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2020 CPM RESOURCE GUIDE

LIFETIME TRANSFERABLE LIMITED WARRANTY

Oldcastle® Architectural, Inc. (“Belgard”) is proud to inform you that all of our interlocking concrete paver and retaining walls (“Products”) meet and/or exceed the requirements of ASTM C-936 and ASTM C-1372. Belgard® guarantees its Products against these standards for

ICPI. This guarantee does not apply to

The original proof of purchase is required.

This warranty is only valid if the material is installed under the guidelines of the ICPI (www.ICPI.org), The NCMA (www.NCMA.org) or the Belgard Installation Guideline Manual. Improper installation voids this warranty. This warranty is for residential applications only and does not apply to commercial applications. It

who guarantees their workmanship for a minimum of 3 years from the date of install. For warranty service, contact Belgard at 1-877-BELGARD. A service representative will investigate your claim

Belgard will replace the defective product at no charge. Color matching cannot

consequential damages or incidental damages. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. SOME STATES DO NOT ALLOW FOR THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU.

warranty coverage and exclusions in regards to the Elements and Porcelain Paver products, please visit: Belgard.com/Warranty

At Belgard®, we take our role as industry leaders seriously.

Our rigorous research and development program is centered

on innovation and quality. We never take it for granted that

strive to improve and take the industry to the next level.

and performance.

have transformed thousands of residential and commercial

properties across North America. With more shapes, styles

outdoor spaces with distinctive atmosphere and style.

And every year, we strive to improve our product and service

and development. By staying ahead of design trends, we are

ABOUT US

TABLE OF CONTENTS

4 Pavers & Slabs

74 Permeable Pavers

94 Porcelain Pavers

110 Walls

208 Fire Features

226 Coping, Edgers, Steps & Curb

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Simply supply the Design Studio with photos of the home and rough design sketches, and

costly miscommunications and significantly increase closure rates.

Belgard Design Studio services are FREE for Belgard Authorized Contractors.

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PAVERS & SLABS

BELGARD® RESOURCE GUIDE | BELGARD.COM | 877-235-4273 4

TABLE OF CONTENTS

PAVER INSTALLATION GUIDE

6 Paver Laying Guides

8 Paving System Installation Guide

10 Peak Performance from Concrete Pavers

PAVERS & SLABS

36 Avalon Slate

39 Belgian Cobble®

40 Cambridge Cobble® & Circle Kit

44 Catalina Grana®

47 Dublin Cobble® & Circle Kit

52 Holland Stone

56 Lafitt® Grana Slab

56 Lafitt® Rustic Slab

60 Mega-Arbel® Patio Slab

62 Mega-Lafitt®

66 Moduline Series® Plank

68 Moduline Series® Slab

70 Old World Paver™

72 Plaza Paver


PAVER LAYING GUIDE*

ICPI RecommendationPaver aspect ratio (l:t)

max. 4:1 for pedestrian & driveways max. 3:1 for street/parking

Joint fill depth max.1/2-in measured from top of pavement

Bond lines1 ±1/2-in max. over 50-ft

Slope for drainage min. 2%

Cut pavers5 No less than 1/3-in for vehicular application No less than 3/8-in for all other applications

Paver laying pattern2 Acceptable for application

Minimum paver thickness 31/8-in for street/parking 23/8-in for pedestrian & driveways

Bedding layer thickness 1-in nominal

Joint sand gradation ASTM C144 or C33 CSA A23.1 FA1 or CSA A179

Bedding sand gradation ASTM C33 or CSA A23.1 FA1

PAVER & BEDDING LAYER

TolerancePaver Joint Width 1/16-in to max. 3/16-in

Paver Surface Flatness ±3/8-in 10-ft (non cum.)

Lippage at Catch Basins/Drains 1/8-in to 3/8-in (non ADA)

pedestrian access routes.

ToleranceNo Movement Firmly in place

Proper Restraint Acceptable for application

(see "Guide References on next page)

BASE AND SUBBASE LAYER

ToleranceTop of base surface variation ± 3/8-in over 10-ft (non cum.)

ICPI RecommendationBase thickness variation3 + 3/4-in to -1/2-in

Compaction min. 98% standard Proctor

Over-excavation (dense graded bases)

greater of 6-in or equal to base thickness

Geotextile as needed

Sidewalks, patios, pedestrian 4-in

Residential driveways 6-in

Parking lot/residential street 8-in

NOTES:*This guide does not apply to permeable interlocking concrete pavements or tumbled pavers.1Bond lines: Unless it is deemed that the pavement is not adequately restrained at the edges the bond line tolerance is considered cosmetic2Paving layer pattern: ICPI recommends herringbone laying pattern for all vehicular applications3 Base thickness variation: An example of an acceptable variation is 71/2 in. to 83/4-in for an 8-in required total base thickness. The excavated cut should have the same slope and contouring as the final surface profile.

4Minimum base thickness: These are for well drained soils. Increase thickness in colder climates or weak soils.5The contractor should have the discretion on cuts no less than 1/3 paver size. Sometimes it is not possible to adjust the cuts to less than 1/3 paver size without adjusting laying pattern, and sometimes it is not possible to adjust laying pattern with certain shapes.

TYPICAL COMPONENTS OF INTERLOCKING CONCRETE PAVEMENT

EdgeRestraint/Curb

Concrete Pavers with sand filled joints

Bedding Sand nominal 1-in

Compacted aggregate or stabilized base to suit traffic and environmental conditions

Geotextile as requiredby design

Compacted soil subgrade


GUIDE REFERENCES

ASCE 58-10 Structural Design of Interlocking Concrete Pavements for Municipal Streets and RoadwaysICPI Tech Spec 4–Structural Design of Interlocking Concrete Pavement for Roads and Parking LotsICPI Tech Spec 9–Guide Specification for the Construction of Interlocking Concrete Pavement

Pavement system referencesASTM C936 Standard Specification for Solid Interlocking Concrete Paving UnitsCSA A231.2 Precast Concrete PaversICPI Tech Spec 1–Glossary of Terms for Segmental Concrete PavementICPI Tech Spec 2–Construction of Interlocking Concrete PavementsICPI Tech Spec 4–Structural Design of Interlocking Concrete Pavement for Roads and Parking LotsICPI Tech Spec 5–Cleaning, Sealing and Joint Sand Stabilization of Interlocking Concrete Pavement

Bedding and joint sand referencesASTM C33 Standard Specification for Concrete AggregatesCSA A23.1 Concrete Materials and Methods of ConstructionASTM C144 Standard Specification for Aggregate for Masonry MortarCSA A179 Mortar and Grout for Unit MasonryICPI Tech Spec 17–Bedding Sand Selection for Interlocking Concrete Pavements in Vehicular Applications

ASTM D 2940 Standard Specification for Graded Aggregate Material For Bases or Subbases for Highways or AirportsICPI Tech Spec 2–Construction of Interlocking Concrete PavementsASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort

Edge restraint referencesICPI Tech Spec 3–Edge Restraints for Interlocking Concrete Pavements

Joint widths are measured with a ruler from inside edge of paver to inside edge paver between adjacent pavers.

Lippage is measured from the top of a paver to the top of the adjacent paver.

Paver surface flatness and top of base surface variation are measured with a straight edge for simple slopes and with a transit for complex contours

TOLERANCE MEASUREMENT GUIDANCE

Joint Width1/16 to 3/16-in

Chamfer (typical)

10-ft long straight edge

Surface Flatness ToleranceMax. ±3/8-in, non cumulative

LIPPAGEMax. 1/8-in


PAVING SYSTEMS INSTALLATION GUIDE

INSTALL THE EDGE RESTRAINTS

Place edge restraint on one or two sides of the area to

Anchor the edging with fasteners, approximately one fastener every 12 inches (follow instructions per edge restraint manufacturers). Before compacting pavers into

edging.

INSTALL THE BEDDING SAND

Place at least two pipes of 1-inch outside diameter

Use a shovel and rake to smooth it out. The sand should

Use a straight piece of wood (an 8-foot 2 x 4) to screed the sand smooth

Pull the wood across the pipes several times until the area of sand is perfectly smooth. Remove the pipes and

PLACE THE CONCRETE PAVERS

Start in the corner, if you have one in your design, and

course around the entire edge, then place the pavers in

105-114- for reference.

sand while maintaining consistent joint widths. String lines will help keep pavers straight.

Helpful hint for Rinn™ and Texturgard™ pavers for

INSTALL REMAINING EDGE RESTRAINTS

pattern we are using our 10- x 20-foot area may come to just under or over without having to cut pavers. When

Install edge restraints.

Install bedding sand.

Place pavers.


HELPFUL HINT FOR PAVER PROTECTION

Manufacturers of plate compactors recommend

compactor and pavers to protect the pavers from surface damage. Most plate compactor manufacturers sell accessories for this purpose.

and Rinn™ and Texturgard™ paver surfaces

compactors. We recommend that you always protect the pavers with any of the following

compactor.• • Thin carpeting• Luan plywood•

COMPACT THE PAVERS USING A PLATE COMPACTOR

Make at least two passes over all pavers, starting at the outside of the pavement, working around the edges toward

grass. Remove and replace any pavers that crack from the compaction equipment. Adjust joints so they are consistent.

SPREAD DRY JOINT SAND OVER THE SURFACE

it into the joints, sweeping and compacting as you go. Filling the joints with sand will take several passes with the plate compactor. After compaction, the sand in the joints might settle, especially after rainstorms. Apply extra sand

NOTE: Many recommend using polymeric jointing sand

the sand in the joints and control ants and weeds. Belgard® carries Techniseal® products such as HP NextGel Jointing sand. Make sure to follow all manufacturer recommendations in using and applying these products.

Find additional resources and technical specifications available online at www.icpi.org

Compact pavers.


PEAK PERFORMANCE FROM CONCRETE PAVERS

practically no maintenance when installed to ICPI guidelines. This guide will help you get the most value from your concrete paver installation.

JOINT SAND

settles into the top of the joints, helping to hold the

sand in place. Installations exposed to driving winds or

Sealers can also help hold the sand in the joints. These are applied over the entire paver surface as a liquid and allowed to soak and cure in the joints. Ask your concrete

and their application.

PREVENTING WEEDS AND ANTS

to not damage adjacent vegetated areas. Use

vegetation or pollute water supplies when washed

joint sand, sealers can prevent seeds from germinating and discourage ants from entering.

SNOW AND ICE REMOVAL

resistance. They can resist damage from de-icing salts

surfaces. Snow and ice are removed with shovels or plows like any other pavement. Electric or liquid snow-melting systems work well under concrete pavers, eliminating plowing

EFFLORESCENCE

surface of pavers sometime after installation. It forms as a result of a natural chemical reaction that occurs when

cement contained in the pavers, reacts with water. When the water enters the microscopic capillaries in the pavers, calcium hydroxide is formed. The calcium hydroxide rises

when the moisture evaporates from the surface. The

This process sometimes can take several months.

Pavers after cleaning

Pavers with effloescence


for concrete pavers. Careless or improper cleaning can result in damage and discoloration to the concrete paver surfaces. Contact your Belgard sales representative for

COLOR AND WEAR

to the concrete mix during production. The cement in the concrete mix holds the pigments in place. They are very

and pigment particles gradually erode causing a color change over time. Like all pavements, concrete pavers

the surface color. One way to moderate the rate of color

concrete pavers. Besides enhancing their color, sealers can prevent dirt from lodging in the surface.

SETTLEMENT AND UTILITY REPAIRS

restraints cause pavers to move apart and can also

reinstated with no wasted paving materials or unsightly

underground utilities, and reinstated after repairs. When

sand and replenish as necessary. Reinstate the pavers,

REMOVING OIL STAINS

remain on the surface, the deeper they penetrate making removal harder. Wipe excess oil from the surface as soon

to replace the stained pavers with new ones. Cleaning and sealing concrete pavers early in their life can make removing stains easier since sealers prevent stains from soaking into the surface.

Unsealed Sealed


15 (L) x 10 (W) = 150 SqFt

4.5 tons x 1.25 = 5.625 tons

5.625 Tons of Aggregate Needed

AGGREGATE BASE ESTIMATING FORMULA For this example we are using a 10’ x 15’ Rectangular patio with a 6” base.

(1 ton of lose aggregate covers 200 SqFt at 1” thick)

Project Example:

15 (L) x 10 (W) = 150 SqFt

.75 x 1 inches of sand = .75 tons

.75 tons x 1.25 = .9375 tons

.9375 Tons of Bedding Sand Needed

BEDDING SAND ESTIMATING FORMULA For this example we are using a 10’ x 15’ Rectangular patio with a 6” base.

(1 ton of lose aggregate covers 200 SqFt at 1” thick)

Project Example:

15(L1) + 10(L2) + 15(L3) + 10(L4) = 50 LnFt

50 LnFt x 12 = 600

600 / 4 = 150

150 units x .215 = 32.25 SqFt

32.25 SqFt Needed

SOLDIER COURSE ESTIMATING FORMULAFor this example we are using a 10’ x 15’ Rectangular patio with Holland Stone for the Soldier course.

5. This gives you the amount of square footage needed.

Project Example:

15(L1) + 10(L2) + 15(L3) + 10(L4) = 50 LnFt

50 LnFt x 12 = 600

600 / 8 = 75

75 units x .215 = 16.125 SqFt

16.125 SqFt Needed

SAILOR COURSE ESTIMATING FORMULAFor this example we are using a 10’ x 15’ Rectangular patio with Holland Stone for the Sailor course.

5. This gives you the amount of square footage needed.

Project Example:

PAVER ESTIMATING FORMULA


INTERLOCKING CONCRETE PAVEMENT

The unique aspect of interlocking concrete pavements is that the pavers interlock to help spread the imposed loads.

In summary, the contractor achieves vertical, rotational and horizontal interlock by the interaction of these factors:

JOINT WIDTHS - consistent joint widths of approximately 1/8-in

JOINT SAND - properly selected joint sand

PAVER THICKNESS for pedestrian and some residential driveways

industrial vehicle applications

EDGE RESTRAINT edge restraint

LAYING PATTERN of uninterrupted joint lines in all directions. The most commonly used

See product pages for other acceptable pattern options.

PAVER SHAPE - shapes which allow

which geometrically interlock on two or more sides with each other

CROWN - slight crown in pavement cross section

VERTICAL INTERLOCK

of loads to surrounding units through the sand in the joints. This shear transfer also prevents one paver from moving vertically in relationship

ROTATIONAL INTERLOCK

This is achieved through use of the proper paver thickness in relationship to load and use

A slight crown constructed into the pavement will increase rotational

capacity of the pavement.

HORIZONTAL INTERLOCK

This is achieved through the use

the length of uninterrupted joint lines

turning and accelerating vehicles. Certain geometrically interlocking

vehicular applications.

DISPLACED SAND

NO VERTICAL INTERLOCK

DISPLACED SANDHORIZONTALDISPLACEMENT

NO ROTATIONAL INTERLOCK

HORIZONTALDISPLACEMENT

HORIZONTAL INTERLOCK


COMPARISON OF PAVEMENT SYSTEMS

Interlocking Concrete Pavements:• Flex without cracking.• Do not require expansion joints.• Resistant to spilled fuel and oil.• • Resistant to de-icing compounds.•

•

of installation.•

underground services then reinstalled with no unsightly patch.

• Skid and slip resistant surface.• Cooler surface.• Easy to work to grade transitions.• Long design life.• Low life cycle costs.• Virtually maintenance free.

Asphalt:• • Cracks from evaporation of essential oils.• • Limited colors.• • Relatively short design life.• • Loses strength with increase in temperature.• Installation requires special equipment.

Poured-in-Place Concrete:•

and contraction.• • Less resistant to de-icing compounds than ICP.• Design life longer than asphalt, less than ICP.• • • Needs expansion joints.• Stamped concrete typically colored only on

the top.

COMPONENTS OF THE ICP SYSTEM

in a similar manner to ICP. Stamped asphalt is in this category.

place Portland cement concrete, regular poured concrete, exposed aggregate concrete, stamped or imprinted concrete

The eight components of the ICP system are:

SUBGRADE

to support loads. Soils range from coarse grained sands to silts and clays which contain the smallest particles. The

most common methods used to rate or classify soils are discussed in Appendix A.

loads.


Patty Test - Evaluating the water holding capacity of a soil:• Mix the soil with enough water to make a putty-like consistency.• Form the sample into a patty, let it dry completely.•

•

Shake Test - The dilatancy test, or a test for reaction to shaking:• • Shake or jolt the sample in a closed palm of the hand a few times.• • If none or a little comes to the surface, it is silt or clay.• • If moisture does not readily disappear, then the soil is silty.• If moisture does not disappear at all, the soil is clay.

Snake Test - Evaluating the thread toughness for clay content:• • • •

is installed.

GEO TEXTI LE

Geotextile.

SUB- BASE

BASE

Aggregate (DGA). Do not use stone dust or screenings.The chart at right serves as a guideline for base construction for driveways, patios, walks and pool decks. In very cold winter climates, or in soils that retain excess water, thickness may be increased by two to six inches.

Check with your Authorized Belgard Distributor for the proper DGA for your area.

BASE APPLICATION THICKNESS Driveways 6 in. - 8 in.*Patios 4 in. - 6 in.Walkways 4 in. - 6 in.Pool Decks 4 in. - 6 in.*Add 2 in. for low, wet, clay and silt soils.


EDGE RESTRAINT

designed for use with unit pavers.

In addition to the specially designed edge restraints, properly installed troweled concrete, poured-in-place concrete

does not allow spiked edge restraints to stay in place. Check with your Authorized Belgard Distributor for a list of products available.

SAND SETTING BED

mason sand, stone dust or screenings. The gradation of ASTM C33 is included in Appendix A.

INTERLOCKING CONCRETE PAVERS

with one hand, and shall have an exposed face (top surface) area less than or equal to 100.75 sq. in. The aspect ratio

Other requirements of concrete pavers are:• • • Dimensional tolerance

Concrete pavers are manufactured in two thicknesses. Pavers 2-3/8 in. (60mm.) thick are used for pedestrian

JOINT SAND

over the pavement while

three weeks.


SUMMARY:

The components of an ICP are:• • Geotextile (if needed)•

• Base • Bedding Sand• Edge Restraint

• Interlocking Concrete Pavers• Joint Sand

Detailed information on the materials used is contained in Appendix A.

EdgeRestraint/Curb

Concrete Pavers withsand filled joints

Sand bedding25–40mm. thick

Geotextile as required by design

Compacted aggregateor stabilized base to suit tra�c andenvironmentalconditions

Compacted soilsubgradeTypical Components of

Interlocking Concrete Pavement


TOOLS, SUPPLIES AND EQUIPMENT

Most of the tools, supplies and equipment needed to install ICP are common to contractors involved in residential site

Some special tools designed specifically for the ICP industry are:• Paver Cart - to transport full straps of pavers• Paver Extractor - to remove installed pavers• • • Paver Adjuster - to move installed pavers to straighten lines

Personal Safety and Comfort Supplies:• Eye Protection•

or plugs)• • Steel Toed Shoes• Gloves

• Knee Pads• Back Support• Finger Tape (can use

duct tape)• First Aid Kit• Water Cooler

Expendable Supplies :• Mason String Line• Chalk for Chalk Line• Marking Crayon (keel)• Flagging Tape• 2 ft. Wood Stakes• Diamond Saw Blades• Fuel & Oil• Spray Marking Paint

QTY1 Folding 6 ft. ruler1 4 ft. Level2 16 ft. Tapes1 Torpedo Level1 100 ft. Tape1 Line Level1 Steel or Aluminum Carpenter Square1 Mason Trowel - Rectangular1 Claw Hammer 1 Mason Trowel - Pointed1 Mason Hammer1 Mason Wood Float

1 4 in. Brickset (Mason Chisel)

1 Pair Metal Snips

1 Shovel(s) Square Point

QTY1 Steel Garden Rake1 Shovel(s) Round Point1 Push Broom1 Slim Jim Pry Bar1 Contractor's Wheel Barrow1 36 in. Crow Bar1 Screed Board (Magnesium) or 10 ft.-12 ft.

wood 2x4's 2 Large Flat Blade Screw Drivers6 Screed Rails 3/4 in. ID Steel Pipe or 1 in.

(a couple of 4 ft. pieces are handy)

1 Hacksaw1 Carpenter's Saw

1 Garden Hose (75 ft.-100 ft.)1 Chalk Line1 Hand Tamper

Equipment:

most common equipment needed is:• Builders level or transit level with tripod and rod.

Laser levels are excellent.•

• Masonry saw•

Heavy Equipment:•

•

• Jumping Jack Compactor - for compacting trenches

• Backhoe - for excavation (especially demolition)• Dump Truck - to haul excavated materials and to


CONSTRUCTING THE ICP

UTILITY LOCATION

• Electrical • Sanitary sewer • Gas• Septic tank

• Water supply• Telephone• Storm sewer •

• • Irrigation piping

Double check; there may be other items particular to the job site.

SITE ACCESS

conditions such as overhead electric lines in the way. Plan all activities so that no damage will occur to existing

LAYOUT

Place grade stakes with string lines just outside the area to

in. wider than the edge of pavement. Mark the elevations on

thickness from these lines. Set the initial elevations and check

recommended slope is 1.5 percent or a drop of 3/16 in. for every foot of pavement. Many pavements are sloped at 2 percent or 1/4 in. per every foot of pavement as this will

Wood or steel stakes

Paint line marks edge of excavation.Excavation is minimum 12" wider than edge of pavers

String lines pulled tight to required slope and elevations

Job Layout and Staking


EXCAVATION / SUBGRADE

12 in. wider than the limits of the ICP. This provides

the edge restraint.

excavation depth. Over excavation is costly and can

When all excavation is completed, compact the

that compaction is thorough, uniform and complete. If

EXAMPLE:

Base (compacted) 6-in

Total Depth 9-in

BASE

compacted. The thickness of the layer depends on the method of compaction and the planned use of the pavement.

EXCAVATION CHART

Remove existing sod and soil

PAVERS

WELL DRAINED AREA/ UNDISTURBED SOIL

POORLY DRAINED AREA/ DISTURBED SOIL

PAVER THICKNESS

Granular base Bedding course Granular base Bedding course

PEDESTRIAN TRAFFIC, PATIOS, WALKWAYS, POOL DECKS

4" (100 MM)

1" (25 MM)

6" (150 MM)

1" (25 MM)

2⅜" (60 MM)2¾" (70 MM)

VEHICULAR TRAFFICRESIDENTIAL DRIVEWAYS

8" (200 MM)

1" (25 MM)

12" (300 MM)

1" (25 MM)

2⅜" (60 MM)2¾" (70 MM)3⅛" (80 MM)

Pavers

1-inch sand bed

Edge restraint

Minimum of 6"

Base

Spike

Fabric

Subgrade

TYPICAL CROSS SECTION


Be sure that the outside limits are at least 12 in. wider than the outside limits of the pavement.

uniformly true to grade.

Summary:• • • • •

EDGE RESTRAINT

Restraints for Interlocking Concrete Pavements".

of Geotextile. Loss of sand will cause eventual settlement of the pavers.

SAND SETTING BED

For example, a 3/4 in. iron pipe (3/4 in. is the inside pipe diameter) has an outside diameter of approximately 1 in.

surface. Fill in and rescreed any open streaks.


PAVERS

In most ICP projects, the pavers, regardless of paver shape, are laid in patterns where two sets of joints run

together.

Procedure:• • • •

•

such as manholes or swimming pools.

Procedure:• Pull perpendicular string or snap chalk lines on all four sides of the opening.• Lay pavers on one side, then

the other.• • •

12' (4m)

6' (2m)6' (2m)① Set string

lines squareon sidesof openings

② Lay one side first

④ Fill this area

③ Lay other side next

Courses matchother side

OPENINGIN

PAVEMENT

90°


•

• Mark exactly the half way point on the line that was just measured. In other words, divide the line in half.• Take one tape measure and extend it from the other end of the line at an angle toward the center. Be sure the tape

• Take a second tape measure and extend it from the other end of the line at an angle toward the center.• Overlap one tape on the other and

same marked dimensions on each

• Snap a line from the point where the

two tape measures cross to the center of the line.

• This line is perpendicular to the line

6' (3m)

8' (4m)

10' (5m)

90°

8' (4m)

10' (5m)

6' (3m)

90°

Edge RestraintExact Midpoint

TapeMeasures

String Line

Equi-distantfrom midpoint


STARTING LAYING PATTERNS

corner.

When placing the pavers, it is important to maintain consistent joint spacing of 1/16 in. to 3/16 in. Consistent joint

Click and Drop Procedure:•

pavers already placed.• Do not hit the previously placed pavers so hard that they move.•

paver does not move away from those already placed.

CUTTING PAVERS

• Mechanical or guillotine splitter• Masonry saw•


EDGE PAVERS AND PAVER CUTTING

•

inexpensive.•

•

•

the most used equipment for cutting pavers.

Tips

Cuffing Procedure

appearance to the pavement.

Summary:• Use proper hand, eye, ear and respiratory protection equipment.• • • Make clean neat cuts.• • Clean all cut residue from pavement immediately.•


Visit OSHA.GOV for the most up-to-date regulations.

PAVEMENT COMPACTION AND JOINT SANDING

pavement.

pavers, follow this procedure:

Compacting Procedure• Start on one edge of the pavement and compact the perimeter.• Compact in overlapping rows on the rest of pavement.•

of the compactor.• Do not compact within 3 ft. of an unrestrained edge or the pavers will creep out.•

JOINT SANDING

After compaction of pavement and replacement and recompaction of replacement pavers, spread the joint sand. Refer

Figure 3 Right

Compaction sequence working from the perimeter to the center of the pavement. All pavers should have two

the same compaction sequence from the perimeter to the center.

Appendix A). Do not use mason sand, play sand or

Summary:• Compact pavement after pavers are installed and

•

applying joint sand.• Spread and dry joint sand.•

• •


COMPLETION OF PROJECT

regarding care and maintenance with him/her.

ESTIMATING MATERIALS

EXCAVATION

calculate the area of each, then add all together to arrive at total area in square feet.

When soil is excavated it expands in volume. This expansion is called "swell" and ranges from 30 percent for clay

the volume after excavation, or loose volume, is 125 percent greater than the volume of the soil in place. Thus, if the

cu. yds. (100 x 1.25).

Since the volume of soil increases when excavated, the weight per unit of volume must decrease.

x 1.3).

estimate time and cost. More detailed information is contained in Appendix A-Materials.

BASE

EDGE RESTRAINT


BEDDING SAND

PAVERS

to add 30 sq. ft. of pavers for each 100 linear ft. of cut edge.

plus 2 percent rounded up to the next package unit.

JOINT SAND

sand estimate.

to estimate quantity needed:

JOINT SAND

requirements of ASTM C144.

ASTM C144 - Gradation of Joint Sand

Sieve Size Percent Passing

No. 4 100

No. 8 95-100

No. 16 70-100

No. 30 40-75

No. 50 20-40

No. 100 10-25

No. 200 0-10


NOTE:• • Do not use stone dust.• Do not use Mason sand.EDGE RESTRAINTS

to remain stationary while receiving occasional impacts from tires.

There are two general types of edge restraints. Those made elsewhere and installed at the site include precast

concrete.

1/4 in. settlement from compaction and 1/8 in. for minor settling over time.


placed in the concrete to increase service life.

W = well-graded (high variation - good for pavements)

P = poorly graded (low variation - not good for pavements)

H = high (can hold water, does not drain well - not good for pavements)

L = low (does not hold water, drains well - good for pavements)

BASE MATERIAL


2 in 100

1-1/2 in 95-100

3/4 in 70-89

3/8 in 50-70

No. 4 35-55

No. 30 12-55

No. 200 0-8

material should have 100 percent passing the 1-1/2 in. sieve and 95-100 percent passing the 3/4 in. sieve. In either

SAND SETTING BED

Concrete Sand".

ASTM C33 - Gradation to Bedding Sand.

NOTE:

1. Do not use stone dust or unwashed screenings.


SYMBOL SOIL DESCRIPTIONSUBGRADE SUITABILITY

Poor Med Good Excellent

GWWell-graded gravels and gravel sand mixtures, little or

X (1)

GPPoorly graded gravels and gravel sand mixtures, little

X (1)

GM Silty gravels, gravel-silt-clay mixtures X (1)

GC Clay gravels, gravel-sand-clay mixtures X (1)

SW X (1)

SPPoorly graded sands and gravely sands, little or no

X (1)

SM Silty sands, sand-silt mixtures X (1)

SC Clay sands, sand-silt mixtures X (1)

ML

X (2)

CLInorganic clays of low to medium plasticity, gravely clays, silty clays, lean clays

X (2)

MH

or silts, plastic siltsX (3)

CH Inorganic clays or high plasticity fat clays X (3)

OH Organic clays of medium to high plasticity X (3)

Pt Peat X (3)

THE 14 USCS SOIL GROUPS AND THEIR RESPECTIVE SUITABILITY FOR USE AS A SUBGRADE FOR A PAVEMENT SYSTEM ARE:


Plastic edge restraint

Stake

Concrete pavers

Bedding sand

Compactedaggregate base


Timber edge restraint

Stake

Concrete pavers

Bedding sand

Compacted aggregate base


TIMBER EDGE RESTRAINTPLASTIC EDGE RESTRAINT

Edge restraint

Stake

Concrete pavers

Bedding sand



Edge restraint

Concrete pavers

Bedding sand



Troweled concrete

Concrete pavers

Bedding sand



NOTE: Reinforcing steel is recommended in troweled concrete

TROWELED CONCRETE AND “SUBMERGED CURB” EDGES

Edge pavers set on wet concrete

Concrete pavers

Bedding sand



Curb

Concrete pavers

Bedding sand



POURED-IN-PLACE CONCRETE CURBS

Curb

Concrete pavers

Bedding sand



ALUMINIUM AND STEEL EDGING


Partial depth precast concrete (hidden)

Stake

Concrete pavers

Bedding sand



PARTIAL DEPTH PRECAST CONCRETE EDGE

Partial depth precast concrete (exposed)

Stake

Concrete pavers

Bedding sand



Precast concrete or cut stone

Concrete pavers

Bedding sand



Compactedaggregate or concrete backfill

PRECAST CONCRETE/CUT STONE

Concrete backfill

Precast concrete or cut stone

Concrete pavers

Bedding sand



Cover

String course around collar

Rebar

UTILITY MANHOLE

Cover

Concrete collarmin. 6" (150 mm.) 1⁄4" (7 mm.) below pavers

Rebar

Filter fabric

Concrete pavers

Bedding sand

Compacted aggregate base

Filter fabric

Compacted soil


Existing asphalt pavement (min 4" (200 mm. thick)Saw cut pavement

Filter fabric

Concrete pavers

Bedding sand



Seal joint

CROSSWALK IN EXISTING ASPHALT PAVEMENT CONCRETE BEAM

Curb

Concrete beammin. 8" (200 mm.) wide

Adjacent streetStreet in pavers

Existing pavement – saw cut

Concrete curb min. 8" (200 mm.) wide

Filter cloth overdrain hole

Concrete pavers

Bedding sand

Concrete base

Compactedaggregate base 2" (50 mm.) dia. drain

Hole filled with open graded aggregate


CROSSWALK WITH CONCRETE BASE

JOINT SAND

requirements of ASTM C144.

ASTM C144 - Gradation of Joint Sand


No. 4 100

No. 8 95-100

No. 16 70-100

No. 30 40-75

No. 50 20-40

No. 100 10-25

No. 200 0-10

NOTE:


APPENDIX A

MATERIALS

GENERAL

joint sands is an important property of these materials. The

their performance under interlocking concrete pavements and therefore the performance of the pavement. Gradation is

uppermost of a stack of sieves or screens. Each sieve going down

on each sieve is weighed and the percentage of material passing

joint sands.

SUBGRADE SOILS

In general, the soils containing a high percentage of clay particles

Of the several systems used to classify soils with respect to

of Soils for engineering purposes. In this system, soils are

letter code.

G = gravels or gravely soils

S = sand or sandy soils

M = silt - non-plastic (non putty-like when wet), or very slightly plastic, and having little or no strength when air dry

strength when wet.

Pt = peat - vegetation in various stages of decomposition usually

Coarsest Sieve

Aggregates placedin coarsest sieve

Finest Sieve

IntermediateSieves

Pan


3-Piece Border Stone

6 x 12 x 23/8 9 x 12 x 23/8 12 x 12 x 23/8 6 x 9 x 23/8

PALLET INFORMATION / ESTIMATING CHART

UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

LNFT PALLET (SOLDIER)

LNFT PALLET (SAILOR)

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

AVALON SLATE 3-PIECE

6 X 12 X 23/8 – – – 60 – – – – – – –

9 X 12 X 23/8 – – – 40 – – – – – – –

12 X 12 X 23/8 – – – 60 – – – – – – –

TOTAL 120 12 10 160 16 160 – – 27 324 3240

AVALON SLATE BORDER STONE

6 X 9 X 23/8 112 11.2 10 300 12 150 225 2.63 10.8 302.4 3024

SHAPES & SIZES

AVALON SLATEPAVERS

PEDESTRIAN LIGHT TRAFFIC HEAVY TRAFFIC PERMEABLE ADA FINISHES

TEXTURED SMOOTH TUMBLED/ANTIQUED

P P P P P*

*Custom finish, contact your Belgard Rep for details.


BELGARD.COM | 877-235-4273 173

NOTES:AutoCAD® hatch pattern les can be downloaded frombelgard.com for use in architectural drawingsSome patterns may not necessarily re�ect thepercentages of stone sizes within a particular pallet.In some cases you may have extras in one or more ofthe sizes. This must be accounted for in your planningand design.

Scale:1/2" = 1'-0"

Percentages are based on area by paver. For more pattern options visit Belgard.com/products/pavers.

Avalon SlatePa�ern 3

25% Paver A (6 x 12 x 2 3/8)

25% Paver B (9 x 12 x 2 3/8)

50% Paver C (12 x 12 x 2 3/8)

3-PIECE Pattern A

NOTES:AutoCAD® hatch pattern files can be downloaded from belgard.com for use in architectural drawings

Some patterns may not necessarily reflect the percentages of stone sizes within a particular pallet. In some cases you may have extras in one or more of the sizes. This must be accounted for in your planning and design.

For more pattern options visit Belgard.com/products/pavers.

AVALON SLATEBELGARD.COM | 877-235-4273





BELGARD.COM | 877-235-4273

(3pc) Pa�ern

Avalon Slate™

25% Slate A (150 x 300 x 60mm 6 x 12 x 2.4")

25% Slate B (230 x 300 x 60mm 9 x 12 x 2.4")

50% Slate C (300 x 300 x 60mm 12 x 12 x 2.4")Tips: Install simply like you would for a herringbonepattern. Use the 9"x 12" slate by pair.

3-PIECE Pattern B

AVALON SLATE


PEDESTRIAN LIGHT TRAFFIC HEAVY TRAFFIC PERMEABLE ADA

P P


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/BAG

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

BELGIAN COBBLE MULTI-PIECE 60MM

VARIABLE X 23/8 85 – – – – – – – – – 2040

Multi-Piece 60mm

Variable x 23/8

SHAPES & SIZES

BELGIAN COBBLE®

PAVERS

Lay pavers at random.It is recommended to pull pavers from multiple pallets.

HERITAGECOLLECTION

Note: Product comes stock untumbled




P P P P P*


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

CAMBRIDGE COBBLE SQUARE

6 X 6 X 23/8 120 12 10 480 48 235 235 4 6.75 324 3240

CAMBRIDGE COBBLE RECTANGLE

6 X 9 X 23/8 112 11.2 10 300 30 235 222 2.67 10.8 302.4 3024

CAMBRIDGE COBBLE LARGE RECTANGLE

9 X 12 X 23/8 120 12 10 160 16 118.34 160 1.34 20.25 324 3240

CAMBRIDGE COBBLE CIRCLE KIT*

6 X VARIABLE X 23/8 78.5 – 10 – – – – – – – 2120

Square Rectangle Large Rectangle Circle Kit

6 x 6 x 23/8 6 x 9 x 23/8 9 x 12 x 23/8 6 x variable x 23/8

SHAPES & SIZES

CAMBRIDGE COBBLE® & CIRCLE KITPAVERS

*Special Order Only.

*1 Pallet = (1) 9' Circle = 63.585 sq. ft. or (2) 6'-5" Circles = 66.33 sq. ft.

LEGACYCOLLECTION





BELGARD.COM | 877-235-4273

BELGARD.COM | 877-235-4273 164


Scale:1/2" = 1'-0"

Percentages are based on area by paver. For more pattern options visit Belgard.com/products/pavers .

Appian-StoneLarge rectangle & Square pa�ern

40% Paver A (6 x 6)

60% Paver B (6 x 9)

25% 6 x 675% 6 x 9

2-PIECE Pattern

CAMBRDIGE COBBLE®

Each product size is palletized individually. Refer to Pallet Information/Estimate Chart.


Cambridge 6x6 10% Cambridge 6x9 30% Cambridge 9x12 60%




BELGARD.COM | 877-235-4273

CAMBRDIGE COBBLE®

3-PIECE Pattern

10% 6 x 6 30% 6 x 960% 9 x 12

LAST REV: MARCH 2019BELGARD® RESOURCE GUIDE | BELGARD.COM | 877-235-4273

2 circles at 6.5 ft.

1 circle at 9 ft.




BELGARD.COM | 877-235-4273

CAMBRDIGE COBBLE® CIRCLE KITCIRCLE Pattern

6 x Variable


3-Piece 60mm Border Stone

6 x 12 x 23/8 9 x 12 x 23/8 12 x 12 x 23/8 6 x 9 x 23/8



P P P P P*


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

3-PIECE

6 X 12 X 23/8 – – – 60 – – – – – – –

9 X 12 X 23/8 – – – 40 – – – – – – –

12 X 12 X 23/8 – – – 60 – – – – – – –

TOTAL 120 12 10 160 16 160 – – 27 324 3240

BORDER STONE

6 X 9 X 23/8 112 11.2 10 300 12 150 225 2.63 10.8 302.4 3024

SHAPES & SIZES

CATALINA GRANA®

PAVERS

METROPOLITANCOLLECTION

*Special Order


BELGARD.COM | 877-235-4273 173


Scale:1/2" = 1'-0"


Avalon SlatePa�ern 3

25% Paver A (6 x 12 x 2 3/8)

25% Paver B (9 x 12 x 2 3/8)

50% Paver C (12 x 12 x 2 3/8)NOTES:AutoCAD® hatch pattern files can be downloaded from belgard.com for use in architectural drawings



3-PIECE Pattern A

CATALINA GRANA®

BELGARD.COM | 877-235-4273





BELGARD.COM | 877-235-4273

(3pc) Pa�ern

Avalon Slate™

25% Slate A (150 x 300 x 60mm 6 x 12 x 2.4")

25% Slate B (230 x 300 x 60mm 9 x 12 x 2.4")

50% Slate C (300 x 300 x 60mm 12 x 12 x 2.4")Tips: Install simply like you would for a herringbonepattern. Use the 9"x 12" slate by pair.

3-PIECE Pattern B

CATALINA GRANA®


3-Piece Modular 60mm Large Square 60mm Universal Circle 60mm

3 x 6 x 23/8 6 x 6 x 23/8 6 x 9 x 23/8 9 x 9 x 23/8 6 x variable x 23/8



P P P


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

DUBLIN COBBLE 3-PIECE MODULAR

6 X 3 X 23/8 – – – 160 – – – – – – –

6 X 6 X 23/8 – – – 160 – – – – – – –

6 X 9 X 23/8 – – – 160 – – – – – – –

TOTAL 114 11.4 10 480 48 – 225 – 27 304.1 3041

DUBLIN COBBLE LARGE SQUARE

9 X 9 X 23/8 106 10.6 10 200 20 148 148 1.82 14.82 296.4 2964

CIRCLE KIT

6 X VARIABLE X 23/8 75 9.33 – 8 – – – – – – 2485

SHAPES & SIZES

DUBLIN COBBLE® & CIRCLE KITPAVERS

*1 Pallet = (1) '- "

HERITAGECOLLECTION





BELGARD.COM | 877-235-4273

(3pc) Pattern

Dublin Cobble

BELGARD.COM | 877-235-4273 227



Scale:1" = 1'-0"

17% Paver A (6 x 3 x 2 3/8)

33% Paver B (6 x 6 x 2 3/8)

50% Paver C (6 x 9 x 2 3/8)

3 PIECE Pattern A

DUBLIN COBBLE®





BELGARD.COM | 877-235-4273 3-PIECE Pattern B

DUBLIN COBBLE®


67% 3-Piece33% Large Square




BELGARD.COM | 877-235-4273

Urbana Stone Paver(3pc) Pa�ern & Lg Rectangle

13% Paver A (7 7/8 x 3 15/16 x 2 3/8)

27% Paver B (7 7/8 x 7 7/8 x 2 3/8)

40% Paver C (7 7/8 x 11 13/16 x 2 3/8)

20% Paver D (11 13/16 x 11 13/16 x 2 3/8)

3 PIECE Pattern & Large Square

DUBLIN COBBLE®





BELGARD.COM | 877-235-4273

2 7’-10” Circles 1 ’- ” Circle

CIRCLE Pattern

UNIVERSAL CIRCLE KIT




P P P** P P P*


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

HOLLAND STONE 60MM

4 X 8 X 23/8 120 11.7 10 540 54 180 360 4.6 27 SF 324 3240

HOLLAND STONE 80MM

4 X 8 X 31/8 96 – – 432 – – – – – – –

SHAPES & SIZES

HOLLAND STONEPAVERS


**Special Order Only. Contact your local Belgard® representative for lead times.

60mm 80mm**

4 x 8 x 23/8 4 x 8 x 31/8

LEGACYCOLLECTION





BELGARD.COM | 877-235-4273

Holland StoneBasket Weave

100% Paver C (100 x 200 x 60mm 4 x 8 x 2.4")

4 x 8 Rectangles

1-PIECE Basket Weave

HOLLAND STONE



BELGARD.COM | 877-235-4273



Holland StoneHerringbone Pa�ern

100% Paver C (100 x 200 x 60mm 4 x 8 x 2.4")

4 x 8 Rectangles

1-PIECE Herringbone Pattern

HOLLAND STONE





BELGARD.COM | 877-235-4273

Holland StoneRunning Bond Pa�ern

100% Paver C (100 x 200 x 60mm 4 x 8 x 2.4")

4 x 8 Rectangles

1-PIECE Running Bond Pattern

HOLLAND STONE



P P

LAFITT® GRANA SLAB LAFITT® RUSTIC SLABPAVERS

SHAPES & SIZES

3-Piece Combo 50mm

147/8 x 73/8 x 2 147/8 x 147/8 x 2 147/8 x 227/16 x 2


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

3-PIECE COMBO

147/8 X 73/8 X 2 – – – 36 – – – – – – –

147/8 X 147/8 X 2 – – – 36 – – – – – – –

147/8 X 227/16 X 2 – – – 24 – – – – – – –

TOTAL 140 11.67 12 96 8 97.5 – – 23 320 3220


NATURALCOLLECTION





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LAFITT® GRANA SLABLAFITT® RUSTIC SLAB3-PIECE Pattern A

BELGARD.COM | 877-235-4273 179



Scale:1/2" = 1'-0"

Lafi� Rus�c SlabPa�ern A

20% Paver A (14 7/8 x 7 3/8 x 2 3/8)

40% Paver B (14 7/8 x 14 7/8 x 2 3/8)

40% Paver C (14 7/8 x 22 5/16 x 2 3/8)



BELGARD.COM | 877-235-4273



LAFITT® GRANA SLABLAFITT® RUSTIC SLAB3-PIECE Pattern B

BELGARD.COM | 877-235-4273 180



Scale:1/2" = 1'-0"

Lafi� Rus�c SlabPa�ern A

20% Paver A (14 7/8 x 7 3/8 x 2 3/8)

40% Paver B (14 7/8 x 14 7/8 x 2 3/8)

40% Paver C (14 7/8 x 22 5/16 x 2 3/8)


BELGARD.COM | 877-235-4273




BELGARD.COM | 877-235-4273 181



Scale:1/2" = 1'-0"

Lafi� Rus�c SlabPa�ern C

20% Paver A (14 7/8 x 7 3/8 x 2 3/8)

40% Paver B (14 7/8 x 14 7/8 x 2 3/8)

40% Paver C (14 7/8 x 22 5/16 x 2 3/8)

LAFITT® GRANA SLABLAFITT® RUSTIC SLAB3-PIECE Pattern C




P P* P P


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MEGA-ARBEL PATIO SLAB 60MM

153/8 X 201/16 X 23/8 104.4 8.7 12 72 6 0.69 26.5 230.5 2766

80MM

153/8 x 201/16 x 31/8 78.3 8.7 9 54 6 .69 53.14 318.88 2870

Patio Slab 60mm† 80MM*

153/8 x 201/16 x 23/8 153/8 x 201/16 x 31/8

SHAPES & SIZES

MEGA-ARBEL® PATIO SLABPAVERS

*80mm Only.

† **Special Order Only.

STEP 2STEP 1 STEP 3

3 pavers together to form a cloverleaf.

A set of 3 paversforming a cloverleaf

To make the installation easier, the front of the paver should point to the

with single pavers.

Polymeric Sand recommended for this product.

NATURALCOLLECTION





BELGARD.COM | 877-235-4273

15 x 20 Pavers

1-PIECE Cloverleaf Pattern

MEGA-ARBEL® PATIO SLAB

Mega-Arbel®Cloverleaf Pa�ern

100% Paver A (15 3/8 x 21 x 3 1/8)





P P P P P

MEGA-LAFITT®

PAVERS

SHAPES & SIZES

3-Piece Modular 80mm Large Square 80mm

101/2 x 53/16 x 31/8 101/2 x 103/8 x 31/8 101/2 x 1511/16 x 31/8 1511/16 x 1511/16 x 31/8


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MEGA-LAFITT 3-PIECE MODULAR

101/2 X 53/16 X 31/8 13.3 1.5 9 36 4 – – 2.7 34 SF 350.2 3152

101/2 X 103/8 X 31/8 27 3 9 36 4 – – 1.3 34 SF 350.2 3152

101/2 X 1511/16 X 31/8 50.8 5.6 9 45 5 – – 0.8 34 SF 350.2 3152

TOTAL 92.7 10.3 9 117 – – – – 34 SF 350.2 3152

MEGA-LAFITT LARGE SQUARE

1511/16 X 1511/16 X 31/8 93 10.33 9 54 6 70.2 70.2 0.58 34 SF 351.3 3162

NATURALCOLLECTION

10 x 5 Rectangles 10 x 10 Squares10 x 15 Rectangles


BELGARD.COM | 877-235-4273



BELGARD.COM | 877-235-4273 153



Scale:1/2" = 1'-0"

Mega-Lafi� PaverPa�ern A (3pc)

17% Paver A (10 1/2 x 5 1/4 x 3 1/8)

33% Paver B (10 1/2 x 10 1/2 x 3 1/8)

50% Paver C (10 1/2 x 15 3/4 x 3 1/8)

3-PIECE Pattern A

MEGA-LAFITT®





BELGARD.COM | 877-235-4273 3-PIECE Pattern B

MEGA-LAFITT®





BELGARD.COM | 877-235-4273


13% Paver A (7 7/8 x 3 15/16 x 2 3/8)

27% Paver B (7 7/8 x 7 7/8 x 2 3/8)

40% Paver C (7 7/8 x 11 13/16 x 2 3/8)

20% Paver D (11 13/16 x 11 13/16 x 2 3/8)3-PIECE & LARGE SQUARE Pattern

MEGA-LAFITT®

67 3-Piece33 Large Square


4x18 4x24

4 x 18 x 31/8 4 x 24 x 31/8



P P P

SHAPES & SIZES

MODULINE SERIES® PLANKPAVERS


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MODULINE SERIES PLANK 80MM

4 X 18 X 31/8 72 8 9 144 16 48 216 2 17.75 284 2556

4 X 24 X 31/8 96 12 8 144 18 48 288 1.49 24.53 441.63 3533






BELGARD.COM | 877-235-4273

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Scale:1/2" = 1'-0"

Moduline Series Plank PaverRunning bond

43% Rectangle (4 x 18 x 4")

57% Rectangle (4 x 24 x 4")

43% 4 x 18 Rectangles57% 4 x 24 Rectangles


MODULINE SERIES® PLANK


12x24 24x24

12 x 24 x 23/8 24 x 24 x 23/8



P P P

SHAPES & SIZES

MODULINE SERIES® SLABPAVERS


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MODULINE SERIES SLAB 60MM

12 X 24 X 23/8 120 12 10 60 6 60 120 0.5 28 344 3440

24 X 24 X 23/8 80 8 10 20 2 80 80 0.25 28 231.5 2315




BELGARD.COM | 877-235-4273



BELGARD.COM | 877-235-4273 81

NOTES:AutoCAD® hatch pattern files can be downloaded frombelgard.com for use in architectural drawingsSome patterns may not necessarily reflect thepercentages of stone sizes within a particular pallet.In some cases you may have extras in one or more ofthe sizes. This must be accounted for in your planningand design.

Percentages are based on area by paver.For more pattern options visit

Belgard.com/products/pavers.

Scale:1/2" = 1'-0"

Moduline SlabRunning Bond

33% Rectangle (12 x 24 x 2 3/8)

67% Square (24 x 24 x 2 3/8)

33% 12 x 24 Rectangles67% 24 x 24 Squares


MODULINE SERIES® SLAB


3-Piece Modular 80mm

5 x 711/16 x 31/8 5 x 101/4 x 31/8 5 x 1213/16 x 31/8



P P P P P*

OLD WORLD PAVER™

PAVERS

SHAPES & SIZES


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

3-PIECE LARGE

5 X 711/16 X 31/8 – – – 88 – – – – – – –

5 X 101/4 X 31/8 – – – 96 – – – – – – –

5 X 1213/16 X 31/8 – – – 72 – – – – – – –

TOTAL 90.27 10.03 8 256 32 – 203 – 32 361.13 2889

*Special Order

LEGACYCOLLECTION





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OLD WORLD PAVER™

3-PIECE Random Running Bond Pattern

5 x 7 Rectangles 5 x 10 Rectangles5 x 12 Rectangles

Old World PaverRandom Running Bond

25% Paver A (5 1/8 x 7 3/4 x 3 1/8)

33% Paver B (5 1/8 x 10 1/4 x 3 1/8)

42% Paver C (5 1/8 x 12 13/16 x 3 1/8)




P P P


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

24 X 24 PLAZA PAVER

231/2 X 231/2 X 2 88 8 11 22 2 88 88 4 96 192 2112

SHAPES & SIZES

PLAZA PAVERPAVERS

Plaza Paver 50mm

233/8 x 233/8 x 2



NOTES:


PERMEABLE PAVERS


TABLE OF CONTENTS


76 Permeable Interlocking Concrete Pavement

PERMEABLE PAVERS

82 Aqua Roc™

84 Eco Dublin®

87 Permeable Joint Rock

88 Turfstone™

90 Urbana® Stone

Belgian Cobble, Old World Paver, Urbana and Mega-Lafitt also available in permeable applications. See product pages in Paver Section.


PICP TYPICAL CROSS SECTION

Curb/edge restraint

Subgrade soil

Permeable pavers

Perforated pipes spaced and sloped to drain all stored water

Outfall pipe(s) sloped to storm sewer or stream

Optional geotextile on bottom and sides of open-graded base

Subbase reservoir 6"minimum (No. 2, 3 or 4)

Base reservoir 4" (No. 57)

For pedestrian applications the base reservoir is a minimum of 6" and the subbase can be omitted

Bedding course 1.5" to 2" (No. 8)

Joint fill aggregate (No. 8, 9 or 89)

SITE EVALUATION

When evaluating a site, the following characteristics

•

•

• the foundations have piped drainage at the footers.

• least 1 percent and no greater than 12 percent.

• PICP and water supply wells. (Local jurisdictions may provide additional guidance or regulations.)

BASIC PICP SYSTEMS

Full Infiltration

inlets.

Partial Infiltration

water to a rain garden or storm sewer. This controls the

clays.

Perforated drain pipes are typically raised some inches

the water level rises to the pipes it drains away through them.

No Infiltration

or low strength, or there are other site limitations. The

CONSTRUCTION OVERVIEW

the risk of soil compaction.

aggregate compacted into it to reduce the risk of surface settlement.

PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP)

Additional resources and technical specifications online at www.icpi.org. Source: ICPI Tech Spec, issue number 18


Additional resources and technical specifications online at www.icpi.org. Source: ICPI Tech Spec, issue number 18

INSTALL GEOTEXTILES, IMPERMEABLE LINERS AND DRAIN PIPES IF REQUIRED IN THE PLANS AND SPECIFICATIONS

applications per the design engineer. If there are no

against the soil with at least 1 foot (0.3 m) extending

m) overlap on poor-draining weaker soils (CBR<5%).

Drain pipes are installed according to plans and

conditions.

Place and compact the aggregate subbase

(150 mm) lifts. Compaction is typically done with a 10 ton

compactor. Greater lift thicknesses are normal (e.g., 12 inch or 0.3 m) when using either of these compactors.

mode and the last two are in static mode. Compaction is completed when

INSTALL CURBS OR OTHER EDGE RESTRAINTS

For pedestrian areas and residential driveways, an edge restraint option is using compacted, dense-graded

metal edging fastened to their surface. The dense-

secured with steel spikes. These edge restraints are

identical to those on interlocking concrete pavement driveways. The edge restraint contains some of the

Use 13,500 lbf (60 kN) plate compactor minimum two passes.

Top of PVC level with top of ASTM No. 57 stone

4" PVC pipe min. 2% slope

Pop-up drain recess top .25" into grade place elbow on min. 3" thick compacted ASTM No. 8 stone

Joint fill aggregate (No. 8, 9 or 89)

No. 8 bedding 1.5"-2" thick

Anchor™ concrete pavers 3.125" thick

No. 57 reservoir 4" thick

No. 4 subbase 6" plus thick

18" min. Edge restraint with spikes min. 1'

Soil with vegetative cover

Compacted class 2 base-wrap in geotextile

Subgrade soil

GeotextileCover pipe opening and fasten 16 mesh fiberglass screen

TYPICAL CROSS-SECTION DETAIL NO INFILTRATION USING DENSE-GRADE BASE BERM AS FOUNDATION FOR ANCHORING METAL OR PLASTIC EDGE RESTRAINTS.


Place and compact the aggregate base

inch (19 mm) over a 10 feet (3 m) straightedge.

Place and screed the bedding layer

are placed on the compacted No. 57 layer and are used to guide screeding elevations. The surface tolerance of

manually or with mechanical installation equipment.

soils and 2-feet (0.6 m) overlap on poor-draining weaker soils (CBR<5%).

Place and compact the aggregate subbase

6-inch (150 mm) lifts. Compaction is typically done

(60 kN) plate compactor. Greater lift thicknesses are normal (e.g., 12 inch or 0.3 m) when using either of

compactor.

hand or with mechanical equipment. Border courses consisting of mostly whole (uncut) pavers are typically

Cuts should provide gaps around the entire perimeter of

prevent direct paver-on-paver contact. Cut units should

PICP paver compaction shows that pavers need to be set about 3/4-inch (19 mm) above their final elevation before compaction and 3/8-inch (10 mm) after compaction to account for downward movement.

Manually screeding the No. 8 stone setting bed.


Fill the paver joints and sweep the surface clean

to compaction as loose stones on the surface can mar the pavers when in contact with a plate compactor.

Compact the pavers

After the PICP surface is swept clean, compact it with a plate compactor. Make a minimum of two passes with the

(22 kN) at

Top up joints with joint filling stone as needed and sweep the surface clean


Source: Virginia Stormwater Management Program Manual

PRESERVING OUR DRINKING WATER SUPPLY

STORMWATER FILTRATION

The US Geological Survey reports that half of the drinking water in America comes from groundwater reserves, while the other half comes from lakes and rivers. Both of these sources are adversely impacted when impervious

reduced.

PERMEABLE INTERLOCKING CONCRETE PAVEMENTS (PICP)

40% open space respectively, providing for temporary water storage. Being the same aggregates used for

vehicular loads.

With FULL INFILTRATION systems, which are used on

is expected that any precipitation that falls will drain almost as quickly as it is introduced; any excess rain can

With PARTIAL INFILTRATION systems, which are used on Type C and some D soils, the amount of excess rain that

elevation of the outlet control for the underdrain, which is set to only store as much water as can drain in 1 to 2 days post rainfall event.

majority of 95th percentile design storms in the US range from one to two inches total precipitation. Even at

40 hours for full 2” of rain to drain out of the aggregate

Concrete Curb

Evaporation

Condensation

Precipitation

Surface Runoff

Ground Water Flow

Ground Water Flow

Infiltration

Recharge

Water Table

Saturated Zone

Shallow Aquifer

Deep Aquifer

Groundwater Discharge

Unsaturated Zone

River

Concrete Pavers

Permeable JointMaterial

Open-graded Bedding Course

Open-graded Base Reservoir

Open-graded Subbase Reservoir

Geotextile Per Engineer

Geotextile Against Excavated Soil Walls

Soil Subgrade

Underdrain(as required)

Confining Layer

TEXTURE CLASSMINIMUM FILTRATION

RATE (F)INCH PER HOUR

HYDROLOGIC SOIL

GROUPING

SAND 8.27 A

LOAMY SAND 2.41 A

SANDY LOAM 1.02 B

LOAM 0.52 B

SILT LOAM 0.27 C

SANDY CLAY LOAM 0.17 C

CLAY LOAM 0.09 D

SILTY CLAY LOAM 0.06 D

SANDY CLAY 0.05 D

SILTY CLAY 0.04 D

CLAY 0.02 D


CONTROLLING RUNOFF

The goal of PICP is to mimic, if not improve upon a

Low Impact Development (LID) Best Management Practice

functional pavement and Stormwater Control Measure in one system. Various methods are used to model the site

condition.

CURVE NUMBER FOR PICP SYSTEM

The Natural Resources Conservation Service (NRCS)

type, land cover and amount of rainfall using a parameter

Sample CNs per USDA Technical Release-55 are listed on this page. However, traditional hydrologic modelling

pavement to account for reservoir storage. CNs for PICP

SURFACE RUNOFF COEFFICIENT FOR PICP SYSTEMS

the surface type and is used in the Rational Method to

not account for rainfall intensity, duration, or reservoir

when using the Rational Method.

CREDIT FOR PERVIOUS SURFACE

Correctly designed, installed, and maintained, PICP

of almost any natural soil, and several times greater than

perviousness,” as would a meadow or forest.

WATER VOLUME CONTROL

PICPs can detain or retain water quality volume through

design storm requirements are easily controlled in the

volume at a controlled rate. COVER

DESCRIPTIONCURVE NUMBER

FOR HYDROLOGIC SOIL GROUP

Condition A B C D

WOODS 30-35 55-66 70-77 77-83

PASTURE 39-68 61-79 74-86 80-89

ROW CROPS 61-72 70-81 77-88 80-91

LAWN, PARKS 39-68 61-79 74-86 80-89

COMMERCIAL & BUSINESS

89 92 94 95

INDUSTRIAL 81 88 91 93

PAVED ROADS & PARKING LOTS

98 98 98 98

ROOFS 98 98 98 98

Source: USDA Technical Release 55


80mm Rectangle 80mm Square

41/2 x 9 x 31/8 9 x 9 x 31/8



P P P P P P P*


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

AQUA ROC UNITS

41/2 X 9 X 31/8 90 11.25 8 320 40 120 240 0.282 9.84 393.75 3296

9 X 9 X 31/8 90 11.25 8 160 20 120 120 0.5625 19.68 393.75 3150

SHAPES & SIZES

AQUA ROC™

PERMEABLE PAVERS


ENVIRONMENTALCOLLECTION

Mechanical Installation





BELGARD.COM | 877-235-4273

BELGARD.COM | 877-235-4273 138


Scale:1/2" = 1'-0"


Aqua RocPa�ern A (2pc)

33% Paver A (4-1/2 x 9)

67% Paver B (9 x 9)

4 x 9 Rectangles 9 x 9 Squares

2-PIECE Running Bond

AQUA ROC™




P P P P P P*

ECO DUBLIN®

PERMEABLE PAVERS

SHAPES & SIZES


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

ECO DUBLIN 3-PIECE MODULAR 60MM

77/8 X 315/16 X 23/8 – – – 120 – – – – – – –

77/8 X 77/8 X 23/8 – – – 64 – – – – – – –

77/8 X 1113/16 X 23/8 – – – 104 – – – – – – –

TOTAL 120 12 10 288 – – – – – – 3250

3-Piece Modular 60mm

77/8 x 315/16 x 23/8 77/8 x 77/8 x 23/8 77/8 x 1113/16 x 23/8







BELGARD.COM | 877-235-4273

BELGARD.COM | 877-235-4273 161



Scale:1/2" = 1'-0"

Urbana StonePa�ern A (3pc)

17% Paver A (4 x 8 x 2 3/8)

33% Paver B (8 x 8 x 2 3/8)

50% Paver C (8 x 12 x 2 3/8)

3-PIECE Pattern A

ECO DUBLIN®


BELGARD.COM | 877-235-4273




3-PIECE Pattern B

ECO DUBLIN®



P P P P


UNIT WEIGHT/BAG LBS BAGS/PALLET WEIGHT/PALLET LBS

PERMEABLE JOINT ROCK

VARIABLE 50 40 2000

PERMEABLE JOINT ROCKPERMEABLE PAVERS



UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

TURFSTONE UNIT

153/4 X 235/8 X 31/8 101 12.63 8 40 5 52.5 78.75 3 64.38 321.88 2575

SHAPES & SIZES

80mm

153/4 x 235/8 x 31/8

TURFSTONE™

PERMEABLE PAVERS



P P P





BELGARD.COM | 877-235-4273

BELGARD.COM | 877-235-4273 75

NOTES:AutoCAD® hatch pattern files can be downloaded frombelgard.com for use in architectural drawingsSome patterns may not necessarily reflect thepercentages of stone sizes within a particular pallet.In some cases you may have extras in one or more ofthe sizes. This must be accounted for in your planningand design.

Percentages are based on area by paver.For more pattern options visit

Belgard.com/products/pavers.

Scale:1" = 1'-0"

TurfstoneStaggered Running Bond

100% Paver A (15 3/4 x 23 5/8 x 3 1/8)

15 x 23 Pavers

1-PIECE Staggered Running Bond

TURFSTONE™




P P P P P P*


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

3-PIECE MODULAR 60MM

77/8 X 315/16 X 23/8 19.17 1.9 10 90 9 – – 4.6 27 SF 314.2 3142

77/8 X 77/8 X 23/8 38.97 4 10 90 9 – – 2.3 27 SF 314.2 3142

77/8 X 1113/16 X 23/8 58.23 6 10 90 9 – – 1.5 27 SF 314.2 3142

TOTAL 116.4 11.9 10 270 27 – 180 – – 314.2 3142

LARGE SQUARE

1113/16 X 1113/16 X 23/8 116.25 12 10 120 12 120 120 1 27 SF 313.8 3138

SHAPES & SIZES

URBANA® STONEPAVERS


Note: 80m Special Order. For pallet information contact your Belgard Rep.

3-Piece Modular 60mm Large Square

77/8 x 315/16 x 23/8 77/8 x 77/8 x 23/8 77/8 x 1113/16 x 23/8 1113/16 x 1113/16 x 23/8






BELGARD.COM | 877-235-4273

BELGARD.COM | 877-235-4273 161



Scale:1/2" = 1'-0"

Urbana StonePa�ern A (3pc)

17% Paver A (4 x 8 x 2 3/8)

33% Paver B (8 x 8 x 2 3/8)

50% Paver C (8 x 12 x 2 3/8)

3-PIECE Pattern A

URBANA® STONE


BELGARD.COM | 877-235-4273




3-PIECE Pattern B

URBANA® STONE


67% 3-Piece 33% Large Square




BELGARD.COM | 877-235-4273


13% Paver A (7 7/8 x 3 15/16 x 2 3/8)

27% Paver B (7 7/8 x 7 7/8 x 2 3/8)

40% Paver C (7 7/8 x 11 13/16 x 2 3/8)

20% Paver D (11 13/16 x 11 13/16 x 2 3/8)

3-PIECE AND LARGE SQUARE Pattern

URBANA® STONE


PORCELAIN PAVERS


TABLE OF CONTENTS


96 Porcelain Paver Installation

98 Sand Set Over Compacted Road Base Installation

98 Sand Set Over Concrete Overlay Installation

99 Cementitious Adhesive Overlay Installation

PORCELAIN PAVERS

100 Ardesie

101 Glocal

102 Noon

103 Quarziti 2.0

104 Silverlake

105 Stones 2.0

106 Sundeck

107 Verona™

108 Porcelain Veneer

109 Unico


PORCELAIN PAVERS

withstand use in exterior applications.

PORCELAIN PAVERS ADVANTAGES:• Freeze thaw resistant—They are 100% frost-free and

their properties remain unaltered at temperatures

• Color durability

• •

will not seep into pours.• Easy to clean

a low pressure washing device* (see pressure washing

• Stylish—Matches what homeowners are currently

doing inside the home.• Durable

• Resistant— High compressive strength and ultra-low

mold, moss, dirt and other staining.

• Skid-resistant—Structured paver top textures create slip resistant surfaces for safety; perfect for around pools/spas or in wet climates.

• Modular Design—Superior accuracy in dimensional

executed installations with tight and accurate lines.• Light weight

•

at least 29.

• Impermeable— Deicing salt and other deicing materials

* It is important that all pressure washing of your porcelain pavers be done with a low pressure washer with a maximum of 1600 psi and nothing more powerful. When pressure washing your installation, care should be taken to prevent damage to the grout (adhesive and grout installations) and some re-sanding will be necessary when power washing an installation with sand or polymeric sand joints.

SPECIALTY TOOLS FOR PORCELAIN PAVER CONSTRUCTION:•

manufactured for wet cutting porcelain.

length porcelain paver.•

• The use of gloves is highly recommended while

•

for cementitious adhesive and grout installation. The

• Pallets of porcelain pavers are manufactured and shipped with a Heavy Duty plastic protective pallet cover and the individual porcelain pavers are packaged

• Caution: Removing pavers from their protective

packaging and handling multiple loose stones together


CLEANING & MAINTENANCE FOR PORCELAIN PRODUCTS

We suggest performing a preliminary wash on a sample surface of a few square meters; if the test is successful,

PORCELAIN PAVER INSTALLATION

the required thickness as shown in the detail drawings. The porcelain pavers are not compacted and therefore the sand

INSTALLATION INFORMATION THAT MUST BE FOLLOWED :• NEVER compact porcelain pavers with a plate compactor.•

porcelain pavers in sand set installations.•

•

installed in a perspective to support and space 4 paver corners and the photo on the right illustrates the installed spacer snapped apart (as designed) to form Space T that supports 2 paver corners. This versatility will permit your

• For a 100 sf. project, approximately 34 spacers are needed; this allows for overages if needed.

4mm spacers


Peripheral restraint system spiked to 6–8-in over base area

MINIMUM 4mm -in) spacing between pavers

20mm (3/4-in) Porcelain pavers

Subgrade

SoilSand Bedding Course

Compacted Road Base 3/4-in minus road base material. Base thickness is determined by soil and climate conditions

SAND SET OVER COMPACTED ROAD BASE INSTALLATION (PEDESTRIAN FOOT TRAFFIC)

INSTALLATION NOTES:• •

edge of the pavement.• •

drawing.• • Insure the plastic 4mm spacers are installed at all corners of the installed pavers.

Porcelain Paver

Sand Bedding Course

1.5-in tall peripheral restraint system spiked into 6-8-in over base area

Belgard porcelain pavers can also be installed as a permeable system. Replace sand with 2 inch thick bedding course or 3/8 inch crushed open grade aggregate. Replace 3/4 minus base with 3/4 crushed open grade aggregate

SAND SET OVER CONCRETE OVERLAY INSTALLATION (PEDESTRIAN FOOT TRAFFIC)

INSTALLATION NOTES:•

•

with smooth surface• • •

• Insure the plastic 4mm spacers are installed at all corners of the installed pavers.

Peripheral restraint system spiked to 6–8-in over base area

Subgrade

MINIMUM 4mm ( -in) spacing between pavers

20mm (3/4-in) Porcelain pavers

Soil

Sand Bedding Course

Porcelain Paver

Sand Bedding Course

11/2-in tall peripheral restraint system anchored into concrete base

Concrete Base

Geotextile FabricInstalled on top of concrete and folded up the front of the edging. This is required to prevent the unwanted migration of the sand bedding course material.


CEMENTITIOUS ADHESIVE OVERLAY, CONCRETE BASE INSTALLATION (LIGHT VEHICULAR TRAFFIC)

INSTALLATION NOTES:• Insure that pavement is constructed with a 2% slope

• For Cementitious adhesive and grout installation, refer to the

•

•

Subgrade Concrete Base

3/8-in grout filled joint20mm (3/4-in) Porcelain pavers

Soil

Cementitous Adhesive3/8-in Contraction/Control Joint

Induced crack beneath Saw Cut Contraction Joint

Saw Cut Contraction Joint, spaced according to AC and PCA guidelines and placed exactly in the center of the slab joint. The depth of the Saw Cut must be a minimum of 1/4 of the thickness of the concrete slab.

Sealant Backer Rod

Architectural Urethane Sealant



UNIT GROSS WEIGHT / BOX PIECES / BOX SQ FT / BOX BOXES / FULL

PALLET SQ FT / PALLET PALLET GROSS WEIGHT

24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

SHAPES & SIZES

24 x 24

23.54 x 23.54 x 3/4

Spacers are recommended for all porcelain paver installations.

MIRAGE install guide for driveway install procedure.

ARDESIE PORCELAIN PAVERSSTONE FINISH

INSTALLATIONON PERMEABLE AGGREGATE BASE

MORTAR BED ADHESIVEINSTALLATION

INSTALLATION SAND SET OVER COMPACTED BASE

FIXED PEDESTAL INSTALLATION ON CONCRETE FLOOR*

LAYING SYSTEMS

PORCELAINCOLLECTION


24 x 24 24 x 48 48 x 48

23.54 x 23.54 x 3/4 23.54 x 47.17 x 3/4 47.17 x 47.17 x 3/4






24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

24 X 48

23.54 X 47.17 X 3/4 74 1 7.75 35 271.25 2621

48 X 48

47.17 X 47.17 X 3/4 148.5 2 15.5 20 310 3009

SHAPES & SIZES




FIXED PEDESTAL INSTALLATION ON CONCRETE FLOOR

LAYING SYSTEMS

PORCELAINCOLLECTION

NEW - SPECIAL ORDERGLOCAL PORCELAIN PAVERSSTONE FINISH


SHAPES & SIZES






12 X 48

11.73 X 47.17 X 3/4 74 2 7.75 20 155 1480

12 X 48

11.73 x 47.17 x 3/4

NOON PORCELAIN PAVERSWOOD FINISH





LAYING SYSTEMS

PORCELAINCOLLECTION





24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

24 X 48

23.54 X 47.17 X 3/4 74 1 7.75 35 271.25 2621

SHAPES & SIZES







LAYING SYSTEMS

QUARZITI 2.0 PORCELAIN PAVERSSTONE FINISH

PORCELAINCOLLECTION

24 x 24 24 x 48

23.54 x 23.54 x 3/4 23.54 x 47.17 x 3/4





24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

24 X 48

23.54 X 47.17 X 3/4 74 1 7.75 35 271.25 2621

SHAPES & SIZES







LAYING SYSTEMS

PORCELAINCOLLECTION

24 x 24 24 x 48

23.54 x 23.54 x 3/4 23.54 x 47.17 x 3/4

NEW - SPECIAL ORDERSILVERLAKE PORCELAIN PAVERSSTONE FINISH





24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

SHAPES & SIZES

24 x 24

23.54 x 23.54 x 3/4



STONES 2.0 PORCELAIN PAVERSSTONE FINISH





LAYING SYSTEMS

PORCELAINCOLLECTION


SHAPES & SIZES



12 x 48

11.73 x 47.17 x 3/4




12 X 48

11.73 X 47.17 X 3/4 74 2 7.75 20 155 1480

SUNDECK PORCELAIN PAVERSWOOD FINISH





LAYING SYSTEMS

PORCELAINCOLLECTION


24 x 24

23.54 x 23.54 x 3/4

SHAPES & SIZES






24 X 24

23.54 X 23.54 X 3/4 72 2 7.75 30 232.5 2160

VERONA PORCELAIN PAVERSSTONE FINISH





LAYING SYSTEMS

PORCELAINCOLLECTION


dimensional decorative piece ideal to outdoor tiling for creating walls

and the wall.

Installation Recommendations•

order to increase the adhesion of the modules on the wall.•

•

• For installation of corners, start the procedure with the spaccatella corners as shown in the chart and proceed with the spaccatella on the wall.

• In order to clad walls which will come into contact with water

•

mortar and grout, immediately proceed with their cleaning.

4 x 18

4.13 x 17.72 x 3/4

SHAPES & SIZES




4 X 18

4.13 X 17.72 X 3/4 34.6 14 7.1 55 390.7 1900

PORCELAIN VENEERSWALL VENEERS

PORCELAINCOLLECTION


SHAPES & SIZES

UNICO

12.99 x 23.54 x 3/4

Two installation needs, a single solution.

23.51”x 3/4”, is

sides, on one side it has a rounded edge and on the other a square edge.

An extremely versatile special piece, which

step and as a special piece for swimming

edge or straight edge,

the side.

ROUNDED EDGE STRAIGHT EDGE






UNICO

12.99 X 23.54 X 3/4 52 3 6.37 40 254.82 2080

UNICOSTEPS AND COPING

PORCELAINCOLLECTION


WALLS


TABLE OF CONTENTS

WALL INSTALLATION GUIDE

112 Wall Types114 Before You Begin115 Estimating Base Course Materials 118 Belair Wall® 2.0 Installation Guide – Retaining Wall 122 Belair Wall® 2.0 Installation Guide – Freestanding Wall 134 Basic Installation Guide – Retaining Wall 148 Highland Stone Installation Guide – Retaining Wall 150 Highland Stone Installation Guide – Freestanding Wall 160 Tandem Wall® System Installation Guide – Retaining & Freestanding Walls 160 System Installation Utilizing Connectors 170 System Installation Utilizing Tandem Modular Block

WALLS

116 Belair Wall® 2.0

128 Diamond®

129 Diamond® 10D

130 Diamond Pro® & Virtual Joint

132 Highland Stone®

152 Melville™ Wall

153 Ashlar Tandem® Wall

154 Ashlar Tandem® Column Kits

158 Melville Tandem® Wall

166 Tandem® Modular Grid

184 U Start Base Block®

185 Weston Stone™


SEGMENTAL RETAINING WALL TYPES

Segmental retaining walls typically fall into one of three categories.

GRAVITY RETAINING WALL

that does not use soil reinforcement. A gravity wall has

of this type of retaining wall is that it requires a smaller

GEOSYNTHETIC-REINFORCED RETAINING WALL

The second category is a geosynthetic-reinforced wall,

are (theoretically) no height limitations with reinforced retaining walls, and they are used in larger applications. It

extends past the theoretical failure plane and serves

restraining the retained soil.

ANCHORPLEX® SYSTEM

The third category is the Anchorplex system, which

Use of the Anchorplex system completely eliminates the need for the construction of a mechanically

geosynthetic-reinforced wall construction.Contact Anchor Wall Systems at 1-877-295-5415 for more information about designing and building with the Anchorplex system.

Topsoil

Low-permeablesoil

Reinforcedsoil zone

Drainageaggregate

DrainpipeLeveling pad

Geosynthetic reinforcement

Drainpipe

Structural backfill

Low-permeablesoil

Filterfabric

Leveling pad

Topsoil

Filterfabric

Leveling padDrainpipe

Drainage aggregategravel fill

Topsoil

Base material


OTHER SEGMENTAL WALL APPLICATIONS

INDEPENDENT TERRACED WALLS

a distance away from the lower wall of at least twice the height of the lower wall. In addition, the upper wall

wall. Exceptions to this general rule include weak soil

wall locations. For example, if the lower terrace is 4 feet

water is directed around or under the lower wall. Never

DEPENDENT TERRACED WALLS

is less than twice the height of the lower wall, the walls

account, incorporating additional reinforcement — and longer layers — into the wall plan. In addition, structurally

Drainage aggregate gravel fill

Geosynthetic reinforcementDrainpipe

Leveling pad

Drainage aggregate gravel fill

H

Drainpipe

Leveling pad

2 X H

H


BEFORE YOU BEGIN

• •

• • • Prepare a drawing of the site with the wall location, lengths and elevations.•

of water.•

•

•

and a plate compactor.

• Always wear protective eye wear.

For additional wall installation references go to Belgard.com.


WALLSEstimating Base Course Materials

1. HOW DO I ESTIMATING LEVELING PAD AGGREGATE?

(D) x 1.25 = _______ tons.

2. HOW DO I ESTIMATE DRAINAGE AGGREGATE?

sq. ft. ÷ 27 x 1.1 = _______ cu. yd.

cu. yd. x 1.6 x 1.25 = _______ tons of aggregate with compensation for compaction.


RESIDENTIAL COMMERCIAL STEPS COLUMNS FIRE PITS KITCHEN FREESTANDINGWALL

RETAININGWALL

P P P P P P P P

Column/Corner Cap Cap End Unit Wall End Unit U Start Base Block®

6 x 16 x 8 3 x 8 x 131/2 3 x 131/2 x 8 6 x 8 x 11 31/2 x 181/2 x 12*

6" Freestanding Wall 6" Retaining Wall

6 x 6 x 5 6 x 10 x 5 6 x 16 x 5 6 x 6 x 8 6 x 10 x 8 6 x 16 x 8

SHAPES & SIZES

**Recommended for use

units. (SOLD SEPARATELY)NOTE: U Start Base Block actual coverage length is 16 "

BELAIR WALL® 2.0FREESTANDING / RETAINING WALLS

NATURALCOLLECTION



UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

BELAIR WALL 2.0, 6" FREESTANDING WALL

6 x 6 x 5 – 6 5 30 – – – – 11 SF 588 2939

6 x 10 x 5 – 6 5 30 – – – – 19 SF 588 2939

6 x 16 x 5 – 6 5 60 – – – – 28 SF 588 2939

TOTAL 30 6 5 120 – – – – – – 2939

BELAIR WALL 2.0, 6" RETAINING WALL

6 x 6 x 8 – 10 3 15 – – – – 20 SF 783 2350

6 x 10 x 8 – 10 3 15 – – – – 31 SF 783 2350

6 x 16 x 8 – 10 3 30 – – – – 52 SF 783 2350

TOTAL 30 10 3 60 – – – – – – 2350

BELAIR WALL 2.0 COLUMN/CORNER

6 x 16 x 8 28 – 2 28 14 37 – – 57 825 1650

BELAIR WALL 2.0 CAP

3 x 8 x 131/2 – – 8 144 18 96 – – 23.5 400 3200

BELAIR WALL 2.0 CAP END UNIT

3 x 131/2 x 8 – – 3 36 12 24 – – 24 300 900

BELAIR WALL 2.0 WALL END UNIT

6 x 8 x 11 – – – 42 – – – – 35 – 1525

U START BASE BLOCK*

31/2 x 181/2 x 12 86.2 – – 56 – 84 – – 53 – 3050


1. HOW DO I ESTIMATE FOR BURIED BASE UNITS?

large wall units or U Start Base Blocks. Determine the length of the wall

56 base blocks per pallet.

2. HOW MANY RETAINING WALL BLOCKS DO I NEED?

15 sets per pallet. 15 = _______ pallets needed.

3. HOW MUCH FILTER FABRIC IS NEEDED (OPTIONAL)

4. HOW MANY CAP UNITS WILL I NEED?

Convert wall length (L) to inches: L x 12 = _______ L in inches (LI). Cap factor (CF) = cap front inches +

LI ÷ CF = _______ caps.

5. HOW MANY CORNER/COLUMN UNITS DO I NEED?

28 Corner/column units per pallet.

ONE SET = 2 large, 1 medium & 1 small.

2-sided corner/column unit

2-sided trapezoidal cap unit

Torpedo® Base Block/

ESTIMATING FOR BELAIR WALL® 2.0 - RETAINING WALL


Diagram 1 - Base Course

Diagram 2 - Backfill and Compact

BEFORE BASE COURSE SEE BASIC INSTALLATION FOR RETAINING WALL CONSTRUCTION GUIDE FOR BASE PREP AND LEVELING PAD INSTRUCTIONS ON PAGE 134.

IMPORTANT TIP FOR BASE COURSE:Due to the manufacturing process of this block, pitch the base course back slightly to keep the wall level on higher courses. For walls over 30 inches in height, soil reinforcement is generally necessary. A qualified engineer should be consulted for design and analysis of structures.

BASE COURSE

-inch for each foot of wall height

same manner. See Diagram 1.

See Diagram 2.

BELAIR WALL® 2.0 INSTALLATION CONSTRUCTION GUIDE - RETAINING WALL


LAYING PATTERN GUIDE FOR MULTI-PIECE RETAINING WALLS

USING A PATTERN FOR SINGLE-HEIGHT RETAINING WALLS

edge, laying the units as indicated. Install at least one repeat of the

1 medium unit and 1 small unit, and is 2 square feet.

STEPPING UP THE BASE AT LOWEST POINT

STEP-UP

6" Minimum Compacted Granular Base Leveling Pad

Native Soil Torpedo® / U Start Base Block

6"

Blocks required

6 Sets 12 6" x 16" 6 6" x 10" 6 6" x 6"

Blocks required

3 Sets 6 6" x 16" 3 6" x 10" 3 6" x 6"

Shaded Area RepresentsRepeating Pattern

4'0"

18"

Base Block (Typical Units)

6" x 16" 6" x 10" 6" x 16" 6" x 6"


First Course

RETAINING WALL SQUARE FIRE PIT CONSTRUCTION

Second Course

4'0"

2'8"

8"

8"

Corner/Column Units

Stagger Corner/Column Units to Maintain Bond

Remove Rear-Lip on ALL Blocks

Piece Counts: Column/Corner 8 6 x 16 x 8 8 6 x 8 x 8 8

Pavers

Sand

Line Inside of Fire Pit with Fire Bricks or Steel Insert

4'0"

2'8"

8" Minimum Compacted Granular-Base Leveling Pad

STEP CONSTRUCTION

varies in the amount of dummy units required.

All applications will require some sort of tread to cover the facing units.

USING FILL SCENARIO

6" High Block Unit

6" Compacted Granular Base

Double-sided Cap

Existing Grade

Dummy Blocks

USING CUT SCENARIO

6" High Block Unit

6"

6"Compacted Granular Base

Double-sided Cap

Existing Grade

Cut Units as Needed


ESTIMATING FOR BELAIR WALL® 2.0 - FREESTANDING WALL

1. HOW DO I ESTIMATE FOR BURIED BASE UNITS?

U Start Base Blocks. Determine the length of the wall in feet and divide

Linear feet of wall ÷ _______ 56 base blocks per pallet.

2. HOW MANY FREESTANDING WALL BLOCKS DO I NEED?

Square feet of wall = _______ sets needed. 30 sets per pallet. 30 = _______ pallets needed.

3. HOW MUCH FILTER FABRIC IS NEEDED? (OPTIONAL)


Convert wall length (L) to inches: L x 12 = _______ L in inches (LI). Cap factor (CF) = cap front inches +

LI ÷ CF = _______ caps.

5. HOW MANY CORNER/COLUMN UNITS DO I NEED?

_______ of units needed. 28 Corner/column units per pallet.

2-sided corner/column unit

2-sided trapezoidal cap unit

ONE SET = 2 large, 1 medium & 1 small.

U Start Base Block



IMPORTANT TIP FOR BASE COURSE:

Due to the manufacturing process of this block, pitch the base course back slightly to keep the wall level on higher courses. For walls over 30 inches in height, soil reinforcement is generally necessary. A qualified engineer should be consulted for design and analysis of structures.

BASE COURSE

See Diagram 1.

WALL COURSES

appropriate side of the pattern. See Diagram 2.

vertical levels of each wall. See Diagram 3.

curves as needed. See Diagram 4.

Diagram 2 – Wall Course

Diagram 3 – Subsequence Courses

Diagram 4 – Check gaps

TIP:

BELAIR WALL® 2.0 INSTALLATION CONSTRUCTION GUIDE - FREESTANDING WALL

Diagram 1 – Base Course


Diagram 5 – 90-Degree Corner

Diagram 6 – Abutting to a Column

TIP:

A good tool to help maintain that consistent spacing is level.


IMPORTANT TIP FOR BASE COURSE:

Due to the manufacturing process of this block, pitch the base course back slightly to keep the wall level on higher courses. For walls over 30 inches in height, soil reinforcement is generally necessary. A qualified engineer should be consulted for design and analysis of structures.

BASE COURSE

See Diagram 1.

WALL COURSES

appropriate side of the pattern. See Diagram 2.

of each wall. See Diagram 3.

See Diagram 4.

FREESTANDING WALL WITH 90-DEGREE CORNERS

See Diagram 5.

WALL ABUTTING A COLUMN

See Diagram 6.

NOTE: Three-sided cap end and three-sided wall end units are available for Belair Wall 2.0 wall systems. Exclude a cap unit if using a cap end unit. Use wall end units if not ending wall with a column or for step-up.


WHEN TO USE A PATTERN FOR FREESTANDING WALLS

consists of 2 large units, 1 medium unit and 1 small unit, and is 1 square foot of two sided wall.

NOTE: These freestanding wall installation patterns show only one side of the freestanding wall. The same number of blocks are needed to build the other side of a freestanding wall when using Belair Wall 2.0 freestanding wall systems. Freestanding wall installation patterns are measured in length by height of one side of the wall, and are expressed in square feet. Sets of blocks required include the number of blocks needed to build both sides of the wall.

ENDING A WALL WITH WALL ENDS

Start pattern next to a wall end unit if the wall does not end with a column. Every other wall end is cut in half. Glue all pieces in place using concrete adhesive.

Wall End Units(textured on 3 sides)

U Start Base Block

Shaded Area RepresentsRepeating PatternU Start Base Block

4'0"

18"

6" x 16" 6" x 10" 6" x 16" 6" x 6"

Cap Unit

Freestanding Wall Unit

U Start Base Block

1'6"

6"

6" Min. Compacted Granular Base Leveling Pad

2'0"


COLUMN CONSTRUCTION

Course A

Course B

6" Minimum Compacted Granular-Base Leveling Pad

3'0"

6"

Stager Corner/Column Units to Maintain Bond


TRAPEZOID DOUBLE-SIDED CAP

used in any of four directions

STRAIGHT WALL

faces, for a straight line. Always start capping from the lowest elevation.

CURVES

facing out (wide faces for outside curves; narrow faces for inside curves).Occasional cutting of some pieces

Minimum radius: 7'6"

90-DEGREE CORNERS WITH CAP END

Using a Cap End unit

FINISH WITH A CAP END

Do not cut the cap end, cut an interior cap if needed.

N W N W N W N W

W N W N W N W N

W W WW

WWW

N NN

NNN

N

NOTE:

all sides. Pound the chisel on the same

sides are not exposed, use a saw with a

Cap Course

Cap End Units

Remove 1/2" of texture from back of cap and cap end as needed to fit

Cap End Unit

Cap End Unit (textured on 3 sides)

U Start Base Block

STEPPING UP CAPS WITH CAP ENDS

side with the arrow is hidden.

131/2" 8"

7"


NOTES:



RETAININGWALL

P P P P

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

DIAMOND STRAIGHT FACE

6 x 171/4 x 12 30 6.48 5 45 9 – 1.33 1.5 69 621 3155

DIAMOND BEVELED FACE

6 x 16 x 12 30 5.94 5 45 9 – 1.33 1.5 69 621 3155

DIAMOND STEP

6 x 16 x 12 29.33 – – 44 – – – – – – 3746

DIAMOND UNIVERSAL CAP

3 x 171/4 x 13 22.5 3 8 72 – – – – 57 513 3434

U START BASE BLOCK

31/2 x 181/2 x 12 86.2 – – 56 – 84 – – 53 – 3050

Straight Face Beveled Face Step Universal Cap U Start Base Block®

6 x 171/4 x 12 6 x 16 x 12 6 x 16 x 12 3 x 171/4 x 13 31/2 x 181/2 x 12*

**Recommended for use

units. (SOLD SEPARATELY)NOTE: U Start Base Block actual coverage length is 16 "

DIAMOND®

RETAINING WALLS

1. HOW MANY WALL UNITS ARE NEEDED? (SF) = length (L) x height (H). Straight Face: SF x 1.39 = _______ # units

Beveled Face: SF x 1.49 = _______ # units


LI ÷ CF = _______ caps.

3. HOW MUCH GEOSYNTHETIC REINFORCEMENT STRUCTURAL BACKFILL DO I NEED?

See pages 171-176 for charts.

LEGACYCOLLECTION



RETAININGWALL

P P P P

SHAPES & SIZES

Straight Face Beveled Face Step XL Cap U Start Base Block®

6 x 173/4 x 10 6 x 16 x 10 6 x 16 x 12 3 x 171/4 x 13 31/2 x 181/2 x 12*

*Recommended for use with

(SOLD SEPARATELY)NOTE: U Start Base Block actual coverage length is 16 "


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

DIAMOND 10D STRAIGHT FACE

6 x 173/4 x 10 39.4 6.57 6 54 9 – – 1.5 57 486 2916

DIAMOND 10D BEVELED FACE

6 x 16 x 12 35.5 6 6 54 9 – – 1.5 54 486 2916

DIAMOND STEP

6 x 16 x 12 29.33 – – 44 – – – – – – 3746

DIAMOND UNIVERSAL CAP

3 x 171/4 x 13 22.5 3 8 72 – – – – 57 513 3434

U START BASE BLOCK

31/2 x 181/2 x 12 86.2 – – 56 – 84 – – 53 – 3050

DIAMOND® 10DRETAINING WALLS

1. HOW MANY WALL UNITS ARE NEEDED? (SF) = length (L) x height (H). Straight Face: SF x 1.39 = _______ # units

Beveled Face: SF x 1.49 = _______ # units


LI ÷ CF = _______ caps.

3. HOW MUCH GEOSYNTHETIC REINFORCEMENT STRUCTURAL BACKFILL DO I NEED?

See pages 171-178 for charts.

LEGACYCOLLECTION



RETAININGWALL

P P P P

Straight Face Beveled Face Corner XL Cap U Star Base Block®

8 x 18 x 12 8 x 18 x 12 8 x 18 x 9 3 x 171/4 x 13 31/2 x 181/2 x 12*

SHAPES & SIZES

*Recommended for use with

(SOLD SEPARATELY)NOTE: U Start Base Block actual coverage length is 16 "


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

DIAMOND PRO STRAIGHT FACE

8 x 18 x 12 45 9 5 45 9 – – 1 74 370 3380

DIAMOND PRO BEVELED FACE

8 x 18 x 12 45 9 5 45 9 – – 1 74 370 3380

DIAMOND PRO CORNER

8 x 18 x 9 40 8 5 40 8 – – 1 95 760 3800

UNIVERSAL CAP

3 x 171/4 x 13 22.5 3 8 72 – – – – 57 513 3434

U START BASE BLOCK

31/2 x 181/2 x 12 86.2 – – 56 – 84 – – 53 – 3050

DIAMOND PRO® RETAINING WALLS

1. HOW MANY WALL UNITS ARE NEEDED? (SF) = length (L) x height (H). SF x 1 = _______ # units needed


LI ÷ CF = _______ caps.

LEGACYCOLLECTION


Virtual Joint Blocks XL Cap

8 x 18 x 12 8 x 18 x 12 3 x 171/4 x 13


RETAININGWALL

P P P P

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

DIAMOND PRO VIRTUAL JOINT BLOCKS

8 x 18 x 12 45 9 5 45 9 – – 1 74 370 3380

UNIVERSAL CAP

3 x 171/4 x 13 22.5 3 8 72 – – – – 57 513 3434

*Note: Diamond Pro Virtual Joint is meant to be used in conjunction with Diamond Pro. 1 to 1 pallet ratio is recommended.

DIAMOND PRO® VIRTUAL JOINTRETAINING WALLS

1. HOW MANY WALL UNITS ARE NEEDED? (SF) = length (L) x height (H). SF x 1 = _______ # units needed


LI ÷ CF = _______ caps.

LEGACYCOLLECTION


Column/Corner XL Cap

6 x 18 x 9 3 x 171/4 x 13

6" & 12" Retaining Wall 18" Retaining Wall

6 x 6 x 12 6 x 12 x 12 6 x 18 x 12

6" & 12" Freestanding Wall 18" Freestanding Wall

6 x 6/4 x 9 6 x 12/10 x 9 6 x 18/16 x 9


RETAININGWALL

P P P P P P P P

SHAPES & SIZES

HIGHLAND STONE®

FREESTANDING / RETAINING WALLS

1. HOW MANY WALL UNITS ARE NEEDED? (SF) = length (L) x height (H). Retaining Wall: SF x .67 = _______ # units needed (18", 12" and 16")

Freestanding Wall: SF x .71 = _______ # units needed (18", 12" and 16")


LI ÷ CF = _______ caps.

3. HOW MUCH GEOSYNTHETIC REINFORCEMENT STRUCTURAL BACKFILL DO I NEED? See pages 171-176 for charts.

HERITAGECOLLECTION



UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

HIGHLAND STONE 6" & 12" FREESTANDING WALL (NOTE: ONLY SOLD AS PAIR)

6 x 6/4 x 9 – – – – – – – – – – –

6 x 12/10 x 9 – – – – – – – – – – –

TOTAL 29.2 – 5 40 8 – – – – – 2630

HIGHLAND STONE 18" FREESTANDING WALL

6 x 18/16 x 9 29.2 – 5 40 8 – – – – – 2850

HIGHLAND STONE 6" & 12" RETAINING WALL (NOTE: ONLY SOLD AS PAIR)

6 x 6 x 12 – – – – – – – – – – –

6 x 12 x 12 – – – – – – – – – – –

TOTAL 33.75 6.75 5 45 9 – 67.5 1.33 85 765 3875

HIGHLAND STONE 18" RETAINING WALL

6 x 18 x 12 33.75 6.75 5 45 9 – 67.5 1.33 85 765 3875

HIGHLAND STONE COLUMN/CORNER

6 x 18 x 9 30 6.75 5 40 8 – – 1.33 86 774 3490

UNIVERSAL CAP

3 x 171/4 x 13 22.5 3 8 72 – – – – 57 513 3434


STAKE OUT THE WALL•

the project supervisor.

EXCAVATION• Excavate for the leveling pad according to the lines and grades shown

geosynthetic reinforcement material, if needed.

•

See Diagram 1.

LEVELING PAD•

•

• If the planned grade along the wall front will change elevation, the leveling

•

See Diagram 2.

BASE COURSE•

•

the leveling pad. See Diagram 3.

•

• they are in full contact with the leveling pad.

• remain consistently level.

• • For multi-piece products, use the largest unit, 18 inches wide, for the

•

See Diagram 4.

Diagram 1 – Excavation

Diagram 2 – Leveling Pad

Diagram 3 – Base Course

Diagram 4 – Core Fill

BASIC INSTALLATION CONSTRUCTION GUIDE - RETAINING WALL


Daylight drainpipe at least every 50 feet to ensure proper drainage

Leveling pad

Drainageaggregate

Base material

CONSTRUCTION OF SUBSEQUENT COURSES• •

See Diagram 5.

•

•

rough-hewn face texture of these products. We recommend a non-woven,

•

• is laid.

•

•

• is recommended for cutting partial units. Use safety glasses and other protective equipment when cutting.

DRAINAGE DESIGN• Each project is unique. The grades on your site will determine at what

level to install the drainpipe.•

down and away from the wall into a storm drain or to an area lower than the wall. See Diagram 6.

• least 12 inches from the wall.

• drainage level. See Diagrams 7 and 8.

•

points of the wall. In order for the drainage aggregate to function properly,

drainage system.

Diagram 5 – Next Course Construction

Diagram 6 – Drainage

Diagram 7 – Backfill

Diagram 8 – Compaction


Stepped Base

Start Here

LAYING PATTERN AND INSTALLATION GUIDE FOR MULTI-PIECE SEGMENTAL RETAINING WALLS

USING A PATTERN FOR SINGLE-HEIGHT RETAINING WALLS

next course. Stagger the patterns

One set of 6-inch-high retaining

units, 1 medium unit and 1 small unit, and is 2 square feet.

6" Multipiece wall system, 18-inch

STEPPING UP THE BASE AT LOWEST POINT

lowest point and dig a level trench into the slope until it is deep enough to

STEP-UP

step up as needed to top of slope. Always

STEPPING UP THE BASE USING THE U START BASE BLOCK

lowest point and dig a level trench, 24 inches wide, into the slope until it is deep

See Diagram 9.

Diagram 9 – Drainage

6" Minimum Compacted Granular Base Leveling Pad

Native Soil

Base Block

6"

Blocks required

6 Sets 12 6" x 16" 6 6" x 10" 6 6" x 6"

Blocks required

3 Sets 6 6" x 16" 3 6" x 10" 3 6" x 6"

Shaded Area Represents Repeating Pattern4'0"

18"

Base Block (Typical Units)

6" x 16" 6" x 10" 6" x 16" 6" x 6"


ABUTTING AN EXISTING STRUCTURE

FIRST COURSE

the existing structure.

SECOND COURSE

Build second course with standard installation techniques. A split unit

See Diagram 10

to prevent moisture damage to the structure.

Filter fabric

Second course

Split unit

Filter fabric

First course

Diagram 10 – Extend Filter Fabric

Note: To split a block, use a hydraulic splitter or split manually by using a hammer and chisel to score the block on all sides. Pound the chisel on the same line until the block splits. If partial unit sides are not exposed, use a saw with a diamond blade to achieve a tighter fit.

Wall

Filter fabric


OUTSIDE CURVES

CALCULATE THE RADIUS

3) To determine the radius for the front edge of the trench, add 6 inches to the approximate radius length of

6' + 11" = 6'11"

3) Front of trench

6'11" + 6" = 7'5"

LAY OUT THE TRENCH

Drive a stake into the ground at the desired radius point of the curve. Attach a string and rotate it in an arc at the desired length to mark the curve in the soil. Dig the trench.

BASE COURSE

ADDITIONAL COURSES

Additional courses

String

Stake

Mark base course curve

Front of trench6" wider for base

TIP:


INSIDE CURVES

CALCULATE THE RADIUS

A QUICK WAY TO DETERMINE THE BASE COURSE RADIUS:

18 inches. The wall is 8 courses high. The desired radius of

11

8" + 14" = 13

8" x 8 courses = 11"

10' - 11" = 9'1"

3) Front of trench

9'1" - 6" = 8'7"

LAY OUT THE TRENCH

Drive a stake into the ground at the desired radius point of the curve. Attach a string and rotate it in an arc at the desired length to mark the curve in the soil. Dig the trench.

BASE COURSE

ADDITIONAL COURSES

Mark base course radius

Stake

String

(6 inches for front of trench)

Back of trench

TIP:


OUTSIDE 90-DEGREE CORNERS FOR SYSTEMS WITHOUT A CORNER UNIT

BASE COURSE

ADDITIONAL COURSES

Begin the next course with the other half of the split unit faced in the opposite direction at the corner.

place with a concrete adhesive. Continue to alternate the corner unit orientation with each course and always use a

NOTE:

Split large unit

Outside 90-Degree Corner without Corner Unit

Outside 90-Degree Corner with Corner/Column Unit

Additional Courses

OUTSIDE 90-DEGREE CORNERS FOR SYSTEMS WITHOUT A CORNER UNIT


Extend second course beyond corner to prevent settling (remove rear lip as needed and glue in place with concrete adhesive)

NOTE:

Extend base beyond corner to prevent settling

Example Inside 90-Degree Corner

INSIDE 90-DEGREE CORNERS

BASE COURSE

installation procedures.

ADDITIONAL COURSES

alternate the corner unit orientation with each course and always use a concrete adhesive on the corner units.


GEOSYNTHETIC REINFORCEMENT (IF REQUIRED)• Geosynthetic reinforcement is recommended for walls

taller than the gravity height of each product, or walls situated in poor soils, supporting a driveway, etc. Consult an engineer for design assistance.

• Check the wall construction plan for which courses will need geosynthetic reinforcement.

• • Measure and cut the geosynthetic reinforcement to the

design length in the plans.• The geosynthetic reinforcement has a design strength

• Place the front edge of the geosynthetic reinforcement

• •

operating vehicles on the geosynthetic reinforcement.

COMPACTION•

and compact with a hand-operated compactor.•

the top of the course.•

•

FINISH GRADE AND SURFACE DRAINAGE•

• To ensure proper water drainage away from the wall,

See Drainage Swales.

SITE CLEANING AND RESTORATION•

construction process.•

acceptance.

• Planting vegetation in front and on top of the wall will help reduce the chance of erosion.

•

ensure the successful installation of Anchor™ products.

DRAINAGE SWALES•

Compacted fill

Topsoil

Leveling pad

Drainage aggregate

Daylight drainpipes at least every 50 feet to ensure proper

drainage

Impermeable concreteor asphalt lining

Compacted fill

Topsoil

Leveling pad

Drainage aggregate

Daylight drainpipes at least every 50 feet to ensure proper drainage

Low-permeability clay soil

SAFETY NOTE: Always use appropriate equipment, including safety glasses or goggles and respirators, when splitting, cutting or hammering units.Refer to the NCMA Segmental Retaining Wall Installation Guide at www.ncma.org.


ANCHORPLEX® SYSTEM CONSTRUCTION GUIDE

HOW TO USE THIS GUIDE

Use this information to gain a general understanding of the

Do not use this in lieu of construction drawings provided

ABOUT THE ANCHORPLEX® SYSTEM

upon curing, should have at least 25 percent voids and should

RETAINING WALL CONSTRUCTION

Anchorplex system construction than for conventional construction, except that the amount of excavation will

Anchorplex system construction than for conventional construction.

INSTALLATION OF STRUCTURAL BACKFILL

INSTALLATION OF FILTER FABRIC

CAPPING & FINISHING

Follow standard practice when capping the wall.

Filter Fabric

1'8"

Low-permeability Soil

Structural Backfill

2'0"(Typical)

4" Diameter Drainpipe

.3 to .4 of H (Typical)

Finished Grade

6" 6"

6" Rear-lip Block

H

Leveling Pad

U Start Base Block

Base Material

EXAMPLE: 6" MULTI-PEICE RETAINING WALL SYSTEM USING THE ANCHORPLEX SYSTEM

Structural Backfill Depth Per Design

Ensure Void Areas Between Units are Filled Completely


Cut to Fit; Glue in Place

STEPS IN A CURVED WALL

BASE COURSE

sides of each course of step units.

FIRST STEP COURSE

previous course and glue in place.

SECOND STEP COURSE

next course.

NEXT WALL COURSE

ADDITIONAL COURSES



Split Step Unit

DRAINAGE TIP: Drainpipe can

each wall adjacent to the steps.


STEPS IN A 90-DEGREE WALL

BASE COURSE

sides of each course of step units.

FIRST STEP COURSE

previous course and glue in place.

SECOND STEP COURSE

next course.

SECOND WALL COURSE

Build the second course of the wall. Corner units are used at the end of steps tied into wall and glued in place. Alternate long and short direction of corner unit every other row.

THIRD STEP COURSE

Beginning in the center, add the third course of steps, lining

ADDITIONAL COURSES

Build the third course of the wall. Repeat these steps until

Remove Lips so Walls Stack Vertically. Glue All Units.


Curve

Straight

XL™ CAP

STRAIGHT WALL

faces for a straight line. Always start capping from the

glued in place using a concrete adhesive.

CURVES

facing out (long faces for outside curves; short face to

radius, make cuts at least every other cap as needed for the most pleasing aesthetic.• Minimum radius with XL™ cap: 2 feet 2 inches

90-DEGREE CORNERS

Saw-cut two caps to achieve a 45-degree mitered corner.

STEPPING UP CAPS WITH XL™ CAP

where the wall steps up. Begin laying caps at the lowest elevation change and work your way toward the next step

top of the capped portion of the wall with all three split faces exposed.

FINISHING WITH XL™ CAP

After layout is complete and caps are saw-cut or split to

and then place caps.

13" 18"

12"

90-degree corner45-degree Cuts

B

A

B

A

Split cap


LAYING PATTERN AND INSTALLATION GUIDE FOR MULTI-PIECE FREESTANDING WALL

WHEN TO USE A PATTERN FOR FREESTANDING WALLS

consists of 2 large units, 1 medium unit and 1 small unit, and is 1 square foot of two sided wall.

NOTE: These freestanding wall installation patterns show only one side of the freestanding wall. The same number of blocks are needed to build the other side of a freestanding wall when using a back-to-back freestanding wall systems. Freestanding wall installation patterns are measured in length by height of one side of the wall, and are expressed in square feet. Sets of blocks required include the number of blocks needed to build both sides of the wall.

ENDING A WALL WITH WALL ENDS

Start pattern next to a wall end unit if the wall does not end with a column. Using a column unit, every other unit is cut in half to

concrete adhesive.

Split Units to Form Ends

U Start Base Block

Shaded Area RepresentsRepeating PatternU Start or Torpedo

Base Block

4'0"

18"

6" x 16" 6" x 10" 6" x 16" 6" x 6"

Cap Unit

Freestanding Wall Unit

U Start Base Block

1'6"

6"

6" Min. Compacted Granular Base Leveling Pad

2'0"



WHEN TO USE A PATTERN

You can install the Highland Stone wall system

units. Just avoid vertical lines that span more than 1 foot in height.

6" MULTIPIECE RETAINING WALL SYSTEM

BUILDING THE WALL

The simplest is one that incorporates large, medium and small units. The

wall. Glue the top two courses and caps in place with a concrete adhesive.

ENDING A WALL

than 6-inches-wide. If needed, cut the second-to-last piece and make the

with a concrete adhesive. After splitting the unit, use a hammer and chisel

3'0"

BLOCKS REQUIRED

3 6" X 18"3 6" X 12"3 6" X 6"Base

1

2

3

18-INCH BY 3-FOOT PATTERN = 4.5 SQ. FT.

18"

3'0"

REPEAT PATTERN

Note: Units are tapered; alternate narrow and wide faces for a straight line.

Base Course

Next course

SplitWall end

NOTE:

HIGHLAND STONE® CONSTRUCTION GUIDE - RETAINING WALL



KEYSM = Small

MD = MediumLG = Large

PATTERN NUMBER OF UNITS AND REPEAT INSIDE DIAMETER

OUTSIDE RADIUS

1 8 SMALL / 8 MEDIUM / 7 LARGE 54" 39"

2 13 SMALL / 15 MEDIUM 59" 41.5"

3 13 LARGE 49" 36.5"

NOT SHOWN

1 MEDIUM / 22 LARGE 114" 69"

PATTERN 1

54"Diameter

Cut medium unit to fit as needed

SM

MD

LG

LG

MD LGMD

SM

SM

MD

LG

PATTERN 2

59"Diameter

Cut medium unit to fit as needed

MDSM

MD

SM

MD

MD MD SMMD

SM

MD

SM

MD

PATTERN 3

49"Diameter

Cut large unit to fit as needed

LG

LG

LGLG

LG

LG

LG

RADIUS PATTERNS


STRUCTURAL DESIGN ELEMENTS

10 feet long. Structural design elements include:

• Curved walls• Freestanding wall jog• 90-degree corner• Columns

CURVED WALLS

saw or splitter. As a rule, the smaller the units, the tighter the radius. Conversely, the larger the units, the larger the radius. Use approximately the

the system can turn, using all three pieces without cutting, is 3 feet 9 inches measured to the outside face of the wall.

FREESTANDING WALL JOG

walls. Split units as needed. Use hammer and chisel to round split faces. Glue all courses of jog with a concrete adhesive.

For a curved wall, use all 3 unit sizes.

Minimum radius using all3 pieces is 3'9".

Course A Split

LG

MD

Course B

Split

MD

LG

MD

MD

ReferenceLG=Large unitMD=Medium unit

11'

7' Radius

A radius of 7 feet or less is considered a design element if it creates a 90-degree change in the direction of the wall.

NOTE:

HIGHLAND STONE® CONSTRUCTION GUIDE - FREESTANDING WALL



Minimum radius using all3 pieces is 3'9".

90-DEGREE CORNER

To create a 90-degree corner in a straight wall, make a

splitting it to the appropriate dimension. Use only large units

the units face with each course. After splitting the unit, use a hammer and chisel to create a rounded appearance to match

concrete adhesive.

COLUMNS

When used with a freestanding wall, a column

middle or at the end of a wall. The open space in the center of a column permits reinforcement or electrical

great way to incorporate lighting. The column leveling

COLUMN AT END OF WALL — CENTERED

unit half is used every two courses. Glue each course of column units with a

Course B

Split Corner/Column Unit

Course A

Split Medium Unit

Course A

Split Large Units

Course B

Split Large Units


Wall Unit Cap

4 x 20 x 10 2 x 20 x 13


UNITLNFT/

PALLETLNFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

WALL UNIT

4 x 20 x 10 26.67 4.44 6 48 8 1.8 48.75 390 3120

CAP

2 x 20 x 13 120 10 12 72 6 0.6 43 260 3100


RETAININGWALL

P P P P

SHAPES & SIZES

MELVILLE™ WALLFREESTANDING WALLS




RETAININGWALL

P P P P P P** P P

Unit 1 Unit 2 Unit 3 Tandem Cap Unit(Sold Separately)

8" Connector U Start Base Block®*

Tandem Modular Block (Sold Separately)

Modular Block Connector

7 x 133/16 x 25/8 7 x 1513/16 x 25/8 7 x 187/16 x 25/8 15 x 24 x 31/4 3 x 12/8 x 12 31/2 x 181/2 x 12* 71/16 x 77/8 x 77/8

NOTE: Ashlar Tandem Units 1, 2, & 3 come mixed on one pallet.

Two square feet of Tandem Block yields one square foot of wall.

SHAPES & SIZES

SOLD SEPARATELY)

NOTE: U Start Base Block actual coverage length is 16 "


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

ASHLAR TANDEM WALL UNITS

6 x 6/4 x 10 19.2 3.2 6 30 5 1.6 28.5 SF 350 2100

6 x 8/6 x 10 23.1 3.8 6 30 5 1.3 28.5 SF 350 2100

6 x 8/7 x 10 26.7 4.45 6 30 5 1.12 28.5 SF 350 2100

TOTAL 70.1* – 18 90 – – 28.5 SF 350 2100

TANDEM CAP

15 x 24 x 31/4 – – – 32 – – 90 – 3040

8" CONNECTOR

3 x 12/8 x 12 – – – 30 – 2.6 – – –

U START BASE BLOCK

31/2 x 181/2 x 12 86.2 – – 56 – – 53 – 3050

TANDEM® MODULAR BLOCK

71/16 x 77/8 x 77/8 49.29 12.3 4 128 32 2.56 22 704 2816

TANDEM® MODULAR BLOCK CONNECTOR

– – – 148 per box – – – – –

ASHLAR TANDEM® WALLFREESTANDING / RETAINING WALLS

NATURALCOLLECTION


42" COLUMN CAGE

UNIT UNIT OF MEASURE UNITS/PALLET PALLET WEIGHT LBS

42" Each 12 101

CLIP

UNIT PACKAGING QTY REQUIRED/FACE FT OF WALL QTY REQUIRED/PALLET

CLIP 50/Bag 2.6 1 Bag per Column


RETAININGWALL

P P

SHAPES & SIZES

Tandem Wall Column Unit

Clip Tandem Column Cap Column Cage U Start Base Block®**

7 x 187/16 x 25/8 24 x 24 x 31/4(SOLD SEPARATELY)

HEIGHT: 42" 31/2 x 181/2 x 12 (SOLD SEPARATELY)

*Tandem Column Kit includes Column Cage & Clips to make 1 column. U Start Base Block actual coverage length is 16 "

One pallet of Wall Column Units will yield 2 columns.

See the installation video at Belgard.com/Tandem

ASHLAR TANDEM® COLUMN KITS*

COLUMN

TANDEM COLUMN CAP

UNITSQFT/

PALLETLAYER/PALLET

UNITS/PALLET

UNITS/LAYER

LNFT/PALLET

LNFT /LAYER

SQFT /UNIT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

31/4 x 24 x 24 – 8 32 4 64 8 – 96 – –


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

FACE FT/PALLET

SQFT /UNIT

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

ASHLAR TANDEM UNIT

7 X 87/16 X 25/8 54.52 4.4 – 30 5 13.3 0.88 1.14 25 – 1532


1 Column grid

Final height: 42" (Shown with

U Start Base Block®)

STEP 2

Place the grid on a prepared surface. Make sure the outside perimeter of the grid is clear

Install Base Block

STEP 3

Take a panel and slide the supplied connectors into the dovetails until they snap onto the horizontal rod of the grid.

STEP 1

STEP 4

Take another stone and repeat the same process. Make sure you have a corner stone to finish the corner. Once installed, slide the stone along the horizontal axis to adjust the corner.

Clips:

(Enough for 1-42" column)

24” x 24”

Tandem Wall Cap (Sold Separately)

Pallet of panels

21.8 square feet needed per column. Use modules G only (Lg Unit 18.5”w)

24 of the long pieces are needed (21.6 sf)

TANDEM® COLUMN COMPONENTS

TANDEM COLUMN INSTALLATION GUIDE


STEP 7: GROOVED VENEER DETAIL

Every other row will require a grooved veneer.

STEP 8

When starting row 3 place full veneer panel across the top of grooved panel. The wall block in row 3 will butt up against column similar to row 1.

Row number 3 - full veneer panel

Row number 2 - grooved veneer panel

At the second row the long veneer on the column needs to be grooved. Set wall block into grooved veneer.

Note: You must groove a panel every other row.

To integrate a wall into the column set the first course up against the column.

Set first wall course against the column

Column Grid

Long Veneers

Grooved Veneers See detail view

Front Veneers

Front Veneers

Tandem Connectors

Horizontal Rod

Horizontal Rod

OPTIONAL

If you have to cut the grid before installation on the base, you must cut the vertical rod at mid distance between two horizontal rods as shown below.

STEP 5

Once you have completed the first two rows, use a square to make sure the column is square and then fill the space with 3/4" clear aggregate. Fill the empty space with aggregates at every row.

Cutting Line

STEP 7STEP 6


STEP 10

When you have reached the last row, cut the top portion of the connectors with pliers snippers or just by twisting the top portion with your hands.

STEP 9

IMPORTANT

When you are starting the second row, make sure the base of the top panel hits the top portion of the connector.

STEP 11

Apply glue on the top of the panels before putting on the capping.

IMPORTANT: The capping must lay on the panels , not on the grid.

FINISHED WALL DETAIL

Remove connector tabsTop portion of Connector

For a cap installation apply adhesive on top of veneer along entire perimeter of column

24" x 24" Capping

15" x 24" Tandem Wall Cap

Row 4 Grooved veneer course

Row 2 Grooved veneer course


Unit 1 Unit 2 Unit 3 Tandem Cap Unit Modular Block Modular Block Connector

U Start Base Block

8" ConnectorBase Block

7 x 133/16 x 25/8 7 x 1513/16 x 25/8 7 x 187/16 x 25/8 15 x 24 x 31/4 71/16 x 77/8 x 77/8 (Sold Separately) 187/16 x 12 x 31/2* 3 x 12/8 x 12

NOTE: Melville Tandem Units 1, 2, & 3 come mixed on one pallet.

SHAPES & SIZES

SOLD SEPARATELY)

NOTE: U Start Base Block actual coverage length is 16 "


RETAININGWALL

P P P P P P P P

MELVILLE TANDEM™ WALLFREESTANDING / RETAINING WALLS


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MELVILLE TANDEM WALL UNITS

7 x 133/16 x 25/8 19.2 3.2 – 30 5 1.56 18.23 91.33 546.82

7 x 1513/16 x 25/8 23.55 3.92 – 30 5 1.27 22.35 111.83 671

7 x 187/16 x 25/8 27.35 4.56 – 30 5 1.09 26.04 130.67 781.48

TOTAL 70.1 11.68 6 90 15 – – 333.83 2003

UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

LNFT PAL-LET

(SOLDIER)

LNFT PAL-LET

(SAILOR)

UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

TANDEM CAP

15 x 24 x 31/4 – – – 32 – 64 – – 94 – 3050

MODULAR BLOCK

71/16 x 77/8 x 77/8 49.29 12.3 4 128 32 – – 2.56 22 704 2816

MODULAR BLOCK CONNECTOR

– – – – 148/box – – – – – –

U START BASE BLOCK

187/16 x 12 x 31/2 – – – 56 – 78 – – 84 – 3080



Unit 1 Unit 2 Unit 3 Tandem Cap Unit Modular Block Modular Block Connector

U Start Base Block

8" Connector

7 x 133/16 x 25/8 7 x 1513/16 x 25/8 7 x 187/16 x 25/8 15 x 24 x 31/4 71/16 x 77/8 x 77/8 (Sold Separately) 187/16 x 12 x 31/2* 3 x 12/8 x 12

NOTES:


TANDEM SEGMENTAL RETAINING WALL GUIDE

TANDEM SEGMENTAL RETAINING SECTION VIEWS

TANDEM SYSTEM INSTALLATION GUIDE – RETAINING WALL WITH TANDEM CONNECTOR BEFORE BEGINNING BASE COURSE, SEE BASIC INSTALLATION FOR RETAINING WALL CONSTRUCTION GUIDE SECTION FOR BASE PREP AND LEVELING PAD INSTRUCTIONS ON PAGE 134.


STEP DETAIL VIEWS

SEGMENTAL RETAINING WALL TYPICAL DETAIL VIEWS


STEPS & CORNERS

FREESTANDING WALLS


TYPICAL GEOGRID INSTALLATION WITH DRAIN

POST DETAIL VIEWS


TYPICAL GEOGRID INSTALLATION WITH CORNERS

TYPICAL GEOGRID INSTALLATION IN CORNERS


BROKEN VENEER REPLACEMENT

TYPICAL WALL TREE PLANTING DETAILS



RETAININGWALL

P P P P P

Modular Grid Panel

Modular Kit includes: 1–28"x42" Grid Panel, 25–Clips, 10–Stainless Grid Panel Connectors, 10–Stainless Steel Screws

See the installation video at Belgard.com/Tandem

For use with any Tandem face unit

TANDEM® MODULAR GRID

Vertical or Horizontal Application

Build your wooden frame Attach your Modular Grid

STEP 2STEP 1

TANDEM MODULAR GRID INSTALLATION GUIDE


STEP 3 STEP 4

outdoor living components such as outdoor kitchens

and deck skirting.

Tandem Modular Grid.

OUR SYSTEM HAS MULTIPLE BENEFITS:

landscaping design.

solution.

• Eliminates the use of cementitious products (mortar).

Small veneer131/8

Medium veneer153/4

Large veneer183/8

25/8

25/8

25/825/825/825/825/825/8

TANDEM MODULAR GRID INSTALLATION GUIDE


Screw and loop clamp

Wooden structure

Tandem modular grid

Tandem veneer units (with grid connectors)

BASIC PRINCIPLES

A set of Tandem Modular Grids is attached to a treated wood structure. Tandem veneers are then attached to the grids. Since veneer units are manufactured in multiples of 2 , the overall dimensions of outdoor units should

in order to avoid cuts. The

modular design of Tandem veneers. The same applies to . The item is

construct a range of outdoor units of various dimensions.

MAIN COMPONENTS OF THE SYSTEM

• Tandem Modular Grid, 28" × 42 , including stainless steel screws and loop clamps for fastening. A modular grid covers a facing surface of 8.40 sqft. Each modular grid includes a kit of 25 connectors, 10 × 1 screws and 10 loop clamps.

• Tandem veneer units.

and fences) 2 × 2 × 8' (min 10 gauge, Z275 G90

• Concrete capping module (Sold Separately)

OTHER COMPONENTS (SOLD SEPARATELY)

sheets for details.

.

washers where required, all in stainless steel. It is not recommended to use treated wood screws (green ceramic) or metal plated screws

• Hilti Kwik Bolt®-type anchors (for concrete deck skirting).

• Simpson Strong-Tie-type hardware for construction of wood frame for deck.

and natural stone as alternatives to concrete tops.

veneers.


You must always take the modular design of Tandem® veneers into account when constructing wood framing.

a multiple of 2 in length and width and 7 in height.

very useful for quickly calculating the actual dimensions

NOTE: When using a Dim A less than 15 needed.

DIM A (IN) DIM A (MM) DIM B (IN) DIM B (MM)

715/16 201 13/8 35

109/16 268 4 102

133/16 335 65/8 169

1513/16 402 95/16 236

187/16 469 1115/16 303

211/8 536 149/16 370

233/4 603 173/16 437

263/8 670 1913/16 504

29 737 221/2 571

315/8 804 251/8 638

345/16 871 273/4 705

3615/16 938 303/8 772

399/16 1005 331/16 839

423/16 1072 3511/16 906

4413/16 1139 381/4 973

471/2 1206 4015/16 1040

501/8 1273 439/16 1107

523/4 1340 461/4 1174

553/8 1407 487/8 1241

581/16 1474 511/2 1308

6011/16 1541 541/8 1375

635/16 1608 563/4 1442

6515/16 1675 593/8 1509

689/16 1742 621/16 1576

711/4 1809 645/8 1643

737/8 1876 675/16 1710

761/2 1943 6915/16 1777

791/8 2010 725/8 1844

813/4 2077 751/4 1911

847/16 2144 777/8 1978

871/16 2211 801/2 2045

8911/16 2278 831/8 2112

925/16 2345 853/4 2179

9415/16 2412 887/16 2246

975/8 2479 911/16 2313

1001/4 2546 9311/16 2380

1027/8 2613 965/16 2447

1051/2 2680 99 2514

TYPICAL COMPONENT – PLAN VIEW

DIM A

Tandem veneer unit

Tandem Modular grid

DIM B

Wooden structure



location with the project supervisor.

LEVELING PAD• Excavate for the leveling pad to the lines and grades shown on the

reinforcement material, if needed.

• •

See Diagram 2.

BASE COURSE•

Blocks should touch.

• See Diagram 3.

•

SYSTEM ASSEMBLY•

•

•

Diagram 1 —Excavation

Diagram 2—Leveling Pad

Diagram 3—Lay and level base block

Diagram 4— Assembled units on top of U Start block

TANDEM MODULAR BLOCK INSTALL RETAINING WALL INSTALLATION BEST PRACTICES

Shown here: tenon and mortise


CONSTRUCTION OF 1ST WALL COURSE• •

• •

each course.•

•

CONSTRUCTION OF SUBSEQURENT COURSES AND UNIVERSAL CLIP PLACEMENT• •

• Insert a universal connector in each modular unit with the knuckle

per modular unit.• Push the retaining unit forward until it locks in place. See Diagram 6.• •

•

lightweight hand operated compaction equipment is allowed within 3

• Continue each course until the project is complete.

Diagram 5—Fill cores with free draining aggregate

Diagram 6—Lock connector to the block in front

STEP 1 STEP 2 STEP 3

Tandem Universal Connector


REINFORCED BACKFILL PLACEMENT AND COMPACTION (PER PLAN) •

See Diagram 9.

• Only hand operated compaction equipment is allowed within 3 feet

• If the compaction equipment is too small to achieve the required

• procedure to the extent of the wall height.

Diagram 7—Stepping up the base

RETAINING WALL INSTALLATION BEST PRACTICES

Diagram 8—Daylight

STEPPING UP THE BASE • • Begin excavation at the lowest point and dig a level trench into the

•

DRAINAGE (PER PLAN) • Each project is unique. The grades on the site will determine at what

level to install the drainpipe. Place the drainpipe (4-inch perforated piping) so water drains down and away from the wall into a storm

•

courses to achieve the proper drainage level.

• at low points of the wall. In order for the drainage aggregate to

Diagram 9—Compaction

Remove portion of adjacent unit to allow drain tile through face

4" tee

4" diameter drain tile

Daylight drain through toe slope


GEOSYNTHETIC REINFORCEMENT PLACEMENT (PER PLAN) BATTERED WALL INSTALLATION ONLY • Refer to the approved wall construction plans for the reinforcement

type, strength, and placement location. Measure and cut the reinforcement to the lengths shown on the plans.

•

reinforcement placement.

• laid perpendicular to the wall face.

• Place the reinforcement within 1 inch of the front of the units. See Diagram 9.

• place. Insert Universal Connector into one of the mortise on the

of the reinforcement to keep tension during placement of drainage

•

FINISH GRADE AND SURFACE DRAINAGE•

ensure proper water drainage away from the wall, use 6 inches of

See Diagram 10.•

wall. If needed, create a swale to divert water away from the wall.

SITE CLEANING AND RESTORATION •

• Planting vegetation in front and on top of the wall will help reduce the chance of erosion.

• success of your retaining wall system. These instructions are meant

installation requirements.

• Oldcastle® recommends you consult a professional engineer to design

geotechnical engineer.

Diagram 9—Action

Diagram 10—Low permeable soil


CAPPING WALL

Always start capping from the lowest elevation. Once caps are aligned,

CURVES

needed for the most pleasing aesthetic.

STEPPING THE CAP

overhang of the cap on each end. Keep cut end facing inward toward wall.

90-DEGREE CORNERS

Saw-cut two caps to achieve a 45-degree mitered corner. See Diagram 11.

CAPPING A WALL

Diagram 11—45-degree miter

45-degree Cuts

90-degree corner

Cut caps as necessary for curved walls

Curve

24"14.88"

3.27"

Cap

Cut caps to fit as needed

Straight


STEPS• •

•

•

tenon into the mortise. If you want to have veneer on the side, use the Universal Clips to attached the veneer to the

•

course and glued with a concrete adhesive.•

is reached• Cap the risers with a cap of choice•

It is also recommended to install clean stone in the empty

STEPS

TYPICAL CROSS-SECTION: FILL SCENARIO

Compacted Gravel

Soil

Stair Tread

Tandem Veneer

Double Stack Blocks

Pavers

Soil

U Start Base Block


Outside radius

CURVES•

• To achieve a tighter radius only use the small and medium veneers.•

• The minimum radius of an outside curved wall is 6 feet; 8 feet (Lamina).• Note: the Lamina veneer is not recommended for curved retaining walls.

OUTSIDE CURVES & INSIDE CURVES

Split piece

Use a mallet or dead blow hammer to break off tail at the split.

Outside radius

Inside radius

Split pieces

GEOSYNTHETIC REINFORCEMENT PLACEMENT - 1ST COURSE

GEOSYNTHETIC REINFORCEMENT PLACEMENT - 2ND COURSE

Inside radius

L

Streng

th direc

tionInside radius

Outside radius


INSIDE 90-DEGREE CORNERS

GEOSYNTHETIC REINFORCEMENT PLACEMENT

CORNERS• • •

the Universal Connector. See Diagram 12.• • Once corner units are in position, glue with a concrete adhesive•

Diagram 12—Corner unit formed

TOP VIEW OF PALLET LAYOUT. Corner units identified in orange triangle

Finished End (Corner Unit)

Unfinished End

Inside 90-Degree Corner

Fill area inside backing units with free-draining aggregate

Overlap veneer

Strength direction

Stre

ngth

dire

ction

H/4

H/4

Reinforcement H/4 beyond corner at the specified reinforcement elevations


OUTSIDE 90-DEGREE CORNERS

CORNERS• •

•

using the Universal Connector. • • Once corner units are in position, glue with a concrete adhesive.•

See Diagram 13.

Split piece

Diagram 13—Additional units for reinforced corner

NOTE: In the "cross-over area" of the reinforcement, one of the layers of reinforcement should be lowered or raised one course to allow placement of the reinforcement strength direction properly oriented. The reinforcement should not extend into the segmental retaining wall units on the return leg of the 90-degree corner.


Unfinished End

Tandem® face and end unit

Fill area inside backing unit with free-draining aggregate

Cut units to fit as needed

Split piece

Place connectors in channels to secure veneer

Place connectors in chan-nels to secure veneer

Geosynthetic Reinforcement Placement

Strength direction

Stre

ngth

dire

ction

L

Place connectors in channels to secure veneer

TOP VIEW OF PALLET LAYOUT. Corner units identified in orange triangle


MULTI STACK WALLS AND TERRACED WALLS

12 inch minimum of free drainage aggregate

4 inch minimum drain pipe. (elevation varies)

12 inch minimum of free drainage aggregate

Geosynthetic Reinforcement

6 inch minimum compacted granular leveling pad.

Cap

6 inch minimum compacted granular leveling pad.

Geosynthetic Reinforcement

6"

2'-0"

Finished grade Filter fabric

Varies

1

X

Tandem veneer

4

4

Fill area inside backing unit with free-draining aggregate

DEPENDENT TERRACED WALLS

the upper wall is less than twice the height of

dependent on each other. In this situation, it is

incorporating geogrid – and longer layers – into the wall plan, In addition, structurally dependent

requirements. For structurally dependent walls,

MULTI STACK WALL

The maximum gravity wall height for a retaining wall constructed with the Tandem Modular Block is 3 feet. The

Diagram 14—2 deep. Maximum height of 4 feet

Diagram 15—3 deep. Maximum height of 5½ feet

Diagram 16—3 deep, 2 deep & 1 deep. Maximum height of 4½ feet


FREESTANDING WALL INSTALLATION BEST PRACTICES


location with the project supervisor.

LEVELING PAD• Excavate for the leveling pad to the lines and grades shown on the

reinforcement material, if needed.

• •

BASE COURSE•

should touch.

• See Diagram 19.

•

SYSTEM ASSEMBLY•

•

•

Diagram 17 —Excavation

Diagram 18—Leveling Pad

Diagram 19—Lay and level base block

Diagram 20—Placing veneers onto modular block

Shown here: tenon and mortise

Place connectors in channels to secure veneer to modular block, two per veneer.

Tandem veneer faces on both sides


COURSE CONSTRUCTION & ENDING A WALL WITH & WITHOUT A COLUMN

Diagram 23—Ending a wall at a column example

CONSTRUCTION OF WALL COURSES

ENDING A WALL WITHOUT A COLUMN

end. Install the veneer on the other side extending past the modular unit

is the natural edge and not the manufactured edge. Line up and mark a

Install this cut unit inserting two universal connectors into the grooves in

ENDING A WALL WITH A COLUMN

four Modular units, interlock them with the tongue and groove See Diagram 24 on the next page. Add

column units. Add the veneer units to the wall and

course of column in a similar fashion rotating the

of wall. Continue in this fashion until you reach the desired height of column and wall.

Diagram 21 —Second course construction

Diagram 22 —Wall end example

Finished end blocksCut block as

needed




formation. See Diagram 24. Attach a large veneer to each side of your column using 2 universal connectors on each

the corners and ensure that all exposed ends are the natural ends and not the manufactured ends. See Diagram 25.

COLUMNS


B

B

B

B

SECOND COURSE

Stagger each course

A

A

A

A

FIRST COURSE21"

21"Glue each course of modular blocks and veneers with a concrete adhesive.

FINISHED end should overlap the UNFINISHED end.

Diagram 24—Connector locations

Diagram 25—Stager veneers to break up lines

Core can be used to fit a 4" x 4" post. Ideal for a pergolas posts or mailbox post.


Frequently, a 90° turn is made at a column. Stack modular blocks and veneers in a rotating pattern for each course. Glue each course of column units with a concrete adhesive.

90-DEGREE CORNER AT COLUMN

interlock them with the tongue and groove. See Diagram 24 on previous page. Add four large veneer units to this

two walls. Continue in this fashion until you reach the desired height of column and walls.

FIRST COURSE

SECOND COURSE





RETAININGWALL

P P P P P P P

SHAPES & SIZES

Recommended for use with all available wall block units.

*Note: U Start Base Block actual coverage length is 1611/16

Block Base Block with Tandem Wall

187/16 x 12 x 31/2

U START BASE BLOCK®

WALL ACCESSORY

INSTALLATION INSTRUCTIONS

Prep Site Install Base Course Install the Wall


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

U START BASE BLOCK

31/2 x 181/2 x 12 86.2 – – 56 – 84 – – 53 – 3050


3-PIECE MODULAR UNIVERSAL WEDGE

4 x 8 x 8 4 x 8 x 12 4 x 8 x 16 4 x 12 x 8 4 x 71/2 x 8


RETAININGWALL

P P P P P P P P

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

WESTON STONE 3-PIECE MODULAR

4 x 8 x 8 – – – – – – – – – – –

4 x 12 x 8 – – – – – – – – – – –

4 x 16 x 8 – – – – – – – – – – –

TOTAL 42 6 7 126 18 – – 4.5 82.5 485 3400

WESTON STONE UNIVERSAL

4 x 12 x 8 33.5 – – 120 – – – – – – 3136

WESTON STONE WEDGE

4 x 7½ x 8 – – 6 35 35 – – – – – 3471

WESTON STONE™ & UNIVERSALFREESTANDING / RETAINING WALLS

Available in un-tumbled. Contact your Belgard Representative for information.

HERITAGECOLLECTION


WESTON STONE™ INSTALLATION INSTRUCTIONS

dealer for assistance.

WESTON STONE™ WALL PATTERNS

TYPICAL CROSS SECTION WITH WESTON STONE SEAT WALL

TREE RINGS WITH WESTON STONE

1-PIECE 2-PIECE

LARGE UNITSOutside Radius: 3' - 10"Outside Diameter: 7' - 8"

LARGE & MEDIUM UNITSOutside Radius: 3' - 4"

Outside Diameter: 6' - 8"

LARGE, MEDIUM & SMALL UNITSOutside Radius: 2' - 11"


MEDIUM UNITSOutside Radius: 2' - 11"


MEDIUM & SMALL UNITSOutside Radius: 2' - 5"


SMALL UNITSOutside Radius: 1' - 11"



Reinforced Soil Zone

CLAY & SILT SOILSφ = 26°γ = 120 pcf (19kN/m³)

4.5-FT (1350mm)4.5-FT (1350mm) 4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

4.0-FT (1350mm)

4.0-FT (1350mm)

4.5-FT (1350mm)

4.5-FT (1350mm)

4.5-FT (1350mm)

4.0-FT (1350mm)4.5-FT (1350mm)

4.5-FT (1350mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses

SILTY/CLAYEY SAND SOILφ = 30°γ = 120 pcf (19kN/m³)

CLEAN SAND AND GRAVEL SOILφ = 34°γ = 120 pcf (19kN/m³)

H

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

WALL DESIGN TO BE PERFORMED BY A

PROFESSIONAL ENGINEER

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall SystemsNo Slopes & No Surcharges Reinforced Soil

Zone


4.5-FT (1350mm)4.5-FT (1350mm) 4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

4.0-FT (1350mm)

4.0-FT (1350mm)

4.5-FT (1350mm)

4.5-FT (1350mm)

4.5-FT (1350mm)

4.0-FT (1350mm)4.5-FT (1350mm)

4.5-FT (1350mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses



H

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)



7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

8.0-FT (2400mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall SystemsNo Slopes & No Surcharges



6.0-FT (1800mm)6.0-FT (1800mm) 5.0-FT (1500mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

5.0-FT (1500mm)

4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

4.0-FT (1350mm)6.0-FT (1800mm)

6.0-FT (1800mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses



7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)





8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)


H

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall Systems250 PSF Surcharge


6.0-FT (1800mm)6.0-FT (1800mm) 5.0-FT (1500mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

6.0-FT (1800mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

5.0-FT (1500mm)

4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

4.0-FT (1350mm)6.0-FT (1800mm)

6.0-FT (1800mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses



7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

7.5-FT (2250mm)7.5-FT (2250mm)

8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)





8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

9.5-FT (2850mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)


H

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall Systems250 PSF Surcharge





H


4.5-FT (1350mm)4.5-FT (1350mm) 4.0-FT (1350mm)

5.5-FT (1550mm)

5.5-FT (1550mm)

5.5-FT (1550mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

4.0-FT (1350mm)

4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

4.0-FT (1350mm)4.5-FT (1350mm)

4.5-FT (1350mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses



6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)



8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall SystemsWal Systems3:1 Crest Slope




H


4.5-FT (1350mm)4.5-FT (1350mm) 4.0-FT (1350mm)

5.5-FT (1550mm)

5.5-FT (1550mm)

5.5-FT (1550mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

7.0-FT (2100mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

6.5-FT (1950mm)

4.0-FT (1350mm)

4.0-FT (1350mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

5.0-FT (1500mm)

4.0-FT (1350mm)4.5-FT (1350mm)

4.5-FT (1350mm)

4’-

0”

(12

00

mm

)8

cour

ses

6’-

0”

(18

00

mm

)12

cour

ses

8’-

0”

(24

00

mm

)16

cour

ses

10

’-0

” (3

00

0m

m)

20 co

urse

s1

2’-

0”

(36

00

mm

)24

cour

ses



6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

6.5-FT (1950mm)6.5-FT (1950mm)

8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)8.5-FT (2550mm)

8.5-FT (2550mm)



8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

8.5-FT (2550mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

11.5-FT (3450mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

9.0-FT (2700mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

7.5-FT (2250mm)

Estimating Chart for Geosynthetic Reinforcementwith Diamond® Series, Highland Stone® & Sterling® WallRetaining Wall SystemsWal Systems3:1 Crest Slope


Estimating Chart for Structural Backfill Using Anchorplex™ System with Diamond® Series (6") Highland Stone®& Sterling® Wall Retaining Wall Systems No Slope / No Surcharge


Estimating Chart for Structural Backfill Using Anchorplex™ System with Diamond® Series (6") Highland Stone®& Sterling® Wall Retaining Wall Systems 250 PSF Surcharge


Estimating Chart for Structural Backfill Using Anchorplex™ System with Diamond® Series (6") Highland Stone®& Sterling® Wall Retaining Wall Systems 3:1 Crest Slope


Estimating Chart for Geosythnetic Reinforcement Diamond 9D® Retaining Walls No Slopes / No Surcharges


Estimating Chart for Geosythnetic Reinforcement Diamond 9D® Retaining Walls 100 PSF Surcharge


Estimating Chart for Multi-Stack Walls Diamond Pro® Retaining Walls 3:1 Crest Slope


Estimating Chart for Multi-Stack Walls Diamond Pro® Retaining Walls No Slope / No Surcharges


Estimating Chart for Multi-Stack Walls Diamond Pro® Retaining Walls 250 PSF Surcharge


Estimating Chart Structural Backfill Using Anchorplex™ System Diamond Pro® Retaining Walls 3:1 Crest Slope


Estimating Chart Structural Backfill Using Anchorplex™ System Diamond Pro® Retaining Walls No Slope / No Surcharges


Estimating Chart Structural Backfill Using Anchorplex™ System Diamond Pro® Retaining Walls 250 PSF Surcharge


i� g � V) 0 cu : 0 o-

i� 0 CJ> 0 ;3 00 0 cu : N o-

Estimating Chart for Geosynthetic Reinforcement with Belair Wall® Retaining Wall Systems

No Slopes and No Surcharges

Clay and Silt Soils <p = 26°

y = 120 pcf(19 kN/m3)

--rmm)

4.0' 1200 mm) 4.0' 1200mm)

4.0' 1200mm) 4.0' 1200 mm) 4.0' 1200 mm)

5.5' 1650mm) 5.5' 1650 mm) 5.5' 1650 mm) 5.5' 1650mm) 5.5' 1650mm)

I REINFORCED / SOILZONE f

I I I I I I

Silty / Clayey Sand Soil <p = 30°

y = 120 pcf(19 kN/m3)

� REINFORCEMENT � - . - . REQUIRED

4.0' 1200 mm) 4.0' 1200mm)

4.0' 1200 mm) 4.0' 1200mm) 4.0' 1200mm)

5.0' 1500 mm) 5.0' 1500 mm) 5.0' 1500mm) 5.0' 1500mm) 5.0' 1500 mm)

Clean Sand and Gravel Soil

<p = 34°

y = 120 pcf(19 kN/m3)


4.0' 1200mm) 4.0' 1200 mm)

4.0' 1200 mm) 4.0' 1200 mm) 4.0' 1200mm)

4.5' 1350mm) 4.5' 1350 mm) 4.5' 1350 mm) 4.5' 1350mm) 4.5' 1350mm)

Estimating Chart Geosynthetic Belair Wall® Retaining Walls No Slopes / No Surcharges


Estimating Chart Geosynthetic Belair Wall® Retaining Walls 250 PSF Surcharge

I� g � .,.., 0 cu : 0 o-

1

]' �g � 00 0 CU : N o-

1


250 PSF Surcharge

Clay and Silt Soils cp = 26°

"f = 120 pcf(19 kN/m3)

4.0' 1200mm) 4.0' 1200mm)

4.5' 1350 mm) 4.5' 1350mm) 4.5' 1350mm)

5.5' 1650 mm) 5.5' 1650mm) 5.5' 1650mm) 5.5' 1650 mm) 5.5' 1650 mm)

I I REINFORCED /

SOILZONE / I

I I

Silty / Clayey Sand Soil cp = 30°

"f = 120 pcf (19 kN/m3)

-rmm)

4.0' 1200mm) 4.0' 1200 mm)

4.0' 1200mm) 4.0' 1200mm) 4.0' 1200 mm)

5.0' 1500mm) 5.0' 1500mm) 5.0' 1500 mm) 5.0' 1500 mm) 5.0' 1500mm)

Clean Sand and Gravel Soil cp = 34°

"f = 120 pcf (19 kN/m3)


4.0' 1200 mm) 4.0' 1200 mm)

4.0' 1200mm) 4.0' 1200 mm) 4.0' 1200 mm)

4.5' 1350 mm) 4.5' 1350mm) 4.5' 1350mm) 4.5' 1350 mm) 4.5' 1350 mm)


I� 0 cfJ 0 :3 .,.., 0 cu : 0 0..-<

I ii-)

]' �g � 00 0 cu : N 0..-<

I i;o



y = 120 pcf(19 kN/m3)

3: 1 Crest Slope I I I I I I I

�g:[��DI I I I I I I


y = 120 pcf(19 kN/m3)

Clean Sand and Gravel Soil <p = 34°

y = 120 pcf(19 kN/m3)

� REINFORCEMENT ----£ NU REQUIRED

Estimating Chart Geosynthetic Belair Wall® Retaining Walls 3:1 Crest Slope


I� 0 � 0 ;::l \0 0 :-'U o"SI"

I N

�§ �g � O"I 0 :-'U 0 \0

I <')

�§ a,

0 � 0 .... N 6 Cu b 00 ' �

�§ �g � V) 0 cu: 0 o-' V)

I� 0 a, 0 ;3 00 0 cu : N o-

I \0

Estimating Chart for AnchorplexTM Construction with Belair Wall® Retaining Wall Systems

No Slopes and No Surcharges


y = 120 pcf(19 kN/m3)

1 '-0" -¥[300mm]

0.08 x Wall Length= CY of Structural Backfill

---lF l'-0"

[300 mm]


-IF l'-0" [300 mm]


-¥ l'-6"

[450 mm]


_JJ l'-6"

[450 mm]


I I

ZONEOF I STRUCTURAL I

BACKFILL / I I I


y = 120 pcf(19 kN/m3)

-c----lF l'-0"

[300 mm]


-IF l'-0' [300 mm]


-¥ l'-6" [450 mm]


_JJ l'-6" [450 mm]



y = 120 pcf(19 kN/m3)

-c-

--r -IF l'-0"

[300 mm]


-¥ l'-6" [450 mm]


_JJ l'-6" [450 mm]


Estimating Chart Structural Backfill Using Anchorplex™ System Belair Wall® Retaining Walls No Slope / No Surcharge


I� 0 � 0 ;::l '° 0 :-'U o"<I"

I N

,-.,

� �0 � 0 ;::l °' 0 :-'U oso

I ;:..,

,-., �

00

0 1;l 0 ... N ;::l - 0 -u

I

�

,-.,

� �g � 'I') 0 cu : 0 o-

I ii-)

I� g � 00 0 cu : N o-

I '°

Estimating Chart for AnchorplexTM Construction with Belair Wall® Retaining Wall Systems

250 PSF Surcharge

Clay and Silt Soilscp = 26°

y = 120 pcf(19 kN/m3)

l'-0" -¥[300mm]


--l}= l'-0" [300 mm]


Jl 1'-6" [450 mm]


_JJ 2'-0" [600 mm]


11- 2'-0" [600 mm]

0 .46 x Wall Length = CY of Structural Backfill

I I I

ZONEOF I STRUCTIJRAL i

BACKFILL / I I I

Silty / Clayey Sand Soilcp = 30°

y = 120 pcf (19 kN/m3)

--c-

--l}= l'-0" [300 mm]


-if 1'-0" [300 mm]


_J}M[450mm]


JJ 1'-6" [450 mm]


Clean Sand and Gravel Soilcp = 34°

y = 120 pcf(19 kN/m3)

--c-

--l}= l'-0" [300 mm]


-if 1'-0"

[300 mm]


_J} 1'-6"

[450 mm]


JJ 1'-6"

[450 mm]


Estimating Chart Structural Backfill Using Anchorplex™ System Belair Wall® Retaining Walls 250 PSF Surcharge


I� 0 cfJ 0 :3 .,.., 0 cu : 0 0..-<

I

]' �g � 00 0 cu : N 0..-<

I

Estimating Chart for Anchorplex™ Construction with Belair Wall® Retaining Wall Systems


y = 120 pcf(19 kN/m3)

� 1'-0" ---iJi1 - [300 mm]


� l'-6" �[450mm]


_JJ- 2'-0' [600mm]


P

2'-6' [750 mm]


3'-0" [900 mm]


3: 1 Crest Slope I I I I I I I I I

TRUCTURALj BACKFILL /

I I I I


y = 120 pcf(19 kN/m3)

� 1'-0" �[300mm]


--IF l'-0" [300 mm]

0.16 x Wall Length= CY of Structural Backfill JJ- 2'-0"

[600mm]


2'-0" [600 mm]

0 .46 x Wall Length = CY of Structural Backfill


y = 120 pcf(19 kN/m3)

� l'-0" �[300mm]


--IF l'-0" [300 mm]


J} 1'-6" [450 mm]


1'-6" [450 mm]


Estimating Chart Structural Backfill Using Anchorplex™ System Belair Wall® Retaining Walls 3:1 Crest Slope


NOTES


FIRE FEATURES

TABLE OF CONTENTS

FIRE FEATURES

210 Bordeaux™ Series

213 Brighton™ Series

215 Bristol™ Series

INSTALLATION INFORMATION

222 Flagstone Fire Pit Kit

223 Weston Stone™ 4" Fire Pit Kit

224 Weston Stone™ Square & Round Fire Pit

FIREPLACERough Dimensions:

WOOD BOXESRough Dimensions:

1 4

BORDEAUX™ SERIESELEMENTS™

NATURALCOLLECTION


FIREPLACE 70300791 Bordeaux Builder Wood Fireplace Colors: Lamina Sienna/

13070010 Bordeaux Builder Wood Fireplace

Cordova Midnight Base + Top

13070014 Bordeaux Builder Wood Fireplace Colors: Lamina Sienna/

Cordova Stone Midnight Base + Top

Approximate Weight:

Rough Dimensions:

vented gas unit on-site.

WOOD BOXES13140001 Bordeaux Wood Boxes (Pair)Colors: Lamina Sienna/

13140020 Bordeaux Wood Boxes (Pair)Colors: Lamina Sienna/

Cordova Stone Midnight13140505 Bordeaux Wood Boxes (Pair)

Cordova Stone Midnight

Approximate Weight:

Rough Dimensions: 1 4


BRICK OVEN13000012Bordeaux Brick Oven Colors: Lamina Sienna/

+ Top

13000014Bordeaux Brick Oven Colors: Lamina Sienna/

Cordova Stone Midnight Base + Top

13000817Bordeaux Brick Oven

Cordova Stone Midnight Base + TopApproximate Weight:

Rough Dimensions:

GRILL ISLAND13110010 (NG) 13110011 (LP) Bordeaux Grill IslandColors: Lamina Sienna/

+ Stainless

13110014 (NG) 13110015 (LP) Bordeaux Grill IslandColors: Lamina Sienna/

Cordova Stone Midnight + Stainless

13110518 (NG) 13110818 (LP) Bordeaux Grill Island

Cordova Stone Midnight + Stainless

Approximate Weight:

Rough Dimensions:

GRILL ISLAND INCLUDES• Napolean 5-Burner Grill

Cooking Grids • JETFIRE Ignition • Rear Infrared Rotisserie Burner • 760 sq. in. of cooking surface • Up to 66,000 BTU • Napoleon Stainless Steel * Hoses not included, recommended

hard-piped installation.

Model Height Length Width Weight ItemNumber

750 7.75’ 4’ 4’ 6500 70306097


WOOD BOXES70300046 Brighton Wood Boxes (Pair)

70580291 Brighton Wood Boxes (Pair)

Brookstone SlateApproximate Weight Per Pair:

Rough Dimensions:

BRIGHTON™ SERIESELEMENTS™

FIREPLACERough Dimensions:

WOOD BOXES Rough Dimensions:

HERITAGECOLLECTION


FIREPLACE 70580007 Brighton Fireplace

Base + Top

70580378 Brighton Fireplace

Slate Base + Top

Approximate Weight:

Rough Dimensions:

converted to a vented gas unit on-site.


BRISTOL™ SERIESELEMENTS™

FIREPLACE Rough Dimensions:

WOOD BOXES Rough Dimensions:

ARCHED HEARTHRough Dimensions:

WOOD BOXES70580334 Bristol Wood Boxes (Pair) Colors: Weston Gascony Tan/ 70580534 Bristol Wood Boxes (Pair) Colors: Weston Cotswold Mist/ Approximate Weight Per Pair:

Rough Dimensions:

NATURALCOLLECTION


FIREPLACE 70580261 Bristol Fireplace Colors: Weston Gascony Tan/

70580312Bristol Fireplace Colors: Weston Cotswold Mist/

Approximate Weight:

Rough Dimensions:

converted to a vented gas unit on-site.


BRICK OVEN70583280Bristol Brick Oven Colors: Weston Gascony Tan/

Base + Top

70580205Bristol Brick Oven Colors: Weston Cotswold Mist/

Base + Top

Approximate Weight:

Rough Dimensions:

ARCHED HEARTH70580262Bristol Arched Hearth Colors: Weston Gascony Tan/ 70580309Bristol Arched Hearth Colors: Weston Cotswold Mist/ Approximate Weight:

Rough Dimensions:

Model Height Length Width Weight ItemNumber

750 7.75’ 4’ 4’ 6500 70306097


GRILL ISLAND13110008 (NG 11130250 (LP) Bristol Grill IslandColors: Weston Gascony Tan/

-less

13110009 (NG) 13110256 (LP) Bristol Grill IslandColors: Weston Cotswold Mist/

Stainless

Approximate Weight:

Rough Dimensions:

GRILL ISLAND INCLUDES• Napoleon 5 Burner Grill • Stainless Steel Cooking Grids

• Rear Infrared Rotisserie Burner • 760 sq. in. of cooking surface • Up to 66,000 BTU • Requires 110v outlet

* Hoses not included, recommended hard-piped installation.


INSTALLATION INSTRUCTIONSELEMENTS™

Elements are very easy to install. Here are a couple cross section details to consider. Keep in mind, these are not engineered plans. Make sure you check with your local municipality for their requirements when installing Elements. Here are a few

• Always transport the Element on the pallet it comes with until you are ready to place on the permanent location.

• Make sure to use a ratchet strap to secure the Element to the loader when transporting and placing.


CONCRETE PAD INSTALLATION

installation information.


FIRE PIT KITS INSTALLATION INSTRUCTIONS•

• Failure to follow these instructions could result in

physical injury

• Caution: For outdoor use only• • For adult use only — do not allow children to use the

• Do not use on lawns, wooden decks, concrete or

asphalt• • Do not use in windy conditions• •

of any kind, including covered porches•

•

ignite it•

they are likely to throw sparks — hardwoods are recommended

• is in use

• Exercise the same precautions you would with any

•

• •

•

and are not permitted

ADDITIONAL MATERIALS NEEDED• Tamper• Level• 2 Bags of Leveling Sand•

• Caulk Gun• 3 Bags of Gravel or Lava Rock• Shovel• Optional Marking Paint or Chalk


SHAPES & SIZES

4 x 11 x 6


UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

FLAGSTONE BLOCK

4 X 11 X 6 – – – 36 – – – – – – 950

Round Fire Pit: Outside is 4' in diameter. 36 blocks stacked 3 rows high.Metal ring insert is included in the kit.

FLAGSTONEFIRE PIT KIT

FLAGSTONE FIRE PIT KIT INSTALLATION INSTRUCTIONS

fires or requirements as to where you can place the fire pit in relation to your house or other structures. The fire pit should sit

and fill it with crushed stone. The hole acts like a sump to drain rainwater, ashes and soot.

Use the insert as a guide to lay out the first course. Place it on

the ring.

courses until you have reached the desired height.

ROUND 3 courses - 36 pieces of Flagstone stones, outside diameter is 44"

around the top flange. Fill the fire pit with a graded stone or

HERITAGECOLLECTION


4 x 71/2 x 8


UNIT UNIT/MEASURE OUTSIDE HEIGHT UNITS/

PALLETLNFT PALLET

(SOLDIER)LNFT PALLET

(SAILOR)UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

WESTON STONE FIRE PIT KIT

4 X 71/2 X 8 KIT 48" 12" 57 – – – – – 944

Round Fire Pit: Outside is 4' in diameter. 57 blocks stacked 3 rows high.Metal ring insert is included in the kit.

SHAPES & SIZES

WESTON STONE™

4" WESTON FIRE PIT KIT

WESTON STONE FIRE PIT KIT INSTALLATION INSTRUCTIONS

fires or requirements as to where you can place the fire pit in relation to your house or other structures. The fire pit should sit

and fill it with crushed stone. The hole acts like a sump to drain rainwater, ashes and soot.

Use the insert as a guide to lay out the first course. Place it on

the ring.

courses until you have reached the desired height.

ROUND

around the top flange. Fill the fire pit with a graded stone or

HERITAGECOLLECTION


Round fire pit metal surround also available in 5'9" inner diameter.

Square firepit metal surround sold separately for use with Weston Universal. Available in 28.5 x 28.5 and 3'8" or 4'8" outside diameter


RETAININGWALL

P P P

SHAPES & SIZES

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

WESTON STONE UNIVERSAL

4 x 12 x 8 33.5 – – 120 – – – – – – 3136

UNIVERSAL

4 x 12 x 8

WESTON STONE™ SQUARE & ROUND

WESTON STONE™ ROUND

Available in un-tumbled. Contact your Belgard Representative for information.

4 x 71/2 x 8

HERITAGECOLLECTION


Remove all sod, roots and dirt to a depth of 2 inches inside the circle.

creating a circle. Make sure each

side to side and even with adjacent

Lay the third layer the same way you laid the second. The third layer

concrete adhesive as you did in step 7.

Level the soil with a tamper and

Tip: Use a level to check.

For a lawn, mark a 58” diameter circle with marking paint then go to step 2. For a patio, use chalk instead of paint then skip to step 5.

and level. Moisten with water to aid compaction then use a tamper to

together using concrete adhesive.

STEP 1

STEP 4

STEP 7

STEP 2

STEP 5

STEP 8

STEP 3

STEP 6

STEP 9


COPING, EDGERS,STEPS & CURB

TABLE OF CONTENTS

COPING, EDGERS, STEPS & CURB

228 Anglia Edger®

230 Laguna™ Universal

231 Landings™ Step Unit

233 Marina™ Coping

235 Melville™ Curb

RESIDENTIAL COMMERCIAL STEPS KITCHEN POOLS PATIOS

P P

SHAPES & SIZES

Small Rectangle Medium Rectangle Large Rectangle X-Large Rectangle

81/8 x 51/4 x 8 101/2 x 51/4 x 8 155/8 x 51/4 x 8 18 x 51/4 x 8

X-Large Rectangle

Not sold individually.


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

ANGLIA EDGER MULTI-PIECE

81/8 x 51/4 x 8 8 2.6 3 12 4 – 69.75 – 38 LF 883 2650

101/2 x 51/4 x 8 10 3.5 3 12 4 – 69.75 – 38 LF 883 2650

155/8 x 51/4 x 8 15.75 5.25 3 12 4 – 69.75 – 38 LF 883 2650

18 x 51/4 x 8 36 12 3 24 8 – 69.75 – 38 LF 883 2650

TOTAL – – 3 60 20 – – – – – –

ANGLIA EDGER®

EDGERS

CONCAVESTRAIGHT 90º CORNER

NATURALCOLLECTION


ANGLIA EDGER INSTALLATION INSTRUCTIONS

EXCAVATION DEPTH AND MINIMUM FOUNDATION(3)

Nature of Project Garage Entrance Patio or Sidewalk

Nature of soil Clay(2) Sandy Clay Sandy

Minimum excavation required 16-in 12-in 14-in 10-in

Minimum foundation thickness 0-3/4” crushed stone 12-in 8-in 10-in 6-in

Minimum/maximum uncompacted installation(1) bed 5/8-in to 1-in 5/8-in to 1-in 5/8-in to 1-in 5/8-in to 1-in

Thickness of the paving stone 2 3/8-in or 3 1/8-in 2 3/8-in or 3 1/8-in 2 3/8-in or 3 1/8-in 2 3/8-in or 3 1/8-in

whole.

3. Conforms to the recommended ICPI standards (Interlocking Concrete Pavement Institute)

Pavers Anglia Edger

Laying bed 1-in concrete sand

0–3/4-in compacted granular foundation

8-in minimum

Minimum 12-inExcess width


60mm 80mm

23/8 x 143/16 x 235/8 31/8 x 143/16 x 235/8


P P

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

LAGUNA COPING

23/8 X 143/16 X 235/8 94.4 9.44 10 40 4 – – – – – 2710

31/8 X 143/16 X 235/8 75.52 9.44 8 32 4 – – – – – 2850

SPECIAL ORDER LAGUNA™ UNIVERSALSTEPS

Contact your Belgard Representative for availability.




P P P

Step Unit

6 x 48 x 18*

SHAPES & SIZES


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

LANDINGS STEP UNIT

48 x 18 x 6 4 2 2 2 1 – 4 0.5 400 400 800

Actual dimensions may vary from these approximate values due to variations in manufacturing processes. Contact your Belgard representative for details.

LANDINGS™ STEP UNITSTEPS

STEP UNIT

Two unique faces on each step

The textures on sides 1 and 2 are designed to nest with minimal

1 2 1 2

1 2 2 1

Place units so they nest tightly together.

INSTALLATION | LANDINGS ™ STEP UNIT

Each Landings™ step unit is manufactured with two

and packaged for easy skid-steer loader removal.

BASE COURSE

3 /4 level. Set unit and, if desired, add a slight pitch of no more than 1/4 inch toward the front of the step to shed moisture. If installing step units next to a retaining

SINGLE STEP

NATURALCOLLECTION


INSTALLATION | LANDINGS ™ STEP UNIT

STAIR TREAD

instructions, making sure the top of the

installed unit. Recommended tread depth is

16 inches. When installing steps adjacent

LANDING

instructions. Each step unit is manufactured with two unique face patterns. The face patterns are manufactured to nest together, which will create a narrower joint, providing pleasing aesthetics.

STEPS IN A 90-DEGREE WALL

the walls adjacent to the steps.

SKID-STEER LOADER

unit onto its desired location, using a spacer to ease in fork removal.

A helpful tip to protect the step unit is to wrap the fork of the skid-steer with corrugated plastic packaging from the pallet or other protective materials. Secure to the forks.

CLAMP

Using a materials clamp, center the clamp on the step unit. Attach

of the pallet and move it into place. Be sure to have a second person to help guide the unit into place as the machine sets the step unit down.

STRAPS

around the center if using one or close to step unit ends if two straps

of the strap(s) to skid-steer or mini-excavator. Slowly lift the step unit from the pallet and move it into place. Be sure to have a second person to help guide the unit into place as the machine sets the step unit down. Using a spacer will help to ease in the strap removal.

CART

When using a cart, place provided corrugated plastic from pallet or other protective material onto the cart to help protect the step unit. With help from a second person, slowly slide the step unit from the pallet onto the cart. Maneuver the unit carefully into place.

Landings™ step unit(typical)

6" tall dummy block repeatedunder all steps

6" minimumcompacted gravel Base

On-site soil

2" (min.)

Pavers

Paver bedding sand

www.youtube.com /anchorblockmn



P P


UNITSQFT/

PALLETSQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER



UNITS/SQFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MARINA COPING

6 X 12 X 23/8 – – 3 126 42 63 – – 14 588 1764

Marina 6" Coping

6 x 12 x 23/8

SHAPES & SIZES

MARINA™ COPING LEGACYCOLLECTION


INSTALLATION GUIDE - POOL

INSTALLATION GUIDE - STEPS

Pool liner

Pool panels

1/2-in

DETAIL 1

Pool coping and pavers with adhesive or

mortar under first row

Reinforcement Bars

Sand

Pool Panels

Perforated drain 4-in

Metal Rod3/8-in

Wire mesh 6-in x 6-in x 9ml (G)

Concrete footing 8-in x 8-in

Concrete deck ± 39-in wide x 4-in thick

Concrete Sonotube 6-in Ø

Granular base 0–20mm compacted

Granular base 0–20mm compacted

Bedding course 1-in

DETAIL 1

Slope 1%

8-in - 10-in

3 1/8-in

OPTION 1

A. Marina Coping

B. Wall Block

C . or Wall BlockNote: All elements must be glued together with the concrete adhesive

OPTION 2

A. Marina Coping

B. Wall BlockNote: A & B elements must be glued together with the concrete adhesive.

B

B

B

B

B

BA

A

C

C

Pavers

2 3/8-in1-in

7-in

12-in

2 3/8-in

B

B

B

BA

A

C

C

6-in

1-in

7-in

12-in



UNIT SQFT/PALLET

SQFT/LAYER

LAYER/PALLET

UNITS/PALLET

UNITS/LAYER

UNITS/LNFT

WEIGHT/UNIT LBS

WEIGHT/LAYER LBS

WEIGHT/PALLET LBS

MELVILLE CURB

4 x 24 x 61/2 96 LNFT 24 LNFT 4 48 12 0.5 51.66 620 2480

RESIDENTIAL COMMERCIAL STEPS COLUMNS FIRE PITS POOLS PATIOS

P P

SHAPES & SIZES

Curb

4 x 24 x 61/2

METROPOLITANCOLLECTIONSPECIAL ORDER

MELVILLE™ CURBCURBS


S P E C I A L O R D E R

S P E C I A L O R D E R

NEW

NEW

PR

EP E Z B A S E®

PANEL BASE SYSTEM

• Saves up to 8 inches of excavation

• Each panel replaces up to 250 lbs of base aggregates

• Ideal for porcelain tile installation

• Durable — will not degrade in the ground

1

• No mixing required

• Enhances the strength of DRiBOND

B O R D E R B O N D ™

FORTIFIER FOR BORDER PAVERS

SET

D R i B O N D ™

DRY MUDSETS T R U C T U R E B O N D ™

FOAM ADHESIVE • Applied directly to existing concrete slab

• Ideal for thin paver overlays installation

2

SAN

D3 H P N E X T G E L™

JOINTING SAND• Heavy-sloped and

high-traffic areas

• False or wide joints from 1/16" to 4"

• Haze and dust free

S M A R T S A N DPOLYMERIC SAND• Designed for optimal

jointing of interlocking paver installations

• For paver joints from 1/16" to 1"

• Deters insects and weed growth

• Eliminates joint erosion

N O C OPOLYMERIC SAND AS A MORTAR JOINT ALTERNATIVE• Compressive strength where

compaction is not possible

• Stays flexible and responds to ground movements that could cause the joints to crack or damage the stones

P R O D U C T S T H A T M A K E I N S T A L L A T I O N E A S I E R

INSTALLATIONINNOVATIONS

TA N D E M ® M O D U L A R B L O C K goes higher with a smaller footprint

B E L G A R D E L E M E N T S ™ make a big impact with little effort

Upgrade your installation with S T O N E D E K S

Build a solid foundation with T O R P E D O B A S E B L O C K

N O C O P O LY M E R I C S A N D as a mortar joint alternative

Get back to nature with an I R R E G U L A R E D G E


© Copyright 2020 Oldcastle. All Rights Reserved. BEL20-036

CPM OLDCASTLE® APG A CRH COMPANY

4110 192nd St. East

Tacoma, WA 98446

844.371.5138 | Belgard.com

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2020 cpm resource guide - belgard.com 2020 resource … · some patterns may not necessarily...

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