SECTION MASONRY ACCESSORIES

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1 PART 1 GENERAL 1.01 SCOPE OF WORK A. Contractor shall furnish all labor, materials, equipment and incidentals required to provide masonry accessories as shown on the Contract Drawings and specified herein. B. The types of masonry accessories required include the following: 1. Continuous horizontal wire reinforcing and ties. 2. Individual metal ties. 3. Anchoring devices. 4. Concrete inserts. 5. Miscellaneous accessories RELATED WORK A. Section 04100, Mortar. B. Section 04201, Unit Masonry Construction. C. Section 04220, Concrete Unit Masonry QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Whenever a fire-resistance classification is shown or scheduled for unit masonry construction (4-hour, 3-hour and similar designations), provide accessories complying with the requirements established by UL and the New York State Uniform Fire Prevention Building Code REFERENCE STANDARDS A. Comply with applicable provisions and recommendations of the following, except where otherwise shown or specified: 1. ASTM A 82, Cold-Drawn steel wire for concrete reinforcement. 2. ASTM A 153, Zinc-Coating (hot dip) on iron and steel hardware. 3. ASTM A 176, Stainless and heat resistant chromium steel plate, sheet, and strip. 4. ASTM A 615, Deformed and plain steel bars for concrete reinforcement. HERITAGE GARDENS STP

2 5. ASTM B 227, Hard-Drawn copper-clad steel wire. 6. ASTM D 1752, Pre-formed sponge rubber and cork expansion joint fillers for concrete paving and structural construction. 7. UL, Design Number U SUBMITTALS A. The Contractor shall provide submittals in accordance with Section B. Manufacturer s Data: Submit for approval to Engineer copies of manufacturer s specifications and installation instructions for each masonry accessory required. Include data substantiating that materials comply with specified requirements PRODUCT DELIVERY, STORAGE AND HANDLING A. Product delivery, storage and handling shall be in accordance with Section B. Delivery of Materials: Delivery of accessories in original packages plainly marked with identification of materials and manufacturer. C. Storage of Materials: Store and cover materials to prevent corrosion and deterioration. PART 2 - PRODUCTS 2.01 MATERIALS A. Continuous wire reinforcing and ties for masonry: Welded wire units prefabricated in straight lengths of not less than 10 feet, with matching corner L and intersection T units. Fabricate from cold drawn steel wire complying with ASTM A 82, with deformed continuous 9 gage side rods and plain 9 gage cross rods, crimped for cavity wall construction, if any, with unit width of 1-1/2 to 2 inches less than total thickness of wall or partition. All reinforcing shall be hot dipped galvanized after fabrication with 1.4 ounces per square foot of zinc coating complying with ASTM A 153, Class B-2 unless otherwise specified. 1. For single wythe masonry, use units fabricated as follows: a. Truss type fabricated with single pair of side rods and continuous diagonal cross-rods spaced not more than 16 inches on centers. b. Product and Manufacturer. Provide one of the following: i. Regular truss TY-WAL by Jim Taylor, Incorporated. ii. Blok-truss AA600 by AA Wire Products Company. HERITAGE GARDENS STP

3 2. For multi-wythe masonry (cavity), use units fabricated as follows: a. Tab type fabricated with single pair of side rods in interior wythe and adjustable two piece rectangular box type crossties spaced not more than 16 inches on center. Space side rods for embedment in each face of back up wythe and extend ties for proper embedment in facing wythe. b. Product and Manufacturer: Provide one of the following: i. Adjustable truss tab TY with lock-bar by JimTaylor, Incorporated. ii. Blok-Trus AA680 by AA Wire Products Company. B. Individual Wire Ties for Masonry: Fabricate from 3/16 inch colddrawn steel wire complying with ASTM A 82, with 1.5 ounces per square foot of hot-dip coating complying with ASTM A 153, Class B-2 of the length required for proper embedment in wythes of masonry shown or crimped is used in cavity wall construction. 1. For use with hollow masonry units laid with cells vertical, provide rectangular shaped ties. 2. For use with solid masonry units or hollow units laid with cells horizontal, provide ties with ends bent to 90 degree angles to form hooks not less than 2 inches long. 3. Product and Manufacturer: Provide one of the following: a. Rectangular cavity TY by Jim Taylor Incorporated. b. AA304 by AA Wire Products Company. c. Or equal. 4. Where facing and back-up joints do not align, use adjustable two piece ties with compression/tension bar. a. Product and Manufacturer: Provide one of the following: i. Adjustable anchors no. 820 and no. 825 by Jim Taylor. ii. Type A special adjustable ties AA301 by AA Wire Products Company. HERITAGE GARDENS STP

4 C. Anchoring Devices for Masonry: Use straps, bars, bolts, and rods of the type and size shown and as follows: 1. Flexible Anchors: Where masonry is shown or specified to be anchored to structural framework with flexible anchors, use anchors which will permit horizontal and vertical movement of masonry but will provide lateral restraint, and as follows: a. For anchorage to concrete framework, use two piece anchors with 22 gage sheet metal dovetail with 1.5 ounces per square foot of hot dip zinc coating complying with ASTM A 153, Class B-2, or stainless steel, ASTM A 176, and 16 gage rectangular corrugated tie 1-1/2 inches wide sized to extend to within one inch of face of masonry or to a depth of 12 inches. i. Product and Manufacturer. Provide one of the following: No. 600 Dovetail and No. 615 Anchor by Jim Taylor Incorporated. No. AA214 Series by AA Wire Products Company. Or equal. 2. Lateral Supporting Masonry Accessories: Provide 3/8 inch thick by 2 inches wide of length to extend to center of each wythe. Fabricate from steel with 1.5 ounces per square foot of zinc coating complying with ASTM A 153, Class B-2. D. Miscellaneous Masonry Accessories: 1. Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 of the sizes shown. 2. Compressible Filler: a. Use foamed polyurethane strip saturated with polybutylene waterproofing material. When compressed to 50 percent of its original volume, filler shall hold six feet of water hydrostatically, and 10 feet at 60 percent compression. Filler shall maintain its resiliency to allow for installation in temperatures as low at 40 degrees F. Filler shall be waterproofed when compressed to 50 percent of its original volume in temperatures from 40 degrees F to +200 degrees F. Elongation shall be at least 325 percent with a tensile strength of not less than 53 psi. No migration of polybutylene compound in the polyurethane strip will be allowed. b. Product and Manufacturer: Provide one of the following: i. Polytite by Sandell Manufacturing Company. ii. Compriband by Secoa Corporation, Division of Phoenix Building Products, Incorporated. HERITAGE GARDENS STP

5 3. Premolded Control Joint Strips for Concrete Masonry Units. Solid rubber strips with a Shore A durometer hardness of 60 to 80 designed to fit standard sash block and maintain lateral stability in masonry wall, size and configuration shall be as shown. 4. Cavity Fill Mesh: Provide ½ inch mesh hardware cloth, backed with asphalt impregnated cloth below. Install below all block courses that are to be filled with mortar. 5. Neoprene Control Joint Strips for Brick Masonry: Provide bellows type strip made from 1/16 inch cured, calendered neoprene with perforated flanges. a. Product and Manufacturer: Provide one of the following: i. Vertical wall expansion joints by Manville. ii. Vertical expansion joints by E-Z Flash Incorporated. 6. Weep Holes: Provide ¼ inch outside diameter by 4 inches long clear plastic tubes. 7. Cavity Weep: Provide Cavity Weep for CMU Single Wythe Wall as manufactured by Masonry Technology Incorporated. 8. Mortar Belt: Provide Mortar Belt as manufactured by Masonry Technology Incorporated to prevent trash motor from plugging weep holes. PART 3 - EXECUTION 3.01 INSTALLATION A. Refer to Section 04201, Unit Masonry Construction. END OF SECTION HERITAGE GARDENS STP

6 THIS PAGE INTENTIONALLY LEFT BLANK HERITAGE GARDENS STP

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