Architectural Pavers

Transcription

Architectural Pavers
Specification Guide
&
Installation Details
National Distribution 888-380-5575
SECTION 02780
CONCRETE PAVERS
PART 1 - GENERAL
1.1
A.
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 01 Specification Sections, apply to this Section.
1.2
A.
Summary
Furnish materials, labor, transportation, services, and equipment necessary to furnish and install
Architectural Concrete Pavers as indicated on drawings and as specified herein.
B.
1.3
A.
Related Sections include the following:
1.
Division 02 - Section 02210 Grading
2.
Division 02 - Section 02220 Excavation, Backfilling and Compaction.
3.
Division 02 - Section 02770 Concrete Paving, Walks, Curbs and Gutters.
4.
Division 03 - Section 03300 Cast-In-Place Concrete.
5.
Division 07 - Section 07120 Modified Bituminous Sheet Membrane Waterproofing.
6.
Division 07 - Section 07920 Sealants.
REFERENCES
American Society for Testing and Materials (ASTM)
1.
ASTM C-150 -Specification for Portland Cement.
2.
ASTM C-33
-Specification for Concrete Aggregates.
3.
ASTM C-140 - Specification for Concrete.
4
ASTM C-293
5.
ASTM C-1028
6.
ASTM C501, 50
7.
ASTM C241
B.
Tile Council of America (TCA)
1.
TCA F102
- Installation Method Cement Mortar Bonded.
2.
TCA F101
- Installation Method Cement Mortar Bonded.
C.
American National Standards Institute (ANSI)
1.
ANSI A-118.4 - Latex Portland Cement Mortar.
2.
ANSI A-118.6 - Grout - Latex.
D.
Performance Requirements
1.
Compressive Strength: At the time of delivery, the average compressive strength shall not be less
than 8,000psi with no individual unit less than 7,000psi (48,000kPa) per ASTM C-140.
2.
Water Absorption: Shall not be greater than 6% per ASTM C-936.
3.
Flexural Strength: Shall not be less than 800psi (5,500kPa) per ASTM C-293.
4.
Freeze/Thaw: Durability of the paver shall meet the freeze/thaw tests per Section 8 of ASTM C-67
and shall have no breakage and not greater than 1 % loss in dry weight of any individual unit when
subject to 50 cycles of freeze/ thaw.
5.
Static Coefficient of Friction: ASTM C-1028 conditionally slip resistant:
a.
Wet: 0.50 - 0.60 and Dry: 0.60 - 0.70
© 2012 Tile Tech Pavers Inc, All Rights Reserved.
Page 1 of 9
6.
SECTION 02780
CONCRETE PAVERS
Sizing Dimensions: Shall not differ by more than 1/16 inch (1.6 mm) from width, height, length or
thickness. Unit shall conform to a true plane and not differ by more than 1/16 inch (1.6 mm) in
either concave and/or convex warpage.
1.4
A.
SUBMITTALS
Submit under provisions of Section 01300.
B.
Product Data:
1.
Manufacturer's data sheets on each product to be used, including preparation instructions,
Installation methods, Storage and handling requirements and recommendations.
2.
Submit test results from an independent testing laboratory for compliance with performance
requirements specified herein.
3.
Submit two copies of written instructions for recommended maintenance.
B.
Shop Drawings:
1.
Layout drawings of each paved area showing the pattern of pavers, indicate pavers requiring
cutting, indicate setting bed methods in each area, drainage patterns and drains and indicate and
relationship of paving joints. Include details of setting beds, noting all materials and their
thickness, show details at curbs and vertical surfaces.
2.
Details of custom (nonstandard) curbs and stair tread/risers, include methods of installation.
C.
Samples:
1.
Submit two complete sets of color chips representing manufacturer's full range of available colors
and texture. Color will be selected by Architect / Engineer / Landscape Architect / Owner from
manufacturer’s available standard and custom colors.
1.5
A.
QUALITY ASSURANCE
Manufacturer Qualifications: All products covered under this Section shall be produced by a single
manufacturer unless otherwise specified with a minimum of ten (10) years proven production experience.
B.
Installer Qualifications: Installer shall have a minimum of three (3) years proven specialized
construction experience with this product and be capable of estimating & building from blueprint plans
and details, in addition to proper material handling. All Work must comply with local, state/provincial
licensing and bonding requirements.
C.
Special Consideration: The paver manufacturer shall demonstrate, either by proven field performance or
a laboratory freeze-thaw test, that the paving units have adequate durability if they are to be subjected to a
freeze-thaw environment.
Page 2 of 9
SECTION 02780
CONCRETE PAVERS
1.6
A.
DELIVERY, STORAGE, AND HANDLING
In accordance with provisions of Section 01300.
B.
Precast Concrete Pavers to be stretch wrapped in rows and banded on pallets, delivered in original
unopened packaging with legible manufacturer identification, including size, quantity, manufacture date
and inspector initials.
C.
Protect Concrete Pavers during shipment, storage and construction against damage. Store a minimum of 4
inches off the ground on pallets in a dry location and cover with polyethylene to protect
from contact with materials which would cause staining or discoloration.
1.7
A.
PROJECT CONDITIONS
Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by
manufacturer for optimum results. Do not install products under environmental conditions outside
manufacturer's absolute limits.
1.
Do not work during freezing weather or on wet or frozen sub-base.
1.8
A.
WARRANTIES / GUARANTEES
Tile Tech Detectable Warning Pavers shall remain free from defects for a period of ten (5) years. The
contractor shall warrant that his work will remain free from defects of labor and materials used in
conjunction with his work in accordance with the general conditions for this project or a maximum of three
(3) years from date of Substantial Completion.
PART 2 – PRODUCTS
2.1
A.
MANUFACTURERS
Acceptable Manufacturer:
Tile Tech Pavers Inc, 888-380-5575
E-mail: sales@tiletechpavers.com
Phone: (213) 380-5560
Fax: (213) 380-5561
Website: www.tiletechpavers.com
B.
Substitutions: Not permitted.
B.
Precast Concrete Pavers equal in appearance and function and meeting these specifications, will be
acceptable when the specified submittals are approved in writing by the Architect prior to bid.
2.2
A.
MATERIALS
Concrete Pavers: Granite-Tech™ Series pavers as manufactured by Tile Tech Pavers Inc.
1.
Color: Standard and custom range as manufactured by Tile Tech Pavers Inc.
2.
Size: Nominal 20”x20”, 16”x16”, 12”x12”, 12”x24”, 16”x24” or Custom Sizes.
3.
Thickness: 1” to 2” thick.
4.
Surface Finish: Shot-blasted or Honed.
5.
Edge Finish: 3/16” bevel on all four (4) sides or straight edge.
6.
Weight: 11 to 22 lbs per square foot depending on paver size & thickness.
Page 3 of 9
SECTION 02780
CONCRETE PAVERS
B.
Concrete Pavers: Stamp-Tech™ Series pavers as manufactured by Tile Tech Pavers Inc.
1.
2.
Size: Nominal 20”x20”, 16”x16”, 12”x12”, 12”x24”, 16”x24” or Custom Sizes
3.
Thickness: 1” to 2” thick
4.
Surface Finish: Flat, Slate, Rock, Wave or Custom Designs.
5.
Edge Finish: 3/16” bevel on all four (4) sides.
6.
C.
Concrete Pavers: Cool-Roof™ Series pavers as manufactured by Tile Tech Pavers Inc.
1.
2.
Size: Nominal 20”x20”, 16”x16”, 12”x12”, 12”x24”, 16”x24” or Custom Sizes.
3.
4.
Surface Finish: Flat, Slate, Rock, Wave or Custom Designs.
5.
6.
D.
Concrete Pavers: Recycled-Glass Series pavers as manufactured by Tile Tech Pavers Inc.
1.
2.
Size: Nominal 20”x20”, 16”x16”, 12”x12”, 12”x24”, 16”x24” or Custom Sizes
3.
4.
5.
6.
E.
Concrete Pavers: Detectable Warning or ADA Truncated Dome Pavers as manufactured by Tile Tech
1.
2.
Size: Nominal 12”x12”, 12”x24”, 16”x24”
3.
Thickness: 2”
4.
5.
Edge Finish: 3/16” bevel on all four (4) sides.
6.
F.
Precast Steps: as manufactured by Tile Tech Pavers Inc.
1.
Color: Standard and custom range to match field/border colored pavers as manufactured by Tile
Tech Pavers Inc.
2.
Size: 48”x14”, 48”x12”
3.
Thickness: 2”
4.
Refer to drawings for type, dimensions of treads and risers and locations and layouts of steps.
2.3
A.
B.
PRECAST MATERIAL REQUIREMENTS
Portland Cement: ASTM C-150 specifications for Portland Cement.
Aggregates: All aggregates to meet ASTM C-33 specifications, cleaned and properly graded to size.
Aggregate shall be blended to meet individual project requirements. And to meet ASTM C241 & HA 10
minimum.
Coloring: Pigments used shall be inorganic, alkali resistant and used per manufacturer’s recommendations.
C.
Page 4 of 9
SECTION 02780
CONCRETE PAVERS
D.
Color Blending: Factory-blend pre-cast paver that has a natural color range so products taken from one
E.
Cleaner: Liquid neutral chemical cleaner with pH factor between 7 and 8, of formulation recommended by
F.
sealer manufacturer for type of precast paver used.
Sealer: Colorless, slip and stain resistant penetrating or acrylic sealer with pH factor between 7 and 10
that does not affect color or physical properties of precast paver surface.
batch will have the same range as products from a separate batch.
2.4
A.
INSTALLATION MATERIALS
Sand-Set Method
1.
Sand Setting Bed Material: Sand shall be common sand generally referred to as concrete sand and
shall be free of organic materials and any other contaminates that could potentially stain or
otherwise damage the unit pavers.
2.
Joint Filler Materials: Sand conforming with ASTM C-144 with 100% passing a No.16 sieve.
3.
Landscape Filter Fabric: Woven or non-woven non-biodegradable filter between the compacted
base and the sand leveling bed.
4.
Preformed Asphalt Joint Filler: As indicated on drawings: ASTM D-994, 1/2inch (13 mm) thick,
for expansion joints which are not sealed, one of the following:
a.
Code 1301 by W.R. Grace and Co.
b.
Asphalt Expansion Joint by W. R. Meadows, Inc.
c.
Elastite Asphalt Expansion Joint by The Celotex Corporation.
B.
Mortar Setting Bed (Thin-Set) Method - PEDESTRIAN
1.
Latex Mortar Mix: ANSI A-118.4.
2.
Water: Clean and free of deleterious acids, alkalies or organic materials.
3.
Grout: ANSI A-118.6, Grout - Latex.
4.
Sealant, Back-up & Bond Breaker: As specified in Section 07920 - Sealants and Caulking.
C.
Portland Cement Setting Bed (Thick-Set) Method
1.
Portland Cement Mortar Mix: ASTM C-150 Custom Bldg Products thick Bed Mortar Mix with
Admix, or approved equal.
2.
Reinforcement: 2inches by 2inches (51mm by 51mm) - 16/16 welded galvanized wire mesh used
in thick mortar bed.
3.
Water: Clean and free of deleterious acids, alkalies or organic materials.
4.
Grout: Custom Bldg Products Grout with Admix, color as selected or approved equal.
5
Bond Slurry: Custom Bldg Products bond coat or approved equal.
6.
Sealant, Back-up & Bond Breaker: As specified in Section 07920 - Sealants and Caulking.
D.
Bituminous Setting Bed Method
1.
Asphalt Setting Bed Materials:
a.
Asphalt Cement: ASTM D-3381, viscosity grade AC-10 or AC-20.
b.
Fine Aggregate: Clean, hard sand, free of organic matter, uniformly graded from coarse to
fine, all passing the No.4 sieve meeting the gradation requirements when testing in
accordance with ASTM-C136.
c.
Mixing: Provide plant mixed asphalt setting bed by combining approximately 93% dry fine
aggregate and approximately 7% hot asphalt cement and heat to approximately 300
degrees F (149 degree C). Provide each ton of setting bed material apportioned by weight
with the approximate ratio of 145lb (66kg) of asphalt to 1,855lb (841kg) of sand.
Page 5 of 9
SECTION 02780
CONCRETE PAVERS
2.
3.
Setting Bed Primer: Cut back asphalt, ASTM D-2028, grade as recommended by manufacturer.
Asphalt Adhesive: Standard neoprene modified asphalt adhesive containing oxidized asphalt
4.
5.
combined with 2% neoprene and 10% long fibered mineral fibers with a softening point of 155
degrees F.
Joint Filler Materials: Sand conforming to ASTM C-144 with 100% passing a No.16 sieve.
Pre-formed Asphalt Joint Filler: ASTM D-994, 1/2inch (13mm) thick, for expansion joints which
are not sealed, one of the following:
a.
Code 1301 by W.R. Grace and Co.
b.
Asphalt Expansion Joint by W. R. Meadows, Inc.
c.
Elastite Asphalt Expansion Joint by The Celotex Corporation.
PART 3 – EXECUTION
3.1
A.
EXAMINATION
Prior to starting work inspect the sub-grade to ensure that it has been properly prepared. Commencement
of work shall imply acceptance of sub-grade conditions.
1.
Verify that sub-grade preparation, compacted density and elevations conform to the specifications.
Compaction of the soil sub-grade to at least 95% Standard Proctor Density per ASTM D-698 is
recommended. Higher density or compaction to ASTM D-1557 may be necessary for areas subject
to vehicular traffic.
2.
Stabilization of the sub-grade and/or base material may be necessary with weak or saturated subgrade soils. The Architect/Engineer should inspect sub-grade preparation, elevations, and conduct
density tests for conformance to specifications.
3.
Verify that Geotextiles, if applicable, have been placed according to specifications.
4.
Verify that aggregate base materials, thickness, compaction, surface tolerances, and elevations
conform to the specifications.
5.
Verify that base is dry, uniform, even, and ready to support sand, pavers, and imposed or
anticipated vehicular loads.
6.
Verify location, type, installation and elevations of edge restraints around the perimeter area to be
paved.
B.
If preparation is the responsibility of another installer, notify Architect in writing of deviations from
manufacturer's recommended installation tolerances and conditions.
3.2
A.
PREPARATION
Clean surfaces thoroughly prior to installation.
B.
Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for
the substrate under the project conditions.
3.3
A.
INSTALLATION
Install in accordance with Tile Tech Pavers Inc. and other contributing manufacturer's instructions.
Installation requirements vary for each individual project site. Precast Pavers used, pattern, grid layout,
starting point, and finished elevation should be shown on plan view shop drawings, which have been
prepared and approved by the designer, installing contractor and/or owner.
Page 6 of 9
SECTION 02780
CONCRETE PAVERS
B.
Placement Tolerance:
1.
Maximum of 1/16 inch (1.6 mm) height variation between adjacent pavers.
2.
Individual pavers shall not vary more than 1/16 inch (1.6mm) from level across width of the paver.
3.
Paved areas shall not vary more than 1/4 inch (6 mm) from level in a distance of 10 feet (3m)
measured at any location and in any direction.
4.
The surface elevation of pavers shall be 1/8 in. to 1/4 in. (3mm to 6mm) above adjacent drainage
inlets, concrete collars or channels.
5.
Joints between pavers to be 3/16 inch (4.8mm) or 1/8 inch (3mm).
6.
Concrete shall not exceed 1/8 inch in 10 feet (3 mm in 3 m) from required plane. Concrete to be
steel troweled with fine broom finish. No curing or sealing compound used.
C.
Sand-Set Method Installation:
1.
Spread a sand/cement mix evenly over the base course and screed to a nominal 1 in. (25 mm.)
thickness, not exceeding 1-1/2 in. (40mm) thickness. The screened sand should not be disturbed.
Place sufficient sand to stay ahead of the laid pavers. Do not use the bedding sand to fill
depressions in the base surface.
2.
Lay the pavers in the pattern(s) as shown on the drawings. Maintain straight pattern lines.
3.
Field cut pavers with wet masonry saw in accordance with manufacturer's recommendations for
methods, equipment and precautions.
4.
Tamp into bedding or use a low amplitude, high frequency plate vibrator to vibrate the pavers into
the sand. Cover vibrator plate with carpet or card board to prevent surface damage to pavers.
5.
Sweep dry joint sand into the joints & sweep off excess sand when the job is complete.
D.
Mortar Setting Bed (Thin-Set) Method Installation - PEDESTRIAN
1.
Installation of Mortar bed as per TCA F102. All Materials used shall follow instructions of
manufacturer for use in mortar method.
2.
Install precast concrete pavers.
3.
Grouting of pavers in strict accordance with grout manufacturer's directions and instructions. Use
latex or acrylic additives from the same manufacturer as the grout.
4.
All expansion and Control joints shall be installed per TCA EJ171. Joint materials used shall follow
manufacturer's directions and instructions.
5.
Rework mixes from time to time to maintain proper consistency, as recommended by manufacturer
but do not add ingredients. Discard mortar that has reached its initial set.
6.
7.
Remove, scrub & wash clean mortar stains and all other types of soiling from exposed paver
surfaces.
E.
Portland Cement Setting Bed (Thick-Set) Method Installation
1.
Installation of Mortar bed as per TCA F101. All materials used follow instructions of manufacturer
for use in mortar method.
2.
Install precast concrete pavers and firmly set, tamp into bedding to ensure minimum 95% surface
contact with mortar bed. Coat underside of each precast pavers unit with latex cement mortar.
3.
Grouting of pavers in strict accordance with grout manufacturer's directions and instructions. Use
latex or acrylic additives from the same manufacturer as the grout.
Page 7 of 9
4.
5.
6.
SECTION 02780
CONCRETE PAVERS
All expansion and Control joints shall be installed per TCA EJ171. Joint materials used shall follow
manufacturer's directions and instructions.
Remove, scrub & wash clean mortar stains and all other types of soiling from exposed paver
surfaces.
F.
Bituminous Setting Bed Method Installation
1.
Place solid steel 3/4 inch (19 mm) thick control bars directly on the base or slab. Install shims
under bars for minor adjustment of depth and finish paver elevations. Space bars approximately
11 feet (3.4m) apart and parallel to each other to serve as guides for strike-off boards.
2.
Place asphalt setting bed at not less than 200 degrees F (93 degree C) in panels between control
bars on the primed concrete slab or binder course to no less than 3/4 inch (19mm) compacted
thickness. Spread material and strike off by pulling the material with a 12 feet long by 2 inches by
6 inches (3.7m by 51mm by 152mm) wood board several times to produce a smooth firm and
even setting bed. Add fresh material in low, porous spots after each pass of the strike-off board.
After each panel is complete remove and advance the first control bar to the next panel position in
readiness for placing and striking adjacent panels. Fill in depressions left by the control bar.
3.
Roll setting bed with a roller (not over one ton in weight) to a nominal depth of 3/4 inch (19 mm)
thick while it is still hot. Add additional material to adjust thickness required and to allow for
setting of pavers to finish elevations and slopes.
a.
If setting bed is installed greater than 1-1/2 inches (38mm) thick, place in two equal lifts.
Place the second lift immediately after the first to assure bond between lifts.
b.
If pavers are not installed immediately after setting bed, provide protection of setting bed
with minimum 1/2 inch plywood sheet laid on the setting bed with butted joints. Repair
all damage to the setting bed prior to installing pavers.
F.
Concrete Slab Installation – VEHICULAR
1.
Install precast concrete pavers, slabs and curbs in locations, patterns and at elevations and with
slopes for surface drainage as shown on the Drawings and in accordance with the manufacturer's
printed installation instructions and the final reviewed shop drawings.
2.
Apply neoprene modified asphalt adhesive on the cured setting bed by squeegeeing or troweling. If
troweled on, use a trowel with serrations not exceeding 1/16 inch (1.5 mm) depth. Place adhesive
to not more than 1/16 inch (1.6mm) thickness over the total surface of the setting bed. Do not
begin installation of pavers, slabs and curbs until adhesive is dry to the touch.
3.
Lay out pavement in 30 feet (9m) working area modules. Set precast concrete pavers, slabs and
curbs by hand on dry adhesive in patterns shown on the Drawings with hand tight joints 1/16 inch
to 1/8 inch (1.6 mm to 3 mm) wide joints and uniform top surfaces.
4.
5.
Maintain accurate alignment and check for creep and shrinkage. Make adjustments to creep and
shrinkage within the 30 feet (9 m) module area.
6.
Sweep fine dry sand over pavement surface to fill joints immediately after installing pavers, slabs
and curbs on setting bed. Brush in sand until joints are completely filled, remove surplus sand. Do
not allow traffic on installed pavers, slabs or curbing until the joints have been filled.
7.
Protect newly laid pavers, slabs and curbs with plywood panels on which workers stand. Advance
protective panels as work progresses but maintain protection in areas subject to continued
movement of materials and equipment to avoid creating depressions or disrupting alignment of
installed pavers, slabs and curbs.
Page 8 of 9
SECTION 02780
CONCRETE PAVERS
8.
9.
3.4
A.
Install the specified joint filler where precast concrete pavers, slabs and curbs abut curbs, other
vertical surfaces and other construction.
After the precast concrete paving is completed, backfill the spaces along the edges of the walks,
metal edging and pavements to the required elevations with material reviewed by the Testing
Laboratory. The Material shall then be compacted until firm and the surface neatly graded, with
allowance made for top soil.
PROTECTION
Protect installed pavers until completion of project.
B.
Remove and replace pavers which are loose, chipped, broken, stained or otherwise damaged, or if units do
not match adjoining units as intended. Provide new units to match adjoining units and install in same
manner as original units, with same joint treatment to eliminate evidence of replacement before
Substantial Completion.
3.5
A.
CLEANING AND SEALING
Wash entire surface with phosphate free neutral cleaner with pH factor between 7 to 10 and rinse with
clean water and allow to dry thoroughly.
C.
3.6
A.
Apply sealer in accordance with manufacturer’s directions.
1.
pH factor between 7 and 10
2.
Non-discoloring and UV resistant.
3.
Penetrating type designed especially for precast concrete pavers.
MAINTENANCE
Extra Materials: Deliver supply of maintenance materials to the owner. Furnish not less than 1 percent
maintenance materials from same lot as materials installed, and enclosed in protective packaging with
appropriate identifying labels.
END OF SECTION 02780
CONCRETE PAVERS
Page 9 of 9
SECTION 02780
CONCRETE PAVERS
Architectural Concrete Pavers
Installation Diagrams
•
PEDESTRIAN INSTALLATION
1. SANDSET INSTALLATION
A. Over compacted aggregate base
B. Overlay on existing asphalt
C. Overlay on existing concrete
•
2. MORTAR SET INSTALLATION
A. Thin set over concrete
B. Thick mortar set
•
STAIR TREADS AND RISERS
•
VEHICULAR INSTALLATION
1. MORTAR SET INSTALLATION
A. Thin set over concrete
B. Thick mortar set
•
ROOF DECK INSTALLATION
•
ROOF DECK INSTALLATION ON PEDESTALS
•
ROOF DECK INSTALLATION ON PEDESTALS
Page 1 of 1
L
11 78"
PAVER: TOP VIEW
W
11 78"
H
1"
11 78"
11 78"
2"
11 78"
23 78"
1 38"
15 34"
15 34"
15 34"
15 34"
1 41"
1 21"
19 58"
19 58"
2"
PAVER: SIDE VIEW
ARCHITECTURAL PAVERS
PAVER SIZES
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
DIMENSIONS
N.T.S
P. O. BOX 5982
LOS ANGELES, CA 90055
TEL: 213-380-5560 FAX: 213-380-5561
www.TileTechPavers.com
GENERAL DETAILS
DRAWN BY:
SAND SET
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
OVER COMPACTED
AGGREGATE BASE
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
SAND SET
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
OVER
EXISTING ASPHALT
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
SAND SET
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
OVER
EXISTING CONCRETE
PEDESTRIAN INSTALLATION.
DRAWN BY:
MORTAR SET
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
THIN SET
OVER CONCRETE
STAIR TREADS AND
RISERS
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
MORTAR SET
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
THIN SET
OVER CONCRETE
DRAWN BY:
MORTAR SET
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
THICK SET
OVER CONCRETE
DRAWN BY:
BITUMINOUS
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
A
C
B
EDGE INSTALLATION
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
EDGE DETAILS
(PART 1)
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
A. PLASTIC
B. ALUMINUM / STEEL
C. PARTIAL DEPTH PRECAST
D
F
E
EDGE INSTALATION
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
EDGE DETAILS
(PART 2)
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
D. TROWELED CONCRETE EDGE
E. PRECAST CONRETE / STONE
F. PRESSURE TREATED TIMBER
SLOPE PROTECTION
DRAWN BY:
SLOPE PROTECTION
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
DRAWN BY:
NONE PEDESTAL
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
FIELD DETAILS
PEDESTAL PAVER SYSTEM
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
ADJUSTABLE HEIGHT
PEDESTALS
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
LEVEL SURFACE
OVER SLOPE
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
ADJUSTABLE HEIGHT
PEDESTALS
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
EDGE DETAILS
DATE DRAWN BY:
FIXED HEIGHT
PEDESTALS
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
N.T.S
1914 WEST PICO BLVD.
TEL: 213-380-5560 FAX: 213-380-5561
FIELD DETAILS
DRAWN BY:
O100 DESIGN
DATE DRAWN:
REVISION DATE:
ENGINEER SEAL:
DRAWING SCALE:
FIXED HEIGHT
PEDESTALS
N.T.S
P. O. BOX 5982
TEL: 213-380-5560 FAX: 213-380-5561
EDGE DETAILS
S; M
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A'c.4 i2cr;uwnrtm,l'a:.:oi?!> vl.c
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:
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::4-CKyT
.
,'.jr,
>-I.,I->:
May 12. 1999
34076
T-99-176 CQMP
CLIENT
TILE TECH, 1NC.
5377 Wilshire Blvd.,Suite#ZOO
Los Angeles, CA 90036
Sub!ec?.
Compressive Strength Test on 12" x 72" x 2" thick Coricrele Tile "TILE TECH"
(Dark Red: color)
Spec!fi~atron:ASTM C 936 1 ASrM C 140 Compress~veStrength (M. 7 1 f l ~l d
Source Submitted to Labora!orv by Client
REPORT of TEST
COMPRESSIVE STRENGTH TESL
Samples were dried-conditrofled as spscirred then tested ;-ccordmgly.
No.
1
-
I
Y ~ P O R T
.*-IT
~
5~ t ) w , - c ~
PAC
r 5 FH? u
'Fi T r t , , A & 1 1 w T .
(In.)
2.01' x 2.51 0
,
(sq. in.f
6.348
L
}
45 -:
00
cs ' w t L ~ ; ~ r * O E u T l A DFI-:P(
L
n 7 7 u r c ~ ~ rr';r . *urrian.(t. :ro*
- M r I * I < Hf Jr9.'FS PC'rDlN' r~ b i # d P l T C h * D P F I O v L _ r s A UC T C
-
r r...t\.
F u r . 7 KC-
Sfreng ;h,(PSIJ
8,934
c:
1 0 %
;?r
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1'.-5
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W F d ! Seralce 1nd.q-ndent T&! ing Lnhrsrory, FsbabIdaed f9iS
i B I ERII w~slb.ngrnnFlwlcvard
'Lor Angcles. Cahiom,a W E !
PO Box RM550. Hunur s Pant S h ~ p w d B l n g 11.I
.
2219! S a v ~Rawh PmCway. S u t ~ eB
75:' Dcl Mon'c S r r m
-?;an ml;;lsee.C~irforna~Y-Lld+
r.>rtaL~rLtn,CrIiiom1342687
*'tit
l
'Fm~113)?46.7228
fn* (4: l j 330.3030
-~ F ; r r r 7 1 4 ) P Z I . d 2 u
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(41 $,I 3;0-!W
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0!'i!t~'f.C0754
b c ~ m e n r o'cai,iorn~aV.%B!
.
.Fa%(9loj174-(lM35
May 12, 7996
Fiie No. : 34076
Lab. No, : T-99-176 COMP
CLIENT:
SPEC CERAMICS. INC.
1BC4 North Orangethorp Way
Anaheim, CA 92851
A ttn.: Mr. Will SStapp
Compressive Strength Test on 12" x 12" x 2" thick Comreta Tile "TILE TECH"
(Dark Red: color)
S~ecification:ASTM C 936 1 A S W C 140 Compressive Strength {Mce\fied)
Source Submitted to Laboratory by Client.
Subject:
REPORT of TEST
COMPRESSIVE STREMOTH TETJ
Samples were dmd-c:ondffi!~nedas sgscfied then tested ,?ccordmgly
[
3
NO.
1
..
-2.510
2
3
-
,
2.058
x--2.461. - .. . ..- . -.
2.Q1U x 2.491
(sq, -in.
.)
5.348
4,942
-5.007
11 -
(~sr.1
45 -:C2 .. ...
42 "03 ... .-.-.. . -. - .., ,
4:
303
-
A ierage :
,-
- 9,934
.
9,ECO
, .-- -.- .
-,
. . - .-
8,3C8
']]PSI
Respeciful!y Submitted,
Rqlstered Civi: Enpnser No.:
Reg!stratior:Expjres: 12-37-Q!
PUOLICATlOY OF OUR R E P O R T COWCLUSIOHS. OR CXA..L ALPOFITS ARE S U B H I V E 0 AS T H C COHFlDENTlAL PRGCLIIT* OF CLIENTS AUTHOnl WTIOITRACTS FROM OR R T G A R 7 l W t T U r M # bRLStRVED PLhDl+dd0 J R W P l f 7 F N A P L R Q V A L ~ SA MUTI. r . PaCf ECTIDY 70 CL!EPITS THL PUmLtC ANDOURSELYE%
SMITH
E-M E R Y -r
:
~
~
.+
~
~
The E L / / /SL,~;>ICL*
~ ~ I ~ ~ L ~ / ) L , I I ~ L , I:I/. /, -I .SLd~orut~>r,y,
E i f ( ~ / ~ / i ~ l1rYO4
i~il
751 E.lst l.Vashi~~glna~
Boulrvard
IJ.U.hu8Hl155l1, Hu111er.sPoin t Shipyard Bldg I I4
5427 Fd+t I .j P,jlm.a 4 v c n u c
1.0s 4i1gelr.;, Califr>rrliaW 2 l
(213) 749-341 1
Sat) Fra~~clsrn,
California 9418%
(41 5)370-30nn
(7141bV3- 1026
An,aliciin, L-nlifvr~~ia
928U7
Fax- (21.3) 746-7228
Fax: (415) 330-W30
Fax: (714) 693-1034
November 17, 1995
File No.: 31028
Lab No.: T-95-244
Client:
TILE TECH, INC.
5371 W i l s h i ~Bivd., Suite 207
Atfn: John Haider
Subject: 16" x 18" x 1-114" Cement Paver Tile.
Specification: ASTM C 936 & ASTM C 140
Swrce : Submitted to Laboratory by Client.
Reaort of Tests
COMPRESSIVE STRENGTH TEST
I
Sample No.
1.
2.
3.
ASTM
,,
.-I
--
.., ,
Area
.,
,..-
(sq.in.1
. 4.,046. - -
,
.,,
2-
- -
Maximum
load, Ibs.
I
A
. i
.
37,400
2.030x2.042
2.035x2.030
4.
5.
Dimension
(in. x in.)
2.015 ~ 2 . 0 0 8
1.995~1.953
2.016x2.055
,
C 936 Requimnenf:
The average compressive strength of the tests shall be not le%s
than 8 , m pi with no
individual unit less than 7.mpsi.
@
S
M
?
E
Edwar C. rasoras
Registered Civil Engineer, No.: 44233
Registration Expires: 06-30-97
ECT:rc
ALL REPORTS A R E SUBMITTED AS THE CONFIDENTIAL PROPERTY O f CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORT. CONCLUSIONS. O R EXTRACTS FROM O R REGARDING THEM I S RESERVED P E N D I N G OUR WRlTTEN APPROVAL A 5 A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES.
S M I T-H
EMER---YOMPANY
Thc F u / l Strvi>i(t r
,l
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(213) 749-3411
5,111~ C . I ~ ~ + C I IC ~ ! I ~ ~ L > ~44188
III~
(4151 3 3 - 3 W
4 ~ 1 a h r 1 r nc ~ l ~ t ~ i r91Ein7
r~ia
(71-1) (197-102h
Fax: (213) 746-7228
Fax- (41.51.3RO-,M?O
Fax: (714) 693-1U34
November 17, 1995
FileNo: 31028
Lab No.: T-95-244
Client:
TILE TECH, INC.
5371 Wilshire Blvd., Suite 207
Am?:John #alder
Subject: 16" x 16" x 1-114" Cement Paver Tile. (Gray)
Specification: ASTM C 293 Concrete Modulus of Rupture (Modified for Size)
Source : Submitted to Laboratory by Client.
-
Moduks of Rupture
Five cut samples were conditioned in a controlled chamber at 70" F f3"F and 50%
R.H.; then tested accordingly.
Span = 4.00"
Sample
No,
'
Avg, Width
(in.)
.
Avg. Depth
I
(in.)
._ __.
. ... I
ax, toad
Average :!
.
.
.
.
.
"
A
-
-.
~odulusofl
1,525
Requirement
As per client M i n requirement.
Respectfully Submrtled,
SMITH-EM
qWd
EC T:rc
ALL R E P O R T S ARE S U B M I l T E O eS TFlE CONFIOENTIAL PRSPERTY OF C L I E N T S AUTHORIZATION F O R P U B L I C A T I O N OF OUR REPORT. C O N C L U S I O N S OR E X
TRACTS FROM OP REGARDING THEM I S RESERVED P F N O I N G OUR W R I T T E N APPROVAL AS A MUTUAL P R O T E C T I O N TO CL1ENTS. T H E P U B L I C AND O U R S E L V E S
SMITH
EM
- E R - YOMPANY
1 hc I u l /
>t,risil
~ I I ~ ~ ~ ~ ~ -~ P J ~I I~ , I ~L~ ~/ T~ ~
~ V
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--.
~ET. ~~f i O
d[ , T
4 wI ,d, !LJ04
+ (213) 749-341 1
,4riHcle-; i-.iI~t+~rnia
90021
I
r
~i
s
9
1
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tn~
428U7
i r ! I ta>t W ~ s h ~ n c t oBouleiard
n
P
l i a x W J 5 j 0 , Huntcr's I ' u 1 n l 5 l u p v ? r dHldg I14
l.rl.
(415) 3130-31300
(714) 693- 1U2h
I
Fax: (213) 74&7228
Fax: (415) 330-3030
Fax: (714)6 4 3 - 1 0 3
November 21, 1995
FileNo: 31028
Lab No.: T-95-244 SKD-2
Client:
f ILE TECH, INC.
5371 Wilshire Btvd., Suite 207
Attrl: John Haider
Subject: 16" x 16" x $-lid" Concrete Paver Tile.Treated wl51f Porous Plus
Specification: ASTM C 1028 89
R e W af TestS
-
STATIC COEFFICIENT OF FRICTION IASf An C 1028-891
A block of wood with a 3"x 3"x 118" section of standard neolite sole liner attached was placed
on the surface to be tested. A 50 pound (22kg) weight was plsced on the block of wood. Using
dynamometer, the force in pounds required to cause the test assembly to slip parallel to the test
surface was measured . Four measurements were taken on each of three test surfaces, each
measurement perpendicular to the previous one. The twelve measurements were averaged to
obtain the coefficient of friction for each test condition.
IfldividuaI S. C.0.F
A. As Received (Teafed wt 5 7 1 Pornus Plus}
Static
After
Test
Condition
Wet Neolite
1
1ire
Mo.
I
N
I
E
I
S
I
I
37
T
37
:
38
1
W
I
- --1
37
-
I
comCiw?t Noelite
of Fdctlon Correction
Average
(fc]
actor
1
I
8 A i b r Cleanins with Hiltyards Renowtor.
Dry Neolik
1
2
II.-45
.
45
I
I
Wet Neolite
1
--
46
k
45
!
L
&
2
3
46
, . ...
37 . ....... .39
2
1
- .J
.
/
~
3
.- ~ .
38
.
.,
45.00
0.88
10.881
38.17
0.74
(0.71)
1-- 37
-
Respectfully Submitted,
- s & m w $ ~
Edward Trasoras
Registered Civil Engineer, No : 44233
EC Trc
A L L P E P O P T S A R E S U B M I T E 0 A S W E CONFIOENTI4L PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT. CONCLUSIONS. O R E X -
TRACTS FROM O R PEGhPOING THEM 15 RESERVED PENOINGOUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC A N D OURSELVES
Y M I T I -EMEK:,
~
fl
,OMPANY
TI!' rrrll Scl i l t ~ . c1 > 1 ( i i b ~ ~ ~ l > ~ l ( ~ lti^(?
> r - - I . ( l l ~ [ r r ( l / [ l r1 ~'s/a1~11~/1t~il
,
I904
781 T.a.;t Wdhhinl;trln Rc>ritcv;~rrI
I' 0 BOAFiRniiO, Iluritrr':, rr>iiitShip)..irtl R l d ~ 114
.
-5427 east La I'alma ~\vcrulc
Lus l\ngclcs, Caliturnia 90021
Sari Fmiic~scu.C'alifurnia 94188
(213) 749-3411
(415) 3.W-3UW
An,l t l e i ~ rC.>Iifnrnia
~.
92%):
(714) h90- 1026
Fax: (213) 74tr7228
Fax: (41.5) 330-3030
Fax (714) 693-1034
File No.: 31028
November 21,1995
Lab No.: T-95-244 SKD-1
Client:
Tit€ TECH, INC.
Aftn: John Haider
Subject: 16" x 46" x 1-114" Concrete Paver Tile.
Specification: ASTM C .to28 - 89
Source : Submitfedto Laboratory by Client.
Report of Tests
STATIC COEFFICIENT OF FRICTION (ASTM C 1028-89)
A block of wood with a 3" x 3" x 118' section of standard neolite sole liner attached was placed
on the surface to be tested. A 50 pound (22kg) weight was placed on the block of wood. Using
dynamometer, the force in pounds required to cause the test assembly to slip parallel to the test
surface was measured . Four measurements were taken on each of three test surfaces, each
measurement perpefidic~llarto the previous one.The twelve measurements were averaged to
obtain the coefficient of frlction for each test condition.
Individual S. C.0.F
4. AS Received
Static
A ffer
C m d e n t Noelife
Test
Tile
of Friction Correction
Condition
No.
N
E
S
W
Average
fc)
l~actor
I
I
I
I
I
I
I
Dry Neolite
40.17
3
0.78
(0.78)
42.00
0.82
(0.82)
37.83
0.74
(0.71)
I_ 39 . .
B After Cieaninq with Hillvards Renrrvatar,
Dry Neolite
Wet NeoIite
7
42 . .
42 I
1
i
2
!
1
.
2
3
L----
39
.
.
,.
43
42
39
,
43
RespectfullySubmitfed,
ECT:rc
A L L REPORTS ARE S U B M I T T E D AS THE C O N F I D E N T I A L PROPERTY O F C L I E N T S A U T H O R I Z A T I O N FOR P U B L I C A T I O N OF OUR REPORT. C O N C L U S I O N S , OR EXTRACTS F R O M OR REGARDING THEM I S R E S E R V E D P E N D I N G OUR W R I T T E N A P P R O V A L AS A MUTUAL P R O T E C T I O N TO C L I E N T S . THE P U B L I C A N D OURSELVES.
SMITH
EMER-
C
:
..~.
~
~
~
!'hv kull Srr7<1(-rl r t ~ ~ ' ~ , / ) i ,i ~ lJi I~J, I~<L17!10ri~tor!/,
~ ~~
E<tl1!;li,411,ti1904
781 Last Wa5hmglon Boule\ard
P.CI Dux 88U55U. H u n l c r ' s I'ni11l5h1pvardBldg. 114
5417 Fast 1.d Phlrna Avmut.
I 0.;Angrlrs, C.>lifi~rnla90021
San Francjsco, Calilornia 94188
Anahr.~rn.C a l i f u m i a V2Wi
(213) 749-,3411
(417) ?M-.MIlfl
(714) 643-1026
Fax (21.7) 74&7228
Fax: (415) 33U-3U3U
Fax: (714) 693-10.3
November 17, 4995
Fite No.: 31028
Lab No.: T-95-244
Client:
TILE TECH, INC.
tos Angeles, CA 90036
Atbn: John Haider
Subject: 16" x 16" x I -t14" Cement Paver Tile. (Gray)
Specification: ASTM C 936 & ASTM C 140
Source : Submitted to Laboratory by CBent.
Remit of Tests
Water Absorption
Five cut samples were immersed in clean potable water at room temperature (70" F f 70°F) f o r not
less than 24 hrs. Samples then was removed from water, drained for Iminute, damped dry any
excess water and weighed; after which were dried in a well ventilated oven at 212" F 239" F for 24
hours or until an approximate constant weight was achieved.
-
Sample
1.
-- .-
,..- .-
.
..
Wet Weight
(grams)
1
I
:
I
DriedWeight
(grams)
--
Compressive
, ........
Strength,
:.
PSI
.........
1
J
I
Average :
ASTM C 9343 Requirement:
The avwage absorption shall not be greater than 5%with no individual unit In axceas of 7%.
Registered Civil f ngineer, No.:44233
ECTrc
A L L REPORTS ARE S U B M I T T E D AS T H E C O N F I D E N T I A L PROPERTY OF CLIENTS. A U T H O R I Z A T I O N FOR P U B L I C A T I O N OF OUR REPORT. C O N C L U S I O N S . OR E X T R A C T S FBOM O R REGARDING TMEM I S RESERVED P E N D I N G OUR W R I T T E N A P P R O V A L AS A M U T U A L P R O T E C T l O N TO C L I E N T S THE P U B L I C AND OURSELVES
~
SMITH-EMERY
COWPANY
The Full Sen7ic.c Indcprndmf Tcsti
rborutury, Estahli.sl;~ti1904
L-
781 East Washingtun Uoulcvard
P.O. Box 880.i50, 1iurrtt.r'~
Puint Shiuvard Blda.
" 114
5427East La Palma Avenue
Lns Angeles, California 92021
SanFrancisco. California 941Mi
Anaheim. California (92807
(213) 749-341 1
(413)
,
, 73&.3(KKI
(714)693-1026
• Fax: (213) 74t-7228
Fax: (415) 3W3030
Fax: (714) 693-1034
June 16, 1997
File No.: 31028
Lab No.: T-97-208 BRK
Client :
TILE TECH, INC.
Attn. : Mr. Jean Haider
16" x 16" x 1-318" thick Concrete Paver Tile (Grey color; Two layer construction)
Specification : ASTM C 648
Subject:
R e ~ o r fof Test
BREAKING STRENGTH (ASTM C 6481
The tile samples were placed on a test fixture having three (3) supports located in a
circle three and fifteen-thirty-secondths (3-1 5132) inches in diameter with the load
applied at the center as per specifications.
One Sample Only
.
2,500 pounds
Requirements : ANSI A 137.1 (General) Breaking Strength; When tested as described.
In ASTM C-848,the average breaking strength shall be 250 pounds or greater
SMITH EM
COMPANY
-
gistered chi1 Engineer No. 41507
gistration Expires : 12-31-99
fc
ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT. CONCLUSIONS. OR EX,
TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL A S A MUTUAL PROTECTION TO CLIENTS. TME PUBLIC AND OURSELVES.
SMITH
- E M E H Yp
The Full Service Independent i
-
9
781 East M';~shingtonBoulevard
PO.R u x 580550. H u n ~ c r ' sPoint Shipynrd
. . Rlrle. 114
22795 S a u Ranch Parkway Su~teU
25?7 1k1 Monte Street
FileNo.:
Lab No.:
CLIENT:
~
~
~
~
.
Lo5 A n ~ e l e sCaliforn~a
.
9W21
San Fmncisco. Califoin~a94188
Yorho l.irirl;~. Califr>rni;i92687
West S n c r a ~ ~ c n t C
o .a l ~ f o r n ~95691
a
-.
...
(21 3) 719-?dl 1
(115)31D-llYYI
.(714)421-X935
(916) 374-11754
- (213)
746-7228
11151330-3030
- FAA
Fax
.Fax:
,
,
.t~~17141Y11-4ZM
[Olhl
i'd.OF!i
February 1, 1999
31028
T-99-116
TILE TECH, LLC
5371 Wilshire Blvd., Suite #200
Attn. : George Mousa
Subject:
12" x 24" XI
.5" thick Concrete Paver Tile, Textured Surface.
Specification: ASTM C 936 1 ASTM C 140 Compressive Strength (Modified)
Source: Submitted to Laboratory by Client.
REPORT of TEST
Samples were dried-conditioned as specified then used tested accordingly.
Sample
No.
~
-:
Laboratory, Esfablished 1904
Dimensions
(1n.l
Gross Area
Max. Load
Compressive
(sq. h.)
(Lbs.)
Strength,(PSI)
Averaae :11
7.853
PSI
SMITH-EMERY COMPANY
-
Engineer No.: 41 507
ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERfY OF CLIENTS AUTHORIZATION FOR PUBLlCATlON OF OUR REPORT. COHCLUSLONS. OR EXTRACTS FROM O R REGARDING THEM 1
5 RESERVED PENDING OUR W R I T E N APPROVAL AS A MUTUAL PRO7 ECTION TO CLIENTS THE PUBLIC &NU OURSELVEL
SMITH-EMERY ~ M P A N Y
The Flrli Seruicr independent
,,- -.
lahtwalory, Estatl1isht.d 1904
781 Eil)r~WnshingtonRoulcvard
P.O. Box 880550, Iiunter's Pollit Sh~pyardBldg. 114
22795 Savi R ~ n c hParkway. Suite B
5 2 7 [>elMontc Street
FileNo.:
Lab No.:
31028
CLIENT:
TILE TECH, LLC
' (213) 749-341 I
(415) 330-3WO
-1714)821-X9?8
' (916) 174-0751
Lus rlngeles. Cal~torniaW02I
San Fran~.ixo.C;ll~furnia44188
Yorba Linda Caljforn~a92687
West Sacranlento. Cnlifornin 45641
.
-.
.Fax, (21 3) 746-1228
.
.
Fnr (415) 330-3030
-F,1~.(714)921-3264
Fax, (916) 374-0835
January 27, 1999
T-99-111
5377 Wilshire Blvd., Suite #200
Atfn.: George Mousa
Various Concrete Paver Tile, Textured Surface.
Specification: ASTM C 936 I ASTM C 140 Compressive Strength (Modified)
Source: Submitted to Laboratory by Client.
Subject:
REPORT of TEST
Samples were dried-conditioned as specified hen used tested accordingly.
mIm"l"iIG1
Gross Area
A. Cut to 2.5" x 2.5" Surface Area...
1 12"x24" (Peach)
2.510x 2.503
Max. Load
Compressive
33,200
5,287
10,000
13,400
.. .
5,435
7,283
-
1
.
6.28
B. Cut to 1-318" x 1-318 Surface Area
12"x24" (peach)
1.363 x 1.386
Octagon
76"x76"
16"x16"
l 357.x-1..,
. 4 03.59
4 - - -...-.*. -.--- ~ ~ ~
,
1-
---1.344x 1.370
. ...
--C
. . .
1.84
Requirement: ASTM C 936
The average compressive strength shall be not less than 8,000 PSI with no individual
unit less than 7,200 PSI.
a
Respectful/y Submitted,
PANY
arker
i s t e r a ~ i v iEngineer
l
No.: 41 507
istration Expires: 12-31-99
ALL REPORTS ARE SUBMITTED A S THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT. CONCLUSIONS. OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL A S A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES.

Architectural Pavers

Transcription

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