
Requirements:
. maximum spacing of tIoor trusses or I-joists Is
24" o,c.
· design tIoor 8I8as over which tile Is to be
applied 10 have a dellection not greater Ihan
11360 of the span when measured under
3OOIb, concentrated load (ASTM C627),
. double plywood ftoor-clean and free of dlrl,
dusl, and oily film.
. face grain of plywoods should run perpen-
dicular 10 joists for maximum stiffness.
· 1/8" gep be'-1 plywood sheets.
· in accordance with manufacturer's literature.
Materials:
· Iatex-pol1iand cement mot1ar-ANSI A118.4.
. dry-set mortar-ANSI A118.1.
. polymer modified tile grou\-ANSlA118.7
Preparation by Other Trades:
. trusses or l-joists with minimum 2-1/4" top
flange (1-112" top ftange pem1Isslble with 6" x
8" and larger tlle); Cl'OIIll-braclng rec0m-
mended.
." subtloor-23/32" longue & groove exterior
. glue plywood with 118" gap batMen sheets
. overlay--318" minimum exterior glue plywood
with 118" gep be'-1 sheets
. maximum variation In plywood surface shall
not exceed 1/4" in 10'-0" loon the requlred
plane.
· overlay fasteners should not penetrate joisls
below
Movement Joint (architect must
" specify type of Joint and show location
and details on drawings):
. movement jolnts-mandatory In accor-
dance with Method EJ171, page 40.
Installation Specifications:
. tiIe-ANSIA108,5.
. grout-ANSI A 108,10.
. uncoupling system-follow manufacturet's
directions.
, NOTE: See page 8 for othe; InstaHatlon materials and methods. See page t2 for system seNJes rating and malerlals tesled.
~!fi:;i0:.~rtp/e Instllute ot ~erlc:il,.. "'fe~ this Handbook (or fhe InstaHatlon of csrlaln dimension slone. (See D1rmmslon Stone Design Manua/~1
)'''",
CERAMIC TIl~
LATEX-f'ORTLAND
CEMENT MORTAR
COATED GlASS MAT
BACl\fR BOARD
~~~(~ S~~lr-f'ORTLAND
rL '!WOOD 5UBFlooR
Recommended Uses:
. over structurally sound exterior-glue
plywood.
. for dry areas only.
. eliminates necessity of recessing subnoor
to accommodate porlland cement mortar
bed.
LImitations:
. Indoor use only
. 2" x 2" and larger tile only
Requirements:
· design noor areas over which tile Is to be
applied '0 have a denectlon not greater
than 1/360 of the span when measured
under 300 Ill, concentrated load (see ASTM
C627).
. maximum spacing of noor Jolsts Is 16" o,c.
. use latex-porlland cement morlar to sel
tile to coated glass mat backer bOll rd.
. fasten bac~er board through subftoor
with galvanized nails or o'her corrosion-
resistant fasteners.
. surfaces of units-clean and free of dlrl,
dust, or oily film
. sell/les on positive side moisture barrier
coating.
Materials: ,
· coated 91llss mat bac~er board--ASTM C-
1178.
. latex-portland cement mortar-ANSI
A118.4.
. dry-set mortar-ANSI A 118.1
. polymer modified tile grout-ANSI A118,7.
Preparation by Other Trades:
. subnoor-19/32" exterior-glue plywood
on jOls.s at 16" o.c,
. max. variation In the plywood surface
shall notexcee<l1/4"ln 10'-0" from the
required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement joinls-mandatory according to
Method EJ171, page 40.
Installation Specifications:
. coated Il'ass mat becker board-in
accordanclI wllh manufac'ure~s
lIIerature.
. tile--ANSI A 108.5.
· grout-ANSI 108.10.
,
,
LOORS INTERIOR
food SUbftoor, 19.2~1
.c. Joist Spacing, With
n~o",pn"g $yst~rn
It".r.q,!1i~p~ ~~rne"t. ' _,' f148.02
J;~l'" ".l!"., '.' " , ,..." ,.,~.' <<
'..'l'- 'iI,!''"''!'''-''; "',-,n"'", "iV,.!,:,'" . ',,"Y I
"f " ' ' CEAAMIC TILE, :.' ,"
"l'Hi DRY-SET MORTAR OR LATEX-
"" ,', roRTlAND CEMENT MORTAR
.' UNCOUf'UNG SYSTEM
~Ak'RTLAt-lD C~MENT
"SItlGLE't.AYER. ~D FlOOR
TRUSS OR I-JOIST,
.~,)~ 11- ,,,.;- ~,
~;:JFj'~'
'_;r~" I ~.2. O,C: ;
"1f~:t!i,:~
1'.' ,
eco!","ended Uses:
over structurally sound wood floors
su\llect to residential trafflc with 19.2" o.c.
floor j~lst spac:lnIJ. . "
Inte~or dry or wet areas. '
1",lmtlons: .
f!lClulres spec:lalty uncoupling systel11.
. 4" X 4" and larger tlla only.
:eql!lre",en~s:
ml\lllmum spacing of floor trusses or 1-
jolsts Is 19.2" o.c. ' '
design floor areas over which tile Is to be
applied to have a deflection not greater
thall11360 of \lie span when measured
under 300 lb. concenu.tedload (see
~Th'!=l1l27)._,,';' ,; ,"
plywqod floor-'Cleari and free of dirt,'
4~,t, ~n4 !lIly ~Im..,,,. . " ,.
"Sterlsls:' , ' '. .,
. Iaiex:port!and cement mortar-ANSI
A118.4.
. dry-set mortar-ANSI A 118.1.
, polymer fTIOdlfled tile grout-ANSI A118.7.
,:>reparatlon by Other Trades:
. subfloor-23132" tongue & groove
exterlor-glue ptywood with 118" gap
batween sheets.
. maximum variation In plywqod surface
shall not exceed 1/4" In 10'-0" from the
required plane.
Movement Joint (architect I11l1st
specify type of Joint and show locatio"
and details on drawings):
, movement jolnta-mandatory In accor-
dance with Method EJ171, p~ge 40.
InstallatIOn Specifications:
. tIIe:-ANSI A108.5. '
. grout-ANSI A108.10.
. uncoupling systern-follow
lTI!"1ufl!cturer's dlrectlo!ls. . ,
;,:,~~~~;.+,~)~, }i'; r';'()~'-,
t"
Wood Subfloor, 24"
O.c" Joist Spacing
~Gp (Exterior Glue F149.02
PIVV/ood) l-atex-Portland
c.ment Mortar
CEAAMIC TILE
EGr LATEX-rORTLAND CEMENT
MORTAR
DOU5LE LAYER WOOD fLOOR
TRU55 Oll, I-JOI5T
Recommended Uses:
! over structurally 1I0und wood floors
subject \0 resldlilntlal traffic with 24" o.c.
floor joist spacing.
! Intenor, dry erellS only.
Requirement:
. lIlaxlmum spacing of floor trusses or j.
Joists Is 24" O.c.
. design floor areas over which tile Is t~ be
applle<l to have II deflection not greater
than 1/360 of the span when meesured
under 300 lb. conc:entratedload (see
A5TM C827).
. double plywood floor-clean and free of
dirt, <lust, and ally film.
. flilce grain of plywood should run
perpendicular \0 trusses or I-beams for
maximum atiffness.
. gaps between plywood sheets to be
treated per setting material menufacturer's
recommendations.
~aterlals:
. EGP (Exterior Glue Plywood) latex-
portland cement mortar-ANSI A118.11.
. grout-ANSI A118.6, A118.7. or A118,3.
Preparation by Other Trades:
. trusses or I-beams with minimum 1-112"
top lIanlle; cross bracing recommended.
. subfloor-23/32" exterlor-glue plywood
willi 1/8" gap between sheats.
. underlayment-23/32" exterlor-glue
plywoo.:l with 1/8" gap between sheets.
. max. variation In the plywood surface-
114" In 10'-0" from the required plane;
adjaCent edlles of plywood sheets-n1ax.
1/32" above or below each other.
. overlay fastene~ lIhould not penetrate
joists beloW.
~ovemen' Joll1t (architect ,"ust
specifY typll of Join' and ,hqw locatton
.nd d,talll 9" lI",Wlngl):
, mOVlIlIlent jqI"lf-,1nfndatory In ac:cor~
._ deflce wIU1 tT',\I1od t:.l171, page 40. .
'n.wll."onS~lflc,"on.:",'1 " "
, tll~NSI "1Ql!.1~. . .<" ',\". i ,,,,', ''''.,
, Qrout-ANSI M1l8.10 or ANSI A108.6.
/
'\ :.....; "., "", '
:;.;.yi...,'.~;:>'..\,W;~i\~~~\~\~\~I1\.f;' ~l,::"l, t~~, ~~ \;
:I,~,"r,..-:,,"\ .'.,.1,.'.".,',....'. / ,,' ,
.),\;1~~'" 1 -.. ,':~'~ .!~~ :.,\'t;:,:~~..:f).'..:::;;\.- ;I'~.'".t \":., ~\.~..;'
.~ \ <(~::f\( :', 'I. ~\:" I 1. ':.< ..,~i"...'.'A'; \ ~\~ ;'l\"~ '.!. '.
, '.; , .:,,, .~. . .1.
, ., 1':hL;"'~
.' .'..~;L ,::'.'l .'I.,\:, ~,;,
;. .'
,
.)~
,
_ ~ ik
~ - ".)
6. == J\",
0: .fjil:"~'
~. '-~~
~ iJf; .
II g.~~'/'
~ :J .' ~-',':
o en, , "
acr
i2
m~
4 o'
~e;
0. CD
CD _.
II
- iil
!ll 3
o.c
n.!Il.
3'8
~~
~~
t~
9'-
~~r
'.
, .
"~
-"'=""""""",~
" \0~;~, ;",,~..,,~,<- "-':'
~', ';.;,.,/'i"" ; ,'"
; ~..: J. ,
WA~~S, I;XTERIOR & INTERIOR
W201-02
-
1---,
I-
,
'y ;,
" 1=..3/4'
,.- J-
CERAMIC TILE
BOND COAT
MORTAR BED
SCRATCH COAT
METAL LATH
MEMBRANE
MASONRY
,;
Recommended Uses:
. over masonry or concrete on exteriors.
Requirements:
. nashlno-xcludes moisture, from mortar
, bed.'
~ membrane-prevents passage of
moisture. .
. apply membrane, metal lath (self-furrlng
lath preferred), and scratch coat.
~ movement Joints mandatory.
. cut lath at all movement Joints.
. require a plumb scratch coat If thickness
of mortar bed to exceed 314".
Materials:
. mortar bed, lath, and membrane-ANSI
A108.1A.
. bond coat-portland cement paste on a
mortar bed that Is still workable. Dry-set
or latex-portland cement mortar pennls-
sible with wall tile. (For dry-set or latex-
portland cement mortar on a cured bed,
follow Method W202.)
. grout-ANSI A118.6 or A118.7.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
. movement jolnta-mandatory according to
Method EJ171 , page 40.
Installation Speclflcl!Pons: ,
f tlle-ANSI A108.1A. .
· grout-ANSI M08.10.:','
\".:" ,'.?~;,' ~'i, "':,':<:'.' ,l:.','(-:~ '~li', .
::'~~'~~:'''', I 'f,~'~;i;':~;:O:, ;','~.\~H1<'. ',.:",I'l.
4" fli!,~ ;': t. " " .' " "
NOTES: A watfJrproof membrane meeting
ANSt A tt8. to may be Installed on lhe front
face of the mortar bed dIrectly beneath the
Uta In lIeu of the membrane Installed on IhfJ
substrate surlace.
", For" prefabricated exterlor panels, refer to
'};'~~;~J't,:;~.;..i~G:;);:i"';':' .
. ,i~J-',.i:~t':r' ~'iY ",
},\:;;: "'':'
':..'
Ory-s.t Mortar or ' W202-02
!-atell-Portland Cement Mortar
CERAMIC TILE
lORY-SET OR LATEX-
- !'ORTIANO CEMENT
MORTAR ElONO COAT
----3MASONRY OR
ICONCRETE
Recommended Uses:
. over clean, sound, dimensionally stable
masonry or concrele.
Limitations:
. do not use over cracked or coated
surfaces. Select Method W201.
Materials:
. dry-set mortar-ANSI A118.1.
. letex-portland cement mortar-ANSI
A118.4.
. grout-ANSI A118.6 or A118.7.
. when chemical resistance Is required for
Interior Installations, specify epoxy mortar
and grout complying with ANSI A118.3.
Preparation by Other Trades:
. surface must be free of coatings, oil,
wax.
. all concrele should be bush-hammered or
heavily sand-blasted.
. max. variation In the masonry surface-
1/4" in 10'-0" from the required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on draWings): '.
. movement Joints mandatory-according to
Method EJ171, page 40.
Installation Specifications:
. iii_ANSI A108.5.
. grout-ANSI A108.10,
. epoxy mortar/groul-ANSI A108.6.
'.
!I
,'I
"
'1
"
I
.1
NOTE: Wllt,rproof merilbmne reciulred for
exterlor Installations. Consult mfJmbrane
manufacturers for approprIate InstallatJon
dlrfJctlons.
"
/
'.
I
II
:i
1/
! ;!j
, Ii
I
"
NOTE: Me/hocls W2tt. W22t, W222, W23t, W24t. and W244 may be sultab/(J for fJxterlor use
wtren approprlate preclwtlons are taken IncludIng flashing, expansion Joint placement, and
,~.~~:c.~"fIJ~ for the pa,r1lcularglmlltlc condItions am( exposure.
:~~~;~~~~~,i'(~i,',:,;, ;,1 ,
23
WALl..S, INTERIOR
"'~S9"fY Of Concrete
9 'p'~~rl~()"~~~,,;)(,W~11-9~
"\1 ~~ :";''''''':lar' i"'~:oI,\ ;:,
;\~~:ff(;h,i" ,'., ",' ',"
CfAAMIC TiLe
60ND COAT
MO~AR 6ED
MASONRY OR
CONCRETE
.:,,\1:,':.>" .
, ~!l.c\)mmenc!ec! Us,.: ' " .
,; t, over clean, sound, dimensionally stable
, . ma~onry or concrete.
~Iml~tlons:
,~ donot use over craclted or coated
surfaces. Select Method W221 or W222
fOf such surflllces.
~,qlllre",ents:
, requke a scratch coat over properly scarttled
,., ~ If surtaca Is \n8gUIar or If lhIckneSS
; of fl1llI1ar bed to exc8ecl 314".
Materlllls:
~ mortar bed-ANSI A108.1A.
. bond coat-portland cement paste on a
mortar bed that Is still workable. Dry-set
or latex-portland cemant mortar pennls-
sible wtth wall tila. (For dry-set or latex-
portland cement mortar on a mortar bild
cured for a minimum of 20 houra at 700F
or above, follow Method W202).
~ grout-ANSI A118.6 or A118.7.
. when chemlcel resistance Is required for
Interior Installations, specify epoxy mortar
and grout complying wtth ANSI A118.3.
Preparation by Other Trades:
~ surfllce must be free of coatings, 011,
wax.
. Concret~ush-hammared or heavily
sand-blasted.
~ max. variation In the masonry surface-
1/4" In 10'-0" from the required plane,
Preparation by the Tile Trade:
. max. variation In the scratch coat-1/4" In
10'-0" from the required plane.
Movement Joint (architect must
specify type of Joint and show location
and details on drawings):
~ movement jolnts-mandatory according to
Method EJ171, page 40.
Installation specifications:
, tlle----ANSI A108.1A, .18,or .1C.
f Orout-A!'lSI A108.tO.
" , ,~xy !fIortar/grout-AtiSI A108.8.
Solid Backing
Cem,nt Mortar W221 "02
',"'.l _,... ,"f,:!' "j.o.",
CfAAMIC TILE
_60NDCOAT
MORTAR 6fD
5CAATCH COAT
MeTAL LATH
-MEM6AANE '
-i50UD 6ACKlNG, WOOD
f'LA5Tf~, MA50N~Y,
O~ GYf'5UM 60ARD
-3/4' TO 1,1/2'
~ecomrnended Uses:
. over masonry, plaster, or other solid
backing that provides finn anchorage for
metallath.
. Ideal for remodeling or on surfaces that
present bonding problems.
~equlrements:
. require a leveling coat If variation In
scratch coat exceeds 1/4" In 10'-0" from
the required plana Or If thickness of
mortar bee! exceeds al4",
o apply membrane, metal lath (self-furring
lath preferred), and scratch coat.
o cut lath at all movement joints.
Materials:
o mortar bed, lath, and membrane-ANSI
A108.1A.
. bond coat-portland cement paste on a
mortar bee! thai Is still workable. Dry-set
or latex-portland cement mortar permis-
sible with wall tile, (For dry-set or latex-
portland cement mortar on a mortar bed
cured for II minimum of 20 hours at 700F
or above, follow Method W202,)
. grout-AtiSI A118,6 or A118.7.
. when cf1emlcal resistance Is required for
Interior Installations, specify epoxy mortar
and groul complying with ANSI A118.3, :
Movement Joint (architect must
specify type of Joint and show location
and datalls on drawings):
o movement joints-mandatory according to
Method EJ171 , page 40.
Installation Specifications:
. tile-ANSI Al08.1A. .18 or .1C.
. 9rout-ANSI A10810.
. epoxy mortar/grout:ANSI A108.6.
NOTE: Use furring strlps (Method W231) II
tath cannot be attached directly to backing.
NOTE: Methods W2", W221. W222, W231, W241, and W244 may ba suitable forexterlor use
!'hen appropriate precautions are taken InclU!llng /lashing, expansion }oInt placement, and
.\ consideration for the par/lcular cllmlltlc conditions and exposure.
"'2.11.' . . ' ,
y .. ,.-r.-
o
t'" 0'.'
One-Coat Method
W222-02
~~
e;~
c5~
II'
s, ~,
J I.
life;
0.'"
... -.
~l
11 Ii
a g..
. ill
R3
Illa
-8
~. ~
83
5.0
~i
!"
Recommended Uses:
. over masonry. plaster. or other solid
backing that provides firm anchorage for
metallath.
. ideal for remodeling or on surfaces that
present bonding problems.
. Ideal for remodeling where specs
limitations exist.
. preterred method of applying lile over
9ypsum plasler or gypsum board in
6howers and tub enclosures,
Requirements:
. max. variation In the backing sur/ace-
1/4" in 10'-0" from the required plane.
. apply membrane (when required) and
metallalh,
. cut lath at all movement joints.
Materials:
o mortar bed, lath. and membrane-ANSI
Al08.1A.
. bond coat-portland cement paste on e
mortar bed that Is stili workable. Dry-set
or latex-portland cement mortar permis-
sible wtth wall tile. (For dry-set or latex-
portland cement mortar on a mortar bed
cured for a minimum of 20 hours at 700F
or ebove, follow Method W202.)
. grout-ANSI A118,6 or A118.7.
Movement Joint (architect must
spelllfy type of joint and show location
and' details on drawings):
. movement joints-mandatory accordln9 to
Melhod EJ171 , page 40.
Installation Specifications:
o tile-ANSI Al08.1A, .16 or .1C.
o grout-ANSi A108,10.
~,
,
,
NOTE: Use furring strips (Method W231) /I
lath cannot be attached directly to backing.
~
B::, '".,"''''',.".,.,''
.. " ,i.,:.1>?~t/~::~':"~,7:'::~'
:.,.",..,..'.
WALLS, INTERIOR
Solid Backing
.. Organic Adhesive
~'" 'cA4T'ON: S!l!! page 9
"~"~ "<"'l "
~~l:" \",
~'lI:':'-
iff
~~.
a~;
(,I) ".
. oj'
l,,~~i~;
a~ ~': "
iiI '
~ Recommended Uses:
~ 8' . interiors over gypsum board, plaster,
!", i , cementitious backer units, dimensionally
gj i stable masonry, or other smooth surfaces.
a. .
Q. LImitations:
31 . organic adhesives are not recomm, ended
~ In araas exposed to temperatures
" exceeding 140.F. Some backing materials
8 may require lower temperatures.
~ S' Requirements:
5' ?r . refer to Methods W242 or W244 for metal
~. Ii. stud construction.
, . if required, vapor barriers on Interior walls
In contact with exterior environments 111
wet areas shall be Installed In accordance
~Ith GA.230. .,
Materials:
. organic adheslve-ANSI A136.1. Type I
organic adhesives are recommended for
tub surroul1ds; Type II for dry areas only.
Over cementltious backer units use Type I
adhesives' only when approved by
adhesive manufacturer.
. water-resistant gypsum backing boaro
ASTM C630 (Required In wet areas).
. gypsum board-ASTM C36 (suitable for
dry areas only).
. movement jolnts-none required, except
over discontinuity In backing (see page
40).
. grout-ANSI A116.6 or A118.7.
Preparation by Other Trades:
. max. variation In the backing surface-
1/4" in 10'-0" from the required plane.
. gypsum board jolnts-treat with tape and
joint compound In accordance with Level 1 of
GA-214; bedding coat only (no finish coats).
. fastener heads-treated with one coat of
joint compound In accordance with level
1 of GA-214. Treatment of corroslon-
resistant fasteners Is optional.
. treatment of joint compo.Y/ld-jolnt
compound shall be treaTed with 8 water-
resistant material.
. treatment of cut-outs-in wet areas, cut-
outs In water-resistant gypsum backing
board around faucets, spouts, dlverters,
soap holders, grab bars, and other
accessortes shall be treated with a
water-resistant matertal.
Preparation by Tile Trade:
. follow adhesive l1lllIlufadura(s Instructlons.
! allow minimum of 24 hours after tile Is set
befora grouting.
Installation Speclflcatlolls: "
~, Ule-ANSI A108.4. ,', " :' ,
'i1l'OUt-ANSl ~108.10."~':.;:J!:;!:i' ",,:.
:!<, ,~
W223-0~
.",.1...."
CERAMIC Tile
ADHeSive
SOUD aAC~NG:
PlA5Tf~ MA5ON~.
GYPSUM WARD, FlflfR-
RfINFORCfD GYPSUM
WARD, OR CfMfNTlTIOU5
aACr<:rR UNITS OVfR
YfOOD OR MfTAl i'TUD5
,'t..,'!? F;il
,
Wood Studs or Furring
Cement Mortar W231.02
", '
ceRAMIC Tile
-60NDCOAT
-MORTAR flED
- SCRATCH COAT
- METAL LATH
- - MeM6RANe
-.JWOOD STUDS OR
/FURRING
= 314' TO 1-1/2'
Recommended Uses:
. over dry, well-braced wood sluds or
furring. .
. preferred method of Installation over
wood studs In showers and tub enclo-
sures.
Requirements:
. protecl wood studs Qr furring from
moisture with membrane.
. apply membrane, melallath, and scratch
coat.
. reqlllre a laveling coal If variation In
scratch coat exceeds 1/4" In 10'-0" from
the required plane or If thickness of
mortar bed 10 exceed 314".
Materials;
. mortar bed, lath, and membrane-ANSI
A108.1A.
. bond coal-portland cement pasle on a
mortar bed that Is stili workable. Dry-set
or latex-portland cemenl mortar permis-
sible with wall tile. (For dry-set or latex-
portland cement mortar on a mortar bed
cur\ld for a minimum of 20 hOllrs at 70'F
or above, follow Method W202.)
. grout-ANSI A118.6 or AH8.7.
Movement Joint (arChitect must,
specify type of joint and show locallon
and details on drawings):
. movement jolnls-mandalory according to
Method EJ171, page 40.
Installallon Specifications:
. lile-ANSI A106,1A.
. grout-ANSI A108,10.
NOTES: Melhods W2", W221, W222,
W231, W241, and W244 may be suilable
for exlerior use when appropria/e precau-
lions are laken including flashing,
expansion joinl placemenl, and consIder-
ation for Ihe particular climatic condilions
and exposure.
Exlerior appllcallon may requIre solid
backing, certllied by manufaclurer as
suilable for inlended use, between sluds
and membranes. Back bUl/erlng of key
back, lug back, and olher anchor back tile
is necessery 10 achIeve Ihe mexlmum
bonding benefil of Ihe key, lug, or anchor.
NOTE: In wel areas, such as fub enclo-
sures, USe waler-resislanf gypsum becklng
board conformIng fa ASTM C630 wlIh all
openings carefully SHIad or use Method
W221 or W222.
Metal Studs
Cement Mortar
W241-02
ceRAMIC Tile
DRY-SET OR LATex-
PORTLAND CEMeNT
MORTAR BOND COAT
- CURED MORTAR 6ED
- SCRATCH COAT
- METAL LATH
METAL STUD-MIN. 3-5/8'
--.JMEM6RANE (REQ'D. IN
IWET AREAS ONLY)
314'TO I'
Recommended Uses:
. over melal studs.
Requirements:
. sel tile In dry-set or latex-porUand cement
mortar on a mortar bed cured for a
minimum of 20 hours at 70'F or above.
. scratch coat and mortar bed must not ba
richer than speclned below.
. do not exceed 1" total thickness of mortar
and scratch coal.
· stud speclng not 10 exceed 16" O.C.
. 3-518" minimum recommended stud depth.
. studs-20 gauge (0,039") or heavier.
Materials:
. f11llIl'llJraM-151b. roofing felt or 4-mi1
polyethylene tilrn (required In wet lIIll8S only).
. portland cement-ASTM C-150 Type 1,
. Iime-ASTM C-206 Type S or ASTM C-207
Type S.
. sand-ASTM C-144.
. water-potable.
. scratch coat-1 part portland cement, 1/2
part lime, and 4 parts dry sand /0 5 parts
damp sand or 1 part portland cement, 3
parts dry sand 10 4 parts damp sand.
. mortar bed-1 part portland cement, 1/2
part lime and 5 parts damp sand lip 10 1
part portland cement, 1 part lime and 7
parts damp sand, by volume.
. dry-set mortar-ANSI A118.1,
. . lateX-pol1land cement rnortar-ANSI A118,4,
. metallalh-galvanlzed or painted
expanded metal lath 3,4 Ibs.lsq, yd, Do nol
use rib lath.
. metal studs-ASTM C-645.
, grout-ANSI A118,6 or A118.7.
Movement Joint (arChitect must
specify type of joint and show location
and details on drawings):
. movement jolnts-mandalory according 10
Melhod EJ171 , page 40.
Installation Speolflcallons:
. cured mortar'bed-ANSI A108.1B.
. IIle-ANSI Al08.5.
. grout-ANSI A108.10.
25
"
il,
'!i
--'<"-'
.,' · .,:c;.J:l,m:,.,...,..,
: . ...~.:'{ '.' (~.,
WA~LS, INTER.,OR
NI,t~' ~tuds
~ypsum ~oard W242-02 '
J?f~ll"lf ~d~'l!lve ..
~~i~t;f"';'> " ...' .
Recommended Uses:
~ for dry areas only. '
~ over gypsum board sa-ewed to metal
studs, single or double layer Installed
according to GA-216.
! where a gypsum board, non-load-bearing
partlllon Is desired with dureble, low-
maintenance finish.
. for fire-resistant, sound-Insulated,
ceramic tiled walls. (FIre-resistance and
sound-lnsulation retings celculated on
partltioil~ before tiling.)
~Iml~tlons: .'
.. see Method W223.
R&qlllrel'lellts:
. maximum stud spacing-16" o.c.
. minimum recommended stud depth-
3-5/8".
. studs-20 gauge (0.039") or heavier.
. minimum recommended single layer
gyPsu!TI board thlckness-112".
~aterJaJs:
~ organic' adheslve-ANSI A136.1.
. metal studs-ASTM C-645.
. water-resistant gypsum backing board-
ASm C-630.
. gypsum board-ASTM c-36. "
. movement joints-none required, except
over discontinuity In backing (see page
40).
! grout-polymer modified tile grout-ANSI
A118.7.
Preparation by Othar Trades:
. max, variation In the gypsum board
surface-1/4" In 10'.0" from the required
plane nor more than 1/16" per foot.
Comers, door jembs, etc. must be plumb
within 1/8" In 8'-0".
. gypsum board face layer Joints-treated
with tape and joffircompound, bedding
coat only (no finish coats). Nail heads,
one coat only.
rreparat10n j)y Tile Trade:
, follow adhesive manufacturer's Instruc-
tions.
~ allow !TIlnimum of 24 hrs. after tile Is set
before grouting.
. Jlls~II...10n Specifications:
., gYPsum bOard-GA-216.
.:! U.1~NSIA108.4.
,f. ' rout-ANSI A106.10.
"-": .,....: ,~.. " I. I,.
I"~,'" I ";. '.< . .
""~-'F ~
.~
Wood or Metal Studs
GVp8um loard Dry-Set W243-02
Mortar or l.atex portland Cement
Mortar
CEAAMIC TILE
DRY-SET OR LATEX-
rORTlAND CEMENT
MORTAR WND COAT
GYfSUM WARD
WOOD OR, METAL '
STUDS
,.(
"
t'
\ }i 't- J~
.'"
Recommended Uses:
. dry Interiors over' gypsum board.
. for dry areas only.
Limitations:
. In wet areas such as tub enclosures, use
Method B41~,
. do not use In areas where gypsum board
is exposed to temperatures above 1250F.
RlIqulremente:
. maximum stud spaclng-16" o.c.
. minimUm recommended metal stud depth-
3-5/8".
. !TIetal studs-2Q gauge (0.039") or
heavier.
~at.rlals:
. gypsum board-ASTM C-38 or C-630.
. dry-set mortar-ANSI A118.1.
. latex-portland cement mortar-ANSI
A118.4.
. grout-ANSI A118.6 or A118.7.
preparation by Other Trades:
. max. variation In the gypsum board
surface-1J.4" In 10'-0" from the required
plane.
. gypsum board Joints-treated with tape
and Joint compound, bedding coat only (ne
finish coals). Nail heads, one coat only. '
Illstallatloll Specifications:
. gypsum board-GA-216.
. tile-ANSI A108.5.
. grout-ANSI A108.10.
,
.L
,",I.;,I,f";f,;"c",'..'I'.l,' ':'\-.; 1'....'!.
~,tt,~ .\-~.};(;;...'-":;j" ~'..l.~~,:,f\~1:.t
;:,i.,{"i
-
,
, ,
Cement Backer Boardl
Underlayment
Dry-Set Mortar or Latex- W244.02
portland Cement Mortar
v~
G..fl
.a~
3i
[l>l
CD i:t. ';
..0
- '"
0"
il,S'
","
alil
..~
- n'
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a.i&'
CD 5'
'01
l~
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a.c:
ll!li
~3'8
g.~
83
'" 6
~R
~!.
CERAMIC TILE
DRY-SET OR LATEX-
rORTLAND CEMENT
MORTAR BOND COAT
---I CEMENTITIOUS
I BACKER UNIT 'CBU'
.J MEMBRANE
~ (MAY BE REQUIRED)
I WOOD OR METAL
----t STUDS
Recommended Uses:
. In wet areas.
. over dry, well-braced wood studs or
furring.
. over well-braced metal sluds.
Requirements:
. set \lie in dry-set or latex-portland cement
mortar.
. stud spaclng-mexlmum 16" o,c.
. minimum recommended stud
depth-3-5/8",
. metal studs-20 gauge (0.039") or
heavier.
Materlala:
. cemenllllous backer units-ANSI A118.9
or ASTM C-1325.
. fiber cement undei\lIymenl-ASTM C-1288.
. 2" glass fiber mesh tape,
. membrane-(when required) 15 lb.
roofing felt or 4-mll polyethylene film.
. fasteners-non-corroslve and non-
oxidizing.
. hot-dipped fasteners meellng ASTM
A653-96 required In wet areas.
. dry-sel mortar-ANSI A118.1.
. lalex-portland cement mortar-ANSI
A118.4'
. grout-ANSI A118.6 or A118.7.
. when chemical resistance Is raqulred for
Interior installallons, specify epoxy mortar
and grout complying with ANSI A118.3.
Preparation by Cement Backer Board
tnstallers:
. maximum variation In the becklng
surface-1/'1" In 10'-0" from the required
plane,
. horizontal and vertical Joints and cor-
ners-l/8" spacing filled solid with dry-
Bet or latex-portland cement mortar.
, 2" glass fiber mesh tape-<lmbed In a skim
coat of the mortar over joints and corners.
Preparation by Other Tradee:
. membrane, If required, In eccordance with
locel building codes.
~ovement Joint (architect muet
epeclfy type of Joint and show location
and details on drawings):
. movement joints-mandalory according to
Method !:J17.1, page 40,
Installation speclflcatlona:
" cementitlous backer units-ANSI A106.11.
. lile-ANSI A108.5.
. grout-ANSI Al08.10,
~
-
~, ",',,', ,'.' ~"" ,.,.,.,.,.".".,',.....,',.;.'...,"',..
, ~: ,.>;~:,,:.I;.~;:','~'r.-'..,:. ':._:..,~:.':_'>-,.\':":,-, ""':'_" ,j ,
~~.,
WALLS", INTERIOR
Coated Glas~ Mat
Backer Board
Dry-Set Mortar or Latex-
Portland Cement Mortar
"CAUTI()~: Se~ p'a~e 9
W245-02
iI.')
rr
L~
11
' '
) '",
):~
)- - -
rf~~l'
) ~ ~,,',','f'
,; ~."
3' ~:I,;'
)t.;
f j.. ," Recomme!1dec:l Use,:
lil . In wet areas.
l 3 . over dry, well-brace<l wood studs or
~ i .. furring. . '
j g ! over well-braced metal studs.
~ it Requirements:
: ~ . set tile In dry-set or latex-portland cement
l 6' mortar or organic adhesive.
~ if . stud spaclng-maxlmum 16" o.c, or 2""
r M. o.C. with blocking at all Jolnla, ends, and
, edges
. minimum recommended stue!
. depth-3-5/S". ,
· metal studs-20 gauge (0.039") or
l1eavler for tlfe applications.
Mater/a/~: , ' ,...
~ coat8d glass mat ~ker boal'l!-ASTM C-
117S. '_"I' , ,
, 2" glass fiber mesh tape.
. fasteners"":non-corroslve and non-
. oxidizing.
. dry-set mortar-ANSI A 116.1.
. latex-portland cement mortar-ANSI'
A118.4.
, organic adheslve-ANSI A136.1. Type I
for wet areas and Type I or Type " for dry
areas,
. grout-ANSI A11S.S or A118.7.
Preparation by Other Tredes:
. maximum variation In the wood or metal
studa-not to exceed 1/4" In 10'-0" from
the required plane.
Preparation by Backer Board Installllrs:
. 2" glass fiber mesh tape-embed In
material used to set tlfes on all Joints and
comers that a~ to I'flCelve ~Ie, Caulk or
seal penetrations anlt abutments to
dissimilar materials.
Movement Joint (architect must
specify type of JOI"" IIncl show locatIon
and detalta on drawings):
, movement jolnta-mandatory aCCOrding to
Method EJ171, page'40.
!nstallat/on Speclf!catlo"s:
. follow manufacturer's Instructions.
~ Ple-ANSI A10S.4 or A,,!SI A10S.5.
t Qrout-ANSJ ~~OS.10.
ceRAMIC Tile
DRY-SET OR LATEX-
f'ORTLAND CEMENT
MORTAR OR ORGANIC
ADHESIVE
COATED GtA5S MAT
6ACI\ER BOARD
" WOOD OR'METAL
STUDS,",'
1_. ~i . ':. ,
a
<.:i~;,~~~r~:;t "
'~\~~~!#._'~ l\~tt~V("
CEILINGS, SOFFITS
General
C311.02
CERAMIC TILE
BOND COAT
MORTAR BED ON
SUSf'ENDED METAL
LATH' SCRATCH COAT,
CONCRETE OR ,
TILE BACKER
BOARD
R.c:ommenc:lecl Uses:
. over Ii! mortar bed.
. ovar approved tile backer board.
. over clean, sound, dimensionally stable
concrate.
· over metal lath attached dlrllctty to tha
bottom of wood Joists, trusses, or mlltal
furring. Spacing not to exceed 16" on
center.
Limitations:
· suspended ceiling syslems must ba
capable of supporting weight of backing
and tile.
RequIrements:
. surface-free of coaUngs, oil, and wax.
. maximum varlaUonln tha backing
surfac_1/4" In 10'-0" from the required
plane.
Mater/Ills ancl TII. InstallatIon:
. mortar bed-Method W221, W222, W231,
or W241.
. cementlUous backllr unlts-Method W244.
. concrete or masonry-Method W201 or
W202.
. coated glass mat backerboard-ASTM C-
1178-Mathod W245.
"
~. ~
~ "
"
I."
't-,
!., ;:ll',
Il"i\
";.:'.tl,'
Gypsum Board
C312-02
CERAMIC TILE
BOND COAT
GYf'5UM BOARD
WOOD OR METAL
fRAMING
Rllcommendlld U..s:
. dry Intarlors oV,lr gypsum board.
. for other applications, see GA-216.
Limitations:
. ceiling framing mus' be capable of
supporting the weigh' of backing and tile,
. the weight of overlaid unsupponed
Insulation shall not exceed 1.3 psI tor
1/2"-thlck gypsum board with framing
spacing 24" o.c.; 2.2 psf for 112" gypsum
board with framing spacing 16" o.c.; and
5/6" gypsum board with framing spacing
24110.C.
· minimum thickness of gypsum board-
1/2"-thlck,
Requirements:
. surfac_free of coatings, 011, and wax.
· maximum variation In 'he backing
8urface-1/4" In 10'-0" from thll requlrad
planll.
Mat,r/a/s:
. gypsum board-ASTM C-3S or C-630.
. dry-set mortar-ANSI A118,1.
. latex-portland cement mortar-ANSI
A118.4,
· llrganlc adheslv_ANSI A136.1.
. grout-ANSI A118.6 or A118.7.
Preparation by Othllr Trades:
. gypsum board Joints-treated with lape
and Joint compound, bedding coat only (no
finish coats), Fastener heads, one coat
only.
tnstallatlon Spllclflcatlons:
o gypsum board-GA-216.
. III_ANSI A108.4, or ANSI 108,5.
o grout-ANSI A108.10.
o epoxy mortar/groul-ANSI A108,8.
I
I
I
I
I
.1
I
"
"
"
"
27
.',.,."."..,'
" " \;;O:~'..'"",..,./~",'..," ",~""~,<."..,.;~..,:,,,,;,.,
.. .... ....".,JiF\:~;..\~.tJ,:;;~:,I:;..r';r:\"':'J~:,";
t3ATHTUa WA'-LS
Wg()~ o.r Nlet~1 Sty~s
5f;ttm'1Il~ "'o~r ' ." !:\,~:, a411.02
fli.',.....'I""co.. "'"
1f.,......~h.~.:,~\.t,.;- '.I -, j ,t,;
{~~~~\,~~~t::,. .,' -\ :~'
314' TO 1-1/4'
CfAAMIC TIll:
, IlOND COAT
MORTAR llfD' ,
5CAATCtI COAT. ,
METAL LATH ,
Met-15AANf
ru:x15Ll: SfAlANT
~I~~~M~~
MTH TU5
"~~~~f)
WOOD OR METAL STUDS
~8Com",ended Uses:
! over dry, WIlli-braced wood stude,
furring, or I11etal stude.
! preferred method of Installallon ovar
y#ood etude for bathtube.
~equlrements:
. protect wooc:! etuds or furring from
1110letul1l with membrane. '
! oV!lr metal etude, eae Method W241.
. . apply membrane, matallath. and tlCfatch
coat.
. require a leveling coat If variallon In
scratch coat exceeds 1/4" In 10'-0. from
\lie required plane or If thlckne.e of
mortar bed to exceed 3/"'". . '
Matef\lIts: .
. 1110rtar bed, lath. and membran_ANSI
A10S.1A.
~ bond coat-portland cement paste on a
mortar bed that Is sllll workable. (For dry-
set or latex-portland cement mortar on a
mortar bed cured for a minimum of 20
hours at 70.F or aboYll. follow Method '
W202.) , ' , .
. grout-ANSI A11S.6 or A11S.7.
. elastomerlc ceulklng-slllcone rubber-
alter tllework and grout are dry.
. metal stlJdll-ASTM C-645.
preparaUon by Other Trades:
. over I!I8tal etuds-eee Method W241.
. studs-lnstall equare and plumb
. etud epaclng-not to exceed 16" O.c.
. opening for recessed bethtube-not to
exceed 112" more than total length of tub.
! bathtub-install level and support with
metal hangers or on end llraln wood
blocke. "
. fll1lprooflng behind tub when required.
, ,nllta!laUon Speclflcat!one: '
",tl!HNSIA108.1A., >,
; f,',9~~~SI {'108.10:
,:,..:_'i~':.\T,_:'-,'~~ ; -.; ., "
):/,tlt1ii..W.;" i
',~:-:{J~ciUt'.f,;\~.,;, ;-.. -'r
;~';"~1J{::'~ ,'; 0,' ,'0 .
.. .' ~. 't' .',.
'",:'''' 'j/.,;'l..
. I..
Cement Backer
BC)~r4/Undeflavment
B412"02
CfAAM1<; TIU!
----lDRY-5eT OR LATEX-
, II'0RTlAND CEMENT MORTAR
CEMENTITIOU5
. 5ACI<fR UNIT
-MEM5AANE
fLEX15LE 5EAI>>lT
TU5 HANGER DR END
GRAIN WOOD 5LOCK
5ATH TU5
~~~fu~~tkE)
WOOD OR METAL 5TUD5
Recomme"ded Uaea:
. In tub enclosuree and tub ehowers over
dry, well-braced wood studs, furring, or
metal studs.
Requirements:
. use In conjunction with Method W244,
. stud epaclng not to exceed 18" o.c.
. minimum etud depth-3-Sl8".
. metal etuds-20 gauge (0.039") or
heavier.
Materlats:
. cementltlous backer units-ANSI A118.9
or ASTM C-1325.
. fiber cement underIaymenl-ASTM C-128B,
. 2"-wlde glase fiber mesh tepa,
. dry-set mortar-A!'ISI A118.1.
. latex-portland cement mortar-ANSI
A11S.4.
. grout-ANSI A118,8 or A11S.7.
. elastomeric caulking-mildew-resistant
silicone rubber, applied after tllework and
grout are dry.
. metel etuds-ASTM C-845.
. membrane (when requlred)-15 lb.
roofing felt or 4-mll polyethylene film,
molsture-reelstant, not waterproof.
PreparaUon by Other Tradee:
. over metaletuds-see Method W244.
. studs-Install square and plumb.
. opening for recessed tub-not to exceed
112" more than length of tub,
. bathtub-install level and support with
metal hangers or on wood framln9
members.
. Fire and sound ratlngs-extend gypeum
board required for ratings down 10 the
floor behind the tub so that conetructlon
will be the aame as the tested assembly.
Cemantltloue backer units may be part of,
or Instelled over, the rated assembly.
Prepar.tlon by Tll. Trade:
, provide II 1 IS" ,pacing at horizontal and
vertlcel JoIfllt enll comera of cemenmlous
bflcker llnllt ,nil 1111 apace eolld with dry-
eat or latex-portland cement mortar.
. embed 2"-wide gle.. fiber meeh tapa In a
skim coat of the eame mortar over JoInte
,nil corners,
,,,.tall,tIQn Spat:lflceUons:
, c:emefI\ilIOUS becker unl\lI-ANSI M08.11.
, tlhl-ANSI A10S.l$.
, grout..-ANSI ,6.10S.10,
Gypsum Board
.CAUTION: See page 9
B413-02
CERAMIC TILE
-iLATEX.I'ORTlAND
CEMENT MORTAR
OR ADHE51VE
---,WATER~515TANT
I GYI'5UM WARD
rLEXI5lf 5EI\IANT
TU5 HANGER OR END
GRAIN WOOD 5LOCK
5ATH TU5
~~6~.,r~.pH~~IiADE)
_ _WOODORMETAL5TUD5
Recommendad Ueee:
. In tub ancloeuree over water-resistant
gypsum backing board on wood or metal
studs,
. gypsum wallboard and water-resistent
gypsum backing board shall not be ueed
In critical exposure areas. (See ANSI
AN-3.5,1,1)
Raqulrementa:
. to be used In conjunction with Methods
W223, W242. or W243.
. apply water-reelstant gypsum backing
board; single-layer thickness shall be
minimum 112"-thlck over studs epaced at
maximum 16" O.c,
. apply water-reeistant gypsum backing
board horizontally with the factory
paperbound edge spaced a minimum of
1/4" above the lip of the tub.
Materlale:
. see Methods W223, W242, or W243.
Preparetlon by Other Tradee:
. bathlub-Install lavel and support with
melal hangers or on end grain wood
blocks.
. fireproofing behind tub when required.
. all openings cut in backing board for
plumbing and all cut joints between
ailjoining pieces-seal with adhesive or
other materials racommended by
manufacturer of backing board.
. 9ypsum backing board joints-treated
wilh tape and joint compound, bedding
coat only (no finish coats), Nail heads,
one coat only.
Preparation by TUe Trade:
. follow adhesive manufacture~s Inetruc-
tione.
TUe tnatallatlon:
. organic adheelve-:.:-Methods W223 or
W242. ' .
. latex-portland cement mortar-Method
W243.
NOTE: See NolflS on page 8 and 9.
,'" .,.
g~
it
i~
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0"
air
S' ~
i~
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014
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t
~ATHTUB WALLS
Wood or Metal Studs
Coated Glass Mat 1i41lt-02
B~c~er~Q~rd 'I ff;:,;' ;-"'; "
, '.~hl~.t'!j~.':~!;~hitf ''''(~ir.!::;, ~~,:'j f\rH"j" '~~1
'l~ 1
1..10'
2'~
~-l3
t~
liff
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0'"
f:
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i;J"~'
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~3
i
II
18
f[
CERAMIC TIle '
LATEX-PORnAND CEMENT
MORTAR OR ADHESIVE
COATeD GLASS MAT
BACI\fR BOARD
rlEXlBLe SEALANT
ruB HANGER OR END
GRAIN WOOD BLOC"
BATH TUB
W8O~'clW~~~fflAoE)
WOOD OR METAlSTlJDS
,
Recommended Uses:
. In tub enclosures over dry, well-bracee!
WOOd studs, furring, or matal studs.
~equlrements:
. sat tile In dry-set or latex-port/ane! cClmant
mortar or organic typCl I ae!hClslve on tlla
coatad sUrfacCl.
. stud spacing not to ClXcead 16" o.c,
~ minimum recommClndad stud dClplh Is
3-112" for WOOd and 3-5/8" for mClta!.
. mCltal studs shall be 20 gauge (0.039") or
hClav/er.
. maximum variation In thCl beckln(l surface
shall not exceed 1/4"/n 10'-0" frOm thCl
required plane.
. follow manufacturClr's" mathods' for
attachmClnt.
Materials: '
.' coated glass mat beckClr board
ASTM C-1176
. 2"-widCl glass fiber mesh tape.
. dry-set mortar-ANSI A 118.1.
. Iatex-portland CllIIl8nt mor1ar ANSI-A118.4.
. organic adheslve-ANSI Al36.1.
. grout-ANSI A118.6 or A118.7.
. lIexlble caulking.
, metal studs-ASTM C-845.
Preparation by Other Trades:
. studs-lnstall square and plumb.
. opening for recessad tub not to Clxceed
112" morCl than length of tub.
. bathtub-lnstalllClvel and SUpportCle! with
metal hangers or on wood framIng
members.
o fire and sound ratlngs-extClncl gypsum
board required for retlng down to thCl lloor
behind thCl tub so that constll/etlon will be
IhCl same as the tClStad assembly.
Preparation by Backer Board Installers:
. 2" glass fiber mClsh tape shall be Clmbed-
dad In a skim cost of the WCI letting metClr/al
oVClr Joints, comers, and fasteners. ,
TUCllnstallatlon:
. Install aCCOrding to manUfacturer'.
Instll/clions.
. do not Inslall a vapor barrier behlncl the
tile beckClr board.
Installation Speclflcatlona:
. ~ tile-ANSI A108." or AIIISI A108.5.
,.~. grout-ANSI A108.10.
l[i-~: "
,i 1"1"'." 'l" ,
~:1:~: ~~;i:;';_, I.; ~.. '
~..-
SHOWER RECEPTORS, WALLS
Wood or Metal Studs
Cement Mortar B414.02
WAlLS-SEE B4 1 I
CERAMIC TI~E
BOND COAT
REINfORCED MORTAR
BED I' TO 1-3/4'
SHOWER rAN
OR MEMBRANE
StOrED fiLL
WEEI' HOLES
CRUSHED TILE OR
5TONE
~Clcommended Uses:
. oVClr woad or concrete sublloors.
RequlrClments:
~ to bCl used In conjunclion with MClthods
W201, W221, W231, or W241.
. slope requlrCld In pan or mClmbranCl 1/4'
per ft. 10 weClp holCls In drain.
· mClmbrane or pan 10 tum up wall et least
3" abovCl shower curb (6" abovCl floor In
showers wllhout curbs).
· shower lloor mClmbrane, as requlrCld by
local authorlly having jurisdlcllon.
MatClrlala:
. mortar bed and rCllnforclng-ANSI
Al08.1A.
· boncl cosl-portland cament pastCl on a
mortar bed Ihal Is stili workablCl, or dry-set
mortar or latClx-portland cemClnl mortar on
a curad /lad.
. grout-ANSI A118,8 or A118.7.
Preparation by OthClr Trades:
. form slope for membrane wllh cement
mortar or preformed UnClrs.
Preparation by Tile TradCl:
. surrouncl dre/n with brokCln plClces, of tila
or cll/shed stone to prevClnt mortar from
blocking weClp holes.
Installation SpClclflcatlons:
. tIIa-ANSI A108,1A, .1B or .1C.
. grout-ANSI A108.10.
NOTES: Showers for fhe handicapped may
eliminate the shower curb with required
slope from entry of shower to drain. The
minimum d1stal1Cll batwean the door; or
entry. to the drain opening shell be 4'-0'.
Materials advefSllly affectad by moisture In
areas Immediately adjllCBnt to showars,
tubs, and roman tubs shell be properly
protectecl wi"., a membrane.
A ,/opfKt portland cement mortar flit or
1IppIDv,d prefolmed slope mey ba USad
unctfr f/IO", Pll1I When subfloor Is not
~ped to (/rain. '
Cement Backer
Board/Underlayment
B415,02
CERAMIC TILE
DRY-SET OR LATEX-PORTLAND
CEMENT MORTAR
CEMENTITIOUS BACI\fR UNIT
. / WOOD OR METAl STUDS
REINfORCED MORTAR BED _
I'TO 1-3/4'
SHOWER PAN OR MEMBRANE
SLOPED fill
CRUSHED TILE
OR STONE
WEEP HOLES
,
,
Recommended Uses:
. over wood or concrCltCl sublloors.
· In showClrs over dry, wel'-bracCld wood
studs, furring, or mCltal studs.
Requirements:
. 10 be used in conjunctlon with Method W244,
o form slopCl for watarproof mClmbranCl with
portland cClment mortar.
. slope waterproof membrane 1/4" per fl. to
weep holes In drain,
. turn walClrproof membrane up walls a
minimum of 3" abova shower curb (6"
abovCl floor In showClrs without curbs).
· Fur studs with 1/4", or thicker, furring
strips abovCl the top of the waterproof
membrane 10 allow thCl top of lhe
membrana to bCl flush wilh tha face of thCl
furring strips.
· shower floor mambranCl, as required by
local author/Iy having jur/sd/cl/on.
Materials:
. cemantitlous backer unlts-ANSI A118.9
or ASTM C-1325,
· fiber C8I11lIIIt Under!aymanJ-ASTM C-1288.
. 2'-widCl glass fiber mash tape.
. dry-sClI mortar-ANSI AH6.1.
o lalex-poriIand C8I11lIIIt mor1ar-ANSI A118.4.
. grout-ANSI A118,6 or A118.7.
· metal studs-ASTM C-645.
. wall mClmbrane (whCln req'd,)-15 lb.
roofing felt or 4-mil polyethylane film,
molslure-rClslstant, nol walerproof.
Preparation by Other Trades:
· over mCltal studs-see Method W244.
. studs-lnstall square and plumb.
. provldCl a 1/8' spacing at horizontal and
vertical jolnts and corners of cemantitious
backClr unils and fill spaca solid wilh dry-
set or latex-portland cClmClnl mortar.
. embCld 2"-wlde glass fibClr mClsh tape In a
skim coal of thCl samCl mortar oVClr joints
and cornClrs:
Preparation by TIle Trade:
. surround drain wllh broken plClcas of tile
or cll/shad slanCl to prevent mortar from
blocking weClp holas.
Installation Spec/flcatlona:
. C8ll1llOlitious backlit' unlts-ANSI A 108.11.
· tlla-ANSI A108.5.
. grout-ANSI Al08.10.
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WQod or Metal St"ds,
>', jO-(:p.,~,,~ Gla!ls ~~~, "" ~4~0-02
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'CERAMIC TILE
DRY-SET OR LATf)(-PORTLAND
CEMENT MORTAR OR ADHe5IVE
~~&E~ ~MAT
WOOD OR METAL STUDS
~INrORCED MORTAR 6fD
I'TO 1'1/2'
SHOWER PAN OR MfM6RANE
SLOPED FILL CRUSHED TILE
OR STONE
WEEP HOLES
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R"comlllendell Uses:
~ In showers over dry, well-braced wood
.' studs, furring, or metal studs.
Requlre!'1ents: ,
~ to be used In conjunctiOn with Assembly
, W245.
! sloPe Waterproof membrane 1/4" per ft. to
weep holes In drain.
! tum weterproof membrane up walls 4-
:1:1" above shOWer curb (6" above floor In
showers without curbll).
. fur studs with 1/4", or thicker, furring
strips above the top of the waterproof
membrane to allow the top of the
membrane to be flush with the face of the
furring strips.
, shower floor membrane, as required by
. local authority having Jurisdiction.
Mala'rlal.:, .
, coated gla81 mat backer board
ASTM C-1178
. 2" glass fiber mesh tape.
. dry-set mortar-ANSI A 118.1.
. l8\eX~nd cement mortar ANS1-A118,4.
, organic adheslvlt-ANSI A13B.1 Type I.
! grout-ANSI A118.6 or A118.7.
. metal studs-ASTM C-645.
. flexible caulking.
PreparaUon by Other Trades:
. over stud_ee Design W245.
. studs-lnstall square and plumb.
deflection less than U360.
. form slope for waterproof membrane with
portland cement mortar.
Preparation by Tile Trade:
, surround drain with broken pieces of tile
or crused stone to prevent mortar from
blocking weep holes.
preparation by Backer Board Installers:
. 2" glass fiber mesh tape-embed with
material used to set tiles on all joints and
comera that are to racelvll tile.
Installation SpllclflcaUons:
. follow manufacturer's Instructions.
! tile-ANSI A108.4 or A108.5.
grout-ANSI A108.10.,.
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Solid Backing
B421-02
CEAAMIC TILE
LATEX-PORTLAND ceMENT
MORTAR
MEM6RANe 60ND COAT
saUD 6ACKlNG
REINFORCED MORTAR 6ED
'I'THICK
WATERPROOf MEM6RANE
(AN51 A I 18. I 0) CRUSHED TILE
OR STONE
lNEEP HOLE5
Recommended USllS:
. over wood or concretll' subfloors.
. In showers over solid backing: morlar bed,
approved tile backer board.
. In showers raqulrlng wheelchair accassl-
bllity.
Limitations:
. top collar of drain must be reversed to
pennlt adjustment of the strainer to
required halght.
. waterproof mambrane must cover entlra
floor of adjolnln9 room.
RlIqulremllnts:
. to ba used In conjunction with Methods
W201, W241 , W243, or W244. These
mllthods to be used In conjunction with
ANSI A118.10 bonded waterproof
membrane.
. slope wllterproof membrane 1/4' per ft. to
drain collar.
""atllrlals:
. see Methods W201, W241, W243, or
W244.
. specify type of watarprooflng; e.g., speet
or liquid appllad-ANSIA118.10. Mem-
brana shall comply with local plumbing
code.
. latex-portland cement morlar-ANSI
A118.4.
. grout-ANSI A118.6 or A118.7.
Praparatlon by Other Trades:
. see Methods W201, W241, W243, or
W244 for preparations.
Preparation by Tile Trada:
. follow membrane manufacturer's
Instructions,
. allow mlnumum of 24 hrs. after tile Is set
before grouting,
Installation Spllclflcatlons:
. follow membrane manufacturer's
instructions.
. membrane-ANSI A 108.13.
. tlle-ANSI108.li.
, IIr041-.-ANSI "108.10. .
, fllf\lf1'lW8 APA Accaaslblllty Guldallnes
for recDIJI""ndllcl shower dimensions.
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Solid Backing with B422-02
Integrated Bonding Flange for
Bonded Waterproof Membranes.
CEf(AMIC TILE
LATEX. PORTLAND
CEMENT MORTAR
V / MEMBIWlE BOND COAT
. '/ r SOLID BACI\JNG
WOOD OR METAl5TUD5
v'\BONDfD WATERPROOP
MEMfllWlE (AN51 AIIIl.IOI
REINfORCED MORTAR BED
3/4' TO 2' THICK INTEGRATED
BONDING flANGE
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Recommllndlld Uses:
. over wood or concrete subfloors.
. In showers requiring whealchalr
accessibility
Limitations:
. requires Integrated bonding flange for
bonded waterproof membranes.
Requirements:
. to be used with Methods W201, W241,
W243, or W244. These methods to ba
used In conjunction with ANSI A 118.10
conded waterproof membrane.
. slope mortar bed 1/4" per ft. to drain
collar.
. bondad waterproof membrane (ANSI
A118.10).
""atllrlals:
. see Methods W201, W241, W243, or
W244.
. Integrated bonding flange for bonded
waterproof membranes.
. elastomeric caulkin9.
Preparation by Other Trades:
. all openings cut In backing board for
plumbing and all cut joints between
adjoining pieces shall be sealed with
adhesive or other materials recommended
by manufacturer of backing board.
. gypsum backing board joints-treated
wilh tape and joint compound, badding
coat only (no finish coal), Nail heads, one
coat only.
. see Methods W201. W241, W243, or
W244 for additional preparations.
Preparation by Tile Trade:
:" follow adhesive manufacturer's Instruc-
tions.
. allow mlnumum of 24 hrs. after tila Is set
before grouting.
Tile Installation:
, see Methods W201, W241, W243, or
W244.
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SHOWER RECEPTOR RENOVATION
.TR41Q-02
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EXISTING CERAMIC
TILE' MORTAR flED
CONTINUOUS SEAlANT flfAD
NEW flA5HING
NEW CERAMIC TILE' MORTAR BED
REPAIR MEMBRANE' METAL LATH
NEW REINrORCfD MORTAR flED
NEW WATERI'ROOf MEMflRANE
SLOPED fill ,
CRUSHED STONE
Recommended Uses:
. over wood or concrete sUbfloora; where
old showerpan has failed.
RequIrements:
. remove existing shower receptor,
waterproof membrane, and wall tlla, as
required, to Install new waterproof
membrane.
. replaca damaged wall or floor substrate
materials.
~ new membrena-slope slab 1/4- per foot
to weep holes In drain.
~ new membrane to tum up wall at least 3"
above shower curb (6" above floor In
showars without curbs).
~ new flashing of 15 lb. roollng felt placad
behind existing membrane, out over new
waterproof membrane, and fastened to
studs. i
. placa continuous baad of sealant on
existing mortar wftl1 new mortar brought
up tight against I!.
Materials and InstallatIon:
~ shower recaptor, see Method B414.
~ mortar bed walls, see Methods W222,
W231 , or W241.
refer to B115 for thin-bed method.
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TH...E TUBS, FOUNTAINS,
& CURBS
w,.t$fproQf Membrfilne
.. 'im,'ntMortllr ",,',: ."., 13417-02
;';r_~",_:I":- :::',::<';'.~;':;p;.}<~:,: l",
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CERAMIC TILE
NEAT CEMENT BOND COAT
MORTAR 6ED
SCRATCH COAT (IF NEEDED)
METAL LATH
WATERPROOF MEM6RANE
CONCRETE TANK WEEr HOLES
REINFORCING CRUSHED TILE
OR STONE
CERAMIC TILE
60ND COAT
MORTAR 6ED
WATERf'ROOf MEM6RANE
CONCRETE 6ASE
.
CERAMIC TILE
NEAT CEMENT BOND COAT
MORTAR 6ED
SCRATCH COAT
/.,/ METAL LATH
.-/ ./ WATERPROOF MEM6RANE
~ EXTERIOR GRADE F'LYWOOD
Wood Form
CERAMIC TILE
60ND COAT
MORTAR BED
.. ~ WATERf'ROOf
/' I MEMBRANE
.J EXTERIOR GRADE
~ I f'L'lWOOD
Wood
Curbs
NOTES: This detail reflects both concrete and
wood substretes. Specify one or the other.
~; ~ '~~, r~':,'~: ~';: .' ,
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Preformed curbs acceptable.
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NOTE: Us~ waterproof membrane meeUng ANSI A 118.10 for thlnset method.
RequIrementS:
~ waterproof membranll-lllope membrane 114" per foot to weep holes In drain.
. wood framing, when used, should be pressure treated and designed to resist deflection end
. movement.
preparation by Other Trades:
, test tenk, membrane, and drainage fl\lings for leaks before starting tile work.
InstallatIon Methods:
T attach metellath only above water line.
! f1oor-follow ~ethod F121.
, Willis-follOw Method W221.
;.' '"'~lIatlon SpecIficatiOn.:
:',~Ie-:-ANSI A108.1A."
,Ii' llrout-ANSI A10e.10. '
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CQUNTERTOPS
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Wood Base
. Cement Mortar
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CUT WALL MORTAA-.
METAL LATH HE~
CERAMIC TILE
ElOND COAT
" MORTAR BED
METAL LATH
MEMBRANE
WOOD BA5E
PUNCHED METAL S7
.~
Recommelld~ Uses:
. on countertops, drainboards, lavalory
tops, etc. ' .
· pref8fTed method where sink or lav"tory
Is to be recessed.
Requirements:
. set the bollom edge of the countertop trim
the proper distance above the finish floor
material to allow clearance for dishwash-
ers, compectors, etc.
. cut lath off at comer as shown.
. use extra-duty glazed tile or unglaZed tlla.
Materials:
~ mortar bed, lath, and membrane-ANSI
A108.1A.
~ bond coat-portJand cement paste on a
mortar bed that is still workable, or dry-sat
mortar or lalex-porUand cement mortar on
a cured bed.
. 9rout-ANSI AH8.6 or A116.7.
Preparation by Other Trades:
. WOOd base-1" x 6" boards with 1/4" gap
between boards or 314" exterlor-glue
plywood with dot and dash aaw cuts 6"
to 8" on center through the length of the
plywood board to prevent warplng.
. where overhli!ngs or cantilever counters
are used, adequate support must be
provided to prevent movement.
Preparation by TIle Trade:
. a punched metal strip allached to the front
edge of the cabinet Is used In some
geographical areas as a lCrlIed and
support for the countertop trim. It Is filled
with wall mortar.
'nsta/IIlt/on Spec'flcaflo"s;
! UIe-ANSIA1oa.1A, .1E1or.1C.
· groul-ANsI ~1()8.1Q..",.
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Thin-Bed
C512-02
'Cement Backer C513-02
Board/Underlayment
CERAMIC TilE
LATEX-PORTlAND
CEMENT MORTAR
" CEMENTITIOUS
BACKER UNIT
PLYWOOD
FIBERGlASS TAPE
: (THREE fIECES)
MEMBRANE
CERAMIC TILE
EPOXY OR ORGANIC
ADHESIVE
PL '!WOOD
~
Recommllnded Uses:
· on countertops where thin-set method Is
desired.
Requirements:
· 31.,. exterior-glue plywood ba88.
. set the bottom edge of the countertop trim
the proper distance above the finish fioor
malerlal 10 allow clearance for dishwash-
ers, compactors, etc.
Materials:
. epoxy mortar-ANSI A116.3.
. organic adheslVe-ANSI A136.1 Type I.
. grout-ANSI A118,6 or A118.7.
Preparation by Other Trades:
· when tile is set with epoxy, leave 1/4" gap
betwellO sheets of plywood. Apply batten
to underside of sheets to cover gap.
· where overhangs or cantilever counters
are U88d, adequate support must be
provided to prevent movement.
Preparation by Tile Trade:
. when tile Is set with epoxy, completely fill
gap between sheets of plYWOod with
epoxy.
. protect plywood from exposure to'.water
and high humidity.
'nstallatloll Specifications:
. adhesive-ANSI A108.4.
. epoxy mortar/grout-ANSI A108,6.
. grout-ANSI A108.10.
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Recommended Uses:
· preferred thin-set mortar method where
self-rimming sinks and lavatories are
desired on countertops, dralnboards,
lavatory tops, etc.
Requirements:
. Insta/l plywood base flal and level.
. set the bottom edge of countertop trim the
proper distance above the finish floor
material to a/low clearance for dishwash-
ers and compactors.
. use extra-duty glazed tile or unglazed tile.
Materials:
. 3/4" exterior-glue plywood base.
. cementlllous backer units-ANSI A118,9
or ASTM C-1325.
· fiber cement underlayment-ASTM C-
1288.
. nall8-1-1/4" galvanized roofing type:
preferably screw shank, or other
corrosion-resistant fasleners, applied 6"
on center.
. mortar-latex-portland cement ANSI
A118.4.
. grout-polymer modified tile grout ANSI
A118,7 or epoxy ANSI A118,3 (see peges
7 & 11).
'. . membrane-15 lb. roofing fell, 4-mll
polyethylene film, or duplex-type rein-
forced asphalt paper.
Preparation by Other Trades:
. provide support on overhangs or
canlllever counlers to prevent movement.
· maximum varlallon In plywood surface-
1/8" in 10'-0" from the required plane.
Preparation by Tile Trade:
" · fill 1/8"~3116" gap between sheats of
camentlllous backer units with latex-
porUand C8IIltII1l mortar.
· use a liquid ,trowel-applied waterproof
membrana to 88al edge and bollO/11 of'
" p/yWOOd overhang at face of counter a~d ,
. all ot"'r plywood surfaces and edge,
that will be exposed to waler or moIslure.
'nstallat'on SpecificatIons:
· cementltlous becker unita-ANSI A108.11.
· IIIe-ANSIA108.5. .
· grout-.polymer modifie<i tile grout, ANSI
A108.10; epoxy, ANSI A108.6.
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fteco",m.nded Uaetl:
! "II Interior and exterior pools.
ft.q~lre",enta: ,
! cOncrete tenk must be watertight.
Mat.rlala:
. tile-ANSI A137.1 and certified by manufacturer for use In pools.
! portland cement-ASTM C-150 Type 1.
, sand-ASTM C-144.
. Iime-ASTM C-206 Type S or ASTM C-207 Type S.
. water-potable.
. mortar bed (pool boltom}-1 part portland cement, 4 parts damp sand by volume.
. scratch coat and mortar bed (pool walla and gutler}-1 part portlend cement, 1/2 part lime,
and 4 parts dry sand Of 5 parts demp sand; or 1 part portland cement, 3 parts dry aand or 4
parta damp sand. ,
. bond coat-portland cement paste.
AlIemate: dry-set mortar or latex-portland cemenl mortar (aee Informallon on page 5) on a
cured bed (7 -day cure recommended); 95% coverage 01 the back of the tile or tile aheet
requlred-ANSI A108.5.
. grout-ANSI A118.6 or A118,7.
, metal lath (gulter relnforclng)-3.4Ib. galvanlzad diamond mesh lied to relnlorclng rods.
Preparation by other Trades:
! concrete tank to be finished with medium-rough bush-hammer finish or with aggregate
exposed.
. deviations from dimensions, contours, slopes must not exceed 1/2" or encroach on the
1-1/2" minimum thickness of the tllework In order 10 provide exact dimensional requirements In
length and width and specified tolerances.
. concrete tank shall be watertight. Before tile work Is sterted, test by filling with water.
Preparation lJy Tile Trade:
. Inspect tank for requirements Included In Preparallon by Other Trades above.
. check dimensions before starting IIlework.
. report any defects to erchltect in wrlllng,
. submit shop drawing for all details, lettering, and markings.
, aller approval of the concrete tank, wash with hose under hl9h pressure and sweep with a
sllff broom. Surface to be free of greesll. all, wax, or other coatin9s.
I\Iov,m.nt Joint (architect mu.t .peclfy type of Joint and Iholl\llocatlon and detalll
on drewlngl): .
. directly oVllr any joints In the concrete tank.
. exterior pools require expansion jolnla In U1ework on 12' to 16' centers.
,,,stallllt1on Speclf\clltlonl:
! IlI~NSIA108.1A..1Bor.1C.
, ~~~t--;:N!~~ A 108.1 Q. . '
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irJ<<~ flail! ",;,.:.;l;~'ri.:.:,>.,.
1 ' , \ fIlfH'ar-1>t4 typfI ;~':;,'. ,.' r
'Installation and, as an
alternatlv.. a thin-set
,'type Installation..,
, ,Specify one or the ,; >:~'':;'/' ",),;
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CERAMIC TilE PECK
CERAMIC TilE
!:)OND COAT
MO~TA~ BED
SCRATCH COAT
,CONCRETE TANK
~Y
CERAMIC TilE
BOND COAT.
, Dt(.Y.5ETMORTA~
5HOTCRETE TANK
CERAMIC TilE
BOND COAT
MORTAR !:)(:D
CONCRETE: TANK
.
,
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STAIRS
Cement Mortar
" . 8151-02
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CONCRETE STAIRS
Concr.te Stairs:
" concrete to be finished with medium-
rough bUlh-hammer finish and be free at
crackl, waxy or ally films, and curing
compounds.
CERAMIC TILE
BOND COAT
MORTAR BED
REINfORCING
METAL STAIRS
Metal Stairs:
. reinforcing mesh mandatory. Atlach to
metal by tack welds or other means.
. metal stair riser may be tiled. Cut mortar
bed and reinforcing at junctura of tread
and rtser.
I
~
CERAMIC TilE
BOND COAT
MORTAR BED
5CRATCH COAT
./ /' METAl LATH
,-:::.--- WATERf'ROOF MEMBRANE
3/4'- 1-1/4'
WOOD STAIRS
Wood Stairs:
. waterproof membrene tor exterior and
wet area Installations; 15 lb. roofing fell
for Interiors,
Design Considerations-ail stairs:
o use cove Iile at junction of riser and tread
: for easy maintenance. Quarry or paver
tile cove can be set horizontally or
vertically 10 facilitate layout.
. finished step nosinlis ere available In
speclelly shapad quarry and paver tile
pieces.
o use full radius ceramic mosaic bullnose
tile for noslngs.
o slip-resistant tile should be spaclfied on
stair treads,
Tile Inltallatlon-all stalre:
. metal stalrs---Method F 111, Membrane not
required. '
. concrete ltalra-Method F112; r1aer.-
W211,
. wood ltalra-Method F141: r1sera~
W231.
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REFRIGERATOR
~2g!~
Ce~ent Mortar 'I.' R612-02
SR613-02
STEAM ROOMS
Membrane
C.ment Mortar
WATrRl'ROOt' MrMlliw4r
5WfD 5UP JOINT
TIE W1Rr5
- 1/4' D. PENCIL IlDD5
CEAAMIC TILE
- WNO COAT
314' to I'
- MORTM 5ED
- SCRATCH COAT
- METAL LATH
INSULATION
__ WATERI'ROOP MEM5RANE
exPANSION JOINT
CERAMIC TILE
WNO COAT
MORTM 5W
WATERI'ROOP MEM5RANE
5LOPE TO DRAIN
D
Requirements: .
. use llle deslgnaled as frostproof by the
manufacturer In all rooms subject 10
freeZing temperatllres.
. prOVide reinforced concrete slab over
floor Insulallon to resist wheel load of
hand and machanlealtrucks. (3" minimum;
4" or more for fork-11ft trucks.)
Material and Tile Installation:
. attach four equally spaced lie wires to the
supporting members and through Ihe
insulation. Attach 1/4" 0 steel pencil rods
vertically over the insulallon.
. attach metal lath to pencil rods and follow
Melhod W222 or Install on a mortar bed
meeting the requirements of Method
W241.
. 1I00rs and movement)olnts may be
Installed In accordance to Method F112
(cement mortar), F113 (dry-set mortar or
latex-portland cemenl mortar), or F131
(epoxy mortar end groul).
Requirements:
. steam rooms require a walerprooftng
membrane on all surfaces 10 prevenl
moisture from penetrating adjoining
spaces.
. some membranes will require Insulation on
walls anll celUngs 10 prolectthem from
excessive heat.
. slope ceilings (2" per ft. minimum) 10 avolll
conllensalion from dripplng onlo occu-
panls (somellmes slopelllo center to
minimize runllown on walls).
Material and Tile Installation: ..
. attach four equally spaced tie wires to the
supporting members anlllhrough tl]e
Insulation. Allech 1/4" 0 steel pencil rods
vertically over Ihe Insulallon. Allaell metal
lalh to pencil rods on bolh walls anll
ceilings.
· Install opan slip Joints In all comers
between walls anll ceilings anlllo divide
arellS that exceed 16'-0" In lenglh.
, lloors-follow Method F121.
, walla ancl celllngs-follow Method W221,
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SR614-02
WOOD OR MrTAl rRAMING
WATERI'Roof MEM5RANE
CEMENTlTlOU5 5ACKER
UNIT 'C5U'
CERAMIC TILE
5EAlCD SLIP JOINT
- CERAMIC TILE
::::--i1;g~-tg~)lAND MORTM
'C5U' ON WOOD OR
MrTAlSTUDS
WATERPROOf MEM5RANE
___ .C6U.
exPANSION JOINT
CERAMIC TILE
MORTAR flED.SEE r 121
WATERPROOf MEM5RANE
SLOPED TO SU6fLooR
NOTE: Waterproof membrane Is shown In
two different Installation locations on wall,
Specify one Dr the other.
Requirements:
· steam rooms require a waterproofing
mambranll on all surfaces 10 prevent
moisture from penelrating adjoining
spaces.
· slope ceilings (2" per ft. minimum) to avoid
condensation from dripping onlo occu-
panl. (sometimes sloped 10 canler to
minimize rundown on walls).
. waterproof mambrana must be capable of
Withstanding heat exposure,
Material end Tile Installation:
· lillt-A137.1 and certifiad by manufac-
lurer for wet environment.
· cement/Ilous backer unils-ANSI Al08.11
and A118.9.
· reference and fo/Iow membrane
manufacturer's Ins lallation directions for
placement of membrane.
( · Install open .lIp joInla In all comera
between wall, and ceilings.
· IIoors-,-foJlow Method F121 or F122,
· walls and ,celllnga-.-follow Method W244
9r B411l,
,
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NOTE: ~riY penetration of the membrane should beSBlIIed whh BpplDpr/ate sea/ant before
Ins,,.III(I(1 1"<1. ,." . .
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, R~NQVATION
TUe Over Other Surfacing Materials
Walls ancl Floors TR711-02
Ceramic tile may be consldllfed al e lurfaclng material ovar existing wall finishes such as
paint, wood paneling, cold glazel (sprayed on plastic), plasllc laminates, and steel plate, or
exlsllng floor surfacing luch as epoxy coatings, paint, vinyl or asphalt tile, seamless Ooorlng',
exposed concretet, hardwood flooring, and steel plate. Idaally, existing finishes should be
completely removed so that the tllewark can be placed on the substructure following Handbook
Methods In the F, W, B, and C lerles. However, this Is not always practlcel. The following.
therafore, Is Intended as a general guide for renovation with caramlc tile. In all cases consult
the selling material manufacturer or his literature before Itartlng the work. Consideration should
be given to covering the exlsllng surfaca with a more suitable base. For example: badly
cracked or Irregular walls Ihould be overlayed with firmly allached 9ypsum board or
camentilloul backllf units (CBU) to provide a sound tlle-saUing base,
"WARNING: Do not send exlsllng resilient flooring, Certain older rasilient Ooor coverings,
Including sheet vinyl floor covluln9 and vinyl tile, may contain asbestos fibers that are not
readily Idenllflable. Inhalation of asbastos dust may causa serious bodily harm. Smoking greatly
Increases any such risk of serlou. bodily harm.
t Special Installallon precautlonl are necessary when Instailing thin-set tile over old concreta
floors In bakeries, kitchens, and meat-processing araas. Fats and greases penetrate into
concrete floors and cannot be completely neutralized. Note preparation sections below.
Organic Adhesive, Interiors Only Requtrements:
Suitable Backings: · the backing surface must be sound,
, clean. and dry.
~ smooth walls of all typel Including plaster, . maximum parmlsllble varlallon In floor
gypsum board, cementltlous becker units, surfaces, 1/4" in 10'-0"; In wall surfaces,
and masonry,
. smooth Ooors of all types Including wood, 1/04" In 10'-0" from the required plane.
concrete, and tarrazzo In residences or Preparetlon: .
areas of equivalent residential perfor- · roughen concrate or masonry walls and
mance requirements (see page 11). floors which are glossy, painted. or
Deflection not to exceed 11360 span. effloresced, or which have loose surface
~ new gypsum board nailed andlor material. This should be accomplished by
adhesively applied over existing walls. sandblasting, chipping, or scarifying.
, plastic laminate countertops & walls. . clean thoroughly to remove all sealers,
Requirements: COatings, oil, dirt, and dust to expose
~ backing surface mull be sound, clean, and masonry surface.
dry. Installation Specifications:
. max. variation In backing surface shall not . tile-ANSI A108.5,
exceed 1W In 10'-0" from the required plane. . grout-ANSI A108.10.
. abrupt Irregularllles, such as trowel', Tile-Setting Epoxy Mortar, Epoxy
marks, rldgel, and grains, sha!1 be less Adhesive, or Modified Epoxy
than 1132" a\l!lVe adjacent area.
Preparation: Emullilon Mortar
. roughen surfaces which are glossy, Suitable Backings:
painted, or which have loose surface . generally all sound wall and floor linlshes.
material by sanding or scarifying.' . especially valuable for selling tile Roors
. surface material must be removed If not over non-masonry surfaces where
compatible with adhesive. moderate performance level Is required.
. use primer when recommended by the . suitable for speedy Installation where
adhesive manufacturer for particular <!owntlm. must be kept to a minimum.
backings. Reqlllrllmllnts;
. clean thoroughly to remove all 011. dirt, and . backlng surface must be sound, clean, & dry,
dust.
. apply underlayment a. needed according . maximum permissible variation In floor
to manufacturer's directions. surtaces, 1/4" In 1O'-if, In wallUlfaces, 1/4"
In 1 a.()" from the required plane.
Instsllatlon Specifications: Preparation:
~ 't1Ie-ANSI A108.4. ' . roughen surfaces which are glossy, painted,
. grout-ANSI A108.10. or efftoresced, or whlch have loose surface
Dry-Set or Latex-Portland Cement material. by sanding or scarifying.'
"'o!1a~, Interior & Exterior . clean thoroughly to remove all waxes, oil,
t dirt, and dust.
Suitable Backings: " with epoxy adhesives, use primer when
. prepared portland cement plaster, recommended by the manufacturer as
concrete, concrete masonry, structural proper for the particular backing.
clay tile, or brick. Installation Specifications:
. cementltlous backer units applied over . tile-selling epoxy mortar and epoxy
existing walls or floors. adhesive-ANSI A108.6.
. new gypsum board applied over properly . modified epoxy emulsion mortar-ANSI
furred existing wall In drY areas. Use
water-reslsta'1t gypsum backer' board In , ~~~~iOflllulatlons varY' with respect to
, wet areas. .', , cheml~ r..lstance .ncI ule on vertical.
, " aurfll!cas, Consult manufacturer's .'
" specifications., .
_, , IIrout-AHSI A108.10.
Tile Over Tile
Interior Floors
lR112-02
.:
I
NEW ::r fM 11e ".f'
GROLll
BON[)I~I" \1'\ fEIIA.1
1":Oi'
'"
Recommended Uses:
. for alterallon of ceramic-tiled areos wn""',
modernization or a change of cesign IU
desired in residences, 11I0lels anel hCIllJlu,
restaurants, public rast rool11s. mallu, .3lt:.
. also applicable to smooth fl(lOf> of
terrano, stone, slate, ele
Requirements:
. existing Installallon must be scund, ',voll,
bonded, and without slructural cra<:hL,
. when possible, remove 1I00r'll1oUIlI"a
plumbing and heating fixtures Defofl<
beginning work.
. threshold required to adjust b03lweol1
adjacent Ooors (see Method TH6tl, I'all"
33),
Preparation:
. remove soap scum, wax, coalinus, :111,
etc. from existing tile surfaces. Mecrlanl'
cal abrasion with a Carborundum d"*
followed by a clear water wash Is
recommended. Other cleaning metlw<ls,
Involve use of soapless detlJrgentu,
commercial tile cleaners, and, in sp"cia
cases, solvents or acids, Solvents dlld
acids should ba used WIth care ancl alii"
when necessary because of thl,ir
hazardous nature.
. Installation must be thoroughl'/ rnsed e r 111
dry before selling the new til..,
Materials, Grouting, Movement Jolnll"
Installallon Specifications:
. epoxy mortar Installalioll-,ANSI A 1 08,!:.
. dry-set mortar or latex-portland Gemelli
mortar Installation-ANSI A108,!i,
. organic adhesive Installatlon--",NS I
A 108.4 and follow manufacturElr's
direcllons.
. require current certlficallon from adhes,ve.
manufacturer that adhesive GOlllonns
with ANSI A136,l.
. grout-ANSI A108,10,
NOTES: Use Ceramic Tile F/(J(lr l~e,I')r-
mance-Level Requirement GukJe, puge , :1.
to select adequatelnstal/atlon method.
If exJsting,/nstallatlon Is not slnlClumlly
sound, Methods FII1 and F141 mal' be
applicable,
Sell page 8 for other Instal/atlon mllterlals
and methods.
.1I.1~."1'''1.'1I.1I1 I
RENOVATION
Tile Over Tjle
Ji~~~~r.w~I~.~' ", TlI713..l
"If !"~ CfAAM'C""
~ BONDING MATERIAl
J;: , EXI5TING,Tllf;
'I'~ ; I ' b~se )
;. 1IJJ~~~, ,:1' . . 1,
:if .. Recommended Uses:
i- ,CD . for alteration of ceramlc-liled a. reas whera
I modamlzation or a change of design Is
daslred In resldances, molals and hOlels,
malls, restauranls, public rest rooms, elc.
. . also applicable to smoolh wal/, of marble,
.l!!.~ slone, slate, elc.
IS. Ii Requirements:
, g ~ exlsllng Installallon musllNt sound, wel/-
a bonded, and wilhout major Structural
S! cracks.
f. :l Materials, Grouting" MQY, ement Joints,
a- Installation Specifications:
. ~ . for organic adhesive 'nstallallon see
/!!. Method W223.
. . for dry-set or lalex-portland cement
mortar Instal/alion, see Method W202.
. ! for epoxy adfleslvll Instal/alion, refer 10
, menufecture~s. f',ere!Ure. f!l' , ',.. ,
,,~ ";{(f ; lA ;Ji!.~h~P~1J ;/'\'~"t. .vi" "./ .
. l~btf';:: ,:~ ,./ ",l'r';~\~ 'l/i( .,1)' :,'.: .'. .-
. ~. ~,
Case 11/
CUT TRIM TO fiT
NEW CERAMIC TilE
BONDING MATERIAL
EXISTING TilE
NEW GYPSUM BOARD
OR P.C. MORTAR
SEAlANT
NEW CERAMIC TilE
BONDING MATERIAL
/"" EXISTING TilE
~ NEW MORTAR
SEAlANT
NEW CERAMIC TilE
flONDING MATERIAL
EXISTING TilE
CEU~e II
Preparation:
. remove soap scum, wax, coalings, oll,
elc. from exlsllng tile surfaces. Mechani-
cal abrasion with a Carborundum disk
fol/owed by a clear waler wash Is
recommended. Olher cleaning methods
Involve Use of so.pless delergenls,
commerclalllle cleaners, and, In special
cases, solvenls or eclds. Solvenls and
aclds should INt used with care end only
when necessary because of Ihelr
hazardous nalure.
· inslallallon musllNt thoroughly rinsed and
dry betore setting the new lile.
· CASE I-prepara wall abova lIIe 10
receive Irlm Ille as shown.
· CASE Il-<:uIlrim II/e 10 fil over exlsllng
trim.
"I'
Case IV
. CASES III & IV-apply new gypsum board
above exlsllng wainscol IlIe 10 prepare tor
full wal/ tiling.
Use portland cemenl mortar, waler-reslsl-
ant gypsum becklng board, or
cemenlltious backer units In lub enclo-
sures and shower slalls.
In wet areas, tha appllcallon of waler-
reslstanl gypsum backar board over any
base which creales a vapor barrier, such
as old IlIe or palnl, will lead 10 failure
unless such barrlar Is vanled.
NOTE: If Installal/on Is not structurally
sound, Methods W22t and W222 may be
appllclfbte.
"W'ND,QWSTOOLS
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WINDOW
SEAlANT
STOOL
ruLl MORTAR DED
WOOD OR MA50NRY
CON5TRIJCTlON
i.... .
THRESHOl.,DS
TR611.02
CERAMIC TILE
MORTAR BED
60ND COAT
THREe>HOLD
ADJACENT fLOOR
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NOTES: Thresholds adjustlflvels between adjacent floors. Commercial and reslcfsntlflt
Ihresholcls and window stools are avallflble In tile, marbte, stone, state, eta. and can be made
In vlrtuatly any slza and shape to fit special conditions.
Use 95% coverege of bonding rTIIfterlal between Ihresflold and flooror' window stool and
~lIbstrate. . , , " ., , "-"., "
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37
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WALLS INTERIOR
SOUND-RATED/FIRE-RATED
Wood or Metal Studs
portland Cemellt Mortar or Cementltlou$ Bac\(er Units (CBU)/Assemblles or Gypsum Board
RW800-02
,
.'," l~, '.',...,..,'i~ FIRt: ANO SOUND RATINGS
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WALL MET!iO~ RW RW R
811 812 8n 814 815 816 817 818 819 820 821 82'1
, '.,:
, " '
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Fl. RealslirlCe Ilelng 2 2 1 1 1 1 2 2 1 1 2 2
AS1t.l1' 119 floUrs)
, ,
Flekl Sourd TllIIIsmlsslon ,
q., FSTC ; ,...' , ',\' " 51 In 9l Sl 61 9l
~Thll'~, E413 " "'.\
SourIl Tl8fISInlsslon
~Thl;' E413,. 'f} , .
:
,'~' -c , , ,J
~lIComm.lld.d Us.s:
_, woOd elud IOlId b8aring-RW813 &
RW&1-4.
o wood etud load-bearing chas. wall-
, RW&17 & RW818.
o melal stud nonload bearing-3-518" etud
width: RW&11 , RW812, RW815, RW818,
RW823, & RW825..
. . fll8lal stud nonload-bearing-2-112' etud
, ' width: RW824.
, metal etud nonload-bearing chaee wall--
RW&19, RW&20, RW821 , and RW822.
LImitations:
~ 'stud epaclng not to exceed 18" O.c.
. 3/32" minimum bond coat thlcknlles.
. cementltloue backer unlta-maxlmum
ecraw or nail epacing, 8" o.c.
t ~eum board-fnl!Xlmum - or nail
spactng, II" o.c. at edgas and 12" o.c. In
field for face layer; 24' o.c. for baee
layer.
Design R.qulrem.nts: (T.st R.ports)
~ RW811 & RW812-UL1443 & 443 all.
o RW813&RW814-ULIU329&U329all.
. RW&15 & RW816-ULI442 & 442 alt. (Fire
, Reelelance). USG 640321 & 640313
(Sound Tranemlselon).
! RW817 & RW816-WHI495-0505 & 495-
0508 (Fire Reelslance). USG 640523 &
640518 (Sound Tranemleelon).
. RW819 & RW82D-UL1445 & 445 all. (Fire
Reelelance). USG 640524 & 840515
(Sound Tranemlselon).
. RW&21 & RW&22-ULl444 & 444 all.
! RW&23-WHI-694-0189.
, RW824-NG C3088 & C3087
, RW825-WHI-6Q4-0400.11.
ULI-Underwrlters Laboratory Inc.
USG-Unit.d States Gypsum.
VVHI-Warnock Hersey InternationaL
';;.f ,NG-Natlon,,1 Gypsum.
. -,'. . ~'," " '1,':"'-, , : ' . -I.
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-'
Mat.rlahl (Raf.r to p.talll):
. (1) glazed ceramic walltil......ANSI
A137.1. '
. (2) bond coat-latex-Portland cement
mortar ANSI A118,4 or organic
adheaive ANSI A136,1, Type 1.
o (3) bond coat-dry-aet mortar ANSI
A118.1. .
. (4) 112"-thlck cementlUous backer
units-QIrtified by manufacturer aa
auitable for Intended use.
. (5) 7/16"-thlck cementltioua backer
unlta-certlfied by manufacturer as
auitable for Intended uae.
. (6) metal atuda-25 gauge. 3-518" x 1-1/4"
ASTM ~5. Floor and ceiling tracka,
3-5/8" x 1-114",
o (7) metal atude-25 gauge, 2-1/2" ASTM
C-645. Floor and ceiling tracka,
2-1/2" x 1-1/4".
. (8) metal atuds-20 gauge, 3-518" ASTM
C-845. Floor and ceiling tracka,
3-5/8" x 1-1/4". .
. (9) wood atuds-3-112" x 1-1/2", Floor
and ceiling platee 3-1/2" x 1-1/2".
. (10) mlneralfiberlnaulation-3"mlnimum
thlckneas.
. (11) minerai fiber inaulallon-3-1/2"-thlck.
. (12) minerai fiber InauleUon-3-5/8" x 8"
blanket, 2.5 Iba./cu. ft.
, (13) minerai fiber Inaulatlon-1-112"
minimum thlckneaa.
. (14) mlnaral fiber Inaulallon-2"-thlck,
Required for STC rating of 53.
. (15) gypsum boerd-518"-thlck, Type X,
ASTM C-36.
. (18) eroaa braClb-112' x 12" x chase
width gypaum penel speced 48" o.c.
horlzonlally and vertically.
o (17) 4-mll polyethylene film (when
required aa moisture barrier) .
. (18) metalla~, galvanized or
painted, axpended metallalh, 3,4 Ib&Jaq,
yd. '
. (19) mortar becl-1 pert portland cement,
1 part II"",, 8 partt !land.
, (20) mlf'-thlcll fi~-c;ement'
. \ln~llrl.ymon\..-rtIfted by th.'. ,
'j mllnuflllllursr.s sU.b111 lor the
" Intended u...
~.
c:
W RW RW AW ~
~ 823 824 825 ~
..
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ia
Sll"
o 4-mil polyethylena film (when required aa
moistura barrier),
. standard tila groul.
. 2" 9111aa fiber mE>ah tape.
. acrawa-1-1/4" Type S; 1-5/8" acrew for
double layer gypsum board.
o nalla-1-1/2" galvanized roofing for
cementlUoua bac:ker unlta; 1-3/8" ring
ahank for gypaulO wall board; 1-7/8" nail
for double layer gypaum board.
Praparatlon by Oth.r TradeS:
. gypaum board tace layer jointe must ba
taped and finished with minimum of two
coata of joint compound. Finiah faatener
heada.
d offset atuds on each aide of chaae walla.
Preparation by Tile Trade:
. Inatallatlon of cemenUlloua backer unlta:
-cloaely fit horizontal and vertical joints
and cornera wllhouttouchlng, leaving a
maximum apaca of 1/8".
-embed 2"-wllle gla8& fiber maah tape In
a skim coat of the aetllng material over
jointa and cornlna.
TIl. Installation:
~ RW823-any Method over aolld backing.
. RW824-see Method W222.
. RW825-aea Method W244.
. all othera-aee Methoda W223 or W244,
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WALLS, INTERIOR
SOUND-RATED I FIRE-RATED
Wood pr Metal Studs
Portland CemltOt Mortar or Cementltlous Backer Unit. (CBU) I Assemblle. or Gypsum Board
RW800.02
RW819.02
RW820.02
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J.t~~~\~ <."'" -J).t)~..~.:t!;/i..i;.~:'!.<.~:;\\~:i,;. . ~::';' ; ',I ".~ ~ ;~l;J!
!<'\"'~"':~"\'1i\<,b;'\\f""":""~'i.;:;, ,". I ,., .. "'.!,' . , . ,
N<?Tf:f1re $~fI! ~,.n ~ ,re'9/l!Hlffffl f11 "" fire ~ f/KC(lP/ "'e/hod RWB24, which Is sound-retBd (HI/y.
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39
MOVE MEN T J 0' NT S Use These Details for Control, Contraction, and Isolation Joints (Ref. pg. B).
Vertical & Horizontal Movement Joint Design Essentials EJ171-02
. ." j:xpallslo" ~gl"t
CfAAMIC TILe
OOND COAT
ITbmcifPD
~~~MMlAANe
CONCwe OR WOOD
5eAlANT
Materials:
. back-up strip shall be a ftexlble and
compralSible type of closed-cell foam
polyethylene, Ilulyl rubber, or open cell
aml cloaed cell pOlyurethane, rounded at
BOND IlReAAeR Tm surfaco to cql1jaC\ ..alant, as ,hown In
1lAC';'-UP 5T1WCTUlW- detail, above, al1d as recommended by
JOINT sealant manufacturera. II must ftt neatly
RecommendatIons: Into the joint without compacllng and to
~' Interlor-24'to 36' In Mch dlrecllon. such a height to allow a sealant depth of
. exterlor-12' \0 16' In each direction. 1/2 the width of the joint. Sealant must not
bond to the Ilack-up material.
, Interior IIlawor\( exposed \0 direct sunlight . suitable sealants Include silicone,
or moisture-8'to 12' In each direction. urethane, and polysulfide. Generally,
~ where tllewor\( ebuts restraining surfaces urethane sealants are recommanded for
such as perll'f18tar walls, dissimilar "oora, exterior vertical tile surfaces and both
curbs, columns, pipes, ceilings, and exterior and Intarlor horizontal IIle
where changes occur In backing surfacas, Including tiled traffic areas.
materials. Sealants In traffic areas require a Shore
~ all expansion, control, construction, cold, A hardness of 35 or greater.
and seismic joints In the structure should . silicone sealants may be used on both
conllnue through the IIlewor\(, Including exterior and Interior vertical tile surfaces.
such joints at vertical surfaces. Sln9le-component, mildew-resistant
~ joints through tlle~r\( directly over silicone sealants are formulated with
structural Joints must never be narrower fungicide for sealing Interior joints In
than the structural Joint. ceramic tile showera, and around tubs,
sinks and plumbing fixtures.
Expansion Joint Width (Vertical & . use sealants complying with ASTM C-920,
Horizontal): ' which designates sealants according to
. exterior (alltlle)-mlnlmum 318" for Joints Type, Grade, Class, and Uses. The
12' on centar, minimum 1/2" for joints 18' following are suitable for usa In tllawor\(:
on center. Minimum widlhs must be . Type S-single-component sealant.
Increased 1/16" for each 15'F tile surface . Type M-mulli-component sealant. "
tempereture change greeter than 100'F . Grade p-sealants for Joints on horizontal
betwaen summer high and winter low. surfaces.
(Decks exposed to the sky In northern . Grada NS-non-sagglng saalants for
U.S.A usually require 3I4"-wlde Joints on joints In vertical surfaces.
12' centera.) . Class 25 and 12%-ldentlfies sealants
. Interior for quarry tile and pever tII_ which can withstand an Increasa and
same as grout joint, but not lass than 1/4". decrease of +/-25% or +/-12%% of joint
~ Intarlor for ceremlc mosaic tile and glazed width.
well t11e-preferred notlesa than 1/4", but . Use T-uHln joints subjected to
never less than 1/6". pedestrian and vehicle traffic.
Preparation: . Use NT-sealants for nontrafflc expo-
. tile edges to which the sealant will bond sures.
must be clean and dry. Sanding or . Uses M and G-sealants that will remain
grinding of these edges Is recommended adhered to mortar (M) and glasl (G) ara
to obtain optimum sealant bond. suitable for use with \IIework.
. primer on these tile edges II mandatory . some sealants require edge priming.
when recommended by the Halant Consull manufacturer's specifications.
manufacturer. Care must be taken to keep . manufactured/pre-formed joint profiles are
primer off IlIe faces. available. Consult manufacturer.
Architect must spBCIfy movement joints and show Iocat/on and details on drawings.
Note: Preparation of openings left by the tile contractor and Instilllat/on of back-up strip and sealant
should be specified In the Caulking and Sealant sect/on of the Job specification,
The performance requirements of cetlaln special locations, such as exterior swimming pools, daltles, food plants, etC., may excead the minimum
requirements of the sealant spBCIflcatlons given above. Therefqre, follolV recommendaUons of experienced manufacturers as to specific sealants
suitable In the Job environment. In some severe environments, 1I program for regular maintenance 01 sealant In joint. may be required.
~;;;I)' small rooms ~e:;: f2~) ~111/s0 Illong /hO '~. of narrow ~ (!,Sf than '2', fXPI'/18fOn joints may not be needed.
;-,
~:.,~:.~~:~~~~..:~,~-:~: .""
}" t~
!SOI!l~o!lf~Pllll~lo" Joint
, " ceAAMlc TILe,
; aoND.coAT" .
~,O~ MA5?f'lRY.
, I
?~.i'
,-'. : {" ~.
Construction Joint
CfAAMIC me
MORTAR IlED
CONcwe
5EAlANT . IlACI'.-UP
OOND COAT
JOINT
i
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ll.
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8
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Cold JoInt.:
. cold joints are formed primarily between
slab pours where the size of a concrete
slab may be too large to be poured at one
lima. The remainder ot the slab would be
powed at a later time, forming a cold joint
betwaen the two sections. Such joints
lhould be shown on architectural
drawings.
. a cold Joint become. a weakened
Joint that, upon movement, will
crack, permitting leakage or buck-
ling and cracking of a tile floor set
over Ihe slab.
. some large slabs on-grade are poured
monoUthlcally, then later saw-cut at
intervals, providing controVcontractlon
joints to allow for cracking atthele
weakened points.
Inatallatlon:
. movement joints In IIle should be located
over all cold joints and saw-cut control
joints.
. joints In \lie and selling materials shall
never be less than tha width of the saw-
cut control joint width. Praparatlon and
. Instailatlon shall be as required for
. movement joints.
. to Insure thatlocallon ot joints In IIlewor\(
align with exlsllng joints In substrata,
jolntl In llIework should be constructed
during installation at mortllf beds and/or
lila, rather than law-culling joints after
installation.
d kaap movllmant joint cavllles open and
frae of dirt, dabris, grout, mortar, and
" sailing maleriall.
. sat compressible back-up strip when
mortar Is placed or ulillze removable wood
strip to provide space for back-up after
mortar hal cured.
. InstaU lealant after IIlewor\( and grout are
dry. Follow lealant manutacture"l rec-
ommendallons.
. reter to saalant sactlon In ANSlllle
Installallon specificallon.
,
4
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_._.._,-_.__.~------- ...--.--.-
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':'.. r;,:_",~::,~::\~!..i~;':l!'\,:..' ;~.~.,' ,'<_~A{i..< ,;:~ '.(J;',_~- it {d;'_t:~t,._:,,~\
'\ ~ ~;,> --,I "'1~:'" ..~.;,t'~.t:"''''(\l,~~:'i.;.'' 'f~: :,.,_,.,..r~"'.:r~"~'i,il'. ' .,~..'.., .~"!~'"
~:j~;.,; ~., .t<:~::',~,': ";," ,....
The Tile Council of AmerlCil, Inc. (TCA)
licenses the manufacture of products
Invented by Its Research Center.
(A) Dry-Set MoJtar and GrotM
(B) Epoxy Mortlir al1d Grout for
Unglazed Tile,
(C) Epoxy Grout for Glazed Tile'
(D)Epo~ Adl1eslve for SettlnQ Tilt
TILE COUI<<lIL 01' AlII!IICA, _
;-',
."'''-';;''''''.''''
';"1
'\'
TILE COUNCIL I-ICENSEES
Domestic
. Bonsai Company, 8201 ArrowrIdge Blvd"
Charlotte, N. C. 28224, Tele: (800) 334-
0784, Fax: (704) 529-5281: 4083 Bonsai
Road, Conley, Georgia 30027; 6455 N.
59th st., Tampa, Fla. 33810; 1200 NW.
18th Street, Pompano Beach, Florida,
33080; 8555 Corporate Drive, ClnclnnaU,
Ohio, 45242 (ABCD)
· Jamo, Inc., 8850 NW. 79th Ave., Miami,
Florida 33188, Tele: (800) 828-8852, Fax:
(305) 883-5591 (A)
. Southem Grouts & Mortars, Inc., 1502
South_sl 2nd Place, Pompano Beach,
Florida 33089, Tele: (964) 943-2288, Fax:
(964) 943-2402; P.O. Box 887, Red Oak,
Texas 75164; 1841 Railroad st., Corona,
CA 91720 (A)
~ Summilville Tllel, Inc., P.O. Box 73,
Summitvllle, Ohio 43982, Tele: (330) 223-
1511, Fax: (330) 223-1414; 9800 Welt
Tld_II Rd., Houllon, TX 77041; 1718
Premier R_, Orlando, FL 32809 (ABCD)
. TEC Inc., an H. B. Fuller Co" 315 South
Hicks Road, PalaUne, IL 80087, Tele: (800)
323-7407, Fax: (847) 358-9510 (B)
~ Wesllndlan Produclll CorporaUon, P.O.
Box 384427, San Juan, Puarto Rico
" ,00938-4427, Tele: (787) 782-6804, Fax:
"".n;,;>,'. (7117) 75o.18iO (A):. ': ."
<~J~~;':~("~ " - t.\{.~},+:, ~ '
.' foreign
. Nan Shlng Colour Co., Ltd., 109 Chang
Chun Road, Taipei, Taiwan, R.O.C. (AB)
! OpUroc Group AB, Dlvlllon Dry Mix, SF.
~1800, Pal1!al, F/nla!1d (A) ,
.....
"'0" ":'01: ~'":\"L"ITY;
",:",..<,.,, ,', '. . ,;\ r~;~; !, '. " ~ '" . .' i
;; 1<r~' , ',i'. :,' ,
. , i
...starts from the floor up.
TeA publ;cations provide you the technical foundation
to bllild a reputation on quality ceramic tile and ceramic tile
installations.
2002 Handbook for Ceramic Tile InstallatIon
Architects, specification writers and contractors obtain up-to-date
technical infonnation for selecting "tried and true" floor and wall installations
based on perfonnance levels. (Spanish version available.)
CD-ROM ofthe 2002 Handbook for Ceramic Tile Installation
Infonnation is just a mouse click away using this Adobe Acrobat fonnat
that offers cross-reference hyperlinks between the TeA Handbook and
ANSI Al 08/118 standards. CAD files on the CD-ROM allow you to include
the correct system with less time and greater accuracy. This complete
resource provides the latest catalogs for ceramic tile, installation materials,
and related services. '
ANSI Specification for InstalJatlon'ofCeramic Tile
Commonly referred to as the "A I 08 Specification," this document
contains 12 installation specifications ranging ITOm mud-set to thin-set, plus II
installation materials specifications covering dry-set and latex portland
cement mortar, grout, membranes, and more.
ANSI Specification for CeramIc T!le
ANSI A 13 7.1 serves as the reference standard for manufacturers,
buyers, and specifiers of ceramic tile with requirements for physical
properties, grade marking, and certification,
TC,-\, 2002 f)'rectory ofU,S.Manufacturers
Architects, contractors, designers, and specification writers can reach
manufacturers of ceramic tile, manufacturing equipment and raw materials,
installation materials, and art/decorative tile studios.
TO^,,- Tile CQu~cil of America, Inc.
','. '. 100 ClomlOll RO_h Blvd., Andol'lOll, SC 29625
'lH.lH~.'.u , , fAX: 864.646.282 t Inlomol: WWW.lllouss.oOIl\ ErqU:lllorsIUl'O@U1ouls.ooll\
II
1
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~ ..............., ~ -.:;- ~....
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For over '50 years,Tile Council of America has been serving the U.S. markets for ceramic tile. Our member
companies help sustain the publication of this "Inslallation Handbook"-Iook for the Tile Council "Made in
USA" symbol on their products,
.""
, '"...."
,:1"(
~ _ ~.,~i>' "',
ASSOOATEMEMBERS
CARlBE CERAMICS, INC.
Phone: 713-532-6376
Fax: 713-532-5014
FERRO CORPORAnON
Phone: 216-a41-6560
Fax: 216-675-7290
JOHNSON-MATTHEY
Phone: 904-751-2826
Fax: 904-751-6828
PRECISION H20
, Phone: 509-536-9214
Fax: 509-536-9205
R.T. VANDERBILT CO., INC.
Phone: 203-853-1400
Fax: 203-653-1452
"
'''",
".
ASSOCIATE INSTALLATION
~TERJALSMEMBERS
AMoRllll INoUSTRIAL SOLUTIONS
Pt!one: 800-558-3206
, Fax: 262-862-2500
. JhAtlIlE CO!V'O/lATlON
. "" Phone: 770-936-9211
, Fax:' 770-936-9511
.~ '
Phone: 704-525-1621
Fax: 704-529-5281
BosnK FINDLEY, INC.
, Phone: 978-750-7355
Fax: 978-750-7212
C.cURE INTERNAnONAL
Phone: 800-895-2874
Fax: 562-598-4008
CERAIItC TOOl. COMPANY
'Phone: 800'236-5230
Fax: h 262-513-9332
CUSTOM BUILDING PRODUCTS
Phone: 562-598-8808
Fax: 562-598-4008
THE Pow CHEMICAL COMPANY
Phone: 800-447-4369
Fax: 517-832-1465
FORnFIBER CoRP.
Phone: 800-773-4777
Fax: 775-333-6411
GEORGIA-PACIFIC GYPSUM CO.
Phone: 800-234-3491
Fax: 404-230-7052
JAMES HARDIE BUILDING PRODUCTS
Phone: 949-348-4569
Fax: 949-387-0185
JAIKl, 'NC.
Phone: 305-885-3444
Fax: 305-883-5591
LAncRETE 'NTERNAnONAL, 'NC.
Phone: 203-393-0010
Fax:' 203-393-1684
!'lARK E. 'NDUSTRIES
Phone: 727-771-9470
Fax: 727-784-2972
MK DIAMOND PRODUCTS, INc.
Phone: 800-421-5830
Fax: 310-539-5158
NATlONAL APPI..JEo CONSTRUCllON
f>RooucTS, INc.
Phone: 330-644-3117
Fax: 330-841-3557
I\:
NATIONAL GYPSUM COMPANY
Phone: 704-365-7300
Fax: 800-329-6421
NATIONAL METAL SHAPES, INC.
Phona: 740-363-9559
Fax: 740-363-3000
THE NoeLE COMPANY
Phone: 231-799-8000
, Fax: 231-799-8850
SCHLIITER SYSTEMS, L.P.
Phone: 800-472-4588
Fax: 800-477-9783
TEC SPECIALTY PRODUCTS, INC.
Phone: 847-358-9500
Fax: 847-776-4320
TEMPLI! TILE
Phone: 936-829-1261
Fax: 936-829-1730
TEXAS CEMENT PRODUCTS, INC.
Phone: 800-669-0115
Fax: 713-688-2448
USGCORP.
Phone: 312.606-4000
Fax: 312-606-4093
WACKER POLYMER SYSTEMS
Phone: 517-264-8135
Fax: 517-:164-8137
ASSOCIATEART/STUDlO
MEMBERS
ALL TILED UP
Phone: 818-383-2624
Fax: 818-363-7212
AMERICAN RESTORATION TILE
Phone: 501.570-0300
Fax: 501-570-0303
ANIMA CERAMIC DESIGN
Phone: 011-52-415-33455
Fax: 508-437-0706
ARCHITERRA, INC.
Phone: 512-441.8062
Fax: 512-441-5258
ARTfIND TILE
Phone: 330-264-7706
Fax: 330-284.7709
ARncLEs, INC.
Phone: 508-429-8002
, Fax: 508-429-4436
BANAN ApPEAL
Phone: 770-938-8360
Fax: 770-938.8312
BAnK TILE
Phone: 888-692-2845
Fax: 301-990-0009
BOLD LIVING COLOR
Phone: 401-722-5206
Fax: 401-722-7216
BOYCE & BEAN NAlUlAL GLASS &
CLAY Co., INC.
Phone: 780-435-9396
Fax: 760-435-9398
BRAVE CLAY TILEWORKS
Phone/Fax: 617-628-6550
BRITrANY & Cooas
Phone: 603-742-5122
Fax: 603-742-5174
CAMBRIA
Phone: 952-944-1678
Fax: 952-944-7675
CHASE TILES
Phone: 417-348-0843
Fax: 417-348-0883
THE CLAY PALETrE
Phone: 310-632-1990
Fax: 310-632-1996
CREATIVE EDGE CORPORATION
Phone: 641-472-8145
Fax: 641-472-2848
CRlsnNA ACOSTA ART STUDIO
Phone: 541-388-5157
Fax: 541-317-5586
CTAA I SHERLE WAGNER INT'L
Phone: 212-758-3300
Fax: 212-207-8010
CULTUS BAY TILE
Phone: 360-579-3079
Fax: 360-579-1060
D. SIM! TILEWORKS
Phone: 518-398-1023
DECO ART TILE, INC.
Phone: 407-850-0404
Fax: 407-816-8319
DESIGNS IN TILE
Phone: 530-926-2629
FBX: 530-926-6467
DuNtS STUDIOS
Phone: 210-497-5787
Fax: 210-497-8987
EARTHEN IMPRESSIONS 'NT'L, INC.
Phone: 719-481-0336
Fax: 719-481-0404
FINE ART TILE
Phone: 210-301-1192
Fax: 210-301-1194
FRESH FISH CERAMIC TILES
Phone: 612.824-3325'
Fax: 612-824-1235
FURNACE HILL TILE
Phone/Fax: 610-965-2374
GARDEN GRACE
Phone: 209-966-4781
Fax: 209-966-3381
HARMONY BALL Co.
Tel:' 614-469-0600
Fax:' 614-469-0140
HISTORICAL TILE DESIGN Co.
Phone: 760-'122-6199
Fax: 760-722-3783
HOUSE ON THE HILL 5 IUDIO
Phone/Fax: 4(14-982-9419
ILLAHE TILEWORKS
Phone: 541-488-5072
Fax: 541-488-2741
J. L. CREATIONS
Phone/Fax: 803-739-1018
LA Luz CANYON STUDIO
Phone: 505-81l9-9977
Fax: 505.898-8819
LUTZ TILE
Phone: 253-840-5011
Fax: 253-840-8545
MARIN DESIGN WORKS
Phone: 415-864-2605
Fax: 415-884-9401
MOTAWI TILEWORKS, INC.
Phone: 734-213-0017
Fax: 734-213-2569
NOCERA ART TILE Co.
Phone: 570-729-7946
Fax: 570-729-7317
NORTH PRAIRIE TILEWORKS
Phone: 612-871.3421
Fax: 612-871-2923
OCEANSIDE GLASSTILE Co
Phone: 760-929-4085
Fax: 760-929-:'>160
RED STAR TILE
Phone: 210-527-1933
Fax: 210-223-7910
RONALD J. GOEKE STUDIO
Phone: 609-397-8705
ROWE POTrERY WORKS
Phone: 800-356-76 d 7
Fax: 608-423-42/3
SALT MARSH POTrERY, LTD.
Phone: 508-636-4813
Fax: 508-636-3622
SMASHING TILES, LLC
Phone/Fax: 502-241-1790
STRATfORD TILEWORKS
Phone: 609-588-0556
Fax: 609-588-8333
SURVING STUDIOS
Phone: 845-355-1430
Fax: 845-355-1517
TERRA FIRMA
Phone: 803-643-9399
Fax: 803-643-9164
TILE ARTISANS
Phone: 530-534-3563
Fax: 530-534-1290
TILEMAKERS, INC.
Phone/Fax:678-798-0999
TIMELESS TILES
Phone: 215-249-4848
Fax: 215-249-4849
TRIKEENAN T'LEWORKS
Phone: 603-352-4299
Fax: 603-352-9843
VITRIUM CORPORATION
f'I1on&Fax: 887-848-7486
W,RTHlSALANDER STUDIOS
Phone: 203-852-9449
WISEMAN SPAULDING DESIGN
Phone: 207-862-3513
Fax: 207-862.4513
43
.'
SHERIFF'S RETURN - OUT OF COUNTY
CASE NO: 2002-03355 P
COMMONWEALTH OF PENNSYLVANIA:
COUNTY OF CUMBERLAND
ANDERS PATRICK ET AL
VS
WIRTH FRANK ET AL
R. Thomas Kline
, Sheriff or Deputy Sheriff who being
duly sworn according to law, says, that he made a diligent search and
and inquiry for the within named DEFENDANT
, to wit:
WIRTH FRANK
but was unable to locate Him
in his bailiwick. He therefore
deputized the sheriff of YORK
County, Pennsylvania, to
serve the within COMPLAINT & NOTICE
On July
23rd , 2002 , this office was in receipt of the
attached return from YORK
Sheriff's Costs:
Docketing
Out of County
Surcharge
Dep York County
18.00
9.00
10.00
39.87
.00
76.87
07/23/2002
STEPHEN HOGG
R. Thomas Kline .
Sheriff of Cumberland County
Sworn and subscribed to before me
this
day of
A.D.
Prothonotary
SHERIFF'S RETURN - OUT OF COUNTY
CASE NO: 2002-03355 P
COMMONWEALTH OF PENNSYLVANIA:
COUNTY OF CUMBERLAND
ANDERS PATRICK ET AL
VS
WIRTH FRANK ET AL
R. Thomas Kline
, Sheriff or Deputy Sheriff who being
duly sworn according to law, says, that he made a diligent search and
and inquiry for the within named DEFENDANT
, to wit:
W&S BUILDERS INC
but was unable to locate Them
in his bailiwick. He therefore
deputized the sheriff of YORK
County, Pennsylvania, to
serve the within COMPLAINT & NOTICE
On July
23rd , 2002 , this office was in receipt of the
attached return from YORK
Sheriff's Costs:
Docketing
Out of County
Surcharge
6.00
.00
10.00
.00
.00
16.00
07/23/2002
STEPHEN HOGG
Sd~
R. Thomas K e
Sheriff of Cumberland County
Sworn and subscribed to before me
this
day of
A.D.
Prothonotary
-
YORKTOWNE BUSINESS FOMAS. (717) 225-0363. FAX (717) 225,0367
s/w
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COUNTY OF YORK
1 of 2
OFFICE OF THE SHERIFF
28 EAST MARKET ST,. YORK. PA 17401
SERVICE CALL
(717) 771.9601
SHERIFF SERVICE
PROCESS RECEIPT and AFFIDAVIT OF RETURN
INSTRUCTIONS
PLEASE TYPE ONLY LINE 1 THRU 12
DO NOT DETACH ANY COPIES
1. PLAINTIFF/S/
Patrick Anders et al
2. COURT NUMBER
O?- .,.,~~ ~;H; 1
4. TYPE OF WRIT OR COMPLAINT
3. DEFENDANT/SI
Frank Wirth et al Notice & Canplaint
5. NAME OF INDIVIDUAL, COMPANY, CORPORATION, ETC. TO SERVE OR DESCRIPTION OF PROPERTY TO BE LEVIED, ATTACHED, OR SOLD.
Frank Wirth
6. ADDRESS (STREET OR RFO WITH BOX NUMBER, APT. NO., CITY, BORD, TWP., STATE AND ZIP CODE)
612 NalNoo Road Lisburn. York County
7. INDICATE SERVICE: U PERSONAL U PERSON IN CHARGE::J DEPUTIZE
SERVE
..
AT
{
NOW
[J OTHER
e sheriff of
rding
Julv 16 , 200~ I, SHERIFF OF
York COUNTY to execute t
to law, This deputization being made at the request and risk of the plaintiff,
8. SPECIAl INSTRUCTIONS OR OTHER INFORMATION THAT WILL ASSIST IN EXPEDITING SERVICE:
OUT OF COUNTY
CUMBERLAND
Cumberland
ADVANCED FEE PAID BY SHERIFF
NOTE: ONLY APPLICABLE ON WRIT OF EXECUTION: N.B. WAIVER OF WATCHMAN - Any deputy sheriff levying upon or attaching any property under within writ may leave same
without a watchman, in custody of whomever is found in possession. after notifying person of levy or attachment, without liability on the part of such deputy or the sheriff to any plaintiff
herein for any loss. destruction, or removal of any property before sheriff's sale thereof.
g TYPE NAME and ADDRESS of ATTORNEY / ORIGINATOR and SIGNATURE
STEPHEN J. HOGG 19 S. HANOVER ST. TE 101 CARLISLE, PA 17Q13
10. TELEPHONE NUMBER' 11. DATE FILED
245-2698
7-15-02
12 SEND NOTICE OF SERVICE COPY TO NAME AND ADDRESS BELOW: (This area must be completed If notice IS to be mailed).
CUMBERLAND CO. SHERIFF
SPACE BELOW FOR USE OF THE SHERIFF - DO NOT WRITE BELOW THIS LINE
14. DATE RECEIVED
7-17-02
15. Expiration/Hearing Date
8-14-02
13. I acknowledge receipt of the writ
or complaint as indicated above.
16. HOW SERVED: PERSONAL (
17,
POSTED ( )
POEt )
SHERIFF'S OFFICE ( )
OTHER (
SEE REMARKS BELOW
,
Y"ftM c 4
'1 2-+'2.
54 ~tj
23. Advance Costs
100.00
48. Signature of Forei n
County Sheriff
NATURE
7-19-02
49. DATE
34. Foreign County Costs
41. AFFIRMED and subscribed to before me this 1 9
42, day of JUL Y 20Jl243
, . PROT / NOTARY
51. DATE RECEIVED
1. WHITE - Issuing Authority 2. PINK - Attorney 3. CANARY - Sheriff's Office 4. BLUE _ Sheriff's Office
YORKTOWNE BUSINESS FOMRS. (717) 225-0363. FAX (717) 225-0367
,-
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~Ilt
COUNTY OF YORK
OFFICE OF THE SHERIFF
2 of 2
28 EAST MARKET 8T,. YORK, PA 17401
SERVICE CALL
(717) 771.9601
SHERIFF SERVICE
PROCESS RECEIPT and AFFIDAVIT OF RETURN
INSTRUCTIONS
PLEASE TYPE ONLY LINE 1 THRU 12
DO NOT DETACH ANY COPIES
1. PLAINTIFFISI
Patrick Anders et al
2. COURT NUMBER
O/-li~~ civ; 1
4. TYPE OF WRIT OR COMPLAINT
3. DEFENDANT/SI
SERVE
.
AT
{
NOW
U OTHER
e sheriff of
ccording
8. SPECIAL INSTRUCTIONS OR OTHER INFORMATION THAT WIll ASSIST IN EXPEDITING SERVICE:
ADVANCED FEE PAID BY SHERIFF
NOTE: ONLY APPLICABLE ON WRIT OF EXECUTION: N.B. WAIVER OF WATCHMAN - Any deputy sheriff levying upon or attaching any property under within writ may leave same
without a watchman. in custody of whomever is found in possession, after notifying person of levy or attachment, without liability on the part of such deputy or t~e sheriff to any plaintiff
herein for any loss, destruction, or removal of any property before sheriff's sale thereof.
9. TYPE NAME and ADDRESS of ATIORNEY / ORIGINATOR and SIGNATURE
STEPHEN J. HOGG 19 S. HANOVER ST. STE 101 CARLISLE, PA 17013
12. SEND NOTICE OF SERVICE COpy TO NAME AND ADDRESS BELOW: (ThiS area must be completed If notice IS to be mailed).
CUMBERLAND CO. SHERIFF
SPACE BELOW FOR USE OF THE SHERIFF - DO NOT WRITE BELOW THIS LINE
13. I acknowledge receipt of the writ R. AHRENS 14. DATE RECEIVED 15. Expiration/HearingDate
or complaint as indicated above. 7 -17 -02 8-14-02
10. TELEPHONE NUMBER 11. DATE FILED
245-2698
7-15-02
16. HOW SERVED: PERSONAL (
RESIDENCE (
POSTED I I
POEI I
SHERIFF'S OFFICE ( )
OTHER I
SEE REMARKS BELOW
17. U I hereby certify and return a NOT FOUND because I am unable to locate the individual, company, etc. name above. (See remarks below.)
18. NAME AND TITLE IVIDUAl SERVED /lIST ADD ~RE OWN ABOVE (Relationship to Defendant)
~
21,
22. REMARKS:
23. Advance Costs
33. Costs Due or Refund Check No.
34,
40. Costs Due or Refund
42. day of
41. AFFIRMED and subscribed to before me this
JULY
49,
51. DATE RECEIVED
1. WHITE - Issuing Authority 2. PINK - Attorney 3. CANARY - Sheriff's Office 4. BLUE _ Sheriff's Office
PRAECIPE FOR LISTING CASE FOR ARGUMENT
(Must be typewritten and sul:Jnitted in duplicate)
TO THE PROTHONOTARY OF CUMBERLAND COUNTY:
Please list the within matter for the next ArgI:IIleDt Court.
---------------------------------------------------------------------------------------
CAPTION OF CASE
(entire caption must be stated in full)
Patrick Anders and
Grace Anders
(Plaintiff)
vs.
Frank Wirth and
W&S Builders, Inc.
(neferoant)
No. 02-3355 Civil
t9 2002
1. State matter to be argued (Le.. plaintiff's notion for new trial, deferoant's
denurrer to canplaint, etc.):
Defendant's Preliminary Objections to Plaintiff's Complaint
2. Identify counsel who will argue case:
(a) for plaintiff:
Address:
stephen J. Hogg, Esquire
19 S. Hanover street, Ste. 101
Carlisle, PA 17013
(b) for deferoant: William L. Adler, Esquire
Address: Adler & Adler
P.O. Box 11933
125 Locust street
Harrisburg, PA 17108
I will notify all parties in writing within b<<) days that this case has
been listed for argunent.
3.
4.
~t Court Date: October 23, 2002
Dated: 09/26/02
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PRAECIPE FOR LISTING CASE FOR ARGUMENT
(Must be typewritten and subnitted in dupJ irate)
TO THE PROTHONOTARY OF CUMBERLAND COUNTY:
please list the within matter for the nell:t ArgUnent Court.
-------------------------------------------------------.--------------------------------
CAPTION OF CASE
(entire caption must be stated in full)
Patrick Anders and
Grace Anders
(plaintiff)
vs.
Frank Wirth and
W&S Builders, Inc.
(Defemant)
No. 02-3355 Civil
X9 2002
1_ state matter to be argued (Le., plaintiff's notion for new trial, defemant's
demJrrer to canplaint, etc.):
Defendant's Preliminary Objections to Plaintiff's Complaint.
2. Identify counsel who will argue case:
(a) for plaintiff:
Address :
stephen J. Hogg, Esquire
19 S. Hanover street, Ste. 101
Carlisle, PA 17013
(b) for defemant: William L. AdlE:!r, Esquire
J\dd:ress: Adler & Adler
P . 0 . Box 11 933
125 Locust street
Harrisburg, PA 17108
3. I will notify all parties in writing within 1::'NO days that this case has
been listed for argment.
4. Argunent Court Date: January 8, 2003
Dated:
.//",
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Attorney
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PATRICK ANDERS AND
GRACE ANDERS,
PLAINTIFFS
: IN THE COURT OF COMMON PLEAS OF
: CUMBERU~ND COUNTY, PENNSYLVANIA
V.
FRANK WIRTH AND W&S BUILDERS,
INC.,
DEFENDANTS
: 02-3355 CIVIL TERM
IN RE: PRELIMINARY OBJECTION OF DEFENDANTS
TO PLAINTIFFS' COMPLAINT
BEFORE BAYLEY, J. AND GiUIDO, J.
ORDER OF COURT
AND NOW, this
ll{
day of January, 2003, the preliminary
objection of defendants to plaintiffs' complaint, ARE DISMISSED.
Stephen J. Hogg, Esquire
19 S. Hanover Street, Suite 101
Carlisle, PA 17013
For Plaintiffs
William L. Adler, Esquire
P.O. Box 11933
125 Locust Street
Harrisburg, PA 17108
For Defendants
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PATRICK
ANDERS,
ANDERS and
Plaintiffs
GRACE
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
v.
CIVIL ACTION - LAW
FRANK WIRTH and W&S BUILDERS,
INC. ,
Defendant
NO. 02-3355 CIVIL TERM
NOTICE TO PLEAD
You are hereby notified to plead to the enclosed New Matter within
Twenty (20) days from service hereof or a default judgment may be entered against you.
Respectfully submitted,
ADLER & ADLER
William L. Adler, Esquire
ADLER & ADLER
P.O. Box 11933
125 Locust St.
Harrisburg, P A 17108
717-234-3289
Supreme Court ill Number 39844
Attorney for Defendant
Dated: February 27,2003
PATRICK
ANDERS,
ANDERS and
Plaintiffs
GRACE
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
v_
CIVIL ACTION - LAW
FRANK WIRTH and W&S BUILDERS,
INC _ ,
Defendant
NO. 02-3355 CIVIL TERM
ANSWER AND NEW MATTER OF DEFENDANTS
AND NOW COMES the defendants, Frank Wirth and W&S Builders,
Inc., through its attorneys, Adler & Adler, and respectfully
represents the following:
Count I
I. Admitted
2. Admitted
3. Admitted
4. Admitted
5. Admitted
6. Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
7. Admitted in part and denied in part. It is admitted that defendant returned to the property to
attempt to satisfy the plaintiffs. It is denied that the "problem" was caused by the work of
defendants.
8. Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
-1-
Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
Denied. The defendant did honor the 1998 agreement by returning to retile the floor.
Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
Denied. It is believed that the problem with the tile was corrected and that plaintiffs are
causing the ongoing problems with the tile.
Denied. It is believed that said work was performed in a workmanlike manner.
Denied. The standards set forth in the 1998 agreement cannot be measured and should be
restricted to a standard of reasonableness.
Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
WHEREFORE, Defendants respectfully request that plaintiff's complaint be dismissed.
9.
10.
11.
Admitted in part and denied in part. It is admitted that Frank Wirth signed the document
attached as Exhibit 3. The document speaks for itself
Admitted.
12.
13.
14.
15.
16.
17.
Count IT
18. The answers to paragraphs 1 through 17 are incorporated herein.
19. a. Denied. There are no warranties under that agreement.
b. Denied. This is a legal conclusion, implying a warranty, and no responsive pleading is
required.
c. Denied. This is a conclusion oflaw as to what warranties may apply, and is too vague to
answer.
20. Denied. After reasonable investigation defendant is without knowledge or information
-2-
sufficient to form a belief as to the truth of this averment.
Count ill.
21. The answers to paragraphs 1 through 20 are incorporated herein.
22. a. Denied. This is a conclusion oflaw to which no responsive pleading is required. By way
of further answer thereto, plaintiffs have not alleged any affirmative representations.
b. Denied. This is a conclusion oflaw to which no responsive pleading is required. By way
of further answer thereto, plaintiff has not alleged the existence of any written guarantee or warranty.
c. Denied. The standard, if any, in the 1998 document is not measurable.
d. Denied. No such conduct has been alleged.
23. Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
24. Denied. Plaintiffs have failed to sufficiently describe said warranty. There is no written
warranty.
25. Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
26. Denied. After reasonable investigation defendant is without knowledge or information
sufficient to form a belief as to the truth of this averment.
27. Denied. This is a conclusion oflaw to which no responsive pleading is required.
WHEREFORE, Defendants respectfully request that plaintiff's complaint be dismissed.
NEW MATTER
28. Paragraphs 1 through 27 are incorporated herein by reference.
29. Any damages sustained by Plaintiff were as a direct result of Plaintiff's own acts or omissions
and/or as a result of the acts or omissions of third parties or conditions which were beyond
-3-
the control of defendants.
30. The document listed as exhibit 3 on plaintiff's complaint is dated May 14, 1998.
3 1. The complaint of plaintiff was not filed until July 17, 2002.
32. The statute of limitations has expired precluding plaintiffs from pursuing this action.
33. Plaintiffs' claims are barred by the statute of limitations.
34. Plaintiffs' claims are barred by estoppel.
35. Plaintiffs' claims are barred by waiver.
36. Plaintiffs' claims are barred by laches.
37. The 1998 document is signed by Frank Wirth, individually.
38. W&S Builders, Inc. is not a party to this agreement.
39. W&S Builders, Inc. has no obligation to Plaintiffs and should be removed as a defendant in
this suit.
WHEREFORE, defendants respectfully request that plaintiffs' complaint be dismissed.
Respectfully submitted,
c{ Att~
~ ~ A lor, Esquire
Attorney for Defendants
ADLER & ADLER
P.O. Box 11933
125 Locust St.
Harrisburg, PA 17108
717-234-3289
Supreme Court ID Number 39844
February 21,2003
-4-
VERIFICATION
I VERIFY THAT THE STATEMENTS MADE IN THE FOREGOING PLEADING
ARE TRUE AND CORRECT. I UNDERSTAND THAT FALSE STATEMENTS HEREIN ARE
MADE SUBJECT TO THE PENALTIES OF 18 Pa.C.S.A. Section 4904 RELATING TO
UNSWORN FALSIFICATION TO AUTHORITIES.
DATE:
)... - 2,S" .-/' 200:3
~~~
Frank Wirth
CERTIFICATE OF SERVICE
I, William L. Adler, Esquire, Attorney for Defendants, hereby
certify on the 27 day of Februarv ,
2003, I served a copy of the within answer and new matter upon the
following person by first class mail, postage prepaid, addressed as
follows:
stephen J. Hogg, Esquire
19 S. Hanover st.
Suite 101
Carlisle, PA 17013
~~
William L. Adler, Esquire
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LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
CIVil ACTION lAW
NO.: 02-3355
v.
FRANK WIRTH and JURY TRIAL DEMANDED
W&S BUilDERS, INC.
Defendants
PLAINTIFF'S ANSWER TO NEW MATTER
28. Paragraphs 1-27 of the Complaint are incorporated herein as if
fully set forth.
29. It is specifically denied that any damages sustained by Plaintiff
were as a direct result of Plaintiffs own acts or omissions and/or
as a result of the acts or omissions of third parties or conditions
which were beyond the control of Defendants.
30. Admitted.
31. Denied. Plaintiff's Complaint was filed July 15, 2002.
32. Denied. Defendants have not pled the specific statute of
limitations applying here which would preclude Plaintiffs from
pursuing this action. By way of further answer, Plaintiffs allege
that the Defendants did not advise Plaintiffs until September of
2000 that there is nothing further they would do to correct the
problems with the tile floor. Plaintiffs assert that if a two-year
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
statute of limitation does indeed apply here, it would start
running in September of 2000.
33. Denied.
34. Denied and proof thereof is demanded at trial.
35. Denied and proof thereof is demanded at trial.
36. Denied and proof thereof is demanded at trial.
37. It is specifically denied that the 1998 document identified as
Exhibit 3 as a Complaint binds only Frank Wirth individually as it
begins "I Frank Wirth as builder", By way of further answer,
Plaintiffs assert that since the original construction agreement
was between Plaintiffs and W&S Builders they were entitled to
presume that Defendant Frank Wirth was acting as W&S
Builders, Inc.
38. Denied.
39. Denied.
Wherefore, Plaintiffs renew their request for Judgment in their
favor and against Defendants jointly and severely in the statutory
arbitration limits of $25,000.00 plus interest and costs.
Respectfully Submitted,
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
CERTIFICATE OF SERVICE
I, Stephen J. Hogg, Esquire, Attorney for the Plaintiffs, hereby
ertify that I did on this day serve one true and correct copy of the
ttached Plaintiffs Answer To New Matter by United States Mail, postage
pre-paid, addressed to the following:
William L. Adler, Esquire
Adler & Adler
P.O. Box 11933
125 Locust Street
Harrisburg, PA 17108
Date: "5 ;;103
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IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
Patrick Anders and
Grace Anders, Husband and wife,
Plaintiffs
NO. 02--3355
CIVIL
2002
v.
Frank Wirth and
W&S Builders, Inc.
Defendants
RULE 1312-1. The Petition for Appointment of Arbitrators shall be substlmtially in the fqllowing fonn:
PETITION FOR APPOINTMENT OF ARBITRATORS
TO THE HONORABLE, THE JUDGES OF SAID COURT:
stephen J. Hogg, Esquire
respectfully represents that:
1. The above-captioned action (or actions) is (are) at issue.
2. The claim of the plaintiff in the action is $ 2 5 . 000 . 00
The counterclaim of the defendant in the action is
, counsel for the plaintiff/defendant in the above action (or actions),
-'
The following attorneys are interested in the case(s) as counselor are otherwise disqualified to sit as arbitrators:
stephen J. Hogg, Esquire William L. Adlert Esquire
WHEREFORE, your petitioner prays your Honorable Court to appoint three (3) arbitrators to whom the case shall be
submitted.
ORDER OF COURT'
. 2 0 6)~ in considerati.",' on of ili~
Esq., J /i 1-./ ...v )
, Esq., are appointed arbitrators in the above captioned action (or
Esq., and
actions) as prayed for.
By ilie cO/lb1, A Av\
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PATRICK
ANDERS,
ANDERS and
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GRACE
IN
THE COURT OF
CUMBERLAND
PENNSYLVANIA
COMMON PLEAS
COUNTY,
v.
CIVIL ACTION - LAW
FRANK WIRTH and W&S BUILDERS,
INC. ,
Defendant
NO. 02-3355 CIVIL TERM
NOTICE OF APPEAL
FROM THE AWARD OF BOARD OF ARBITRATORS
TO THE PROTHONOTARY:
Notice is given that Frank Wirth and W&S Builders, Inc. appeal
from the award of the board of arbitrators entered in this case on
July 16, 2003.
A jury trial is demanded. X (Check box if a jury
trial is demanded. Otherwise jury trial is waived.)
I hereby certify that
(1) the compensation of the arbitrators has been paid,
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William L. Adler, Attorney for Appellant
CERTIFICATE OF SERVICE
I, William L. Adler, Esquire, Attorney for Defendants, hereby
certify on the 13 day of August
2003, I served a copy of the wi thin Notice of Appeal upon the
following person by first class mail, postage prepaid, addressed as
follows:
Stephen J. Hogg, Esquire
19 S. Hanover St.
Suite 101
Carlisle, PA 17013
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William L. Adler, Esquire
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PRAECIPE FOR LISTING CASE FOR TRIAL
(Must be typewritten and subnitted in duplicate)
'IO THE POOTHOOOTARY OF CUMBERLAND COUNTY
Please list the following case:
(Check one)
x
for JURY trial at the next tenn of civil court.
for trial without a jury.
-----------------------------~-----------
CAPTION OF CASE
(entire caption must be stated in full)
(check one)
Patrick Anders and Grace Anders,
Civil Action - Law
X) Appeal from Arbitration
(other)
(Plaintiff)
vs.
Frank Wirth and W&S Builders, Inc.,
The trial list will be called on
and 10/7/2003
Trials conmence on 11 /3/2003
(Defendant)
Pretrials will be held on 10/15/2003
(Briefs are due 5 days before pretrials.)
vs.
(The party listing this case for trial shall
provide forthwith a copy of the praecipe to
all counsel, pursuant to local Rule 214.1.)
No. 02-3355 Civil 'rerm
2002
Indicate the attorney who will try case for the par-ty who files this praecipe:
Stephen J. Hogg, Esquire
Indicate trial counsel for other parties if known: WilliamL. Adler, Esquire
This case is ready for trial.
Esquire
Print Narre: Stephe
Date: 09/0')/0,
Attorney for: Pl;a;n....irTC'!
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Patrick Anders and Grace Anders
: IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
V
Frank Wirth and W & S Builders, Inc.
: NO. 02-3355 CIVIL TERM
ORDER OF COURT
AND NOW, October 7, 2003, counsel having failed to call the above case for
trial, the case is stricken from the November 3, 2003 trial term. Counsel is directed to relist the
case when ready.
By the Court,
~hen J. Hogg, Esquire
For the Plaintiff
Allliam L. Adler, Esquire
For the Defendant
Court Administrator
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LAW OFFICES OF
STEPHEN]. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
v.
IN THE COURT OF COMMON PLEAS
CUMBERLAND COUNTY,
PENNSYLVANIA
CIVIL ACTION LAW
NO.: 02-3355
FRANK WIRTH and : JURY TRIAL DEMANDED
W&S BiUILDERS, INC.
Defendants
PRAECIPE FOR DISMISSAL
TO THE PROTHONOTARY OF SAID COURT:
Please dismiss the Complaint in the above captioned matter
with prejudice.
Date: ~3
Respecttu, Submitted,
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Stephen ,J. Ho , quire
Attorney for Plaintiffs
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LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
PATRICK ANDERS and
GRACE ANDERS,
Husband and wife,
Plaintiffs
v.
: IN THE COURT OF COMMON PLEAS
: CUMBERLAND COUNTY,
: PENNSYLVANIA
: CIVIL ACTION LAW
: NO.: 02-3355
FRANK WIRTH and : JURY TRIAL DEMANDED
W&S BUILDERS, INC.
Defendants :
PRAECIPE TO DISCONTINUE
TO THE PROTHONOTARY OF SAID COURT:
Please dismiss the Complaint in the above captioned matter as
discontinued and settled with prejudice.
Date:~
Respectfully Submitted,
LAW OFFICES OF
STEPHEN J. HOGG
19 S. HANOVER STREET
SUITE 101
CARLISLE, PA 17013
CERTIFICATE OF SERVICE
I, Stephen J. Hogg, Esquire, Attorney for the Plaintiffs, hereby
ertify that I did on this day serve one true and correct copy of the
ttached Plaintiffs Praecipe to Discontinue by United States Mail,
postage pre-paid, addressed to the following:
William L. Adler, Esquire
Adler & Adler
P.O. Box 11933
125 Locust Street
Harrisburg, PA 17108
Date: c./P1/$
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tephen J. Ho
Attorney for Pia;
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