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Hohmann & Barnard, Inc. Masonry Anchorage, Reinforcement and Accessories
 
         
SECTION 04082
 
         
MASONRY ANCHORAGE, REINFORCEMENT AND ACCESSORIES
 
         
 
         
Copyright 2004 - 2008 ARCAT, Inc. - All rights reserved

          ** NOTE TO SPECIFIER ** Hohmann & Barnard, Inc.; masonry anchors, reinforcement and accessories.
.
This section is based on the products of Hohmann & Barnard, Inc., which is located at:
30 Rasons Ct. P. O. Box 5270
Hauppauge, NY 11788-0270
Toll Free Tel: 800-645-0616
Tel: 631-234-0600
Email: request info
Web: www.h-b.com
[ Click Here ] for additional information.
Hohmann & Barnard, founded in 1933, is known worldwide for quality fabrication and innovative design of anchor and reinforcement systems for masonry. Hohmann & Barnard products are used widely in all 50 states, Asia, the Middle East, North Africa, and South America. The product line includes numerous established anchors and reinforcements including adjustable reinforcement systems, metal stud and brick veneer anchors, rigid and flexible anchors, and seismic anchors. Other products offered include rubber and PVC control joints, expansion sponge, partition top anchors, and Mortar Net. Flashing products of all kinds are available and Hohmann & Barnard has a full line of mechanical and epoxy repair anchors.
 
          PART 1GENERAL
 
          1.1SECTION INCLUDES
          ** NOTE TO SPECIFIER ** Delete items below not required for project.
 
          A.Adjustable joint reinforcement systems for concrete masonry.
 
          B.Masonry veneer reinforcement systems for concrete masonry unit substrate.
 
          C.Masonry veneer reinforcement systems for metal stud and sheathing substrate.
 
          D.Joint reinforcing anchor system for rubble stone.
 
          E.Surface mounted anchor system for rubble stone.
 
          1.2RELATED SECTIONS
          ** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
 
          A.Section 05400 - Cold Formed Metal Framing.
 
          B.Section 04810 - Unit Masonry Assemblies.
 
          C.Section 04850 - Stone Assemblies.
 
          1.3REFERENCES
          ** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.
 
          A.ASCE/ACI 530.1 - Specifications for Masonry Structures.
 
          B.ASTM International (ASTM):
          1.ASTM A 82 - Standard Specification for Cold-Drawn Steel Wire for Concrete Reinforcement.
          2.ASTM A 153 - Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware.
          3.ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.
          4.ASTM A 366 - Standard Specification for Steel Sheet, Carbon, Cold-Rolled, Commercial Quality.
          5.ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process.
          6.ASTM A 569 - Standard Specification for Steel, Carbon (0.15 Maximum Percent), Hot-Rolled Sheet and Strip Commercial Quality.
          7.ASTM A 580 - Standard Specification for Stainless and Heat-Resisting Steel Wire.
          8.ASTM A 641 - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.
          9.ASTM D 412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers--Tension.
          10.ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials.
 
          1.4SUBMITTALS
 
          A.Submit under provisions of Section 01300.
 
          B.Product Data: Manufacturer's data sheets on each product to be used, including:
          1.Preparation instructions and recommendations.
          2.Storage and handling requirements and recommendations.
          3.Installation methods.
 
          C.Shop Drawings:
          1.Plan and elevation location of each reinforcement and anchor system keyed to product data submittals.
          ** NOTE TO SPECIFIER ** Delete if samples not required.
 
          D.Verification Samples: For each product specified, two samples, or minimum size 6 inches (150 mm) square, representing actual product, finish, and identifying project application.
 
          E.USGBC LEED Submittals: Submit manufacturer's documentation for the following.
          1.Credit MR 4, Recycled Content: Submit product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content. Include statement indicating costs for each product having recycled content.
          2.Credit MR 5, Regionally Extracted, Processed and Manufactured Materials: Submit product data indicating location of material manufacturer for regional materials. Include statement indicating cost for each regional material.
 
          1.5QUALITY ASSURANCE
 
          A.Manufacturer Qualifications: Provide design, engineering and technical assistance for the selection, application, and installation of appropriate anchoring and reinforcing systems for the project.
 
          B.Installer Qualifications: Knowledgeable contractor experienced in the proper use and installation of anchoring and reinforcing systems, including coordination with wall assembly components.
          ** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project.
 
          C.Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
          1.Finish areas designated by Architect.
          2.Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
          3.Refinish mock-up area as required to produce acceptable work.
 
          1.6DELIVERY, STORAGE, AND HANDLING
 
          A.Store products in manufacturer's unopened packaging until ready for installation.
 
          1.7PROJECT CONDITIONS
 
          A.Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
 
          PART 2PRODUCTS
 
          2.1MANUFACTURERS
 
          A.Acceptable Manufacturer: Hohmann & Barnard, Inc., which is located at: 30 Rasons Ct. P. O. Box 5270 ; Hauppauge, NY 11788-0270; Toll Free Tel: 800-645-0616; Tel: 631-234-0600; Email: request info; Web: www.h-b.com
          ** NOTE TO SPECIFIER ** Delete one of the two Paragraphs below; coordinate with Division 01 requirements.
 
          B.Requests for substitutions will be considered in accordance with provisions of Section 01600.
 
          C.Substitutions: Not permitted.
          ** NOTE TO SPECIFIER ** Article below specifies reinforcement systems for multi-wythe walls having horizontal mortar joints maximum 2-1/4 inches out of alignment. Refer to next paragraph if adjustable pintle tie is required. Delete if not required.
 
          2.2ADJUSTABLE REINFORCEMENT SYSTEM
 
          A.Truss-Type Horizontal Joint Reinforcement for Concrete Masonry Unit Walls: #180 Dub'l Loop-Lok Truss by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          1.Side Rods: 9 gage (3.8 mm) diameter.
          2.Side Rods: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          3.Cross Rods: 9 gage (3.8 mm).
          4.Cross Rods: 3/16 inch (4.8 mm) diameter.
          5.Side Rod Spacing: 2 inches (51 mm) less than nominal concrete masonry unit width.
          6.Truss Cross Rod Spacing: Truss type full width of side rod spacing, butt-welded to side rods at each contact point at 16 inches (406 mm) on center.
          7.Wire Loops: Double 3/16 inch (4.8 mm) diameter welded wire loops, spaced at 16 inches (406 mm) on center; inside loop dimension to provide 1-1/4 inches (32 mm) vertical adjustment of masonry anchor.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          8.Wire Material: Stainless steel, ASTM A 580, Type 304.
          9.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete one of two types of masonry wall ties below.
          10.Masonry Wall Tie: Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          b.Wire Material: Stainless steel, ASTM A 580, Type 304.
          c.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          d.Length: Required for indicated wall cavity dimension.
          11.Masonry Wall Tie: Bent-Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement, bent to form 1 inch offset, providing additional 1 inch of vertical coursing adjustment.
          b.Projection: Required for indicated wall cavity dimension.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          12.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
 
          B.Truss-Type Seismic Horizontal Joint Reinforcement for Concrete Masonry Unit Walls: #180 S.I.S. Dub'l Loop-Lok Truss with Seismiclip Interlock by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          1.Side Rods: 9 gage (3.8 mm) diameter.
          2.Side Rods: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          3.Cross Rods: 9 gage (3.8 mm).
          4.Cross Rods: 3/16 inch (4.8 mm) diameter.
          5.Side Rod Spacing: 2 inches (51 mm) less than nominal concrete masonry unit width.
          6.Truss Cross Rod Spacing: Truss type full width of side rod spacing, butt-welded to side rods at each contact point at 16 inches (406 mm) on center.
          7.Wire Loops: Double 3/16 inch (4.8 mm) diameter welded wire loops, spaced at 16 inches (406 mm) on center; inside loop dimension to provide 1-1/4 inches (32 mm) vertical adjustment of masonry anchor.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          8.Wire Material: Stainless steel, ASTM A 580, Type 304.
          9.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete one of two types of masonry wall ties below.
          10.Masonry Wall Tie: Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          b.Wire Material: Stainless steel, ASTM A 580, Type 304.
          c.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          d.Length: Required for indicated wall cavity dimension.
          11.Masonry Wall Tie: Bent-Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement, bent to form 1 inch offset, providing additional 1 inch of vertical coursing adjustment.
          b.Projection: Required for indicated wall cavity dimension.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          12.Seismic Reinforcement Retaining Clip: #187 Seismiclip.
          a.Description: Extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          13.Seismic Joint Reinforcement Wire Material:
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          a.Wire Size: 9 gage (3.8 mm).
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          14.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
 
          C.Ladder-Type Horizontal Joint Reinforcement for Concrete Masonry Unit Walls: #280 Dub'l Loop-Lok Ladder by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          1.Side Rods: 9 gage (3.8 mm) diameter.
          2.Side Rods: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          3.Cross Rods: 9 gage (3.8 mm).
          4.Cross Rods: 3/16 inch (4.8 mm) diameter.
          5.Side Rod Spacing: 2 inches (51 mm) less than nominal concrete masonry unit width.
          6.Ladder Cross Rod Spacing: 16 inches (406 mm) on center, butt-welded to side rods at each contact point.
          7.Wire Loops: Double 3/16 inch (4.8 mm) diameter welded wire loops, spaced at 16 inches (406 mm) on center; inside loop dimension to provide 1-1/4 inches (32 mm) vertical adjustment of masonry anchor.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          8.Wire Material: Stainless steel, ASTM A 580, Type 304.
          9.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete one of two types of masonry wall ties below.
          10.Masonry Wall Tie: Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          b.Wire Material: Stainless steel, ASTM A 580, Type 304.
          c.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          d.Length: Required for indicated wall cavity dimension.
          11.Masonry Wall Tie: Bent-Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement, bent to form 1 inch offset, providing additional 1 inch of vertical coursing adjustment.
          b.Projection: Required for indicated wall cavity dimension.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          12.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
 
          D.Ladder-Type Seismic Horizontal Joint Reinforcement for Concrete Masonry Unit Walls: #280 S.I.S. Dub'l Loop-Lok Ladder with Seismiclip Interlock by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          1.Side Rods: 9 gage (3.8 mm) diameter.
          2.Side Rods: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          3.Cross Rods: 9 gage (3.8 mm).
          4.Cross Rods: 3/16 inch (4.8 mm) diameter.
          5.Side Rod Spacing: 2 inches (51 mm) less than nominal concrete masonry unit width.
          6.Ladder Cross Rod Spacing: 16 inches (406 mm) on center, butt-welded to side rods at each contact point.
          7.Wire Loops: Double 3/16 inch (4.8 mm) diameter welded wire loops, spaced at 16 inches (406 mm) on center; inside loop dimension to provide 1-1/4 inches (32 mm) vertical adjustment of masonry anchor.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          8.Wire Material: Stainless steel, ASTM A 580, Type 304.
          9.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete one of two types of masonry wall ties below.
          10.Masonry Wall Tie: Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          b.Wire Material: Stainless steel, ASTM A 580, Type 304.
          c.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          d.Length: Required for indicated wall cavity dimension.
          11.Masonry Wall Tie: Bent-Box Byna-tie.
          a.Description: Rectangular-Shape Brick Anchor: 3/16 inch (4.8 mm) diameter wire, fitting into wire loops of horizontal joint reinforcement, bent to form 1 inch offset, providing additional 1 inch of vertical coursing adjustment.
          b.Projection: Required for indicated wall cavity dimension.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          12.Seismic Reinforcement Retaining Clip: #187 Seismiclip.
          a.Description: Extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          13.Seismic Joint Reinforcement Wire Material:
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          a.Wire Size: 9 gage (3.8 mm).
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          14.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Article below specifies reinforcement systems for multi-wythe walls having horizontal mortar joints maximum 2-1/4 inches out of alignment. Delete if not required.
 
          2.3ADJUSTABLE REINFORCEMENT SYSTEM WITH ADJUSTABLE PINTLE TIE
          ** NOTE TO SPECIFIER ** Delete types not required.
 
          A.Truss-Type Horizontal Joint Reinforcement with Adjustable Pintle Tie for Concrete Masonry Unit Walls: #170 Truss Adjustable Eye-Wire System by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          1.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          2.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          3.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          4.Eyes and Pintles: 0.187 inch (4.8 mm) diameter wire.
          5.Eyelet Loop Crimped Projection: Factory adjusted to fit cavity insulation thickness requirements. Pintle shall be designed to mechanically secure insulation in place.
          6.Cross Rod Spacing: Truss type cross rods butt-welded to side rods at each contact point 16 inches (406 mm) on center and projecting eyelet loop flush-welded at four points.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          7.Wire Material: Stainless steel, ASTM A 580, Type 304.
          8.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          9.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete types not required.
 
          B.Truss-Type Seismic Horizontal Joint Reinforcement with Adjustable Pintle Tie for Concrete Masonry Unit Walls: #170 S.I.S. Truss with Seismiclip Interlock System by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          1.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          2.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          3.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          4.Eyes and Pintles: 0.187 inch (4.8 mm) diameter wire.
          5.Eyelet Loop Crimped Projection: Factory adjusted to fit cavity insulation thickness requirements. Pintle shall be designed to mechanically secure insulation in place.
          6.Cross Rod Spacing: Truss type cross rods butt-welded to side rods at each contact point 16 inches (406 mm) on center and projecting eyelet loop flush-welded at four points.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          7.Wire Material: Stainless steel, ASTM A 580, Type 304.
          8.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          9.Seismic Reinforcement Retaining Clip: #187 Seismiclip.
          a.Description: Extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          10.Seismic Joint Reinforcement Wire Material:
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          a.Wire Size: 9 gage (3.8 mm).
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          11.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete types not required.
 
          C.Ladder-Type Horizontal Joint Reinforcement with Adjustable Pintle Tie for Concrete Masonry Unit Walls: #270 Ladder Adjustable Eye-Wire System by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          1.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          2.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          3.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          4.Eyes and Pintles: 0.187 inch (4.8 mm) diameter wire.
          5.Eyelet Loop Crimped Projection: Factory adjusted to fit cavity insulation thickness requirements. Pintle shall be designed to mechanically secure insulation in place.
          6.Cross Rod Spacing: Ladder type cross rod spacing 16 inches (406 mm) on center, butt-welded to side rods at each contact point and projecting eyelet loop flush-welded at three points.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          7.Wire Material: Stainless steel, ASTM A 580, Type 304.
          8.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          9.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Delete types not required.
 
          D.Ladder-Type Seismic Horizontal Joint Reinforcement with Adjustable Pintle Tie for Concrete Masonry Unit Walls: #270 S.I.S. Ladder with Seismiclip Interlock System by Hohmann & Barnard, Inc.
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          1.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          2.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          3.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          4.Eyes and Pintles: 0.187 inch (4.8 mm) diameter wire.
          5.Eyelet Loop Crimped Projection: Factory adjusted to fit cavity insulation thickness requirements. Pintle shall be designed to mechanically secure insulation in place.
          6.Cross Rod Spacing: Ladder type cross rod spacing 16 inches (406 mm) on center, butt-welded to side rods at each contact point and projecting eyelet loop flush-welded at three points.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          7.Wire Material: Stainless steel, ASTM A 580, Type 304.
          8.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          9.Seismic Reinforcement Retaining Clip: #187 Seismiclip.
          a.Description: Extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
          ** NOTE TO SPECIFIER ** Delete below if seismic reinforcement option not required.
          10.Seismic Joint Reinforcement Wire Material:
          ** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
          a.Wire Size: 9 gage (3.8 mm).
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid cavity insulation.
          11.Rigid Insulation Retainer: Loop-Lok Washer; multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
          ** NOTE TO SPECIFIER ** Article below specifies anchoring system for concrete masonry unit substrate, with or without cavity insulation. Delete if not required.
 
          2.4MASONRY VENEER REINFORCEMENT SYSTEM - CONCRETE MASONRY UNIT SUBSTRATE
 
          A.Truss-Type Masonry Veneer Reinforcement System with Concrete Masonry Unit Substrate: LOX-ALL #150 Truss Box-Mesh by Hohmann & Barnard, Inc.
          1.Description: Truss-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center), 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          a.Wire Material: Stainless steel, ASTM A 580, Type 304.
          b.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          c.Wire Material: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.1 oz/sf).
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          d.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          e.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          f.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
 
          B.Truss-Type Adjustable Masonry Veneer Reinforcement System with Concrete Masonry Unit Substrate: LOX-ALL #165 Adjustable Reinforcement Truss Box-Mesh by Hohmann & Barnard, Inc.
          1.Description: Truss-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center), 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          a.Wire Material: Stainless steel, ASTM A 580, Type 304.
          b.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          c.Wire Material: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.1 oz/sf).
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          d.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          e.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          f.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          g.Masonry Pintle: Rectangular pintle with 0.187 inch (4.8 mm) diameter wire.
          h.Reinforcement Retaining Clip: #187 Seismiclip; extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
 
          C.Ladder-Type Masonry Veneer Reinforcement System with Concrete Masonry Unit Substrate: LOX-ALL #250 Ladder Box-Mesh by Hohmann & Barnard, Inc.
          1.Description: Ladder-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center), 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          a.Wire Material: Stainless steel, ASTM A 580, Type 304.
          b.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          c.Wire Material: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.1 oz/sf).
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          d.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          e.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          f.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
 
          D.Ladder-Type Adjustable Masonry Veneer Reinforcement System with Concrete Masonry Unit Substrate: LOX-ALL #265 Adjustable Reinforcement Ladder Box-Mesh. by Hohmann & Barnard, Inc.
          1.Description: Ladder-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center), 10 feet (3048 mm) minimum continuous piece length.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          a.Wire Material: Stainless steel, ASTM A 580, Type 304.
          b.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          c.Wire Material: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.1 oz/sf).
          ** NOTE TO SPECIFIER ** Delete reinforcing type not required.
          d.Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
          e.Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
          f.Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
          g.Masonry Pintle: Rectangular pintle with 0.187 inch (4.8 mm) diameter wire.
          h.Reinforcement Retaining Clip: #187 Seismiclip; extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter masonry wire tie, grooved base for improved mortar bond.
          ** NOTE TO SPECIFIER ** Paragraphs below specify anchoring system for metal stud and sheathing substrate, with or without cavity insulation. Seismic option included. Delete if not required.
 
          2.5MASONRY VENEER REINFORCEMENT SYSTEM - METAL STUD AND SHEATHING SUBSTRATE
 
          A.Masonry Veneer and Metal Stud Anchoring System: X-SEAL Anchoring System by Hohmann & Barnard, Inc.
          1.Description: Formed metal veneer anchor having double-pointed legs to penetrate rigid insulation and sheathing for direct contact with steel stud framing, with overlapping back plate to inhibit air and moisture infiltration and with formed vertical slot for adjustable masonry wire ties, screw hole at top and at bottom of anchor for screw attachment to framing. Anchor capable of withstanding a 100 lb (45 kg) load in both tension and compression without deforming in excess of 0.05 inch (1.3 mm).
          ** NOTE TO SPECIFIER ** Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements. Delete material below not required for project.
          a.Metal: Stainless steel sheet, ASTM A 167, Type 304, finish 2B.
          b.Metal: Cold-rolled steel sheet, ASTM A 366, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          c.Metal Thickness: 14 gage (1.9 mm).
          ** NOTE TO SPECIFIER ** Delete sizes not required or rely on drawings for information.
          2.Stud Anchoring System Leg Lengths: Sizes for indicated sheathing and insulation thicknesses.
          3.Stud Anchoring System Leg Lengths: 1/2 inch (13 mm).
          4.Stud Anchoring System Leg Lengths: 5/8 inch (16 mm).
          5.Stud Anchoring System Leg Lengths: 3/4 inch (19 mm).
          6.Stud Anchoring System Leg Lengths: 1 inch (25 mm).
          7.Stud Anchoring System Leg Lengths: 1-1/2 inches (38 mm).
          8.Stud Anchoring System Leg Lengths: 2 inches (51 mm).
          9.Stud Anchoring System Leg Lengths: 2-1/2 inches (64 mm).
          10.Stud Anchoring System Leg Lengths: 3 inches (76 mm).
          11.Stud Anchoring System Leg Lengths: 3-1/2 inches (89 mm).
          12.Stud Anchoring System Leg Lengths: 4 inches (102 mm).
          ** NOTE TO SPECIFIER ** Delete one of three Masonry wall tie paragraphs below.
          13.Masonry Wall Tie: Vee Byna-tie.
          a.Description: Trapezoid-shape brick tie, fitting into vertical slot of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: Required for indicated wall cavity dimension.
          f.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          g.Seismic Joint Reinforcement Wire Size: 9 gage (3.8 mm).
          h.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          i.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          j.Seismic Joint Reinforcement Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2
          ** NOTE TO SPECIFIER ** Wall tie engages veneer reinforcement for continuous joint reinforcement. Meets seismic requirements, refer to manufacturer's literature.
          14.Masonry Wall Tie: Byna-Lok wire tie.
          ** NOTE TO SPECIFIER ** Delete product not required.
          a.Description: Rectangular-shape brick tie, fitting into vertical slot of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements. Delete wire material below not required for project.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: Required for indicated wall cavity dimension.
          f.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          g.Seismic Joint Reinforcement Wire Size: 9 gage (3.8 mm).
          h.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          i.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          j.Seismic Joint Reinforcement Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2
          15.Masonry Wall Tie: 2 Seal Byna-Lok wire tie.
          ** NOTE TO SPECIFIER ** Delete product not required.
          a.Description: Swaged brick tie, fitting into eyelet of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Length: Required for indicated wall cavity dimension.
          e.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          f.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          g.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          16.Sealing Tape: X-SEAL Tape, ASTM D 3575; 1/16 inch (1.5 mm) thick polyethylene rolls with clear adhesive backing, 3 inches (76 mm) wide.
          ** NOTE TO SPECIFIER ** Delete one of two fastener types below.
          17.Fasteners:
          a.Self-drilling self-tapping screws; hex washer head size #10, lengths required for indicated insulation and sheathing thicknesses. Hex washer head size #12 for 3 inches (76 mm) and longer fasteners.
          b.Metal: Zinc-coated steel.
          c.Metal: Polymer-coated steel.
          d.Metal: Stainless steel, Type 410.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          e.Provide neoprene sealing washers.
          18.Fasteners:
          a.Self-drilling self-tapping screws; hex washer head, size #12, lengths required for indicated insulation and sheathing thicknesses.
          b.Metal: Stainless steel shank, carbon steel point.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          c.Provide neoprene sealing washers.
          ** NOTE TO SPECIFIER ** Paragraphs below specify anchoring system for metal stud and sheathing substrate, with or without cavity insulation. Seismic option included. Delete if not required.
 
          B.Masonry Veneer and Metal Stud Anchoring System: 2-Seal Tie Anchoring System by Hohmann & Barnard, Inc.
          1.Description: A single screw veneer tie for metal stud construction. A dual-diameter barrel with an integrated #12 self-drilling screw and factory-installed EPDM washers. Seals both the face of the insulation and the air/vapor barrier. The projecting eyelet accepts a 2-Seal Byna-Lok Wire Tie for the masonry veneer wall mortar joint.
          a.Metal: Stainless steel sheet, ASTM A 167, Type 304, finish 2B.
          b.Metal Thickness: 14 gage (1.9 mm).
          ** NOTE TO SPECIFIER ** Delete sizes not required or rely on drawings for information.
          2.Stud Anchoring System Leg Lengths: Sizes for indicated sheathing and insulation thicknesses.
          3.Stud Anchoring System Leg Lengths: 1/2 inch (13 mm).
          4.Stud Anchoring System Leg Lengths: 5/8 inch (16 mm).
          5.Stud Anchoring System Leg Lengths: 3/4 inch (19 mm).
          6.Stud Anchoring System Leg Lengths: 1 inch (25 mm).
          7.Stud Anchoring System Leg Lengths: 1-1/2 inches (38 mm).
          8.Stud Anchoring System Leg Lengths: 2 inches (51 mm).
          9.Stud Anchoring System Leg Lengths: 2-1/2 inches (64 mm).
          10.Stud Anchoring System Leg Lengths: 3 inches (76 mm).
          11.Stud Anchoring System Leg Lengths: 3-1/2 inches (89 mm).
          ** NOTE TO SPECIFIER ** Delete one of three Masonry wall tie paragraphs below.
          12.Masonry Wall Tie: Vee Byna-tie.
          a.Description: Trapezoid-shape brick tie, fitting into vertical slot of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: Required for indicated wall cavity dimension.
          f.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          g.Seismic Joint Reinforcement Wire Size: 9 gage (3.8 mm).
          h.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          i.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          j.Seismic Joint Reinforcement Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2
          ** NOTE TO SPECIFIER ** Wall tie engages veneer reinforcement for continuous joint reinforcement. Meets seismic requirements, refer to manufacturer's literature.
          13.Masonry Wall Tie: Byna-Lok wire tie.
          ** NOTE TO SPECIFIER ** Delete product not required.
          a.Description: Rectangular-shape brick tie, fitting into vertical slot of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements. Delete wire material below not required for project.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          e.Length: Required for indicated wall cavity dimension.
          f.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          g.Seismic Joint Reinforcement Wire Size: 9 gage (3.8 mm).
          h.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          i.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          j.Seismic Joint Reinforcement Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2
          14.Masonry Wall Tie: 2 Seal Byna-Lok wire tie.
          ** NOTE TO SPECIFIER ** Delete product not required.
          a.Description: Swaged brick tie, fitting into eyelet of veneer anchor.
          b.Wire Size: 3/16 inch (4.8 mm) diameter.
          c.Wire Material: Stainless steel, ASTM A 580, Type 304.
          d.Length: Required for indicated wall cavity dimension.
          e.Reinforcement Retaining Clip: #187 Seismiclip, extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire and three retaining ridges to secure alternate 3/16 inch (4.8 mm) diameter continuous wire and 3/16 inch (4.8 mm) diameter Vee Byna-Tie, grooved base for improved mortar bond.
          f.Seismic Joint Reinforcement Wire Size: 3/16 inch (4.8 mm) diameter.
          g.Seismic Joint Reinforcement Wire Material: Stainless steel, ASTM A 580, Type 304.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          15.Sealing Tape: X-SEAL Tape, ASTM D 3575; 1/16 inch (1.5 mm) thick polyethylene rolls with clear adhesive backing, 3 inches (76 mm) wide.
          ** NOTE TO SPECIFIER ** Delete one of two fastener types below.
          16.Fasteners:
          a.Self-drilling self-tapping screws; hex washer head size #10, lengths required for indicated insulation and sheathing thicknesses. Hex washer head size #12 for 3 inches (76 mm) and longer fasteners.
          b.Metal: Zinc-coated steel.
          c.Metal: Polymer-coated steel.
          d.Metal: Stainless steel, Type 410.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          e.Provide neoprene sealing washers.
          17.Fasteners:
          a.Self-drilling self-tapping screws; hex washer head, size #12, lengths required for indicated insulation and sheathing thicknesses.
          b.Metal: Stainless steel shank, carbon steel point.
          ** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
          c.Provide neoprene sealing washers.
 
          2.6JOINT REINFORCING ANCHOR SYSTEM FOR RUBBLE STONE
          ** NOTE TO SPECIFIER ** Delete anchor systems not required
 
          A.Stone Veneer/Joint Reinforcing Anchor System for Rubble Stone: "Tie-2R" Anchor System by Hohmann & Barnard, Inc.
          1.Description: Ladder type masonry reinforcing with projecting horizontal rod for bed and head joint anchors.
          2.Side Rod: 9 gage (3.8 mm) deformed side rods.
          3.Cross Rod: 3/16 inch (4.8 mm) diameter cross rods 16 inches (406 mm) o.c. with 1/4 inch (6 mm) diameter outer rod.
          4.Helical Hooks: 3/16 inch (4.8 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material not required for project.
          5.Wire Material: Stainless steel, ASTM A 580, Type 304.
          6.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          7.Coordination: Refer to Drawings for masonry back-up wall depth and cavity/stone depth for sizing.
 
          B.Stone Veneer/Joint Reinforcing Anchor System for Rubble Stone: "Tie-HVR-190V" Anchor System by Hohmann & Barnard, Inc.
          1.Description: Truss type composite masonry reinforcing with projecting horizontal rod for bed and head joint anchors, designed for filled cavity conditions.
          2.Vee Ties: 3/16 inch (4.8 mm) diameter.
          3.Vertical Hooks: 1/4 inch (6 mm) diameter. Vertical hooks 16 inches (406 mm) o.c.
          ** NOTE TO SPECIFIER ** Delete side rod wire size not required for project.
          4.Side Rod: 9 gage (3.8 mm) diameter deformed side rods.
          5.Side Rod: 3/16 inch (4.8 mm) diameter deformed side rods.
          ** NOTE TO SPECIFIER ** Delete cross rod wire size not required for project.
          6.Cross Rod: 9 gage (3.8 mm) diameter cross rods.
          7.Cross Rod: 3/16 inch (4.8 mm) diameter cross rods.
          ** NOTE TO SPECIFIER ** Delete vertical hook diameter not required.
          8.Vertical J-hooks: 5/16 inch (8 mm) diameter.
          9.Vertical J-hooks: 3/8 inch (9.5 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material not required for project.
          10.Wire Material: Stainless steel, ASTM A 580, Type 304.
          11.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          12.Coordination: Refer to Drawings for masonry back-up wall depth and cavity/stone depth for sizing.
 
          C.Stone Veneer/Joint Reinforcing Anchor System for Rubble Stone: "Tie-HVR-195V" Anchor System by Hohmann & Barnard, Inc.
          1.Description: Truss type cavity masonry reinforcing with projecting rectangular loop for vertical J-hook, designed for insulated/cavity wall conditions. Rectangular loop of 3/16 inch (4.8 mm) diameter wire with welded restraint bar.
          2.Wire Tie: 3/16 inch (4.8 mm) diameter with 12 ga. flexible head. Flexible head to have hole sized to accept vertical J-hook.
          ** NOTE TO SPECIFIER ** Delete side rod wire size not required for project.
          3.Side Rod: 9 gage (3.8 mm) diameter deformed side rods.
          4.Side Rod: 3/16 inch (4.8 mm) diameter deformed side rods.
          ** NOTE TO SPECIFIER ** Delete cross rod wire size not required for project.
          5.Cross Rod: 9 gage (3.8 mm) diameter cross rods.
          6.Cross Rod: 3/16 inch (4.8 mm) diameter cross rods.
          ** NOTE TO SPECIFIER ** Delete vertical hook diameter not required.
          7.Vertical J-hooks: 5/16 inch (8 mm) diameter.
          8.Vertical J-hooks: 3/8 inch (9.5 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material not required for project.
          9.Wire Material: Stainless steel, ASTM A 580, Type 304.
          10.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          11.Coordination: Refer to Drawings for masonry back-up wall depth and cavity/stone depth for sizing.
 
          D.Stone Veneer/Joint Reinforcing Anchor System for Rubble Stone: "Tie-HVR 295V" Anchor System by Hohmann & Barnard, Inc.
          1.Description: Ladder type cavity masonry reinforcing with projecting rectangular loop for vertical J-hook, designed for insulated/cavity wall conditions. Rectangular loop of 3/16 inch (4.8 mm) diameter wire with welded restraint bar.
          2.Wire Tie: 3/16 inch (4.8 mm) diameter with 12 ga. flexible head. Flexible head to have hole sized to accept vertical J-hook.
          ** NOTE TO SPECIFIER ** Delete side rod wire size not required for project.
          3.Side Rod: 9 gage (3.8 mm) diameter deformed side rods.
          4.Side Rod: 3/16 inch (4.8 mm) diameter deformed side rods.
          ** NOTE TO SPECIFIER ** Delete cross rod wire size not required for project.
          5.Cross Rod: 9 gage (3.8 mm) diameter cross rods.
          6.Cross Rod: 3/16 inch (4.8 mm) diameter cross rods.
          ** NOTE TO SPECIFIER ** Delete vertical hook diameter not required
          7.Vertical J-Hooks: 5/16 inch (8 mm) diameter.
          8.Vertical J-Hooks: 3/8 inch (9.5 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete wire material not required for project.
          9.Wire Material: Stainless steel, ASTM A 580, Type 304.
          10.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          11.Coordination: Refer to Drawings for masonry back-up wall depth and cavity/stone depth for sizing.
 
          2.7SURFACE MOUNTED ANCHORING SYSTEM FOR RUBBLE STONE
 
          A.Surface Mounted Anchoring System for Rubble Stone: "Tie-HVR-195VB" Anchor System by Hohmann & Barnard, Inc.
          1.Description: Clip style anchor system with flexible Vee Tie for bed joint anchors for insulated/ cavity wall. 12 ga. by 2-5/8 inches wide "L" shaped back plate with holes on vertical leg for attachment of plate to substrate. Slot on horizontal leg to accept vertical J-hook.
          2.Vee Wire Tie: 3/16 inch (4.8 mm) diameter with 12 ga. flexible head. Flexible head to have hole sized to accept vertical J-hook.
          ** NOTE TO SPECIFIER ** Delete vertical hook diameter not required
          3.Vertical J-Hooks: 5/16 inch (8 mm) diameter.
          4.Vertical J-Hooks: 3/8 inch (9.5 mm) diameter.
          ** NOTE TO SPECIFIER ** Delete material not required.
          5.Wire Material: Stainless steel, ASTM A 580, Type 304.
          ** NOTE TO SPECIFIER ** Delete if not required.
          a.Back Plate and Flexible Head: Stainless steel, ASTM A 167, Type 304.
          6.Wire Material: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          ** NOTE TO SPECIFIER ** Delete if not required.
          a.Back Plate and Flexible Head: Carbon Steel, ASTM A 366, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
          7.Coordination: Refer to Drawings for masonry back-up wall depth and cavity/stone depth for sizing.
 
          PART 3EXECUTION
 
          3.1EXAMINATION
 
          A.Examine project conditions before beginning installation of masonry reinforcement systems components
 
          B.Do not proceed with installation of vinyl products until unacceptable conditions have been corrected.
 
          3.2INSTALLATION
 
          A.Concrete unit masonry installation is specified in Section 04810.
 
          B.Brick masonry installation is specified in Section 04810.
 
          C.Install masonry reinforcement system components in accordance with manufacturer's printed installation instructions.
 
          D.Adjustable Reinforcement System:
          1.Install horizontal joint reinforcement for concrete unit masonry walls at 16 inches (406 mm) o.c. vertically, and at masonry course above headers of openings, extending reinforcement minimum 8 inches past opening at each jamb.
          ** NOTE TO SPECIFIER ** Delete paragraph below if no rigid board insulation.
          2.Secure rigid insulation in place with rigid insulation retainer at each masonry wall tie connector location on horizontal joint reinforcement.
          3.Install masonry wall tie at each masonry wall tie connector location on horizontal joint reinforcement; install ties as exterior wythe of masonry construction progresses.
          4.Set reinforcement retaining clip in full mortar bed at each masonry wall tie location; secure tie wires in correct size ridges.
          5.Secure continuous masonry joint reinforcement wire in correct size ridge in reinforcement retaining clip.
 
          E.Masonry Veneer Reinforcement System:
          ** NOTE TO SPECIFIER ** Delete paragraph below if sealing tape not specified in Part 2 above.
          1.Install sealing tape at stud locations to receive veneer anchors; install tape vertically, continuous full stud length.
          2.Install veneer anchors at stud locations; 16 inches (406 mm) o.c. vertically, 16 inches (406 mm) o.c. horizontally.
          3.Screw-attach veneer anchor to stud face; ensure full contact of veneer anchor legs with stud face.
          4.Install masonry wall tie at each veneer anchor location; install ties as exterior wythe of masonry construction progresses.
          5.Set reinforcement retaining clip in full mortar bed at each masonry wall tie location; secure tie wires in correct size ridges.
          6.Secure continuous masonry joint reinforcement wire in correct size ridge in reinforcement retaining clip.
 
          F.Adjustable Anchoring System for Rubble Stone:
          ** NOTE TO SPECIFIER ** Delete paragraph below if ladder or truss joint reinforcement anchor not specified for rubble stone anchoring system.
          1.Install horizontal joint reinforcement anchor for concrete unit masonry walls at 16 inches (406 mm) o.c. vertically, and at masonry course above headers of openings, extending reinforcement minimum 8 inches past opening at each jamb.
          ** NOTE TO SPECIFIER ** Delete paragraph below if surface anchor not specified for rubble stone anchoring system.
          2.Fasten veneer anchor to substrate face 16 inches (406 mm) o.c. vertically and horizontally; ensure full contact of veneer anchor with substrate surface.
          3.Install J-hooks 16 inches (406 mm) o.c. horizontally engaging anchors.
          4.Install masonry wall tie at J-hooks; install ties as exterior wythe of rubble stone construction progresses.
          5.Set masonry wall tie full mortar bed.
 
         
END OF SECTION