MasterFormat: 95
SpecWizard: customize this spec    Download this Concrete Masonry Units Specification for   WORD | WP | RTF | TEXT
Find over 500 more construction specifications | Arcat.com
         
Basalite Concrete Products, LLC<BR>Corporate Offices Concrete Masonry Units
 
         
SECTION 04220
 
         
CONCRETE MASONRY UNITS
 
         
Copyright 2007 - 2008 ARCAT, Inc. - All rights reserved

          ** NOTE TO SPECIFIER ** Basalite Concrete Products LLC; concrete masonry units, CMU.

This Section is based on the products of Basalite Concrete Products LLC, which is located at:
605 Industrial Way Dixon, CA 95620-9779
Tel: 707-678-1901
Fax: 707-678-6268
Web Site: Click Here
E-mail: Click Here to send an e-mail to Basalite Concrete Products LLC.

[ Click Here ] for additional information.

Basalite, acquired by Pacific Coast Building Products in 1979, has become one of the largest suppliers of concrete masonry products in the Western United States. Product lines include structural block, interlocking paving stones, wall systems, retaining walls, ornamental and garden products, and a full range of sack goods.

Basalite has Concrete Products manufacturing facilities in six Western United States including, California, Colorado, Idaho, Nevada, Oregon and Washington. In addition, there are three manufacturing locations in British Columbia, Canada.

Basalite presents a complete offering of custom colors, shapes, and sizes in most product lines and often works with architects to create effects that showcase the building's design. The full line and custom options are available to builders and developers.

The Basalite Masonry Designer is an interactive tool, designed for architects, builders and contractors interested in exploring Basalite's wide range of block products, styles and colors. This tool allows you to freely mix hundreds of materials and dozens of mortar colors.

Interlocking Paving Stones: Basalite also manufactures a full line of interlocking paving stones. The appeal of interlocking paving stones has many homeowners, developers, and municipalities turning to pavers for their durability and appeal. To meet the demand, in 1997, the company opened one of the country's largest and most advanced manufacturing facilities in Tracy, California. The plant's sophisticated paver and block machine insures the truest measurements and color consistency.
 
          PART 1GENERAL
 
          1.1SECTION INCLUDES
          ** NOTE TO SPECIFIER ** Delete items below not required by the text of the edited Section.
 
          A.Standard concrete masonry units.
 
          B.Scored concrete masonry units.
 
          C.Combed concrete masonry units.
 
          D.Ground face concrete masonry units.
 
          E.Split face concrete masonry units.
 
          F.Scored split face concrete masonry units.
 
          G.Fluted split face concrete masonry units.
 
          H.Slump block concrete masonry units.
 
          I.Preglazed concrete masonry units.
 
          J.Patterned concrete masonry units.
 
          K.Shotblast masonry units.
 
          L.Faceted concrete masonry units.
 
          M.Sound absorbing structural masonry units.
 
          N.Sound reducing concrete masonry units.
 
          O.Dual cavity concrete masonry units.
 
          P.Masonry screen units.
 
          Q.SpecBrik masonry units.
 
          R.Masonry cell insulation.
 
          S.Water repellent block and mortar.
 
          T.Pre-blended mortar for masonry.
 
          U.Masonry accessories.
 
          1.2RELATED SECTIONS
          ** NOTE TO SPECIFIER ** Delete Sections below not relevant to this project; add others as required.
 
          A.Section 03480 - Precast Concrete Specialties, concrete lintels.
 
          B.Section 04060 - Masonry Mortar.
 
          C.Section 04070 - Masonry Grout.
 
          D.Section 04080 - Masonry Anchorage and Reinforcement.
 
          E.Section 04210 - Clay Masonry Units.
 
          F.Section 04270 - Glass Masonry Units.
 
          G.Section 04810 - Unit Masonry Assemblies.
 
          H.Section 04820 - Reinforced Unit Masonry Assemblies.
 
          I.Section 04830 - Non-Reinforced Unit Masonry Assemblies.
 
          J.Section 05120 - Structural Steel, steel lintels.
 
          K.Section 05500 - Metal Fabrications.
 
          L.Section 07600 - Flashing and Sheet Metal.
 
          M.Section 07900 - Joint Sealers.
 
          1.3REFERENCES
          ** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited Section.
 
          A.American Concrete Institute (ACI):
          1.ACI 530.1 - Specification for Masonry Structures.
 
          B.ASTM International (ASTM):
          1.ASTM C 33 - Standard Specification for Concrete Aggregates.
          2.ASTM C 55 - Standard Specification for Concrete Building Brick.
          3.ASTM C90-06A - Standard Specification for Load-Bearing Concrete Masonry Units.
          4.ASTM C 129 - Standard Specification for Non-Load-Bearing Concrete Masonry Units.
          5.ASTM C140 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units.
          6.ASTM C144 - Standard Specification for Aggregate for Masonry Mortar.
          7.ASTM C150 - Standard Specification for Portland Cement.
          8.ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes.
          9.ASTM C236 - Standard Test Method for Steady-State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box.
          10.ASTM C 270 - Standard Specification for Mortar for Unit Masonry.
          11.ASTM C 331 - Standard Specification for Lightweight Aggregates for Concrete Masonry Units.
          12.ASTM C 404 - Standard Specification for Aggregates for Masonry Grout.
          13.ASTM C 423 - Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method.
          14.ASTM C 476 - Standard Specification for Grout for Masonry.
          15.ASTM C 578 - Standard Specification for Rigid Cellular Polystyrene Thermal Insulation.
          16.ASTM C744 - Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units.
          17.ASTM C 979 - Standard Specification for Pigments for Integrally Colored Concrete.
          18.ASTM E 72 - Standard Methods for Conducting Strength Tests of Panels for Building Construction.
          19.ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
          20.ASTM E 96 - Standard Test Method for Water Vapor Transmission of Materials.
          21.ASTM E 119 - Standard Test Method for Fire Tests of Building Construction and Materials.
          22.ASTM E 514-74 - Standard Test Method for Water Penetration and Leakage Through Masonry, extended to 72 hours.
 
          C.International Masonry Industry All-Weather Council (IMIAC):
          1.IMIAC - International Masonry Industry All-Weather Council (IMIAC): Recommended Practices and Guide Specifications for Cold Weather Masonry Construction.
          2.IMIAC - International Masonry Industry All-Weather Council (IMIAC): Recommended Practices and Guide Specifications for Hot Weather Masonry Construction.
 
          D.Uniform Building Code Standards (UBC):
          1.UBC 21-3 - Concrete Building Brick.
          2.UBC 21-4 - Hollow and Solid Load-Bearing Concrete Masonry Units.
          3.UBC 21-5 - Non - Load-Bearing Concrete Masonry Units.
 
          E.National Concrete Masonry Association (NCMA):
          1.NCMA TEK Bulletin #8-2A - Removal of Stains from Concrete Masonry.
          2.NCMA TEK Bulletin #8-3A - Control and Removal of Efflorescence.
          3.NCMA TEK Bulletin #10-1 - Design of Concrete Masonry for Crack Control.
          4.NCMA TEK Bulletin #19-2 - Details for Building Dry Concrete Masonry Walls.
          5.NCMA TEK Bulletin #19-4 - Flashing - Concrete Masonry.
 
          1.4SUBMITTALS
 
          A.Submit under provisions of Section 01300.
 
          B.Product Data: Manufacturer's product data for each type of masonry unit, accessory and other manufactured products.
 
          C.Compliance: Certifications that each type of product and material complies with specified requirements.
 
          D.Color Selection: For initial selection submit:
          1.Unit masonry samples showing full extent of colors and textures available for each type of exposed unit masonry required.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if colored mortar is not required.
          2.Colored mortar samples showing full extent of colors available.
 
          E.Samples: For verification purposes submit:
          1.Samples for each type of exposed masonry unit specified, including full range of color and texture to be expected in completed work.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if colored mortar is not required.
          2.Colored masonry mortar samples for each color required. Show full range of color which can be expected in finished work; label samples to indicate type and amount of colorant used.
 
          F.Submit warranties in accordance with Section 01700.
          ** NOTE TO SPECIFIER ** Edit the following Article as required for the Project.
 
          1.5QUALITY ASSURANCE
          ** NOTE TO SPECIFIER ** Delete the following paragraph if fire rated concrete masonry construction is not required.
 
          A.Fire Performance Characteristics: Where indicated, provide materials and construction that are identical to those of assemblies, equivalent thicknesses, and whose fire endurance has been determined in compliance with ASTM E 119 by means acceptable to authorities having jurisdiction.
 
          B.Mock-Ups:
          1.Before installation of masonry work, erect mock-ups:
          a.To further verify selections made for color and texture characteristics under sample submittals of masonry units and mortar.
          b.To represent completed masonry work for qualities of appearance, materials, construction and workmanship.
          2.Erect mock-ups approximately 6 feet (1829 mm) long by 4 feet (1219 mm) high by full thickness, for the following types of masonry, including face and back-up wythes as well as accessories:
          a.Each type of exposed unit masonry work.
          b.Typical exterior wall.
          c.Typical interior wall.
 
          1.6DELIVERY, STORAGE, AND HANDLING
 
          A.Deliver masonry materials to Project in undamaged condition.
 
          B.Store and handle materials to prevent their deterioration or damage due to moisture, freezing, contaminants, corrosion or other causes.
 
          C.Store cementitious materials off the ground, under cover, and in a dry location.
 
          D.Store and protect aggregates where grading and other required characteristics can be maintained.
 
          E.Store masonry accessories, including metal items, to prevent deterioration by corrosion and accumulation of dirt.
 
          1.7PROJECT CONDITIONS
 
          A.Maintain environmental conditions and protect work during and after installation to comply with referenced standards and manufacturer's printed recommendations.
          1.Cold Weather Requirements: In accordance with "Recommended Practices and Guide Specifications for Cold Weather Masonry Construction" by IMIAC.
          2.Hot Weather Requirements: "Recommended Practices and Guide Specifications for Hot Weather Masonry Construction" by IMIAC.
 
          PART 2PRODUCTS
 
          2.1MANUFACTURERS
 
          A.Acceptable Manufacturer: Basalite Concrete Products, LLC; Corporate Offices, which is located at: 605 Industrial Way ; Dixon, CA 95620-9779; Tel: 707-678-1901; Email: request info; Web: www.basalite.com
          ** NOTE TO SPECIFIER ** Select manufacturer based on project location. Verify texture, shapes, and color offerings from each plant location.
          1.Basalite Concrete Products, LLC 605 Industrial Way, Dixon, CA 95620 Tel: 707-678-1901.
          2.Blocklite/Basalite, 1201 Golden State Blvd. Selma, CA 93662 Tel: 559-896-1649.
          3.Basalite Boise, 1300 East Franklin Road, Meridian, ID 83642 Tel: 208-888-4050.
          4.Basalite Carson City, 2600 Boeing Way, Carson City, NV 89706 Tel: 775-882-9336.
          5.Basalite Denver, 4900 Race Street, Denver, CO 80216 Tel: 303-292-2345.
          6.Basalite Dupont, 3299 International Place, Dupont, WA 98327 Tel: 253-964-5000.
          7.Basalite Surrey, 13066 88th Avenue, Surrey, BC V3W3K3 Canada Tel: 604-596-3844.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 Section on product options and substitutions.
 
          B.Substitutions: Not permitted.
 
          C.Requests for substitutions will be considered in accordance with provisions of Section 01600.
 
          D.Obtain products from a single manufacturer.
 
          2.2MASONRY UNITS
          ** NOTE TO SPECIFIER ** Delete types of concrete masonry units not required for the Project.
 
          A.Standard Concrete Masonry Units:
          1.Product: Basalite Precision Concrete Masonry Units.
          2.Applicable Standards: ASTM C 90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          3.Face: Smooth uniform texture.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          4.Size: ________.
          5.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Color: ___________________.
          7.Color: As selected by Architect from manufacturer's full line.
          8.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          B.Scored Concrete Masonry Units:
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          1.Product: Basalite Scored Units 16 Inch.
          2.Product: Basalite Scored Units 24 Inch.
          3.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          4.Face: Smooth uniform texture with vertical scores.
          ** NOTE TO SPECIFIER ** Delete all but one of the following five paragraphs, or delete all and indicate on Drawings.
          a.Square Score: 3/8 inch by 1/4 inch square score.
          b.Square Score: 3/8 inch by 3/8 inch square score.
          c.V-Score: 3/8 inch by 3/8 inch v-score.
          d.V-Score: 7/16 inch by 7/16 inch V-score.
          e.Concave Score: 3/8 inch diameter concave score.
          5.Score Pattern: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Size: ________.
          7.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          8.Color: ___________________.
          9.Color: As selected by Architect from manufacturer's full line.
          10.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          C.Combed Concrete Masonry Units:
          1.Product: Basalite Combed Block.
          2.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          3.Face: Combed block with vertically rough furrowed face.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          4.Size: ________.
          5.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Color: ___________________.
          7.Color: As selected by Architect from manufacturer's full line.
          8.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          D.Ground Face Concrete Masonry Units:
          1.Product: Basalite Ground Face Concrete Masonry Units.
          2.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          3.Face: Ground textured appearance.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          4.Size: ________.
          5.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Color: ___________________.
          7.Color: As selected by Architect from manufacturer's full line.
          8.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          E.Split Face Concrete Masonry Units:
          ** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.
          1.Product: Blocklite Sequoia Stone.
          2.Product: Basalite Splitface Units.
          3.Product: Basalite Splitface Veneer.
          4.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          5.Face: Unevenly textured appearance.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Size: ________.
          7.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          8.Color: ___________________.
          9.Color: As selected by Architect from manufacturer's full line.
          10.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          F.Scored Split Face Concrete Masonry Units:
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          1.Product: Basalite Splitface 1 inch (25 mm) Score.
          2.Product: Basalite Splitface 2 Inch Score.
          3.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs, or delete both and indicate on the Drawings.
          4.Face: Scored, unevenly textured appearance with 1 inch (25 mm) wide scores and 1 inch (25 mm) projections in split face.
          5.Face: Scored, unevenly textured appearance with 2 inch wide scores and 1-1/2 inch projections in split face.
          6.Face: Scored, unevenly textured appearance, as indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          7.Size: ________.
          8.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          9.Color: ___________________.
          10.Color: As selected by Architect from manufacturer's full line.
          11.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          G.Fluted Split Face Concrete Masonry Units:
          ** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.
          1.Product: Blocklite CastleWall Fluted Split Units.
          2.Product: Basalite Splitface 4 Flute.
          3.Product: Basalite Splitface 6 Taper Score.
          4.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          5.Face: Fluted, unevenly textured appearance.
          ** NOTE TO SPECIFIER ** Delete all but one of the following for CastleWall Fluted Split Units, or delete all and indicate on Drawings.
          6.Face Profile: 5/8 inch (16 mm) by 1 inch (25 mm) tapered flutes with 1-1/8 (29 mm)inch projection and 1 inch (25 mm) flute face.
          7.Face Profile: 5/8 inch (16 mm) by 1 inch (25 mm) tapered flutes with 1-1/8 (29 mm)inch projection and 3 inch (76 mm) flute face.
          8.Face Profile: 2 inch (51 mm) by 2 inch (51 mm)tapered flutes with 2 inch (51 mm) projection and 2 inch (51 mm) flute face.
          ** NOTE TO SPECIFIER ** Retain one of the following for Splitface 4 Flute units, or delete both and indicate on Drawings.
          9.Face Profile: 1 inch (25 mm) concave radius with 1 inch (25 mm) projection and 2 inch (51 mm) flute face.
          10.Face Profile: 1-1/4 (32 mm) inch concave radius with 1 inch (25 mm) projection and 1-1/2 inch (38 mm) flute face.
          ** NOTE TO SPECIFIER ** Retain the following for Splitface 6 Taper Score units, or delete and indicate on Drawings.
          11.Face Profile: 3/8 inch (9 mm) by 3/4 inch (19 mm) tapered flutes with 5/8 inch (16 mm) projection at 2-1/4 inches (57 mm)on center.
          12.Face Profile: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          13.Size: ________.
          14.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          15.Color: ___________________.
          16.Color: As selected by Architect from manufacturer's full line.
          17.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          H.Slump Block Concrete Masonry Units:
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          1.Product: Blocklite Hacienda Block.
          2.Product: Basalite Slump Units.
          3.Applicable Standards:
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs, or retain both if solid and hollow units are specified for the project.
          a.ASTM C90-06A and UBC standard 24-4, Hollow Load Bearing Concrete Masonry Units.
          b.ASTM C 145 and UBC Standard 24-5, Solid Load Bearing Concrete Masonry Units.
          4.Face: Slump block.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          5.Size: ________.
          6.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          7.Color: ___________________.
          8.Color: As selected by Architect from manufacturer's full line.
          9.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          I.Preglazed Concrete Masonry Units:
          1.Product: Astra-Glaze SW+ as manufactured by Trenwyth Industries.
          2.Applicable Standards: ASTM C90-06A, Lightweight and Medium Weight Classifications.
          3.Face: Glazed surface of the concrete masonry unit shall have a smooth satin-gloss finish, externally heat-polymerized cast-on facing conforming to ASTM C744.
          4.Integral Water Repellent Admixture: All units shall contain integral water repellent CMU admixture at the time of manufacture.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          5.Size: ________.
          6.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          7.Color: ___________________.
          8.Color: As selected by Architect from manufacturer's full line.
          9.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          J.Patterned Concrete Masonry Units:
          1.Product: Basalite Pattern Units.
          2.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          ** NOTE TO SPECIFIER ** Delete all but one face description below.
          3.Face: High Rib.
          4.Face: Offset.
          5.Face: Notch.
          6.Face: Hilite.
          7.Face: Double Hilite.
          8.Face: Shadowall.
          9.Face: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          10.Size: ________.
          11.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          12.Color: ___________________.
          13.Color: As selected by Architect from manufacturer's full line.
          14.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          K.Shotblast Masonry Units:
          1.Product: Basalite Shotblast Masonry Units.
          2.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, or Normal Weight Classification.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          3.Face Profile: Standard.
          4.Face Profile: Scored.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          5.Size: ________.
          6.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          7.Color: ___________________.
          8.Color: As selected by Architect from manufacturer's full line.
          9.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          L.Faceted Concrete Masonry Units:
          1.Product: Blocklite K-Dron Faceted Concrete Masonry Units.
          2.Applicable Standards: ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          3.Face: One face of faceted units shall have two square K-Dron elements. Each K-Dron element shall consist of five exposed facets. Facets shall not be parallel to the plane of the wall. Conventional shadow block type concrete masonry units which have facets projecting from a surface that is parallel to plane of wall are not acceptable.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          4.Size: ________.
          5.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          6.Color: ___________________.
          7.Color: As selected by Architect from manufacturer's full line.
          8.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          M.Sound Absorbing Structural Masonry Units:
          1.Product: Proudfoot Soundblox.
          2.Applicable Standards:
          ** NOTE TO SPECIFIER ** Delete Standards not relevant to this Project; add others as required.
          a.ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          b.ASTM C 129.
          c.ASTM E 119: 3 hours for load-bearing walls.
          d.ASTM C 423.
          e.Seismic: City of Los Angeles Department of Building and Safety Research Report No. RR23609.
          3.Acoustical Performance:
          a.NRC: .85.
          b.STC : 56.
          ** NOTE TO SPECIFIER ** Delete all but one block type. If multiple types are used, indicated location of each type on the Drawings.
          4.Block Type A-1: Narrow slots, unfilled cavities; 2 exposed slots/2 cavities.
          5.Block Type RSR: Split rib units; wide slots flare inward; fibrous filler and metal septa in cavities; 2 exposed slots/2 cavities.
          6.Block Type Q: Flared slots; metal septa in unfilled cavities; 2 exposed slots/2 cavities.
          7.Block Type RSC: Flared slots; multiple sequential cavities; fibrous filler and metal septa in cavities; 2 exposed slots/3 or 4 cavities.
          8.Block Type RSC/RF with Straight Through Cavities: Flared slots; multiple sequential cavities; fibrous filler and metal septa in cavities; 2 exposed slots/5 cavities; accommodates vertical reinforcing, conduit, pipe or thermal insulation.
          ** NOTE TO SPECIFIER ** Delete all but one finish.
          9.Finish: Ground face.
          10.Finish: Burnished.
          11.Finish: Decro-Face.
          12.Finish: Glaze.
          ** NOTE TO SPECIFIER ** Split Rib is only available in Type RSR, 8 inch.
          13.Finish: Split-Rib.
          14.Finish: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Retain the following paragraph for Soundblox Types Q, RSC, RF and RSR.
          15.Filler: Incombustible fibrous material, cut to fill into block cavities. Fillers shall have metal septa laminated to one side. Septa shall face away from slots when installed.
          ** NOTE TO SPECIFIER ** Retain the following paragraph for Soundblox Types Q, 8 inch units.
          16.Filler: Install metal septa into each cavity at manufacturing facility. Do not include fibrous material.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          17.Size: ________.
          18.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          19.Color: ___________________.
          20.Color: As selected by Architect from manufacturer's full line.
          21.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          N.Sound Reducing Concrete Masonry Units:
          1.Product: Caltrans Soundwall Units.
          2.Applicable Standards:
          ** NOTE TO SPECIFIER ** Delete Standards not relevant to this Project; add others as required.
          a.ASTM C90-06A, Lightweight Classification.
          b.ASTM C 129.
          c.ASTM E 119: 3 hours for load-bearing walls.
          d.ASTM C 423.
          3.Acoustical Performance:
          a.NRC: .85.
          b.STC: 56.
          ** NOTE TO SPECIFIER ** Delete all but one of the following block types.
          4.Block Type: Open End, Standard.
          5.Block Type: Open End, BB.
          6.Block Type: Half Block.
          7.Block Type: Lintel.
          8.Block Type: Sash.
          9.Block Type: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.
          10.Finish: Ground face.
          11.Finish: Split face.
          12.Finish: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          13.Size: ________.
          14.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          15.Color: ___________________.
          16.Color: As selected by Architect from manufacturer's full line.
          17.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          O.Dual Cavity Concrete Masonry Units:
          1.Product: Blocklite Solar Stone, Selma, CA.
          2.Applicable Standards:
          a.ASTM C90-06A, Lightweight, Medium Weight, Normal Weight Classification.
          b.ASHRAE Series - Parallel Isothermal Planes Methodology.
          c.ICBO Evaluation Report: Four hour fire test.
          3.Insulation: Polyurethane foam.
          4.R-Values: ASHRAE Series - Parallel Isothermal Planes Methodology with thermal mass (solid grout) positioned on interior of the envelope and insulation positioned on exterior of the envelope.
          ** NOTE TO SPECIFIER ** Delete R-values not relevant to this Project, or delete all and indicate R-Value on Drawings.
          a.10 inch wall: 8.8.
          b.12 inch wall: 9.2.
          c.14 inch wall: 9.5.
          d.16 inch wall: 9.8.
          e.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete all but one of the following face descriptions.
          5.Face: Precision.
          6.Face: Scored.
          7.Face: Combed.
          8.Face: Split.
          9.Face: Fluted.
          10.Face: Slumped.
          11.Face: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          12.Size: ________.
          13.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          14.Color: ___________________.
          15.Color: As selected by Architect from manufacturer's full line.
          16.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          P.Masonry Screen Units:
          1.Product: Basalite Screen Units.
          2.Applicable Standards: ASTM C90-06A.
          ** NOTE TO SPECIFIER ** Delete three of the following four paragraphs.
          3.Pattern: Constellation.
          4.Pattern: Larkmead.
          5.Pattern: Cloverleaf.
          6.Pattern: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          7.Size: ________.
          8.Size: As indicated on Drawings.
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
          9.Color: ___________________.
          10.Color: As selected by Architect from manufacturer's full line.
          11.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
 
          Q.SpecBrik Masonry Units:
          1.Product: Basalite SpecBrik Masonry Units.
          2.Applicable Standards: ASTM C90-06A, normal weight units.
          3.Size: 8 by 4 by 16 inches.
          ** NOTE TO SPECIFIER ** Delete paragraphs not applicable.
          4.Color A1.
          5.Color A2.
          6.Color A3.
          7.Color A4.
          8.Color A5.
          9.Color A6.
          10.Color: As selected by Architect from manufacturer's full line.
          11.Shapes: Provide special shapes where required for lintels, jambs, corners, sash, control joints, headers, bonding and other special conditions.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if insulated concrete block is not required.
 
          2.3MASONRY CELL INSULATION
 
          A.Manufacturer: CBIS/Korfil.
          ** NOTE TO SPECIFIER ** Delete products not relevant to this Project.
 
          B.Korfil U-Shaped Inserts: Individually molded U-shaped polystyrene inserts designed to fit standard two core masonry units of 6, 8, 10, and 12-inch widths for single wythe and cavity wall construction; density range 0.90 to 1.14 lbs. per cubic foot. Inserted in block prior to delivery to site.
          1.Applicable Standards: ASTM C90-06A, ASTM C 578.
          2.Thermal Resistance (R) at 75 Degrees F: 3.92.
 
          C.Icon Universal Insulation Inserts: Molded polystyrene inserts designed to compress in core of all sizes of masonry units; density range 0.90 to 1.14 lbs. per cubic foot. Inserted in block prior to delivery to site.
          1.Applicable Standards: ASTM C90-06A, ASTM C 578.
          2.Thermal Resistance (R) at 75 Degrees F: 3.8.
 
          D.Korfil Hi-R Wall System: Molded polystyrene inserts assembled in specially formed concrete block prior to delivery to site; density 1.3 lbs. per cubic foot.
          1.Applicable Standards: ASTM C90-06A, ASTM C 578, Type X.
          2.Thermal Resistance (R) at 75 Degrees F: 5.0.
          *** NOTE TO SPECIFIER ** Delete paragraph below if no water repellent block and mortar.
 
          2.4WATER REPELLENT ADMIXTURE
          ** NOTE TO SPECIFIER ** For concrete masonry unit walls to achieve optimal water resistance, it is essential that integral water repellent admixtures be incorporated into both concrete masonry units during the manufacturing process and mortar on site.
 
          A.Product: The Dry-Block II System as manufactured by W. R. Grace & Co. or the Rain Bloc System by ACM Chemistries.
          1.Applicable Standards:
          a.Admixture shall provide wind driven rain resistance as measure by ASTM E 514-74 Class E, extended to 72 hours.
          b.Bond strength as determined by ASTM E 72 shall not be reduced by the use of water repellent admixture.
          2.Performance Requirements:
          a.Admixture provided in both the masonry unit and the mortar shall constitute a complete integral water repellent system for exterior above grade walls.
          b.Admixture shall leave the finished surfaces water repellent and shall not alter the natural texture or color of the masonry units or mortar.
          3.System:
          a.Block Admixture: An integral liquid polymeric admixture mixed with concrete during production of concrete masonry units which cross links and becomes permanently locked into the CMU, bond, beam or CMU lintel to provide resistance to water penetration.
          b.Mortar Admixture: An integral liquid polymeric admixture for use in mortar mix, which cross links and becomes permanently locked into mortar to provide resistance to water penetration.
          c.Certification: Water Relellent Admixture Dry Block II or ACM Rainbloc concrete masonry units shall be manufactured by a Qualified Producer.
          d.Concrete masonry units, precast lintels, CMU lintels, bond beams and special shapes shall meet the requirements of ASTM C90-06A.
          4.No other admixtures shall be used in conjunction with the water-repellent admixture unless approved in writing by the water repellent admixture manufacturer.
 
          2.5PRE-BLENDED MORTAR
 
          A.Manufacturer: Basalite Concrete Products, LLC, www.basalite.com.
          ** NOTE TO SPECIFIER ** Select manufacturer based on project location.
          1.Basalite Concrete Products, LLC 605 Industrial Way, Dixon, CA 95620 Tel: 707-678-1901.
          2.Blocklite/Basalite, 1201 Golden State Blvd. Selma, CA 93662 Tel: 559-896-1649.
          3.Basalite Boise, 1300 East Franklin Road, Meridian, ID 83642 Tel: 208-888-4050.
          4.Basalite Carson City, 2600 Boeing Way, Carson City, NV 89706 Tel: 775-882-9336.
          5.Basalite Denver, 4900 Race Street, Denver, CO 80216 Tel: 303-292-2345.
          6.Basalite Dupont, 3299 International Place, Dupont, WA 98327 Tel: 253-964-5000.
          7.Basalite Surrey, 13066 88th Avenue, Surrey, BC V3W3K3 Canada Tel: 604-596-3844.
 
          B.Proprietary Products and Systems: Basalite Pre-Blended Mortar Mix, including the following:
          ** NOTE TO SPECIFIER ** Manufacturer offers a selection of mortar colors. contact each location for specific color offerings for the location of the project.
          1.Material: Pre-blended factory mix of Portland cement, hydrated lime, and fine sand aggregate mixtures. Color pigment may also apply.
          a.Color: _______.
          b.Color: As selected.
          2.Mortar Type:
          ** NOTE TO SPECIFIER ** Delete types not required.
          a.Property Mixture: Type M.
          b.Property Mixture: Type S.
          c.Property Mixture: Type N.
          3.Material Standard for Aggregate: ASTM C 144.
          4.Material Standard for Portland Cement: ASTM C 150.
          5.Material Standard for Hydrated Lime: ASTM C 207.
          6.Material Standard for Pre-Blended Mortar: ASTM C 270.
          7.Material Standard for Pigments: ASTM C 979.
 
          C.Water: Clean and potable.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no integral water repellent admixture.
 
          D.Integral Water Repellent Admixture: Dry-Block Integral Water Repellent Admixture as manufactured by W. R. Grace & Co. or RainBloc Integral Water Repellent by ACM Chemistries.
 
          2.6JOINT REINFORCEMENT, TIES AND ANCHORS
          ** NOTE TO SPECIFIER ** Delete products and materials not relevant to this Project. Add products and manufacturers as required throughout this Article.
 
          A.Manufacturers:
          ** NOTE TO SPECIFIER ** Delete all but one of the following manufacturer paragraphs.
          1.AA Wire Products Co.
          2.Dur-O-Wal, Inc.
          3.Heckman Building Products, Inc.
          4.Hohmann & Barnard, Inc.
          5.Masonry Reinforcing Corp. of America
          6.National Wire Products Corp.
 
          B.General: Comply with requirements indicated below for basic materials, as well as requirements for each form of joint reinforcement, tie, and anchor for size and other characteristics.
 
          C.Hot-Dip Galvanized Steel Wire: Uncoated wire in accordance with ASTM A 82, with zinc coating applied after prefabrication into units in accordance with ASTM A 123, 1.5 oz. per sq. ft. (0.46 kg/sq m) of wire surface.
 
          D.Joint Reinforcement: Welded-wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet (3 m), with prefabricated corner and tee units.
          1.Width: Approximately 2 inches (51 mm) less than nominal width of walls and partitions, providing mortar cover of not less than 5/8 inch (16 mm) on joint faces exposed to exterior and 1/2 inch (13 mm) elsewhere.
          2.Wire Size, Side Rods: 9 gauge, 0.15 inches (4 mm).
          3.Wire Size, Cross Rods: 9 gauge, 0.15 inches (4 mm).
          4.Wire Size, Two-Piece Adjustable: 9 gauge (6 mm) diameter in exterior walls.
          5.Single-Wythe Configuration: Truss design, continuous diagonal cross rods spaced not more than 16 inches (406 mm) on center.
          6.Multi-Wythe Configuration, Non-Aligned Bed Joints in Cavity or Composite Masonry Walls:
          a.Adjustable wall tie pintle section fitting into eye section of rectangular box-type cross ties spaced not more than 16 inches (406 mm) on center.
          b.Truss type units with side rods spaced for embedment within each face shell of back-up wythe, ties extended to within 1 inch (25 mm) (25 mm) of exterior face of facing wythe.
 
          E.Flexible Anchors, Masonry to Structural Framework: Two-piece anchors permitting vertical or horizontal differential movement between wall and framework parallel to, but resisting tension and compression forces perpendicular to, plane of wall.
          1.Anchorage to Steel Framework: Manufacturer's standard anchors with crimped 1/4 inch (6 mm) diameter wire anchor section for welding to steel 3/16", triangular-shaped wire tie section sized to extend within 1 inch (25 mm) (25 mm) of exterior face of facing wythe.
 
          F.Unit Type Masonry Inserts in Concrete: Cast iron or malleable iron inserts of type and size indicated.
 
          G.Dovetail Slots: Dovetail slots with filler strips, of slot size indicated; 22-gage sheet metal.
 
          H.Anchor Bolts: Steel bolts with hex nuts and flat washers, complying with ASTM A 307, Grade A, hot dip galvanized complying with ASTM A 153, Class C; sizes and configurations indicated.
 
          I.Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 for bars No. 3 to No. 18.
 
          2.7MISCELLANEOUS MASONRY ACCESSORIES
 
          A.Non-Metallic Expansion Joint Strips: Premolded, flexible cellular neoprene rubber filler strips, complying with ASTM D 1056, Grade RE41E1, capable of compression up to 35 percent; width and thickness indicated.
 
          B.Weepholes:
          ** NOTE TO SPECIFIER ** Delete weepholes below not required for this Project, or, retain all and allow Contractor to select.
          1.Round plastic tubing.
          2.Cotton wick or rope.
          3.Pre-manufactured weeps.
          4.Open head joints.
 
          PART 3EXECUTION
          ** NOTE TO SPECIFIER ** IMPORTANT ** This Section does not include general provisions for installing masonry. Either add those provisions to this Section or cross reference another Section that includes those provisions. Installation provisions for specific products are included and should be retained, where applicable, in addition to referenced general installation provisions.
 
          3.1INSTALLATION, GENERAL
 
          A.Installation of concrete masonry units shall be as specified under the following Section and in accordance with ACI/ASCE-530.1:
          ** NOTE TO SPECIFIER ** Delete any Sections below not relevant to this Project; add others as required.
          1.Section 04810 - Unit Masonry Assemblies.
          2.Section 04820 - Reinforced Unit Masonry Assemblies.
          3.Section 04830 - Non-Reinforced Unit Masonry Assemblies.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no Astra-Glaze.
 
          3.2INSTALLATION, ASTRA-GLAZE MASONRY UNITS
 
          A.Installation:
          1.Install in accordance with ASTM C744.
          ** NOTE TO SPECIFIER ** Because Astra-Glaze masonry units are typically installed aligning one side, the second side of double faced units is almost invariably misaligned. Double-faced units are not recommended.
          2.For walls with a glazed finish on both sides, use two single-faced units.
          3.Cavity wall construction is recommended for exterior walls, with proper flashing, venting and weep holes.
          4.Use stack bond construction when stack bond appearance is desired (as opposed to scored units in running bond).
 
          B.Mortar and Grout:
          1.Mortar: All exterior mortar joints must contain a Trenwyth-approved water repellent additive matching Trenwyth's internally installed water repellent.
          2.Epoxy Grout: In areas exposed to moisture, tool mortar joints a minimum of 1/4 inch (6 mm) and tuckpoint with 100 percent solids epoxy, water cleanable grout, ASNI 118.3, that is resistant to shrinking.
          a.Product: Bonsal Polymer Modified Sanded Tile Grout mixed with the Bonsal B-7000 Epoxy. Do not add water to grout.
          3.Do not float grout across glazed surface.
          4.Tuckpoint scored joints on interior and exterior applications.
 
          C.Cleaning: Use Custom Burnished Masonry Cleaner by PROSOCO (dilute 1 part to 3 parts clean water), carefully following manufacturer's instructions.
          1.Do not powerwash.
          2.The following solvents must never be used as they may damage Astra-Glaze-SW+ block facings: paint remover, lacquer thinner, epoxy thinner, methylene chloride, acetone, muriatic acid.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no Satin Stone Masonry Units.
 
          3.3INSTALLATION, PRECISION MASONRY UNITS
 
          A.Mortar: Provide mortar with recommended amount of integral water repellent admixture.
 
          B.Finish Sealer Application: Install in accordance with sealer manufacturer's written instructions. Apply by brush, roller or low pressure spay until surface is completely sealed. Repeat the coverage after curing to produce the surface luster that matches approved mock-up or wall sample.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no Pronto II Fence System.
 
          3.4INSTALLATION, PRONTO II FENCE SYSTEM
 
          A.Bond Pattern: Running bond with fully mortared head and bed joints.
 
          B.Vertical Reinforcing:
          1.Anchor bolts and reinforcing bars shall be installed in accordance with manufacturer's engineering specifications.
          2.Post Tensioning: In accordance with ICBO ES Evaluation Report ER 4845-P.
 
          C.Grouting: Tolerances in accordance with ACI 530.1.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no K-Dron Block.
 
          3.5INSTALLATION, K-DRON BLOCK
 
          A.Bond Pattern: Install in running bond. Invert alternating courses so that projecting facets align with projecting facets and recessed facets align with recessed facets.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no Sequoia Stone.
 
          3.6INSTALLATION, BLOCKLITE SEQUOIA STONE
 
          A.Vertical and horizontal edges of the split face shall be straight and parallel. Mortar joints shall be 3/8 inch thick. Mortar shall match color of the concrete masonry unit. After walls are dry and mortar has cured, wall surfaces shall be cleaned by lightly sandblasted and immediately protected with clear acrylic waterproofing.
          ** NOTE TO SPECIFIER ** Delete the following paragraph if no Hacienda Block.
 
          3.7INSTALLATION, BLOCKLITE HACIENDA BLOCK
 
          A.Finish Coating: Exterior surfaces shall be coated with clear acrylic water proofing or pigmented waterproof coating.
 
          3.8CLEANING
 
          A.Comply with applicable environmental laws and restrictions.
 
          B.Comply with cleaning procedures and recommendations of the manufacturers of both the cleaning solution and the unit masonry.
          1.Utilize the same approved cleaning procedure as used on the mock-up.
 
          C.Remove efflorescence from masonry wall exposed in the finished work in accordance with manufacturer's recommendation and NCMA TEK Bulletin #8-3A.
 
          D.Remove dirt or stains from masonry walls exposed in the finished work in accordance with the manufacturer's recommendations and NCMA TEK Bulletin #8-2A.
          ** NOTE TO SPECIFIER ** Delete the following paragraphs if no Integral Water Repellent Mortar.
 
          E.Masonry with Integral Water Repellent Admixtures:
          1.Promptly remove excess wet mortar containing integral water repellent mortar admixture from the face of the masonry as work progresses.
          2.Do not power wash masonry with water repellent admixtures.
 
          3.9PROTECTION
 
          A.Protection: During installation, cover the top of unfinished masonry work to protect it from the weather and to prevent accumulation of water in the cores of the masonry units.
 
          B.Protect installed work from damage due to subsequent construction activity on the site.
 
         
END OF SECTION