Clay pavers

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    For a complete list o available colors, see Mutual Materials stocking products list. For more inormation regarding custom

    colors, please contact a sales representative. Custom colors may be restricted by the size o the order or project.

    Versa-Tile are manuactured to Mutual Materials standard specifcations as well as ASTM: C 902-04, Class SX, Type IMica-Tile are manuactured to Mutual Materials standard specifcations as well as ASTM: C 902-04, Class MX, Type IIClay Pavers are manuactured to Mutual Materials standard specifcations as well as ASTM: C 902-04, Class MX, Type II

    Clay Pavers

    Available Colors

    Specifcation

    Dimensions

    Clay pavers add warmth and hospitality to any indoor or outdoor space

    The classic clay paver can be elegant, rustic or traditional. A variety ocolors, textures and installation patterns make them a highly creative an

    adaptable paving surace.

    Versa-Tile & Mica-Tile are designed or interior and exterior use

    horizontal suraces. Versa-Tile and Mica-Tile should be laid accordito specifc application (see details) and are intended or non-vehicapplications.

    Clay Pavers are designed or setting dry on a sand bed where thickneis desired or trafc and physical locking o units. They may be uswith either the smooth or wire-cut side as the wearing surace. The ndimensions o 4 x 8 inches permit patterns bonds where mortar joinare not used. The various sizes allow or use in both pedestrian and ligvehicle applications.

    1" Mica-Tile

    1" x 3 1/2" x 7 1/

    2"

    2.5 cm x 8.9 cm x 19 cm

    1 1/4" Versa-Tile

    1 1/4" x 3 1/

    2" x 7 1/

    2"

    3.2 cm x 8.9 cm x 19 cm

    1 1/2" Paver

    1 1/2" x 4" x 8"

    3.8 cm x 10.2 cm x 20.3 cm

    2 1/4" Paver

    2 1/4" x 4" x 8"

    5.7 cm x 10.2 cm x 20.3

    2 3/8" Paver:

    2 3/8" x 4" x 8"

    6 cm x 10.2 cm x 20.3 cm

    Coverage Units per Pallet Coverage per Pallet Weight Weight per Pallet Use

    1" Mica-Tile 4.5 / t2 (48.44 / m2) 1,296 288 t2 (26.86 m2) 2 lb. / pc. 2,642 lbs. *

    1 1/4" Versa-Tile 4.5 / t2 (48.44 / m2) 930 206 t2 (19.27 m2) 2.7 lb. / pc. 2,561 lbs. *

    1 1/2" Paver 4.5 / t2 (48.44 / m2) 750 166.7 t2 (15.48 m2) 3.6 lb. / pc. 2,750 lbs. **

    2 1/4" Paver 4.5 / t2 (48.44 / m2) 576 128 t2 (11.89 m2) 5.5 lb. / pc. 3,218 lbs. ***

    2 3/8" Paver 4.5 / t2 (48.44 / m2) 576 128 t2 (11.89 m2) 6 lb. / pc. 3,506 lbs. ***

    All Weight per Palletnoted above include a 50 lb pallet weight.

    * Designedformortar-set,pedestrianapplicationsonly.

    ** Designedformortar-setorsand-set,pedestrianapplicationsonly.

    ***Designedtobesand-set.Maybeusedforpedestrianandlightvehicularapplications.

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    SAND-SET:

    Excavation: Excavate to the design levels.

    Compact Subgrade: Compact the subgrade to at least95% o standard Proctor density as specied in ASTMD 698.

    Base Rock: Place and compact a base o 5/8" (16 mm)minus crushed rock in layers o not more than 2" (100mm) to a smooth uniorm surace to the grade and crosssection required. The minimum surace tolerance o thecompacted base should be 3/8 in. ( 10 mm) over a 10t (3 m) straightedge. A geotextile may be placed belowthe base rock as needed.

    The thickness o the base materials is determined by trac,

    soil type, climate, drainage, and moisture. Pedestrianapplications should have a minimum base thickness o 4inches (100 mm) ater compaction. Residential drivewaysshould have a minimum sub-base thickness o 6 inches(150 mm) ater compaction.

    Edge Restraint: Install the edge restraint system toprevent settling and spreading. Follow specications andmanuacturers instructions or installing edge restraints.

    Bedding Sand: Bedding sand under pavers should meetASTM C 33 or CSA A23.1 specications. Bedding sandshould be spread and screeded to a thickness o 1 to 1 1/2inches (25-40 mm). Use screed pipes and a straight andtrue strike board to level the bedding sand.

    Lay Pavers: Begin in one corner o the project and beginlaying pavers in the desired pattern, moving outward ina triangular pattern. Chalk lines snapped on the beddingsand or string lines pulled across the pavers can be usedto maintain straight joint lines. The joint widths betweenpavers should be approximately 1/16 to 1/8 inches (2-3mm). Cut pavers should be used to ll in gaps along theedges o the project. Be sure to mix pavers rom multiplepallets to achieve a consistent color blend.

    Compact: Ater placing an area o pavers, compact themusing a vibrating plate compactor capable o exerting3,000-5,000 lbs. (1300-2200 kN) o centriugal compactionorce operating at 75-90 hertz (use a 3,000 lb. compactor or1 1/

    2" Pavers). A rubber/plastic mat should be used on the

    compactor. Make at least two passes to insure that pavers

    have been seated in the compacted bedding sand.Fill Joints: Sweep dry joint sand into the paver jointsand compact the pavers again until the joints are ull.Compaction should be within 3 t. (1 m) o an unrestrainededge or laying ace. At the end o each day, all pavers within3 t. (1 m) o the laying ace should be compacted. Installany remaining edge restraints.

    Source: Interlocking Concrete Pavement Institute (ICPI):Tech Spec No. 2, 1999

    Compacted Aggregate Base (4" - 8")

    Clay Pavers

    Bedding Sand (1" - 1 1/2")

    CEMENT MORTAR, BONDED*:

    Recommended Uses: Exterior foors, decks or patioswhere membrane is not used and where positive drainagebelow slab is provided.

    Limitations: Although this is the best known method oinstallation or a walkway, it is not reliable in areas wherethe mortar-bed will be subjected to reeze-thaw cycles.

    Requirements:- sloped slab to provide complete surace drainage- gravel bed or other means o drainage below slab- expansion joints are mandatory- cover completed tile/paver work and keep damp or

    3 to 7 days

    Materials:- portland cement: ASTM C-150 Type 1- sand: ASTM C-144- water: potable- mortar: 1 part portland cement, 4 to 5 parts damp

    sand by volume- bond coat: portland cement paste on a mortar bed that

    is still workable, or dry-set mortar or latex-portlandcement mortar on a cured bed

    - grout: ANSI A118.6, speciy type- mortar bed bond coat: portland cement slurry.

    Preparation by Other Trades:- provide subsurace drainage- slope slab or complete drainage

    - slab to have steel trowel and ne broom nish withno curing compounds used (when used, mechanicalscariying is necessary).

    - max. variation in the slab shall not exceed 1/4" in10'-0" rom the required plane

    Expansion Joint: Architect must speciy expansion jointsand show location and details on drawings.

    Installation Specifcations:- paver/tile: ANSI A108.1A, .1B or .1C- grout: ANSI A108.10

    Gravel Bed

    Concrete Slab

    Mortar Bed: Nominal 1 1/4"

    Mortar Bed Bond Coat

    Bond Coat

    Clay Pavers / Tile

    DRY-SET MORTAR or

    LATEX-PORTLAND CEMENT MORTAR*:

    Recommended Uses: Exterior foors, decks or patioswhere membrane is not used and where positive drainagebelow slab is provided.

    Requirements:- sloped slab to provide complete surace drainage- gravel bed or other means o drainage below slab- expansion joints are mandatory- bond coat 3/32" min.- cover completed tile/paver work and keep damp or

    3 to 7 days

    Materials:

    - dry-set mortar: ANSI A118.1- latex-portland cement mortar: ANSI 118.4- grout: ANSI A118.6, speciy type

    Preparation by Other Trades:- provide subsurace drainage- slope slab or complete drainage- slab to have steel trowel and ne broom nish with

    no curing compounds used (when used, mechanicalscariying is necessary).

    - max. variation in the slab shall not exceed 1/8" in10'-0" rom the required plane

    Expansion Joint: Architect must speciy expansion jointsand show location and details on drawings.

    Installation Specifcations:

    - paver/tile: ANSI A108.1A, .1B or .1C- grout: ANSI A108.10

    * Source: 2003-2004 Handbook for Ceramic Tile Installation

    Gravel Bed

    Concrete Slab

    Clay Pavers / Tile

    Dry-Set or Latex P.C. Mortar Bond Coat

    Exterior Applications

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    STACK BOND RUNNING BOND RUNNING & STACK BOND

    RUNNING DOUBLE BOND RUNNING 1/4

    BOND HERRINGBONE

    SINGLE BASKET WEAVE DOUBLE BASKET WEAVE BOXED BASKET WEAVE

    SINGLE OFFSET BASKET WEAVE DOUBLE OFFSET BASKET WEAVE BOXED OFFSET BASKET WEAVE

    Installation Patterns

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    DRY-SET MORTAR or

    LATEX-PORTLAND CEMENT MORTAR*

    Recommended Uses:- over structurally sound plywood where light we

    construction is a actor- where water resistance is desired- eliminates necessity o recessing subloor

    accommodate portland cement mortar bed

    Limitations:- will provide bond or presanded dry-set mortar

    latex-portland cement mortar only- waterproo membrane shall be provided whr

    waterproo foor is required. Follow manuactur

    installation recommendations

    Requirements:- design foor areas over which tile is to be applie

    have a defection not greater than 1/360 o span. Mallowance or live load and impact as well as all dload, including weight o the tile and setting bed

    - maximum spacing o foor joists is 16" o.c.- 1/8" wide spacing between units to be lled solid w

    dry-set or latex-portland cement mortar- use dry-set portland cement mortar to establish

    supporting plane o the CBU- units to be astened through subfoor into joists w

    galvanized nails, screw type nales, or other corrosresistant asteners

    - surace o units to be clean and ree o dirt, dusoily lm

    Materials:- cementitious backer unit: ANSI A118.9- dry-set mortar: ANSI A118.1- latex-portland cement mortar: ANSI 118.4- grout: ANSI A118.6, speciy type

    Preparation by Other Trades:- subfoor: 5/8" exterior grade plywood on joists at

    o.c.- max. variation in plywood surace shall not exc

    1/8" in 10'-0" rom the required plane

    Expansion Joint: Architect must speciy expansion joand show location and details on drawings.

    Installation Specifcations:- paver/tile: ANSI A108.5- grout: ANSI A108.10- cementitious backer units: ANSI A108.11

    * Source: 2003-2004 Handbook for Ceramic Tile Installation

    Mutual Materials Co. US ClayPaverTech 01

    CEMENT MORTAR, BONDED*:

    Recommended Uses:- on slab-on-grade construction where no bending

    stresses occur- on properly cured structural slabs o limited area

    Requirements:- mortar bed thickness to be uniorm

    Materials:- portland cement: ASTM C-150 Type 1- sand: ASTM C-144- water: potable- mortar: 1 part portland cement, 4 to 5 parts damp

    sand by volume- bond coat: portland cement paste on a mortar bed that

    is still workable, or dry-set mortar or latex-portlandcement mortar on a cured bed

    - grout: ANSI A118.6, speciy type- mortar bed bond coat: portland cement slurry.

    Preparation by Other Trades:- slab to have steel trowel and ne broom nish with

    no curing compounds used (when used, mechanicalscariying is necessary).

    - slope, when required, to be in subfoor- max. variation in the slab shall not exceed 1/4" in

    10'-0" rom the required plane

    Expansion Joint: Architect must speciy expansion jointsand show location and details on drawings.

    Installation Specifcations:- paver/tile: ANSI A108.1A, .1B or .1C- grout: ANSI A108.10

    3TRUCTURAL#ONCRETE

    -ORTAR"ED"OND#OAT

    "OND#OAT

    -ORTAR"ED.OMINAL

    #LAY0AVERS4ILE

    CEMENT MORTAR BED*:

    Recommended Uses: Wherever a waterproo interiorfoor is required in conjunction with ceramic tile installedon a portland cement mortar bed.

    Limitations:- defection not to exceed 1/360 o span- not recommended or severe chemical exposure

    Requirements:- design foor areas over which paver is to be appliedto have defection not greater than 1/360 o the span.Make allowance or live load and impact as well asall dead load, including weight o the tile and settingbed

    - mortar bed thickness: 1-1/4" min. to 2" max.- mortar beds in excess o 2" thick shall be detailed bythe architect

    Materials:- speciy type o waterproong, i.e., built-up or single-

    ply membrane- mortar: 1 part portland cement, 4 to 5 parts damp

    sand by volume

    Preparation by Other Trades:- max. variation in subfoor shall not exceed 1/4" in

    10'-0" rom the required plane- slope subfoor 1/4" per oot to drain

    Preparation by Tile Trade: Waterproo membrane to

    be installed in compliance with all pertinent codes andmanuacturer's directions.

    Structural Concrete

    Waterproof Membrane

    Bond Coat

    Mortar Bed w/Reinforcement:1 1/4" min. to 2" max.

    Clay Pavers / Tile

    Plywood Subfloor

    Dry-Set Mortar

    Dry-Set or Latex Portland Cement Bond Co

    Cementitious Backer Unit (CBU)

    Clay Pavers / Tile

    Interior Applications

    Branch Locations

    For product information and customer service,call 1-888-MUTUAL (688-8250)

    Western Washington

    Auburn Olympia (Tumwater)

    Bellevue Port Orchard

    Bellingham Redmond

    Burlington Tacoma (Parkland)

    Mukilteo

    Eastern Washington

    Spokane

    Western Montana

    Kalispell

    Missoula

    Western Oregon, SW Washington

    Clackamas Salem

    Durham Vancouver, WA

    Hillsboro