CTIOA


CERAMIC TILE INSTITUTE OF AMERICA, INC.

12061 Jefferson Blvd., Culver City, CA 90230-6219






CTIOA REPORT 81-1-2 (R-85)

SUBJECT:      (BEST) BEFORE ENDORSING START TESTING

                          Researched and Written by:  Manny Fleishman, CTC

INTRODUCTION:

1.    Tile contractors are advised to have a sound and practical understanding of what a tile job is all about.  A visit to the job site, during construction and when the preparatory work for the tile surfaces are under progress, is recommended.

2.    This job site visit should always be done before materials and crews are sent to start work.

3.    The person from the tile contracting firm making the visit needs the ability to perceive the significance of what is a good job.

DISCUSSION:

1.     The job site inspection is to check the backing and surfaces that are prepared by others for tile.

2.     Carry a two foot steel square, an eight foot straight edge and a four foot level.  Check the following items that apply to the work you have to do.

3.  INTERIOR WALLS                                                                               YES      NO

A.   Flat to 1/4" in 8                                                                               ____    ____

B    Plumb                                                                                                ____    ____

C.   Corners Square                                                                                  ____    ____

D.   Cracks in Scratch                                                                              ____    ____

E.   Scratch Solid and Even                                                                     ____    ____

F.    Drywall or W.R. Board – Joints taped and smooth                           ____    ____

G.    All Holes in Wall Accounted For                                                     ____    ____

H.    Electric Plugs and Switches at Proper Level                                    ____    ____

I.     Plumbing Pipes Correct Distance From Studs                                  ____    ____

J.     Concrete Block – Accepted Method of Handling                             ____    ____

K.   Concrete Poured Walls – Accepted Method of Handling                 ____    ____

 


 

 

 

4. INTERIOR FLOORS CONCRETE -(MORTAR METHOD)             YES      NO

 

A.    Room for mortar and tile                                                               ____    ____

B.    Concrete Clean and Rough                                                            ____    ____

C.    All Drains at Correct Height                                                          ____    ____

D.    Cold Joints                                                                                     ____    ____

E.    Expansion Joints                                                                            ____    ____

F.    Cracks -

(1)   Due to Shrinkage                                                              ____    ____

(2)   Due to Movement                                                             ____    ____

(3)   Due to Settlement                                                             ____    ____

(4)   What Reinforcing?

                             a.   Rods                                                                    ____    ____

                             b.   Wire                                                                     ____    ____

c.   Nothing                                                                 ____    ____

d.   Pan Job                                                                  ____    ____

e.   Cantilevered                                                          ____    ____

f.   Other                                                                     ____    ____

 

G.    Strength of Concrete?

(1)   2000 lbs.                                                                             ____    ____

(2)   3000 lbs.                                                                             ____    ____

(3)   4000 lbs.                                                                             ____    ____

H.    Check all Doorways                                                                    ____    ____

 

5. INTERIOR FLOORS – (THINSET METHOD)

A.    Flat to 1/4" in 8’                                                                              ____    ____

B.    Surface - Dirty, Greasy, Too smooth, Porous, Rough-Dead Cement          ____    ____

C.    Any Exposed Steel                                                                           ____    ____

D.    Floor Drains at Proper Level                                                           ____    ____

E.    Cold Joints                                                                                       ____    ____

F.    Expansion Joints                                                                              ____    ____

G.   Cracks                                                                                              ____    ____

(1)   Due to Shrinkage                                                             ____    ____

(2)   Due to Movement                                                           ____    ____

(3)   Due to Settlement                                                           ____    ____

(4)   What Reinforcing?

a.   Rods                                                                      ____    ____

b.   Wire                                                                      ____    ____

c.   Nothing                                                                 ____    ____

d.   Pan Job                                                                  ____    ____

e.   Cantilevered                                                          ____    ____

f.   Other                                                                     ____    ____


H.    Strength of Concrete?                                                                  YES      NO

(1)    2000 lbs.                                                                             ____    ____

(2)    3000 lbs.                                                                             ____    ____   

(3)    4000 lbs.                                                                             ____    ____

I.    Check All Doorways                                                                      ____    ____

J.    Floors (Wood) (Mud Over)

(1)   Able to Take Load                                                               ____    ____

(2)   Paper Wire and Minimum of 3/4" Mud                               ____    ____   

(3)   In Water Areas Membrane Properly Installed                      ____                               

6. EXTERIOR WALLS

A.    Enough Room for Paper, wire, Scratch, Float and Tile               ____    ____

B.    Expansion Joints                                                                          ____    ____   

C.    Check Scratch if Applied            

D.    Concrete or Concrete Block Method - to Make Mud Stick         ____    ____   

 

7. EXTERIOR FLOORS

 

A.    Proper Slope to Take All Surface Water Off                               ____    ____

B.    Expansion Joints                                                                          ____    ____

C.    Meet Adjoining Walks and Steps                                                 ____    ____

8. ALL CABINETS

A.    Set Properly and Solid                                                                       ____    ____

B.    Holes for Fixtures (Stoves, Sinks, Whatever) Cut Accurately                ____    ____   

C.    Rough Boards (Deck) With Adequate Spacing                                 ____    ____                                           

D.    Enough Room for Under sink Equipment                                        ____    ____

9.  READY TO START JOB

 A.    When entering a room that is to be tiled, picture in your mind all the tile installed.

B.    Set up a Story Pole and figure exactly where every cut and its size will be.  This would apply to any job, commercial or residential, large or small.

C.    Refer to CTI 80-2-5, HOW TO DO LAYOUT FOR A TILE INSTALLATION.

D.    Besides the regular tools a tile setter carries, Biters, Hawk, Trowel, etc., there is a definite need for the Story Pole, Chalk Line, Two-Foot Square, Plumb Bob, Caulking Gun, Different Sized Notched Trowels, Hole Cutter and Motor, Water Level and Electric Cords with Light Bulbs.

 


10.  PHYSICAL INSTALLATION LAYOUT

A.   When the first tile is set, its placement will dictate the balance of the entire job layout.  The following points of interest were developed to enhance your tech­niques in proper layout.

B.   Analyze the area to be tiled.

(1)   Tile to be used.

    a.   Size

        b.   Nature   

        c.   Pattern

(2)   Joints considerations as related to layout.

         a.   Check Specifications  (If changes are desired then consult         

               architect, designer, owner and get a change order signed and   

               explicitly delineated).

   Verify room dimensions

   Mark reference line, check for square or unique characteristics.

C.   Develop meaningful relationship.

(1)   Centering.

                   a.   Develop center line.

                   b.   Consider pattern sequence

                   c.   Constant,  i.e., front steps, or height of steps, overall entry size.

                   d.   Variables.

                         Those easily correctable

                         Those needing major adjustments

                         Record all measurements for development of Story Pole.

(2)   IFF (International Finagling Factor)

                   Sometimes referred to as "Cheating".

                   a.   Identify any changes or irregularities to the specification to the

                         architect, owner and other pertinent parties.

                   b.   Secure a signed change order or approval of such change or irregularities.

                   c.  Variables need to be overcome in order to make a difficult,  unsquare           

                         room or layout turn out to be an acceptable appearing installation

                         from anyone’s perspective.

 (3)   Segmentation:

         a.  Remeasure after the area has been floated to the thickness specified and desired   

              to accomplish a settling of full tile or special condition.

                     b.  Allow for adjustments after calculating the factor for IFF.

                     c.  Snap all adjusted lines to accomplish the end result.

(4)    Options:

                     a.   Joints, Sizes.

                     b.  Shifting of tile.

                          Patterns must be considered in the layout   

                     Consider if the pattern should be full in the width of the area or at the  

                     edge.


If pattern should still start at the edge, which edge is most critical

Controlling of the size of cuts.

c.  A small cut can be eliminated by merely shifting a half tile to the centerline.

D.   Speed - Productivity

(1)        Cost of time needs to be considered with all jobs, large commercial or smaller specialists.

(2)        The cost of call backs are so varied as the quality of installations and are proportionate to the quality crafts­manship to layouts.

(3)        A moment devoted to mentally and physically laying out the job is worth literally hours of time given to frustrations, extra caulking, ripping out improper portions, haphazardly juggling for errors, the cost of failure and complaints.

CONCLUSION:

1.      The most desirable installation would result with full tile-full pattern throughout the entire area. Knowing that this is not always possible, we need to gain experience as to the techniques used in proper layout.

2.      The promotion of good craftsmanship and quality installations are the future of the tile industry as seen within the pride of a tile setter.