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	SECTION 04082
	MASONRY ANCHORAGE, REINFORCEMENT AND ACCESSORIES
	** 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 Fax: 631-234-0683 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. Ever-evolving innovations to address contemporary construction developments, custom design and fabrication are long-standing hallmarks of Hohmann & Barnard's ingenuity. . SECTION 04082 - MASONRY ANCHORAGE, REINFORCEMENT AND ACCESSORIES, Copyright 2004, ARCAT, Inc.
	PART 1	GENERAL
	1.1	SECTION INCLUDES
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		A.	Adjustable Reinforcement System.
		B.	Masonry Veneer Reinforcement System.
		C.	Stone Veneer Anchor System.
	1.2	RELATED 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.
	1.3	REFERENCES
	** 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 A 82 - Standard Specification for Cold-Drawn Steel Wire for Concrete Reinforcement.
		C.	ASTM A 153 - Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware.
		D.	ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.
		E.	ASTM A 366 - Standard Specification for Steel Sheet, Carbon, Cold-Rolled, Commercial Quality.
		F.	ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process.
		G.	ASTM A 569 - Standard Specification for Steel, Carbon (0.15 Maximum Percent), Hot-Rolled Sheet and Strip Commercial Quality.
		H.	ASTM A 580 - Standard Specification for Stainless and Heat-Resisting Steel Wire.
		I.	ASTM A 641 - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.
		J.	ASTM D 412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers--Tension.
		K.	ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials.
	1.4	SUBMITTALS
		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.
	1.5	QUALITY ASSURANCE
		A.	Manufacturer Qualifications:
			1.	Provide design, engineering and technical assistance for the selection, application, and installation of appropriate anchoring and reinforcing systems for the project.
		B.	Installer Qualifications:
			1.	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.
	1.6	DELIVERY, STORAGE, AND HANDLING
		A.	Store products in manufacturer's unopened packaging until ready for installation.
		B.	Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.
	1.7	PROJECT 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 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable manufacturer: Hohmann & Barnard, 1nc.; 30 Rasons Court, P.O. Box 5270, Hauppauge, N.Y. 11788-0270; Telephone 516-234-0600, FAX 516-234-0683.
	** 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.
	2.2	ADJUSTABLE REINFORCEMENT SYSTEM
	** NOTE TO SPECIFIER ** Delete reinforcement system note required. Distinction is ladder or truss, with added option of Seismiclip.
		A.	Acceptable product: #180 Dub'l Loop-Lok Truss System.
		B.	Acceptable product: #180 S.I.S. Dub'l Loop-Lok Truss System with Seismiclip Interlock.
		C.	Acceptable product: #280 Dub'l Loop-Lok Ladder System.
		D.	Acceptable product: #280 S.I.S. Dub'l Loop-Lok Ladder System with Seismiclip Interlock.
		E.	Components:
	** NOTE TO SPECIFIER ** Delete Truss or Ladder type not required.
			1.	Truss-type horizontal joint reinforcement for concrete masonry unit walls:
				a.	Acceptable product: #180 Dub'l Loop-Lok Truss.
			2.	Ladder-type horizontal joint reinforcement for concrete masonry unit walls:
				a.	Acceptable product: #280 Dub'l Loop-Lok Ladder.
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
				b.	Side rods: 9 gage (3.8 mm) diameter.
				c.	Side rods: 3/16 inch (4.8 mm) diameter.
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
				d.	Cross rods: 9 gage (3.8 mm).
				e.	Cross rods: 3/16 inch (4.8 mm) diameter.
				f.	Side rod spacing: 2 inches (51 mm) less than nominal concrete masonry unit width.
	** NOTE TO SPECIFIER ** First of following two paragraphs specifies truss-type reinforcement; second paragraph specifies ladder-type. Delete one of the two paragraphs below.
				g.	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.
				h.	Ladder cross rod spacing: 16 inches (406 mm) on center, butt-welded to side rods at each contact point.
				i.	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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				j.	Wire: Stainless steel, ASTM A 580, Type 304.
				k.	Wire: 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.
			3.	Masonry wall tie:
				a.	Acceptable product: Box Byna-tie.
				b.	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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				c.	Wire: Stainless steel, ASTM A 580, Type 304.
				d.	Wire: 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.
			4.	Masonry wall tie:
				a.	Acceptable product: Bent-Box Byna-tie.
				b.	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.
				c.	Projection: Required for indicated wall cavity dimension.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				d.	Wire: Stainless steel, ASTM A 580, Type 304.
				e.	Wire: 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.
			5.	Seismic reinforcement retaining clip:
				a.	Acceptable product: #187-A Seismiclip.
				b.	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.
			6.	Seismic joint reinforcement wire:
	** 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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				c.	Wire: Stainless steel, ASTM A 580, Type 304.
				d.	Wire: 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.
			7.	Rigid insulation retainer:
				a.	Acceptable product: Loop-Lok Washer.
				b.	Multi-polymer plastic clip-type retainer for rigid board insulation; attaches to loop wires on horizontal joint reinforcement.
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
		F.	Acceptable product: #170 Truss Adjustable Eye-Wire System.
		G.	Acceptable product: #270 Ladder Adjustable Eye-Wire System.
		H.	Components:
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
			1.	Truss-type horizontal joint reinforcement with adjustable pintle tie:
			2.	Ladder-type horizontal joint reinforcement with adjustable pintle tie:
	** NOTE TO SPECIFIER ** Delete wire size not required.
				a.	Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
				b.	Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
				c.	Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
				d.	Eyes and pintles shall be 0.187 inch (4.8 mm) diameter wire.
				e.	Eyelet loop crimped projection shall be factory adjusted to fit cavity insulation thickness requirements. Pintle shall be designed to mechanically secure insulation in place.
	** NOTE TO SPECIFIER ** First of following two paragraphs specifies truss-type reinforcement; second paragraph specifies ladder-type. Delete one of the two paragraphs below.
				f.	Cross rod spacing: Truss type full width of side rod spacing, butt-welded to side rods at each contact point 16 inches (406 mm) on center and projecting eyelet loop flush-welded at four points.
				g.	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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				h.	Wire: Stainless steel, ASTM A 580, Type 304.
				i.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
	** NOTE TO SPECIFIER ** Article below specifies anchoring system for metal stud and sheathing substrate, with or without cavity insulation. Delete if not required.
	2.3	MASONRY VENEER REINFORCEMENT SYSTEM
		A.	Acceptable product: LOX-ALL Truss Reinforcement.
		B.	Acceptable product: LOX-ALL Ladder Mesh Reinforcement.
		C.	LOX-ALL Components:
	** NOTE TO SPECIFIER ** Delete ladder or truss type not required.
			1.	Truss-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center).
	** NOTE TO SPECIFIER ** Delete truss type not required.
				a.	Acceptable product: #150 Truss Box-Mesh.
				b.	Acceptable product: #155 Cavity Truss Box-Mesh.
				c.	Acceptable product: #165 Adjustable Reinforcement Truss Box-Mesh.
			2.	Ladder-type horizontal joint reinforcement for concrete masonry unit walls with veneer (tabs and hooks 16 inches (406 mm) on center).
	** NOTE TO SPECIFIER ** Delete ladder type not required.
				a.	Acceptable product: #250 Ladder Box-Mesh.
				b.	Acceptable product: #255 Cavity Ladder Box-Mesh.
				c.	Acceptable product: #265 Adjustable Reinforcement Ladder Box-Mesh.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				d.	Wire: Stainless steel, ASTM A 580, Type 304.
				e.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
				f.	Wire: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.1 oz/sf).
				g.	Wire: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.4 oz/sf), Class 1.
				h.	Wire: Steel, ASTM A 82, mill galvanized in accordance with ASTM A 641 (0.8 oz/sf), Class 3.
	** NOTE TO SPECIFIER ** Delete wire size not required.
				i.	Reinforcing: Standard Weight (all 0.148 inch (3.8 mm)).
				j.	Reinforcing: Extra Heavy (0.187 inch (4.8 mm) side rods by 0.148 inch (3.8 mm) cross rods and boxes).
				k.	Reinforcing: Super Heavy (all 0.187 inch (4.8 mm)).
	** NOTE TO SPECIFIER ** Wall tie required for #165 and # 265 only. Delete if not required.
			3.	Masonry pintle wall tie:
				a.	Acceptable product: Rectangular pintle.
				b.	Wire size: 0.187 inch (4.8 mm) diameter.
	** NOTE TO SPECIFIER ** Delete seismic reinforcement retaining clip and joint reinforcement wire paragraphs if seismic requirements not required for wall tie for #165 and # 265 only
			4.	Reinforcement retaining clip:
				a.	Acceptable product: #187 Seismiclip.
				b.	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 Byna-tie, grooved base for improved mortar bond.
			5.	Joint reinforcement wire:
	** 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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				c.	Wire: Stainless steel, ASTM A 580, Type 304.
				d.	Wire: 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 ** Paragraphs below specify anchoring system for metal stud and sheathing substrate, with or without cavity insulation. Seismic option included. Delete if not required.
		D.	Stud Anchoring System Components:
			1.	Acceptable product: X-SEAL Anchoring System.
			2.	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.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				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.
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
				c.	Metal thickness: 14 gage (1.9 mm).
	** NOTE TO SPECIFIER ** Delete sizes not required or rely on drawings for information.
			3.	Stud Anchoring System Leg lengths:
				a.	Sizes for indicated sheathing and insulation thicknesses.
				b.	1/2 inch (13 mm).
				c.	5/8 inch (16 mm).
				d.	3/4 inch (19 mm).
				e.	1 inch (25 mm).
				f.	1-1/2 inches (38 mm).
				g.	2 inches (51 mm).
				h.	2-1/2 inches (64 mm).
				i.	3 inches (76 mm).
	** NOTE TO SPECIFIER ** Delete one of two Masonry wall tie paragraphs below.
			4.	Masonry wall tie:
				a.	Acceptable product: Byna-tie.
				b.	Trapezoid-shape brick tie, fitting into vertical slot of veneer anchor.
	** NOTE TO SPECIFIER ** Delete one of two paragraphs below.
				c.	Wire size: 3/16 inch (4.8 mm) diameter.
				d.	Wire size: 1/4 inch (6 mm) diameter.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				e.	Wire: Stainless steel, ASTM A 580, Type 304.
				f.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
				g.	Length: Required for indicated wall cavity dimension.
	** NOTE TO SPECIFIER ** Delete paragraph below if cavity drip not required.
				h.	Deform wall tie to provide cavity drip.
	** NOTE TO SPECIFIER ** 3/16 inch (4.8 mm) Byna-tie and 1/4 inch (6 mm) Byna-tie specified. Delete tie not required.
				i.	Reinforcement retaining clip:
					1)	Acceptable product: #187 Seismiclip.
					2)	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 Byna-tie, grooved base for improved mortar bond.
				j.	Reinforcement retaining clip:
					1)	Acceptable product: #250 Seismiclip.
					2)	Extruded rigid polyvinyl chloride (PVC), with one retaining ridge to secure 9 gage (3.8 mm) continuous wire, one retaining ridge to secure alternate 3/16 inch (4.8 mm) continuous wire, and two retaining ridges to secure 1/4 inch (6 mm) diameter Byna-tie, grooved base for improved mortar bond.
	** NOTE TO SPECIFIER ** Wall tie engages veneer reinforcement for continuous joint reinforcement. Meets seismic requirements, refer to manufacturer's literature.
			5.	Masonry wall tie:
				a.	Acceptable product: Byna-Lok wire tie.
				b.	Rectangular-shape brick tie, fitting into vertical slot of veneer anchor.
				c.	Wire size: 3/16 inch (4.8 mm) diameter.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				d.	Wire: Stainless steel, ASTM A 580, Type 304.
				e.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
				f.	Length: Required for indicated wall cavity dimension.
	** NOTE TO SPECIFIER ** Delete paragraph below if cavity drip not required.
				g.	Deform wall tie to provide cavity drip.
			6.	Joint reinforcement wire:
	** 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 types below not required for project. Hot-dip galvanizing is minimum for ASCE/ACI 530.1 requirements.
				c.	Wire: Stainless steel, ASTM A 580, Type 304.
				d.	Wire: 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 not required for project.
			7.	Sealing tape:
				a.	Acceptable product: X-SEAL tape.
				b.	Meet requirements of ASTM D 3575.
				c.	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.
			8.	Fasteners:
				a.	Self-drilling self-tapping screws; hex washer head, size #12, lengths required for indicated insulation and sheathing thicknesses.
				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.
			9.	Fasteners:
				a.	Self-drilling self-tapping screws; hex washer head, size #12, lengths required for indicated insulation and sheathing thicknesses.
				b.	Acceptable product: SX Fastener stainless steel Type 300, manufactured by SFS Stadler.
				c.	Metal: Stainless steel shank, carbon steel point.
	** NOTE TO SPECIFIER ** Delete paragraph below if not required for project.
				d.	Provide neoprene sealing washers.
	2.4	STONE VENEER/JOINT REINFORCING ANCHOR SYSTEM FOR RUBBLE STONE
	** NOTE TO SPECIFIER ** Delete anchor systems not required
		A.	Acceptable product: "Tie-2R" Anchor System.
			1.	Ladder type masonry reinforcing with projecting horizontal rod for bed and head joint anchors.
			2.	9 gage (3.8 mm) deformed side rods. 3/16 inch (4.8 mm) diameter cross rods 16 inches (406 mm) o.c. with 1/4 inch (6 mm) diameter outer rod.
			3.	Helical hooks are 3/16 inch (4.8 mm) diameter.
	** NOTE TO SPECIFIER ** Delete wire types below not required for project.
				a.	Wire: Stainless steel, ASTM A 580, Type 304.
				b.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
			4.	Refer to drawings for masonry back-up wall depth and cavity/stone depth for sizing.
		B.	Acceptable product: "Tie-HVR-190V" Anchor System.
			1.	Truss type composite masonry reinforcing with projecting horizontal rod for bed and head joint anchors, designed for filled cavity conditions.
			2.	Vee ties shall be 3/16 inch (4.8 mm) diameter.
			3.	Vertical hooks shall be 1/4 inch (6 mm) diameter. Vertical hooks 16 inches (406 mm) o.c.
			4.	Wire Size:
	** NOTE TO SPECIFIER ** Delete wire size not required for project.
				a.	9 gage (3.8 mm) diameterdeformed side rods.
				b.	3/16 inch (4.8 mm) diameter deformed side rods.
				c.	9 gage (3.8 mm) diameter cross rods.
				d.	3/16 inch (4.8 mm) diameter cross rods.
			5.	Material:
	** NOTE TO SPECIFIER ** Delete wire material not required for project.
				a.	Wire: Stainless steel, ASTM A 580, Type 304.
				b.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
			6.	Refer to drawings for masonry back-up wall depth and cavity/stone depth for sizing.
		C.	Acceptable product: "Tie-HVR-195V" Anchor System.
			1.	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 shall be 3/16 inch (4.8 mm) diameter with 12 ga. flexible head. Flexible head to have hole sized to accept vertical J-hook.
			3.	Wire Size:
	** NOTE TO SPECIFIER ** Delete wire size not required for project.
				a.	9 gage (3.8 mm) diameter deformed side rods.
				b.	3/16 inch (4.8 mm) diameter deformed side rods.
				c.	9 gage (3.8 mm) diameter cross rods.
				d.	3/16 inch (4.8 mm) diameter cross rods.
	** NOTE TO SPECIFIER ** Delete vertical hook diameter not required.
			4.	Vertical J-hooks shall be 5/16 inch (8 mm) diameter.
			5.	Vertical J-hooks shall be 3/8 inch (9.5 mm) diameter.
			6.	Material:
	** NOTE TO SPECIFIER ** Delete wire material not required for project.
				a.	Wire: Stainless steel, ASTM A 580, Type 304.
				b.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
			7.	Refer to drawings for masonry back-up wall depth and cavity/stone depth for sizing.
		D.	Acceptable product: "Tie-HVR 295V" Anchor System.
			1.	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 shall be 3/16 inch (4.8 mm) diameter with 12 ga. flexible head. Flexible head to have hole sized to accept vertical J-hook.
			3.	Wire Size:
	** NOTE TO SPECIFIER ** Delete wire size not required for project.
				a.	9 gage (3.8 mm) diameter deformed side rods.
				b.	3/16 inch (4.8 mm) diameter deformed side rods.
				c.	9 gage (3.8 mm) diameter cross rods.
				d.	3/16 inch (4.8 mm) diameter cross rods.
			4.	Vee ties shall be 3/16 inch (4.8 mm) diameter.
	** NOTE TO SPECIFIER ** Delete vertical hook diameter not required
			5.	Vertical J-hooks shall be 5/16 inch (8 mm) diameter.
			6.	Vertical J-hooks shall be 3/8 inch (9.5 mm) diameter.
			7.	Material:
	** NOTE TO SPECIFIER ** Delete wire material not required for project.
				a.	Wire: Stainless steel, ASTM A 580, Type 304.
				b.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
			8.	Refer to drawings for masonry back-up wall depth and cavity/stone depth for sizing.
	2.5	SURFACE MOUNTED ANCHORING SYSTEM FOR RUBBLE STONE
		A.	Acceptable product: "Tie-HVR-195VB" Anchor System.
			1.	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 shall be 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 shall be 5/16 inch (8 mm) diameter.
			4.	Vertical J-hooks shall be 3/8 inch (9.5 mm) diameter.
	** NOTE TO SPECIFIER ** Delete back plate and flexible head material not required for project.
			5.	Material:
				a.	Wire: Stainless steel, ASTM A 580, Type 304.
				b.	Back plate and flexible head: Stainless steel, ASTM A 167, Type 304.
			6.	Material:
				a.	Wire: Steel, ASTM A 82, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
				b.	Back plate and flexible head: Carbon Steel, ASTM A 366, hot-dip galvanized after fabrication in accordance with ASTM A 153, Class B2.
			7.	Refer to drawings for masonry back-up wall depth and cavity/stone depth for sizing.
	PART 3	EXECUTION
	3.1	EXAMINATION
		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.
	3.2	INSTALLATION
		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) OC 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) OC vertically, 16 inches (406 mm) OC 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.
	END OF SECTION