Full Veneer Stone Assemblies

SECTION 04 40 00 - Stone Assemblies

FULL VENEER STONE ASSEMBLIES

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** NOTE TO SPECIFIER ** Eden Stone Co. Inc.; quarriers and manufacturer of natural architectural building stone and landscaping stone.
.
This section is based on the products of Eden Stone Co. Inc., which is located at:
W4520 Lime Rd.
Eden, WI 53019-1108
Tel: 920-477-2521
Fax: 920-477-7000
Email:request info ()
Web:
[Click Here] for additional information.
Eden Stone operates seven quarries throughout Wisconsin to deliver some of the most unique stone products in the world. There are 2 quarrys in the Valders area, including the largest covering about 150 acres. It is located in east-central Wisconsin between Lake Winnebago and Lake Michigan about 70 miles north of Milwaukee. The Eden quarry is located about nine miles southeast of Fond du Lac nestled in the rolling hills of the kettle moraine of Wisconsin. The Oakfield, Chilton (2) and Stevens Point area quarries allow Eden Stone to provide a diverse selection of colors, textures and materials to clients around the world.
The beauty, strength, and value of stone is easily incorporated into both decorative and structural components of the building project. Use stone for contemporary or traditional designs including arches, panels, pillars, quoins and other components. Valders is a full service company including all phases of production, shop drawings, fabrication and shipping. Installation assistance is also available. Call for more information on the design and use of cut stone including custom designs.
This specification includes full natural stone veneers that vary in depth 3 to 6 inches (76 to 152 mm). Most full veneers listed below are also available in a sawn thin veneer to a nominal depth of 3/4 to 1-1/2 inches (19 mm to 38 mm). See Section 04 22 00.13 - Concrete Unit Veneer Masonry for thin veneer specifications.

1 GENERAL

1.1 SECTION INCLUDES

** NOTE TO SPECIFIER ** Delete items below not required for project.

1.1.1 Solid masonry construction of base supported natural full stone veneer, set in cement mortar, with a structural back-up of masonry or metal lath on a structural backing.

1.1.2 Special decorative cut stone shapes for trim.

1.1.3 Installation of built-in accessories.

1.2 RELATED SECTIONS

** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.

1.2.1 Section 33 01 00 - Operation and Maintenance of Utilities.

1.2.2 Section 32 14 13.16 - Precast Concrete Unit Paving Slabs.

1.2.3 Section 03 30 00 - Cast-in-Place Concrete.

1.2.4 Section 03 30 00 - Cast-in-Place Concrete.

1.2.5 Section 04 22 00.16 - Surface-Bonded Concrete Unit Masonry.

1.2.6 Section 04 22 00.13 - Concrete Unit Veneer Masonry.

1.2.7 Section 05 12 16 - Fabricated Fireproofed Steel Columns.

1.2.8 Section 05 40 00 - Cold-Formed Metal Framing.

1.2.9 Section 05 50 00 - Metal Fabrications.

1.2.10 Section 06 11 00 - Wood Framing.

1.2.11 Section 07 62 00 - Sheet Metal Flashing and Trim.

1.2.12 Section 07 65 26 - Self-Adhering Sheet Flashing.

1.2.13 Section 07 90 00 - Joint Protection.

1.2.14 Section 09 26 00 - Veneer Plastering.

1.3 REFERENCES

** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.

1.3.1 ASTM A 153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

1.3.2 ASTM A 580 - Standard Specification for Stainless Steel Wire.

1.3.3 ASTM A 666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

1.3.4 ASTM C 91 - Standard Specification for Masonry Cement.

1.3.5 ASTM C 97 - Standard Specification for Absorption and Bulk Specific Gravity of Dimension Stone.

1.3.6 ASTM C 99 - Standard Specification for Modulus of Rupture of Dimension Stone.

1.3.7 ASTM C 144 - Aggregate for Masonry Mortar.

1.3.8 ASTM C 150 - Standard Specification for Portland Cement.

1.3.9 ASTM C 170 - Standard Specification for Compressive Strength of Dimension Stone.

1.3.10 ASTM C 207 - Standard Specification for Hydrated Lime for Masonry Purposes.

1.3.11 ASTM C 270 - Mortar for Unit Masonry.

1.3.12 ASTM C 568 - Standard Specification for Limestone Dimension Stone.

1.3.13 ASTM C 780 - Preconstruction Evaluation of Mortar for Plain & Reinforced Masonry.

1.3.14 ASTM C 880 - Standard Specification for Flexural Strength of Dimension Stone.

1.3.15 ACI 530/ASCE 5/TMS 402 - Building Code Requirements for Masonry Structures.

1.3.16 ACI 530.1/ASCE 6/TMS 602 - Specifications for Masonry Structures.

1.3.17 National Concrete Masonry Association TEK 8-2A for masonry cleaning.

1.3.18 ACI 530/ASCE 5/TMS 402 - Building Code Requirements for Masonry Structures.

1.3.19 ACI 530.1/ASCE 6/TMS 602 - Specifications for Masonry Structures.

1.3.20 ACI 530.1/ASCE 6/TMS 602

1.3.21 AISC Specification for Structural Steel Buildings Allowable Stress Design, and Plastic Design.

1.3.22 AWS D1.1 - Structural Welding Code - Steel.

1.4 SYSTEM DESCRIPTION

** NOTE TO SPECIFIER ** Edit the following to suit design requirements. Delete references from the list below that are not actually required by the text of the edited section.

1.4.1 Design Requirements: Perform Work in accordance with ACI 530/ASCE 5/TMS 402 Building Code Requirements for Masonry Structures, ACI 530.1/ASCE 6/TMS 602 Specifications for Masonry Structures and the applicable Building Code.

1.4.2 Design foundations, supporting walls, anchorage, spans, fastening, and joints under direct supervision of Professional Engineer experienced in design of this Work and licensed at Project location.

1.4.3 Design, fabricate, and install stonework to withstand normal loads from wind, gravity, movement of building structure, and thermally induced movement, as well as to resist deterioration under conditions of normal use including exposure to weather, without failure.

1.4.4 Design to carry the design loads with safety factors or allowable stresses as a minimum, in accordance with the following:

1.4.4.1 Welds: Structural Welding Code (AWS D1.1 and AISC).

1.4.4.2 Expansion Bolts: Per ICBO evaluation report for the specific bolt to be used.

1.4.4.3 Design Loads: Design all panel and panel attachments to carry the following design loads with appropriate safety factors:

1.4.4.3.1 Wind Loads: In accordance with the applicable code.

1.4.4.3.2 Seismic Loads: In accordance with the applicable code where applicable.

1.4.4.3.3 Vertical Loads:

1.4.4.3.3.1 Dead Loads: Actual computed weight of panels and other stone work.

1.4.4.3.3.2 Live Loads: In accordance with the applicable code.

1.4.5 Design, detail and fabricate connections to provide allowance for fabrication tolerances, erection tolerances, and structural deflections.

1.4.6 Design to include provisions to prevent galvanic and other forms of corrosion by insulating metals and other materials from direct contact with non-compatible materials, or by suitable coating.

1.5 SUBMITTALS

1.5.1 Submit under provisions of Section 01 30 00 - Administrative Requirements.

1.5.2 Product Data: Manufacturer's data sheets on each product to be used, including:

1.5.2.1 Preparation instructions and recommendations.

1.5.2.2 Storage and handling requirements and recommendations.

1.5.2.3 Installation methods.

1.5.2.4 Cleaning methods.

1.5.3 Design Data: Submit design mix when Property specification of ASTM C270 is to be used, with required environmental conditions, and admixture limitations.

** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected.

1.5.4 Selection Samples: For each stone product specified, submit two samples, minimum size 48 inches (1216 mm) square, representing actual product, color, and texture.

1.5.5 Samples: Submit samples of mortar representing actual mortar color and color range.

1.5.6 Quarrier's Certificate: Certify stone properties and mortar mix will conform to specified requirements.

1.6 QUALIFICATIONS

1.6.1 Stone Quarrier: Company specializing in manufacturing products specified in this section with minimum five years documented experience.

1.6.2 Stone Masonry Company: Company specializing in performing Work of this section with minimum five years documented experience.

1.6.3 Qualify welding operators in accordance with AWS "Standard Qualification Procedure." Provide certification that each welder employed in the work is qualified for welding processes involved by having satisfactorily passed AWS qualification tests and, if applicable, by undergoing recertification.

1.7 QUALITY ASSURANCE

1.7.1 Stone Materials: Stone shall be standard grade, free of crack or seam which may impair its structural integrity or function and shall comply with industry standards and practices specified.

** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project.

1.7.2 Mock-Up: Provide a sample panel for evaluation of construction techniques, finishes and workmanship.

1.7.2.1 Provide in location designated by Architect.

1.7.2.2 Size: 8 feet by 8 feet (2.4 m by 2.4 m)

1.7.2.3 Include stone types and sizes to be used and include a typical corner condition with special shapes and joint treatment.

1.7.2.4 Clean the sample panel using the same materials and tools as planned for the final stone masonry construction.

1.7.2.5 Do not proceed with remaining work until workmanship and color is approved by Architect.

1.7.2.6 Sample panel will be used as a standard for the balance of the work.

** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.

1.7.2.7 Remove sample panel at the completion of the work.

1.7.2.8 Sample panel may be incorporated into the work.

1.7.3 Preconstruction Meetings: Conduct preconstruction meetings including the Architect, Contractor, stone masonry subcontractor, and the flashing subcontractor to verify project requirements, substrate conditions, manufacturer's installation instructions and other requirements. Comply with Division 1 requirements.

1.8 DELIVERY, STORAGE, AND HANDLING

1.8.1 Store products on pallets, under cover and in manufacturer's unopened packaging until ready for installation.

1.8.2 All stone shall be received and unloaded at the site with necessary care in handling to avoid damaging or soiling.

1.8.3 Store stone materials on pallets on a dry level surface. Pallets shall not be stacked and shall be covered with tarps.

1.8.4 Store mortar under cover and in an area where temperature is maintained between 4 degrees C (40 degrees F) to 43 degrees C (110 degrees F).

1.9 PROJECT CONDITIONS

1.9.1 Hot and Cold Weather Requirements: In accordance with ACI 530.1/ASCE 6/TMS 602 Specifications for Masonry Structures.

1.9.2 Ambient temperature shall be 40 degrees F (4.4 degrees C) or above during erection of stone masonry. When ambient temperature falls below 50 degrees F, mortar mixing water shall be heated.

2 PRODUCTS

2.1 MANUFACTURERS

2.1.1 Acceptable Manufacturer: Eden Stone Co. Inc., which is located at: W4520 Lime Rd.; Eden, WI 53019-1108; Tel: 920-477-2521; Fax: 920-477-7000; Email:request info (); Web:

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.

2.1.2 Substitutions: Not permitted.

2.1.3 Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.

2.2 VENEER STONE

** NOTE TO SPECIFIER ** Select product colors and patterns from Eden Stone Co. Literature or by direct visual inspection of samples. Special heights and lengths are available by special order. Delete paragraphs below that are not required. If more than one product is used identify the locations of each product on the Drawings. If special shapes are required clearly indicate the location and size on the drawings. Note that most full veneers listed below are also available in a sawn thin veneer to a nominal depth of 3/4 to 1-1/2 inches (19 mm to 38 mm).
** NOTE TO SPECIFIER ** The following definitions have been included for reference:
Sawed Edge - Stone that is cut on a large diamond tipped saw to deliver an exact angle for the cut.
Bed Face - The natural bed layer of the stone. The exposed surface is the naturally formed "top" surface of the stone as they were created in nature.
Rock Face - The hand or machine chiseled finish on the side of the stone piece. This creates a more dimensional, bolder texture to the piece.
Split Face - Adds a machine split face finish to the side of the stone piece. The stone piece is "broken", very exactly on a hydraulic guillotine. It is also called "snapped edge"
Weathered Edge - The natural, layered edge of the stone piece, which has been exposed to the elements for centuries. It shows varied levels of erosion and coloring. Some vegetation may still be embedded in the surface.

2.2.1 Artesian Blend: 60 percent Chilton Machine Cut Veneer, 30 percent Bluestone Machine Cut Veneer, 10 percent Windsor. Color: Shades of gray, blue, slight lavender, and casual medium golden brown.

2.2.1.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.1.2 Heights: 2 to 9 inches (51 to 229 mm) machine cut veneer.

2.2.1.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.1.4 Material shall conform to ASTM C 568 with the following properties:

2.2.1.4.1 Maximum absorption rate of 0.50 percent when tested in accordance with ASTM C 97. 2 to 9 inches (51 to 229 mm) machine cut veneer, 6 to 14 inches (152 to 356 mm) bedface.

2.2.1.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.1.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.2 Barkum Blend: 60 percent hand dressed Eden Machine Cut Veneer, 25 percent red seamface, 15 percent Eden bedface. Color: Shades of gray, red and buff.

2.2.2.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.2.2 Heights: Random 2 to 9 inches (51 to 229 mm) machine cut veneer, 6 to 14 inches (152 to 356 mm) bedface.

2.2.2.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.2.4 Material shall conform to ASTM C 568 with the following properties:

2.2.2.4.1 Maximum absorption rate of 0.40 percent when tested in accordance with ASTM C97. 2 to 9 inches (51 to 229 mm) machine cut veneer, 6 to 14 inches (152 to 356 mm) bedface.

2.2.2.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.2.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.3 Chestnut Blend: 50 percent dark brown boulders, 50 percent medium brown flats. Color: light brown to dark brown.

2.2.3.1 Flat Lengths: 8 to 30 inches (203 to 762 mm).

2.2.3.2 Flat Heights: 8 to 30 inches (203 to 762 mm).

2.2.3.3 Bolder Diameter: 8 to 24 inches (203 to 610 mm).

2.2.3.4 Thickness: Nominal 3 inches (76 mm) to 6 inches (152 mm).

2.2.3.5 Material shall conform to ASTM C 616 with the following properties:

2.2.3.5.1 Maximum absorption rate of 0.80 percent when tested in accordance with ASTM C 97.

2.2.3.5.2 Minimum density of 150 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.3.5.3 Minimum compressive strength of 24,000 average psi when tested in accordance with ASTM C 170.

2.2.4 Chestnut Boulders: Some tumbled edges. Color: Medium to darker brown.

2.2.4.1 Bolder Diameter: 8 to 24 inches (203 to 610 mm).

2.2.4.2 Thickness: Nominal 3 inches (76 mm) to 6 inches (152 mm).

2.2.4.3 Material shall conform to ASTM C 616 with the following properties:

2.2.4.3.1 Maximum absorption rate of 0.80 percent when tested in accordance with ASTM C 97.

2.2.4.3.2 Minimum density of 150 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.4.3.3 Minimum compressive strength of 24,000 average psi when tested in accordance with ASTM C 170.

2.2.5 Chilton Weathered Edge Select: Brown to light brown with buff highlights.

2.2.5.1 Lengths: Random 8 to 24 inches (203 to 610 mm).

2.2.5.2 Heights: Random 2 to 9 inches (51 to 229 mm).

2.2.5.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.5.4 Material shall conform to ASTM C 568 with the following properties:

2.2.5.4.1 Maximum absorption rate of 0.20 percent when tested in accordance with ASTM C 97.

2.2.5.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.5.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.6 Chilton Weathered Edge with Red: Brown, light brown, buff, orange, red with some gold.

2.2.6.1 Lengths: Random 8 to 30 inches (203 to 762 mm).

2.2.6.2 Heights: Random 2 to 9 inches (51 to 229 mm).

2.2.6.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.6.4 Material shall conform to ASTM C 568 with the following properties:

2.2.6.4.1 Maximum absorption rate of 0.20 percent when tested in accordance with ASTM C 97.

2.2.6.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.6.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.7 Chilton Weathered Edge - No Red: Brown, light brown, buff, orange with some gold.

2.2.7.1 Lengths: Random 8 to 24 inches (203 to 610 mm).

2.2.7.2 Heights: Random 2 to 9 inches (51 to 229 mm).

2.2.7.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.7.4 Material shall conform to ASTM C 568 with the following properties:

2.2.7.4.1 Maximum absorption rate of 0.20 percent when tested in accordance with ASTM C 97.

2.2.7.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.7.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.8 Colonial Blend: 50 percent Eden Machine Cut Veneer, 30 percent Chilton Machine Cut Veneer, 10 percent brown seamface, 10 percent red seamface. Color: Various shades of buff, gray, brown, and red.

2.2.8.1 Lengths: Random 8 to 30 inches (203 to 762 mm).

2.2.8.2 Heights: Random 2 to 12 inches (51 to 305 mm).

2.2.8.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.8.4 Material shall conform to ASTM C 568 with the following properties:

2.2.8.4.1 Maximum absorption rate of 0.40 percent when tested in accordance with ASTM C 97.

2.2.8.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.8.4.3 Minimum compressive strength of 33,000 average psi when tested in accordance with ASTM C 170.

2.2.9 Contemporary Blend: 50 percent Chilton Machine Cut Veneer, 50 percent Valders Machine Cut Veneer. Color: gray, slight blue, slight lavender, and various shades of white/buff.

2.2.9.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.9.2 Heights: Random 2 to 12 inches (51 to 305 mm).

2.2.9.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.9.4 Material shall conform to ASTM C 568 with the following properties:

2.2.9.4.1 Maximum absorption rate of 1.40 percent when tested in accordance with ASTM C 97.

2.2.9.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.9.4.3 Minimum compressive strength of 13,000 average psi when tested in accordance with ASTM C 170.

2.2.10 Country Manor Windsor Tumbled: 60 percent Windsor, 30 percent Buckingham Rustic Royal Chateau, 10 percent Eden Machine Cut Veneer. Colors: Buff with Gray tones.

2.2.10.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.10.2 Heights: Random 2 to 9 inches (51 to 229 mm).

2.2.10.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.10.4 Material shall conform to ASTM C 568 with the following properties:

2.2.10.4.1 Maximum absorption rate of 0.5 percent when tested in accordance with ASTM C 97.

2.2.10.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.10.4.3 Minimum compressive strength of 24,000 psi average when tested in accordance with ASTM C 170.

2.2.11 Country Manor Oakfield: 50 percent Oakfield Machine Cut Veneer, 40 percent Oakfield Rustic Royal Chateau, 10 percent Oakfield Weathered Edge. Colors: Gray with buff tones.

2.2.11.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.11.2 Heights: Random 2 to 9 inches (51 to 229 mm).

2.2.11.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.11.4 Material shall conform to ASTM C 568 with the following properties:

2.2.11.4.1 Maximum absorption rate of 0.50 percent when tested in accordance with ASTM C 97.

2.2.11.4.2 Minimum density of 170 lbs/cubic ft when tested in accordance with ASTM C 97.

2.2.11.4.3 Minimum compressive strength of 24,000 psi average when tested in accordance with ASTM C 170.

2.2.12 Country Manor - Eden Blend: 10 percent seamface, 40 percent Rustic Royal Chateau, 50 percent machine cut veneer. Color: Gray tones turning buff as it ages.

2.2.12.1 Lengths: Random 8 to 36 inches (203 to 914 mm).

2.2.12.2 Heights: Random 2 to 14 inches (51 to 356 mm).

2.2.12.3 Thickness: 3-1/2 to 4-1/2 inches (89 to 114 mm) with some up to 5 inches (127 mm) maximum.

2.2.12.4 Material shall conform to ASTM C 568 with the following properties: