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(ARCOM) for the AIA SECTION 097516 - STONE BASE GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01Specification Sections, apply to this Section. SUMMARY Section includes stone base. Related Requirements: Retain subparagraph below to cross-reference requirements Contractor might expect to find in this Section but are specified in other Sections. Section 079200 "Joint Sealants" for sealing expansion joints in stone base. ACTION SUBMITTALS Product Data: For each[ variety of stone,] stone accessory, and manufactured product. LEED Submittals (Projects authorized for LEED certification only): First "Product Certificates for Credit MR 5" Subparagraph below applies to LEED-NC, LEED-CS, and LEED for Schools. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials, certificates indicating location of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include statement indicating distance to Project, cost for each regional material, and fraction by weight that is considered regional. "Product Certificates for Credit MR 5" Subparagraph below applies to LEED-CI. Retain option for Credit MR 5, Option 2. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regionally manufactured[ and regionally extracted and manufactured] materials. Include statement indicating cost for each regionally manufactured material. First subparagraph below applies to LEED-CI Credit MR 5, Option 1 and Option 2. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. First subparagraph below applies to LEED-CI Credit MR 5, Option 2. Include statement indicating location of manufacturer and point of extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. "Product Data for Credit IEQ 4.1" Subparagraph below applies to LEED-NC, LEED-CI, and LEED-CS; coordinate with requirements for adhesives and sealants. Product Data for Credit IEQ 4.1: For [adhesives] [and] [sealants], documentation including printed statement of VOC content. "Laboratory Test Reports for Credit IEQ 4.1" Subparagraph below applies to LEED for Schools. Laboratory Test Reports for Credit IEQ 4.1: For [adhesives] [and] [sealants], documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." Shop Drawings: Show fabrication and installation details for stone base, including dimensions and profiles of stone units. Show locations and details of joints. Show locations and details of anchors, including locations of supporting construction. Samples for Initial Selection: For joint materials involving color selection. Generally retain "Samples for Verification" Paragraph below, especially for more variable varieties where Samples may serve to define acceptable range of colors, patterns, etc. Samples for Verification: Section 013300 "Submittal Procedures" requires that Samples for verification "show the full range of color and texture variations expected"; however, this requirement may be inadequate for stone varieties that exhibit variations in color and veining. First subparagraph below may provide better control. For each stone type indicated, in sets of Samples not less than 12 inches (300 mm) square. Include [two] [three] [four] [five] or more Samples in each set and show the full range of variations in appearance characteristics in completed Work. For each color of [grout] [pointing mortar] [and] [sealant] required. INFORMATIONAL SUBMITTALS Coordinate "Qualification Data" Paragraph below with qualification requirements in Section 014000 "Quality Requirements" and as may be supplemented in "Quality Assurance" Article. Qualification Data: For [Installer] [fabricator]. Retain "Material Test Reports" Paragraph below for material test reports that are Contractor's responsibility. Material Test Reports: Stone Test Reports: For[ each] stone variety proposed for use on Project, by a qualified testing agency, indicating compliance with required physical properties, other than abrasion resistance, according to referenced ASTM standards. Base reports on testing done within previous [three] [five] years. Sealant Compatibility and Adhesion Test Report: From sealant manufacturer indicating that sealants will not stain or damage stone. Include interpretation of test results and recommendations for primers and substrate preparation needed for adhesion. QUALITY ASSURANCE Retain "Fabricator Qualifications" Paragraph below if required by Project size, fabrication, or installation details. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate stone similar to that required for this Project, and whose products have a record of successful in-service performance. Usually retain one of two "Installer Qualifications" paragraphs below. Generally retain first for undivided responsibility if Contractor is required to assume responsibility for engineering. Delete both if not required by Project size, fabrication, or installation details. Installer Qualifications: Fabricator of stone base. Installer Qualifications: A firm or individual experienced in installing stone base similar in material, design, and extent to that indicated for this Project, whose work has a record of successful in-service performance. Mockups: Build mockups to demonstrate aesthetic effects and to set quality standards for fabrication and installation. Retain first subparagraph below for large-scale mockup or include in Section 014000 "Quality Requirements." Indicate portion of wall represented by mockup on Drawings or draw mockup as separate element. Build mockup of typical wall area as shown on Drawings. Retain first subparagraph below for limited mockup. Build mockup for stone base, not less than 72 inches (1800 mm) long. Retain subparagraph below if the intention is to make an exception to the default requirement in Section 014000 "Quality Requirements" for demolishing and removing mockups. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. PRECONSTRUCTION TESTING Retain "Preconstruction Sealant Adhesion and Compatibility Testing" Paragraph below if specifying sealants in this Section. Preconstruction Sealant Adhesion and Compatibility Testing: Submit to joint-sealant manufacturers, for compatibility and adhesion testing according to sealant manufacturer's standard testing methods and Section 079200 "Joint Sealants," Samples of materials that will contact or affect joint sealants. DELIVERY, STORAGE, AND HANDLING Store and handle stone and related materials to prevent deterioration or damage due to moisture, temperature changes, contaminants, corrosion, breaking, chipping, and other causes. Mark stone units, on surface that will be concealed after installation, with designations used on Shop Drawings to identify individual stone units. Deliver sealants to Project site in original unopened containers labeled with manufacturer's name, product name and designation, color, expiration period, pot life, curing time, and mixing instructions for multicomponent materials. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. FIELD CONDITIONS Maintain air and material temperatures to comply with requirements of installation material manufacturers, but not less than 50 deg F (10 deg C) during installation and for seven days after completion. Field Measurements: Verify dimensions of construction to receive stone base by field measurements before fabrication and indicate measurements on Shop Drawings. COORDINATION Time delivery and installation of stone base to avoid extended on-site storage and to coordinate with work adjacent to stone base. PRODUCTS See Editing Instruction No. 1 in the Evaluations for cautions about named manufacturers and products. For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements." MANUFACTURERS Delete third option in "Source Limitations for Stone" Paragraph below if not using other stone Sections or if other Sections do not require same stone varieties. Source Limitations for Stone: Obtain[ each variety of] stone, [regardless of finish, ]from a single quarry[, whether specified in this Section or in another Section of the Specifications,] with resources to provide materials of consistent quality in appearance and physical properties. For stone types that include same list of varieties and sources, provide same variety from same source for each. Retain "Varieties and Sources" Paragraph below and delete stone-type articles below if specifying stone varieties and sources in Section 044200 "Exterior Stone Cladding." Specifying all stone types in one Section helps ensure uniformity of stone supplied under different Sections. Varieties and Sources: Subject to compliance with requirements, provide stone of varieties and from sources complying with Section 044200 "Exterior Stone Cladding." Delete "Varieties and Sources" Paragraph and retain one or more of first eight articles below to describe stone types used if not specifying stone types in Section 044200 "Exterior Stone Cladding." If retaining articles describing stone types here and only one type from each category is required, retain the generic name and use on Drawings instead of a stone-type designation; otherwise, copy and re-edit article retained for each type required, inserting a different stone-type designation each time. GRANITE Some varieties of granite that are suitable for interior use do not comply with ASTM C 615; verify that granite selected will comply before retaining "Material Standard" Paragraph below. Material Standard: Comply with ASTM C 615. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Granite shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Granite shall be fabricated within 500 miles (800 km) of Project site. "Description" Paragraph below is an example of a generic description that can be retained and revised for a nonproprietary specification. Description: Uniform, [fine] [medium]-grained, [white] [pink] [gray] [black] stone[ without veining]. For a more explicit specification, retain "Varieties and Sources" Paragraph below and name specific products. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Retain "Cut" Paragraph below if variety has veining and is cut parallel (fleuri cut) as well as perpendicular (vein cut) to the plane of the veining. Cut: [Vein] [Fleuri]. Retain "Orientation of Veining" Subparagraph below if retaining vein cut. Orientation of Veining: [Horizontal] [Vertical] [As indicated]. Retain first paragraph below only if available and applicable. Cut stone from one block or contiguous, matched blocks in which natural markings occur. Finish: [Polished] [Honed] [Thermal] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. LIMESTONE Material Standard: Comply with ASTM C 568. Usually retain one of three options in "Classification" Subparagraph below. If naming varieties and sources, specifying a classification may be unnecessary but would provide additional quality control and a salient characteristic to use in determining if another variety or source is equivalent. First option generally applies to very porous limestone, such as shell limestone; second, to oolitic limestone; and third, to dolomitic limestone. Classification: [I Low] [II Medium] [III High] Density. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Limestone shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Limestone shall be fabricated within 500 miles (800 km) of Project site. If retaining "Description" Paragraph below, retain one of three options. Coordinate with classification choice above. Description can serve as a salient characteristic if varieties other than those named are allowed and can be deleted if only specific named varieties are allowed. Description: [Dolomitic] [Oolitic] [Shell] limestone. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Retain "Varieties and Sources" Paragraph below if Indiana limestone is required. If retaining below, retain "II Medium Density" and "Oolitic" options above. Revise below if stone from a particular quarry is required. Varieties and Sources: Indiana oolitic limestone quarried in Lawrence, Monroe, or Owen Counties, Indiana. Select and Standard grades are hard to get in large sizes; gray is more plentiful than buff. Verify availability with producers. Indiana Oolitic Limestone Grade and Color: [Select, buff] [Select, gray] [Standard, buff] [Standard, gray] [Rustic, buff] [Rustic, gray] [Variegated], according to grade and color classification established by ILI. Retain "Cut" Paragraph below if variety has veining and is cut parallel (fleuri cut) as well as perpendicular (vein cut) to the plane of the veining. Delete if variety retained, such as Indiana limestone, has no veining. Cut: [Vein] [Fleuri]. Retain "Orientation of Veining" Subparagraph below if retaining vein cut. Orientation of Veining: [Horizontal] [Vertical] [As indicated]. Retain first paragraph below only if available and applicable. Matched blocks are not possible with Indiana limestone. Cut stone from one block or contiguous, matched blocks in which natural markings occur. Retain last option in "Finish" Paragraph below for Indiana limestone. Finish: [Smooth] [Sand rubbed] [Machine tooled, four bats per 1 inch (25 mm)] [Machine tooled, six bats per 1 inch (25 mm)] [Machine tooled, eight bats per 1 inch (25 mm)] [As indicated] [Match Architect's sample] [, matching standard ILI finish]. Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. MARBLE Many marble varieties that are suitable for interior use do not comply with ASTM C 503; verify that marble selected will comply before retaining "Material Standard" Paragraph below. Material Standard: Comply with ASTM C 503[, Classification I Calcite] [, Classification II Dolomite] [, Group A] [, Group B] [, Group C] [, Group D]. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Marble shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Marble shall be fabricated within 500 miles (800 km) of Project site. "Description" Paragraph below is an example of a generic description that can be retained and revised for a nonproprietary specification. Description is for a crystalline calcite marble; revise to describe other marble varieties if required. Description: Uniform, fine- to medium-grained, [white] stone with only slight veining. For a more explicit specification, retain "Varieties and Sources" Paragraph below and name specific products. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Retain "Cut" Paragraph below if variety has veining and is available either cut parallel (fleuri cut) or perpendicular (vein cut) to the plane of the veining. Cut: [Vein] [Fleuri]. Retain "Orientation of Veining" Subparagraph below if retaining vein cut. Orientation of Veining: [Horizontal] [Vertical] [As indicated]. Retain first paragraph below only if available and applicable. Cut stone from one block or contiguous, matched blocks in which natural markings occur. Finish: [Polished] [Honed] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. QUARTZ-BASED STONE Retain one of first three options in "Material Standard" Paragraph below; for bluestone, retain third and fourth options. Material Standard: Comply with ASTM C 616, [Classification I Sandstone] [Classification II Quartzitic Sandstone] [Classification III Quartzite] [, except for minimum free silica content]. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Quartz-based stone shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Quartz-based stone shall be fabricated within 500 miles (800 km) of Project site. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Finish: [Sand rubbed] [Natural cleft] [Thermal] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. SERPENTINE If retaining this article, retain one of two options in "Material Standard" Paragraph below. Classification I Exterior requires lower absorption and higher strength; verify that serpentine selected complies with this classification before retaining. Material Standard: Comply with ASTM C 1526, [Classification I Exterior] [Classification II Interior]. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Serpentine shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Serpentine shall be fabricated within 500 miles (800 km) of Project site. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Retain first paragraph below only if available and applicable. Cut stone from one block or contiguous, matched blocks in which natural markings occur. Finish: [Polished] [Honed] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. SLATE If retaining this article, retain one of two options in "Material Standard" Paragraph below. Classification I Exterior requires lower absorption and better acid resistance in addition to higher strength; verify that slate selected complies with this classification before retaining. Material Standard: Comply with ASTM C 629, [Classification I Exterior] [Classification II Interior]. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Slate shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Slate shall be fabricated within 500 miles (800 km) of Project site. Description: [Black] [Blue-black] [Gray] [Blue-gray] [Green] [Purple] [Mottled purple and green] [Red] slate with a fine, even grain[ and unfading color,] from clear, sound stock. "Description" Paragraph above is an example of a generic description that can be retained and revised for a nonproprietary specification. For a more explicit specification, retain "Varieties and Sources" Paragraph below and name specific products. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Finish: [Honed] [Sand rubbed] [Natural cleft] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. TRAVERTINE If retaining this article, retain one of two options in "Material Standard" Paragraph below. Classification I Exterior requires higher strength; verify that travertine selected complies with this classification before retaining. Material Standard: Comply with ASTM C 1527, [Classification I Exterior] [Classification II Interior]. Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Travertine shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Travertine shall be fabricated within 500 miles (800 km) of Project site. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Usually retain vein cut in "Cut" Paragraph below. Fleuri-cut travertine is often called "cross cut travertine." See Evaluations. Cut: [Vein] [Fleuri]. Retain "Orientation of Veining" Subparagraph below if retaining vein cut. Orientation of Veining: [Horizontal] [Vertical] [As indicated]. Retain first paragraph below only if available and applicable. Cut stone from one block or contiguous, matched blocks in which natural markings occur. Retain "Filling" Paragraph below if filling is required. Filling: Fill pores on faces of stone with cementitious filler of color [selected by Architect] [matching Architect's sample]. Finish: [Polished] [Honed] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. OTHER STONE Usually replace "Other Stone" in title of this article with common name or varietal name of stone, as used on Drawings. Material Standards: Maximum Absorption per ASTM C 97/C 97M: . Minimum Compressive Strength per ASTM C 170/C 170M: . Minimum Flexural Strength per ASTM C 880/C 880M: . Retain first "Regional Materials" Paragraph below for LEED-NC, LEED-CS, or LEED for Schools Credit MR 5 and LEED-CI Credit MR 5, Option 2; before retaining, verify availability of materials that comply. Regional Materials: Stone shall be fabricated within 500 miles (800 km) of Project site from stone that has been extracted within 500 miles (800 km) of Project site. Retain "Regional Materials" Paragraph below for LEED-CI Credit MR 5, Option 1; before retaining, verify availability of materials that comply. Regional Materials: Stone shall be fabricated within 500 miles (800 km) of Project site. Varieties and Sources: Subject to compliance with requirements, [provide the following] [provide one of the following] [available stone varieties that may be incorporated into the Work include, but are not limited to, the following]: . Finish: [Polished] [Honed] [Sand rubbed] [Natural cleft] [As indicated] [Match Architect's sample] . Retain paragraph below for added quality control if required. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. SETTING MATERIALS Retain "Molding Plaster" Paragraph below for standard setting of stone in locations where moisture is not a concern. For wet areas, use mortar for setting spots. Molding Plaster: ASTM C 59/C 59M. Retain "Portland Cement," "Hydrated Lime," and "Aggregate" paragraphs below if using mortar for setting spots. Portland Cement: ASTM C 150, Type I or Type II. Retain "Low-Alkali Cement" Subparagraph below if recommended by stone source to limit staining. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C 114. Hydrated Lime: ASTM C 207, Type S. Aggregate: ASTM C 144. Water: Potable. Adhesives, General: Use only adhesives formulated for stone and ceramic tile and recommended by their manufacturer for the application indicated. Adhesive in "Organic Adhesive" Paragraph below can be used for adhering stone base to gypsum board partitions; water-cleanable epoxy adhesive has higher bond strength, but organic adhesive is easier to use. Retain second option if required for LEED-NC, LEED-CI, or LEED-CS Credit IEQ 4.1. VOC content limit is that for ceramic tile adhesives. Retain third option if required for LEED for Schools Credit IEQ 4. Organic Adhesive: ANSI A136.1, Type I[.][, with a VOC content of 65 g/L or less.][, that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."] Retain "Manufacturers" Subparagraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6746&mf=04&src=wd" Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835424&mf=04&src=wd" Boiardi Products; a QEP company.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835425&mf=04&src=wd" Bostik, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835426&mf=04&src=wd" C-Cure.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835427&mf=04&src=wd" Custom Building Products.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835428&mf=04&src=wd" DAP Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835429&mf=04&src=wd" Jamo Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835430&mf=04&src=wd" Laticrete International, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835431&mf=04&src=wd" MAPEI Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835432&mf=04&src=wd" Mer-Krete Systems; ParexLahabra, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835433&mf=04&src=wd" Prospec; Bonsal American; a division of Oldcastle Architectural Products Group.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835434&mf=04&src=wd" Southern Grouts & Mortars, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835435&mf=04&src=wd" TEC, Specialty Construction Brands, Inc.; an H. B. Fuller company. . Water-cleanable epoxy adhesive can be used for adhering stone base to gypsum board partitions or to interior stone facing. Water-cleanable epoxy adhesive is also the preferred setting material for certain stone types that are prone to warping due to water absorption from various mortar types and from water-emulsion organic adhesives. (Although below is water cleanable, it contains very little water.) Retain second option in "Water-Cleanable Epoxy Adhesive" Paragraph below if required for LEED-NC, LEED-CI, or LEED-CS Credit IEQ 4.1. VOC content limit is that for ceramic tile adhesives. Retain third option if required for LEED for Schools Credit IEQ 4. Water-Cleanable Epoxy Adhesive: ANSI A118.3[.][, with a VOC content of 65 g/L or less.][, that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."] Retain "Manufacturers" Subparagraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6747&mf=04&src=wd" Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835436&mf=04&src=wd" Boiardi Products; a QEP company.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835437&mf=04&src=wd" Bonstone Materials Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835438&mf=04&src=wd" Bostik, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835439&mf=04&src=wd" C-Cure.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835440&mf=04&src=wd" Custom Building Products.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835441&mf=04&src=wd" Jamo Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835442&mf=04&src=wd" Laticrete International, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835443&mf=04&src=wd" MAPEI Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835444&mf=04&src=wd" Mer-Krete Systems; ParexLahabra, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835445&mf=04&src=wd" Prospec; Bonsal American; a division of Oldcastle Architectural Products Group.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835446&mf=04&src=wd" Summitville Tiles, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835447&mf=04&src=wd" TEC, Specialty Construction Brands, Inc.; an H. B. Fuller company. . Retain "Stone Adhesive" Paragraph below if joints are bonded rather than grouted, pointed, or sealant filled. Retain next-to-last option below if required for LEED-NC, LEED-CI, or LEED-CS Credit IEQ 4.1. VOC content limit is that for ceramic tile adhesives. Retain last option if required for LEED for Schools Credit IEQ 4. Stone Adhesive: Two-part, [epoxy-resin] [or] [polyester-resin] stone adhesive with an initial set time of not more than two hours at 70 deg F (21 deg C)[.][, and with a VOC content of 65 g/L or less.][, that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."] Color: [Clear] [Match stone]. Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6748&mf=04&src=wd" Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: Epoxy Adhesive:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835448&mf=04&src=wd" Akemi North America; Akepox. Epoxy Adhesive:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835449&mf=04&src=wd" SikeAxson, Wood & Stone Company; Adekit 130. Epoxy Adhesive: Bonstone Materials Corporation; Touchstone Last Patch. Epoxy Adhesive:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835450&mf=04&src=wd" Bonstone Materials Corporation; Touchstone Ratio Pac Clear Gel Epoxy. Epoxy Adhesive: . Polyester Adhesive:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835448&mf=04&src=wd" Akemi North America; Platinum Clear Polyester Adhesive. Polyester Adhesive: SikeAxson, Wood & Stone Company; Wood & Stone Polyester. Polyester Adhesive:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835450&mf=04&src=wd" Bonstone Materials Corporation; Gripstone L-200KG. Polyester Adhesive: . GROUT Retain this article if using grouts. Grouts may be used for stone joints less than 3/16 inch (5 mm) wide; point wider joints with mortar. Grout Colors: [Match stone] [As indicated by manufacturer's designations] [Match Architect's samples] [As selected by Architect from manufacturer's full range]. Retain grout types from "Sand-Portland Cement Grout, "Standard Cement Grout," "Polymer-Modified Tile Grout," and "Water-Cleanable Epoxy Grout" paragraphs below. Coordinate with installation requirements. Insert colors for each grout type or indicate in a schedule. Grout in "Sand-Portland Cement Grout" Paragraph below is field-mixed portland cement and fine-graded sand. Delete if only prepackaged products are acceptable or if sanded grout is not required. Sanded grout is generally used for joint widths 1/8 inch (3 mm) or wider. Avoid sand-portland cement grout for stone with honed or polished finish; sand can scratch the stone when grout is spread and wiped. Sand-Portland Cement Grout: ANSI A108.10, composed of white or gray cement and white or colored aggregate to produce required color. Standard cement grouts and polymer-modified tile grouts are prepackaged products and are available either sanded or unsanded. Sanded grout is generally used for joint widths 1/8 inch (3.2 mm) or wider; unsanded grout is generally used for joint widths 1/8 inch (3 mm) or narrower. Avoid sanded grouts for stone with honed or polished finish; sand can scratch the stone when grout is spread and wiped. Standard Cement Grout: ANSI A118.6, packaged. Grout Type: [Sanded] [Unsanded]. Polymer-Modified Tile Grout: ANSI A118.7, packaged. Retain "Manufacturers" Subparagraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6749&mf=04&src=wd" Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835451&mf=04&src=wd" Bostik, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835452&mf=04&src=wd" C-Cure.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835453&mf=04&src=wd" Custom Building Products.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835454&mf=04&src=wd" DAP Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835455&mf=04&src=wd" Jamo Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835456&mf=04&src=wd" Laticrete International, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835457&mf=04&src=wd" MAPEI Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835458&mf=04&src=wd" Mer-Krete Systems; ParexLahabra, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=&mf=04&src=wd" Prospec; Bonsal American; a division of Oldcastle Architectural Products Group.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835460&mf=04&src=wd" Southern Grouts & Mortars, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835461&mf=04&src=wd" Summitville Tiles, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835462&mf=04&src=wd" TEC, Specialty Construction Brands, Inc.; an H. B. Fuller company. . Retain one of two "Polymer Type" subparagraphs below or delete both and allow Contractor to choose polymer type. Polymer Type: [Acrylic resin] [or] [ethylene vinyl acetate], in dry, redispersible form, packaged with other dry ingredients. Polymer Type: [Acrylic resin] [or] [styrene-butadiene rubber] in liquid-latex form for addition to packaged dry-grout mix. Grout Type: [Sanded] [Unsanded]. Water-cleanable epoxy grout is more resistant to staining than portland cement-based grouts. Water-cleanable epoxy grout is also the preferred grout for certain stone types that are prone to warping due to water absorption from setting materials and grouts (water-cleanable epoxy grout contains very little water). See Evaluations. Water-Cleanable Epoxy Grout: ANSI A118.3, packaged, chemical-resistant, water-cleanable, tile-setting and -grouting epoxy. Retain "Manufacturers" Subparagraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6750&mf=04&src=wd" Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835463&mf=04&src=wd" Boiardi Products; a QEP company.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835464&mf=04&src=wd" Bostik, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835465&mf=04&src=wd" C-Cure.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835466&mf=04&src=wd" Custom Building Products.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835467&mf=04&src=wd" Jamo Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835468&mf=04&src=wd" Laticrete International, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835469&mf=04&src=wd" MAPEI Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835470&mf=04&src=wd" Mer-Krete Systems; ParexLahabra, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835471&mf=04&src=wd" Prospec; Bonsal American; a division of Oldcastle Architectural Products Group.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835473&mf=04&src=wd" Summitville Tiles, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835472&mf=04&src=wd" TEC, Specialty Construction Brands, Inc.; an H. B. Fuller company. . POINTING MORTAR MATERIALS Use pointing mortar instead of grout for joints 3/16 inch (5 mm) and wider. Retain "Portland Cement" Paragraph below for portland cement-lime mixes or for mortar mixed at Project site. Portland Cement: ASTM C 150, Type I or Type II. Provide natural color or white cement as required to produce mortar color indicated. Retain "Low-Alkali Cement" Subparagraph below if recommended by stone source to limit staining. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C 114. Hydrated Lime: ASTM C 207, Type S. Retain "Mortar Pigments" Paragraph below for colored portland cement-lime mix or for pigments added to mortar mixed at Project site. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979. Pigments shall have a record of satisfactory performance in mortar. Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6751&mf=04&src=wd" Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835474&mf=04&src=wd" Davis Colors; True Tone Mortar Colors.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835475&mf=04&src=wd" Lanxess Corporation; Bayferrox Iron Oxide Pigments.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835476&mf=04&src=wd" Solomon Colors; SGS Mortar Colors. . Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime. Colored portland cement-lime mix allows better color control than does job-mixed, portland cement-lime mortar with pigment added. Colored Portland Cement-Lime Mix: Packaged blend of portland cement, hydrated lime, and mortar pigments. Use a mix of formulation required to produce color indicated or, if not indicated, as selected from manufacturer's standard formulations. Pigments shall not exceed 10 percent of portland cement by weight. Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6752&mf=04&src=wd" Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835477&mf=04&src=wd" Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835478&mf=04&src=wd" Lafarge North America Inc.; Eaglebond.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835479&mf=04&src=wd" Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement. . Aggregate: ASTM C 144, except with 100 percent passing No. 16 (1.18-mm) sieve. White Aggregates: Natural white sand or ground white stone. Colored Aggregates: Natural-colored sand or ground marble, granite, or other durable stone; of color necessary to produce required mortar color. Water: Potable. SEALANTS Joint Sealants: Manufacturer's standard sealants of characteristics indicated below that comply with applicable requirements in Section 079200 "Joint Sealants" and will not stain the stone they are applied to. Coordinate joint sealant types retained in "Mildew-Resistant Joint Sealant" and "Joint Sealant" subparagraphs below with applicable subparagraph titles used in Part 2 articles in Section 079200 "Joint Sealants" in which various sealant types are specified. Acid-curing silicone sealants may etch polished marble. Before retaining products, verify that they will not stain stone. Mildew-Resistant Joint Sealant: [Mildew resistant, single component, nonsag, neutral curing, silicone] [Single component, nonsag, mildew resistant, acid curing, silicone] . Joint Sealant: [Latex] [Acrylic based] [Butyl rubber based] [Single component, nonsag, neutral curing, silicone; Class 25] . Retain "VOC Content" Subparagraph below if required for LEED-NC, LEED-CI, or LEED-CS Credit IEQ 4.1. VOC content limit is that for architectural sealants. VOC Content: [250]  g/L or less. Retain first subparagraph below if required for LEED for Schools Credit IEQ 4. Sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." Revise subparagraph below if color matching is not possible with sealant products selected, which may be the case with mildew-resistant sealants from some manufacturers. Colors: Provide colors of exposed sealants to match other joints in stone adjoining sealed joints unless otherwise indicated. STONE ANCHORS AND ATTACHMENTS No ASTM standard exists for wire used as a tie or anchor, but building codes do define wire gage or diameter and noncorrosive requirements. See details in MIA's "Dimension Stone - Design Manual VII." Retain third option in "Wire Tiebacks" Paragraph below if staining might be a problem. Wire Tiebacks: [No. 9 AWG copper or copper-alloy] [or] [0.120-inch- (3.0-mm-) diameter, stainless-steel] wire. STONE ACCESSORIES Temporary Setting Shims: Rigid plastic shims, nonstaining to stone, sized to suit joint thickness. Cleaner: Stone cleaner specifically formulated for stone types, finishes, and applications indicated, as recommended by stone producer. Do not use cleaning compounds containing acids, caustics, harsh fillers, or abrasives. Before retaining "Stone Sealer" Paragraph below, verify that it is required and recommended for stone type used. Stone Sealer: Colorless, stain-resistant sealer that does not affect color or physical properties of stone surfaces, as recommended by stone producer for application indicated. Retain "Manufacturers" Subparagraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers.  HYPERLINK "http://www.specagent.com/LookUp/?ulid=6753&mf=04&src=wd" Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835480&mf=04&src=wd" Bostik, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835481&mf=04&src=wd" Custom Building Products.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835482&mf=04&src=wd" Hillyard, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835483&mf=04&src=wd" HMK Stone Care; ACI International.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835484&mf=04&src=wd" Miracle Sealants Company.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835485&mf=04&src=wd" Stone Care International.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456835486&mf=04&src=wd" Summitville Tiles, Inc. . STONE FABRICATION, GENERAL Select stone for intended use to prevent fabricated units from containing cracks, seams, and starts that could impair structural integrity or function. Retain subparagraph below if stone varieties used require repairs. Repairs that are characteristic of the varieties specified are acceptable provided they do not impair structural integrity or function and are not aesthetically unpleasing, as judged by Architect. Fabricate stone base in sizes and shapes required to comply with requirements indicated. Retain applicable references in three subparagraphs below. No specific reference for slate or sandstone currently exists, but related information is included in MIA's "Dimension Stone - Design Manual VII." Data are also available from product sources and fabricators. For granite, comply with recommendations in NBGQA's "Specifications for Architectural Granite." For marble, comply with recommendations in MIA's "Dimension Stone - Design Manual VII." For limestone, comply with recommendations in ILI's "Indiana Limestone Handbook." Cut stone to produce pieces of thickness, size, and shape indicated and to comply with fabrication and construction tolerances recommended by applicable stone association. Where items are installed with adhesive or where stone edges are visible in the finished work, make items uniform in thickness and of identical thickness for each type of item; gage back of stone if necessary. Clean sawed backs of stones to remove rust stains and iron particles. Dress joints straight and at right angle to face unless otherwise indicated. Fabricate molded work to produce stone shapes with a uniform profile throughout entire unit length and with precisely formed arris slightly eased to prevent snipping, and matched at joints between units. Retain subparagraph below for polished or honed granite and marble. Delete if no moldings or if moldings are simple, flat shapes with chamfered or eased edges. Produce moldings with machines having abrasive shaping wheels made to reverse contour of molding shape; do not sculpt moldings. Finish exposed faces and edges of stone to comply with requirements indicated for finish of each stone type required and to match approved Samples and mockups. Carefully inspect finished stone units at fabrication plant for compliance with requirements for appearance, material, and fabrication. Replace defective units. Grade and mark stone for overall uniform appearance when assembled in place. Natural variations in appearance are acceptable if installed stone units match range of colors and other appearance characteristics represented in approved Samples[ and mockups]. STONE BASE Nominal Thickness: [3/4 inch (20 mm)] [7/8 inch (22 mm)] [1-1/4 inches (32 mm)] unless otherwise indicated. Top-Edge Detail: [Straight, slightly eased at corner] [3/8-inch (10-mm) bevel] [3/4-inch (20-mm) radius] [3/8-inch (10-mm) radius] [As indicated]. Ends: [Butt ends into casings] [Butt ends into opening frames] [Return ends to depth of adjacent finish with edge detail same as top edge] unless otherwise indicated. Joints: [1/16-inch- (1.5-mm-) wide grouted joints] [1/8-inch- (3-mm-) wide grouted joints] [1/8-inch- (3-mm-) wide, sealant-filled joints] [Bonded joints, 1/32 inch (0.8 mm) or less in width]. Usually delete subparagraph below and show locations of joints on Drawings. Locate joints at midpoints between adjacent paneling joints unless otherwise indicated. MIXES Spotting Plaster: Stiff mix of molding plaster and water. Mortar, General: Comply with referenced standards and with manufacturers' written instructions for mix proportions, mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures needed to produce mortar of uniform quality and with optimum performance characteristics. Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated. Do not use calcium chloride. Combine and thoroughly mix cementitious materials, water, and aggregates in a mechanical batch mixer unless otherwise indicated. Discard mortar when it has reached initial set. Setting Mortar: Comply with ASTM C 270, Proportion Specification. Retain one of two options in "Type" Subparagraph below or retain "Mix Proportions" Subparagraph below. Setting mortar does not need to be very strong because it primarily acts as a shim, holding the stone out from the wall. Mortar with a low portland cement content will shrink less as it sets. Type: [N] [O]. Mix Proportions: 1 part portland cement and 2-1/2 to 4 parts lime with aggregate ratio of 2-1/4 to 3 times the volume of cement and lime. Pointing Mortar: Comply with ASTM C 270, Proportion Specification, for mortar types indicated. Provide pointing mortar mixed to match Architect's sample and complying with the following: Retain "Pigmented Pointing Mortar," "Packaged Portland Cement-Lime Mix Mortar," or "Colored-Aggregate Pointing Mortar" Subparagraph below. Ratio in first applies only to pigment types included in "Pointing Mortar Materials" Article. Other pigments, if inserted, may require different limitations. Pigmented Pointing Mortar: Select and proportion pigments with other ingredients to produce color required. Do not exceed pigment-to-cement ratio of 1:10, by weight. Packaged Portland Cement-Lime Mix Mortar: Use portland cement-lime mix of selected color. Colored-Aggregate Pointing Mortar: Produce color required by combining colored aggregates with portland cement of selected color. Retain one of two options in "Type" Subparagraph below or retain "Mix Proportions" Subparagraph below. Pointing mortar does not need to be very strong unless it is subject to vandalism or is supporting the weight of stone panels above. Mortar with a low portland cement content will shrink less as it sets, minimizing cracking. Type: [N] [O]. Mix Proportions: 1 part portland cement and 2-1/2 to 4 parts lime with aggregate ratio of 2-1/4 to 3 times the volume of cement and lime. Grout: Comply with mixing requirements of referenced ANSI standards and with manufacturer's written instructions. EXECUTION EXAMINATION Examine surfaces to receive stone base and conditions under which stone base will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of stone base. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of stone base. Proceed with installation only after unsatisfactory conditions have been corrected. SETTING STONE, GENERAL Retain or revise paragraphs in this article if applicable to Project; delete if not. Before setting stone, clean surfaces that are dirty or stained by removing soil, stains, and foreign materials. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives. Do necessary field cutting as stone is set. Use power saws with diamond blades to cut stone. Cut lines straight and true, with edges eased slightly to prevent snipping. Set stone to comply with requirements indicated. Install anchors, supports, fasteners, and other attachments indicated or necessary to secure stone in place. Shim and adjust anchors, supports, and accessories to set stone accurately in locations indicated, with edges and faces aligned according to established relationships and indicated tolerances. Erect stone units level, plumb, and true with uniform joint widths. Use temporary shims to maintain joint width. Provide expansion, control, and pressure-relieving joints of widths and at locations indicated. Retain first subparagraph below if sealing joints is not specified in this Section. Sealing of expansion and other joints is specified in Section 079200 "Joint Sealants." Keep expansion joints free of plaster, mortar, grout, and other rigid materials. CONSTRUCTION TOLERANCES Tolerances in "Variation from Level," "Variation in Joint Width," and "Variation in Plane between Adjacent Stone Units (Lipping)" paragraphs below are more stringent than those published by the Brick Industry Association for unit masonry and are generally appropriate for smooth-finished stone. Revise tolerances for natural-cleft, thermal, and similar finishes. Variation from Level: For lintels, sills, chair rails, horizontal bands, horizontal grooves, and other conspicuous lines, do not exceed 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), 3/8 inch (10 mm) maximum. Variation in Joint Width: Do not vary from average joint width more than plus or minus 1/16 inch (1.5 mm) or one-fourth of nominal joint width, whichever is less. Revise or delete "Variation in Plane between Adjacent Stone Units (Lipping)" Paragraph below for natural-cleft, thermal, and similar finishes. Variation in Plane between Adjacent Stone Units (Lipping): Do not exceed 1/32-inch (0.8-mm) difference between planes of adjacent units. INSTALLATION OF STONE BASE Retain one of first two "Stone Base" paragraphs below. Retain first for base applied over interior stone facing. Retain second for base set adjacent to or slightly overlapping rather than applied over stone facing. Stone Base: At locations with stone paneling, set units by adhering to stone paneling with water-cleanable epoxy adhesive. Hold adhesive back from exposed edges of joints to allow for grouting. Stone Base: At locations with stone paneling, set units firmly against setting spots. Locate setting spots at anchors and spaced not more than 18 inches (450 mm) apart unless otherwise indicated. Provide no fewer than two anchors per piece for stone base up to 48 inches (1200 mm) in length, plus one additional anchor for each additional 24 inches (600 mm) of length. Retain one of two "Stone Base" paragraphs below for stone base and trim on gypsum board partitions and column covers. For best work, retain first paragraph and use plywood strips, slightly narrower than stone units, in place of gypsum board. Stone Base: At locations without stone paneling, adhere units to plywood backing with full spread of water-cleanable epoxy adhesive. Hold adhesive back from exposed edges of joints to allow for grouting. Retain "Stone Base" Paragraph below for cost saving and for fire-rated partitions; reinforce gypsum board behind base and trim with metal bridging or fire-retardant wood blocking. Stone Base: At locations without stone paneling, adhere units to gypsum board with full spread of [organic] [water-cleanable epoxy] adhesive. Hold adhesive back from exposed edges of joints to allow for grouting. Retain first paragraph below if stone base is assembled with bonded joints at Project site. Assemble indicated multiple-piece stone base by bonding joints with stone adhesive as units are set. Mask areas adjacent to joints to prevent adhesive smears. Clamp units in place to ensure that surfaces are properly aligned and joints are minimum width. Delete first paragraph below if all joints are filled with sealant. [Grout] [Point] joints after setting stone. Fill[ indicated] joints with sealant after setting [and grouting] [and pointing] stone. GROUTING JOINTS Grout stone to comply with ANSI A108.10. Retain two subparagraphs below if retaining both sanded and unsanded grouts in "Grout" Article. Do not use sanded grout for joints with polished stone, especially softer stones such as marble; sand can scratch the stone when grout is spread and wiped. Use sanded grout mixture for joints wider than 1/8 inch (3 mm). Use unsanded grout mixture for joints 1/8 inch (3 mm) and narrower. Remove temporary shims before grouting. Tool joints uniformly and smoothly with plastic tool. POINTING JOINTS WITH MORTAR Prepare stone-joint surfaces for pointing with mortar by removing temporary shims, dust, and mortar particles. Where setting spots occur at joints, rake out excess setting mortar or plaster to a depth of not less than 1/2 inch (13 mm). Point stone joints by placing pointing mortar in layers of not more than 3/8 inch (10 mm). Compact each layer thoroughly and allow it to become thumbprint hard before applying next layer. Apply mortar first to areas where depths are greater than surrounding areas until a uniform depth is formed. Tool joints when pointing mortar is thumbprint hard. Use a round jointer having a diameter 1/8 inch (3 mm) larger than width of joint. JOINT-SEALANT INSTALLATION Prepare joints and apply sealants of type and at locations indicated to comply with applicable requirements in Section 079200 "Joint Sealants." Remove temporary shims before applying sealants. ADJUSTING AND CLEANING In-Progress Cleaning: Clean stone base as work progresses. Remove adhesive, grout, mortar, and sealant smears immediately. Remove and replace stone base of the following description: Broken, chipped, stained, or otherwise damaged stone. Stone may be repaired if methods and results are approved by Architect. Defective stone base. Defective joints, including misaligned joints. Stone base and joints not matching approved Samples and mockups. Stone base not complying with other requirements indicated. Replace in a manner that results in stone base that matches approved Samples and mockups, complies with other requirements, and shows no evidence of replacement. Revise the words "six days" in first paragraph below to minimum needed for curing mortar and sealants as applicable. Clean stone base no fewer than six days after completion of grouting and pointing, using clean water and soft rags or stiff-bristle fiber brushes. Do not use wire brushes, acid-type cleaning agents, cleaning compounds with caustic or harsh fillers, or other materials or methods that could damage stone. Sealer Application: Apply stone sealer to comply with stone producer's and sealer manufacturer's written instructions and recommendations. PROTECTION Protect stone surfaces, edges, and corners from construction damage. Use securely fastened untreated wood, plywood, or heavy cardboard to prevent damage. Before inspection for Substantial Completion, remove protective coverings and clean surfaces. END OF SECTION 097516     91ÊÓÆµ Master Construction Specifications Insert Project Name AE Project Number Stone Base 097516 PAGE \* ArabicDash \* MERGEFORMAT - 1 - Revision Date: 01/29/2018  ¨®±»´ Æ  4 *T©²µ¸»Ã�˜›ž¡©o�:CL_bejmqtx{ˆ'*-07*36@âçãèëïòÿX!a!k!ä'ì'÷'!+1+;+Q+g+·+K0e0Q2Z2c2ž2§2°2‰3’3óïéïãïÞïÚïÞïÞïÞïÞïÞïÞïÞïÖïÐÊïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÞïÐÊïÐÊïÞïÞïÞïÞïÐÊïÐÊïÐ hOø0J/ hOø0J0h›žh3X hOø5� hOø0J. hOø0J-hOøhp uhOøOJQJ^JP= ¼ÄÖt | ™ ¯ > Š œ ó 6 © / § ¯ÿx»ê‚]¶øøöôòðòððîêòððîêîèîäîâîêîè¤ð¤ð))¤xgd3X¶2X¯þ¯ÉúýC\C²É‹VjŸ~öÁ ù -!r!"ýù÷ýõýõù÷óõýõýù÷óõýõýýýõùõ÷õ)¤ð"±"É"E#s$“$H%Ü%Ä&V'g'1(Ó(à(c)l)K*Y*û*,‹,¤-J.B0g0"1N12Â2ýûù÷û÷÷÷÷û÷÷û÷õùûù÷ñù÷ùûù÷ù÷¤ð)Â2Q3­374­456i6ÿ67`7¡7à788™8×8C9j9–9S;Œ;W<=‘=ï= ?A?,@�@ýûýûýû÷ýûý÷ýûûýûõûý÷ýûýûýûû÷¤ð)’3›3O4S4V4\4h4m4p4t4w4{4~4ƒ4†4’4š4ª4]5r5u5‘5”566f67 7 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