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	SECTION 04085
	MASONRY ANCHORS AND ACCESSORIES
	Copyright 2003 - 2010 ARCAT, Inc. - All rights reserved
	** NOTE TO SPECIFIER ** Heckmann Building Products, Inc, anchors, ties, plates, weeps, vents, flashing. . This section is based on the products of Heckmann Building Products, Inc., which is located at: 1501 N. 31st Avenue Melrose Park, IL 60160-2911 Tel: (708) 865-2403 Tel: (800) 621-4140 Toll Free Fax: (708) 865-2640 Email: Info@heckmannanchors.com Website: www.heckmannanchors.com [click Here] for additional information. Since 1923, Heckmann Building Products manufactures quality steel masonry anchors, connectors and ties for the construction industry. These products are used to tie exterior brick, block, and stone walls to the interior structure of a building and includes complete line of all types of masonry hardware: Pos-I-Tie™, anchors, anchor bolts, angles, lintels, ceiling inserts, slots, ties, shims, post bases, PVC control joints, flashing, T&G joints, wall plugs, etc.
	PART 1	GENERAL
	1.1	SECTION INCLUDES
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		A.	Masonry veneer anchors and ties.
		B.	Stone veneer anchors and ties.
		C.	Masonry accessories.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
		A.	Section 04810 - Unit Masonry Assemblies.
		B.	Section 04851 - Cut Stone Veneer.
		C.	Section 04852 - Stone Masonry Veneer.
		D.	Section 04853 - Cut 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.	ACI 530.1/ASCE 6/TMS 602 - Specification for Masonry Structures; 1995.
		B.	ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 1998.
		C.	ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip; 1996.
		D.	ASTM A 240/A 240M - Standard Specification for Heat-Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels; 1998b.
		E.	ASTM A 276 - Standard Specification for Stainless Steel Bars and Shapes; 1998b.
		F.	ASTM A 479/A 479M - Standard Specification for Stainless and Heat-Resisting Steel Bars and Shapes for Use in Boilers and Other Pressure Vessels; 1997a.
		G.	ASTM A 580/A 580M - Standard Specification for Stainless Steel Wire; 1998.
		H.	ASTM A 641/A 641 M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 1998.
		I.	ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 1998.
		J.	ASTM B 633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel; 1985 (Reapproved 1994).
	1.4	SYSTEM DESCRIPTION
		A.	Provide anchoring systems that comply with ACI 530.1/ASCE 6/TMS 602.
	1.5	SUBMITTALS
		A.	Submit under provisions of Section 01300.
		B.	Product Data: Manufacturer's submittal sheets on each product to be used.
		C.	Certificates: Product certificates signed by the manufacturer certifying material compliance with specified performance characteristics and criteria, and physical requirements.
	1.6	DELIVERY, STORAGE, AND HANDLING
		A.	Store products in manufacturer's unopened packaging until ready for installation.
	PART 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable Manufacturer: Heckmann Building Products, Inc., which is located at: 1501 N. 31st Ave. ; Melrose Park, IL 60160-2911; Toll Free Tel: 800-621-4140; Tel: 708-865-2403; Email: request info; Web: www.heckmannbuildingprods.com
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.
		B.	Substitutions: Not permitted.
		C.	Requests for substitutions will be considered in accordance with provisions of Section 01600.
	2.2	MATERIAL
		A.	General:
			1.	Stainless Steel: Type 304.
				a.	Sheet Metal: ASTM A 167 or ASTM A 240/A 240M.
				b.	Wire: ASTM A 580/A 580M.
				c.	Bars: ASTM A 479/A 479M, annealed and ground.
				d.	Plates, Bars, and Shapes: ASTM A 167, ASTM A 666, or ASTM A 276.
			2.	Hot-Dip Galvanized Steel: Hot-dip galvanized after fabrication in accordance with ASTM A 153/A 153M, Class B-2.
				a.	Wire: Minimum 3/16 inch (4.76 mm) diameter.
			3.	Electro-Galvanized Steel: Electro-galvanized after fabrication in accordance with ASTM B 633, Service Condition 1.
				a.	Wire: Minimum 3/16 inch (4.76 mm) diameter.
			4.	Mill Galvanized Steel:
				a.	Sheet Metal: ASTM A 653/A 653M, G60 coating.
				b.	Wire: ASTM A 641, regular coating; minimum 3/16 inch (4.76 mm) diameter.
	** NOTE TO SPECIFIER ** Edit the following combinations of materials. Mill galvanized is typically used for interior applications and hot-dip galvanized and stainless for exterior applications.
		B.	Material for Anchors and Ties in Interior Walls:
			1.	Mill galvanized steel.
			2.	Structural Plates, Angles, and Bars: Plain steel primed where exposed.
	** NOTE TO SPECIFIER ** Select one of the following 3 combinations of materials for exterior and embedded applications: all stainless steel, all hot-dip galvanized, or hot-dip galvanized except for items completely embedded in mortar. Delete the inappropriate choices.
		C.	Material for Anchors and Ties in Exterior Walls:
			1.	Stainless steel.
			2.	Hot-dip galvanized.
		D.	Material for Anchors and Ties Exposed to Air in Exterior Walls:
			1.	Stainless steel.
			2.	Hot-dip galvanized.
		E.	Material for Ties in Interior Walls:
			1.	Mill galvanized.
	2.3	MASONRY VENEER ANCHORS AND TIES
		A.	Adjustable Two Piece Masonry Veneer Ties: Requires minimum 1-1/2 inches (38 mm) embedment in brick mortar or a minimum of one half of the thickness of a block wall with at least 5/8 inches (15.9 mm) mortar cover to the outside face.
	** NOTE TO SPECIFIER ** Select the types that are required and delete those not required.
			1.	Original Pos-I-Tie Anchors and Pos-I-Tie Wire Tie.
				a.	Pos-I-Tie Barrel Screws:
					1)	Substrate and Screw Type:
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
						a)	Self Drilling Screws for Steel Studs.
						b)	Tapcon screws for CMU, Brick or Wood:.
						c)	Dril-It screws for Structural Steel:.
					2)	Barrel Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	5/8 inch (15.9 mm).
						b)	1 inch (25.4 mm).
						c)	1-1/2 inch (39 mm).
						d)	2 inch (51 mm).
						e)	2-1/2 inch (63.5 mm).
						f)	3 inch (76 mm).
						g)	3-1/2 inch (89 mm).
				b.	Pos-I-Tie Wire Ties:
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
					1)	Triangle Wire Tie.
					2)	Single Wire Tie.
					3)	Seismic Triangle Tie.
				c.	Wire Tie Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3 inch (76 mm).
					2)	3-1/2 inch (89 mm).
					3)	4 inch (101.6 mm).
					4)	5 inch (127 mm).
			2.	Wing-Nut Pos-I-Tie System:
				a.	Pos-I-Tie Barrel Screws (choose type for backup)
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
					1)	Self-Drilling Screw for Steel Studs
					2)	Tapcon for CMU, Brick, or Wood.
					3)	Dril-It for Structural Steel
				b.	Barrel Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	2 inch (51 mm)
					2)	2-5/8 inch (67 mm)
					3)	3-1/8 inch (79 mm)
					4)	3-5/8 inch (92 mm)
					5)	4-1/8 inch (105 mm)
					6)	4-5/8 inch (117 mm)
					7)	5-1/8 inch (130 mm)
				c.	Pos-I-Tie Wire Ties (choose style)
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
					1)	Pintle Wire Tie
					2)	Seismic Pintle Wire Tie
				d.	Wire Tie Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3 inch (76 mm)
					2)	3-1/2 inch (89 mm)
					3)	4 inch (101.6 mm)
					4)	5 inch (127 mm)
			3.	Strap Anchors with Triangle Ties:
				a.	Strap Anchor for attachment to backup using triangle ties:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	Weld-On Anchor Rod No.315:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	1/4 inch (6.3 mm) diameter by 5 inches (127 mm) long.
						b)	1/4 inch (6.3 mm) diameter by 9 inches (228.6 mm) long.
					2)	Weld-On Anchor Strap No.315-B:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	12 gage (2.7 mm) by 3/4 inches (19 mm) by 9 inches (228.6 mm).
						b)	12 gage (2.7 mm) by 7/8 inch (22.2 mm) x 6-1/2 inches (165 mm).
					3)	Screw-On Anchor Strap No.315-C:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs. Delete the one not required.
						a)	12 gage (2.7 mm) by 3/4 inches (19 mm) by 9 inches (228.6 mm).
						b)	12 gage (2.7 mm) by 7/8 inches (22.2 mm) by 6-1/2 inches (165 mm).
					4)	Screw-On Anchor Plate No.315-D: 1-1/4 inches wide by 6 inches long:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	12 gage (2.7 mm).
						b)	14 gage.
						c)	16 gage.
				b.	Triangle Tie: No.316 Triangle Tie 3/16 inch diameter (4.76 mm):
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3 inch (76 mm) long.
					2)	3-1/2 inch (89 mm) long.
					3)	4 inch (101.6 mm) long.
					4)	5 inch (127 mm) long.
					5)	7 inch (178 mm) long.
					6)	9 inch (228.6 mm) long.
					7)	11 inch (279.4 mm) long.
			4.	Strap Anchors with Pintle Ties:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs. Delete the one not required.
				a.	Strap Anchor for attachment to backup with Pintle tie:
					1)	Wire Veneer Anchor System No.213: 14 gage (1.9 mm) backplate for use with following insulation thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	No Insulation.
						b)	1 inch (25.5 mm) insulation.
						c)	1-1/2 inches (38 mm) insulation.
						d)	2 inches (51 mm) insulation.
						e)	3 inches (76 mm) insulation.
				b.	Double Pintle Wire Tie No.282: 3/16 inch (4.76 mm) diameter.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3-1/4 inch (82.5 mm) long.
					2)	4-1/4 inch (108 mm) long.
					3)	5-1/4 inch (133.3 mm) long.
				c.	Double eye rod anchor: No.262.
					1)	Diameter: 3/16 inch (4.76 mm).
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	2-3/4 inch (70 mm).
						b)	4-3/4 inch (120 mm)
				d.	Double anchor tie (pintle): No.263:
					1)	Diameter: 3/16 inch (4.76 mm).
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	3 inch (76 mm).
						b)	4 inch (102 mm).
						c)	5 inch (127 mm).
		B.	One Piece Non-Adjustable Masonry Veneer Ties: Requires minimum 1-1/2 inches (38 mm) embedment in brick mortar or a minimum of one half of the thickness of a block wall with at least 5/8 inches (15.9 mm) mortar cover to the outside face.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
			1.	Triangular Wire Veneer Anchor, No.103-C, 12 gage (2.7 mm) anchor with 3/16 inch diameter (4.76 mm) Triangle tie:
				a.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3 inch (76 mm) long.
					2)	3-1/2 inch (89 mm) long.
					3)	4 inch (101.6 mm) long.
					4)	5 inch (127 mm) long.
					5)	7 inch (178 mm) long.
					6)	9 inch (228.6 mm) long.
					7)	11 inch (279.4 mm) long.
			2.	Corrugated Brick Veneer Anchor No.186.
				a.	Gage: 16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31 mm).
				c.	Length: 3-1/2 inch (89 mm).
				d.	Bend: 1-1/2 inch (38 mm).
			3.	Corrugated Brick Veneer Anchor No.187, one-piece rigid bent straps, screwed on, with corrugated ends:
				a.	Gage: 16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	3-1/2 inch (89 mm).
					2)	5-1/2 inch (140 mm).
				d.	Bend: 1-1/2 inch (38 mm).
				e.	Hole Diameter: 5/16 inches (7.9 mm).
			4.	Corrugated Brick Veneer Anchor with Slot No.188.
				a.	Gage: 16 gage (1.5 mm).
				b.	Width 1-1/4 inch (31 mm).
				c.	Length 3-1/2 inch (89 mm).
				d.	Bend: 1-1/2 inch (38 mm).
			5.	Z-Wire Tie 2 inch (51 mm) bends No.251.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				a.	3/16 inch diameter (4.76 mm).
				b.	1/4 inch diameter (6.3 mm).
				c.	6 inch (152.4 mm) long.
				d.	8 inch (203 mm) long.
				e.	10 inch (254 mm) long.
			6.	Rectangular Wire Tie No.253.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				a.	3/16 inch (4.76 mm) diameter.
				b.	1/4 inch (6.3 mm) diameter.
				c.	2 inch (51 mm) wide.
				d.	4 inch (101.6 mm) wide.
				e.	6 inch (152.4 mm) long.
				f.	8 inch (203 mm) long.
				g.	10 inch (254 mm) long.
				h.	12 inch (304.8 mm) long.
			7.	Series Custom Anchors No.340.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				a.	L -Type Corrugated Anchor No.340.
				b.	Corrugated L-Anchor With Hole No.340-A.
				c.	Corrugated L-Anchor with Slot No.340-B.
				d.	L-Anchor with Hole No.341.
				e.	L-Anchor with Two Holes No.341-A.
				f.	L-Anchor with a Hole and Slot No.341-B.
				g.	Slotted L-Anchor No.342.
				h.	L-Anchor with Hole and Slot No.342-A.
				i.	L-Anchor with Two Slots No.342-B.
	** NOTE TO SPECIFIER ** Edit the following paragraphs to include sizes required and delete the ones not required.
				j.	_____ Gage.
				k.	_____ Length.
				l.	_____ Thickness.
				m.	_____ Width.
				n.	_____ Bend Length.
				o.	_____ Hole size and location (where applicable).
				p.	_____ Slot size and location (where applicable).
		C.	Anchor/Ties to Structural Steel: One-piece straps that hook over beam/column flanges and into masonry cores; use in pairs:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
			1.	Where vertical column flanges are parallel to wall, use:
				a.	L-Type Column Anchor No.189:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 2 inch (51 mm).
					3)	Length: 7 inch (178 mm).
					4)	Flange Slot: 5/8 inch (15.8 mm) by 1 inch (25.5 mm).
					5)	Bend: 1-1/2 inch (38 mm).
				b.	Strap-Type Column Anchor No.190:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 2 inch (51 mm).
					3)	Length: 7 inch (178 mm) with 1-1/2 inch (38 mm) foldback.
					4)	Flange Slot: 5/8 inch (15.8 mm) by 1 inch (25.5 mm).
					5)	Wall Tie: 1 inch (25.5 mm) by 12 inch (305 mm).
				c.	Bar-Type Column Anchor No.194:
					1)	Thickness: 1/4 inch (6.4 mm).
					2)	Width: 1 inch (25.5 mm).
					3)	Length: 6 inch (152 mm).
					4)	Bend: 2 inch (51 mm).
				d.	Corrugated Type Column Anchor No.196:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 2 inch (51 mm).
					3)	Length: 7 inch (178 mm).
					4)	Flange Slot: 5/8 inch (15.8 mm) by 1 inch (25.5 mm).
				e.	Wire Type Column Anchor No.216:
					1)	Gage:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	1/4 inch (6.3 mm).
						b)	3-16 inch (4.7 mm).
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	3 inch (76 mm).
						b)	4 inch (102 mm).
						c)	5 inch (127 mm).
						d)	7 inch (178 mm).
						e)	9 inch (229 mm).
			2.	Where vertical column flanges are perpendicular to wall, use:
				a.	Twisted Strap Type Column Anchor No.193:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 1-1/2 inch (38 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
					4)	Flange Foldback: 1-1/4 inch (32 mm) by 1-1/2 inch (38 mm).
					5)	Wall Tie: 1 inch (25.5 mm) by 12 inch (305 mm).
				b.	Twisted L-Type Column Anchor No.195:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 1-1/4 inch (31 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inch.
					4)	Flange Foldback: 1-1/4 inch (32 mm) by 1-1/2 inch (38 mm).
				c.	Corrugated Column Anchor No.197:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 1-1/4 inch (31 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inch.
					4)	Flange Foldback: 1-1/4 inch (32 mm) by 1-1/2 inch (38 mm).
				d.	Wire Type Column Anchor No.217: Specify Diameter, Length, Type of Steel
					1)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	1/4 inch 6,3 mm).
						b)	3-16 inch (4.7 mm).
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	10 inch (254 mm).
						b)	12 inch (305 mm).
						c)	14 inch (356 mm).
						d)	16 inch (406 mm).
			3.	Where beam flanges are perpendicular to wall, use:
				a.	Top Flange Column Anchor No.191:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 1-1/4 inch (31 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Bend: __ inches.
					4)	Flange Foldback: 1-1/4 inch (32 mm) by 1-1/2 inch (38 mm).
				b.	Bottom Flange Column Anchor No.192:
					1)	Thickness: 1/8 inch (3.1 mm).
					2)	Width: 1-1/4 inch (31 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
						c)	Flange Foldback: 1-1/4 inch (32 mm) by 1-1/2 inch (38 mm).
			4.	Twist-On Groutless Wall Anchor No.395: 11 gage by 1-1/2 inch (38 mm) by 16 inch (406 mm) long corrugated strap factory welded to a 11 gage by 3-1/4 inch (82.5 mm) wide strap with Twist-On Hook.
				a.	Length from center of vertical sliding rail to end of anchor:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and edit to identify the required length from center of vertical sliding rail to the end of anchor.
					1)	As indicated on the Drawings.
					2)	______ inches.
				b.	Diameter of Vertical Sliding Rail:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	1/2 inch (12.7 mm).
					2)	3/4 inch (19 mm).
					3)	1 inch 25.4 mm).
				c.	Length of vertical sliding rail:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and edit to identify the overall length of vertical sliding rail. Vertical Sliding rail must be welded to beam.
					1)	As indicated on the Drawings.
					2)	______ inches.
	** NOTE TO SPECIFIER ** The following masonry ties must be used with one or more of the dovetail, channel or mechanical anchor types specified, unless they are one-piece anchor/ties.
		D.	Masonry Veneer Seismic Ties: Continuous wire in mortar joint, anchored to one of the following:
			1.	For Use with Strap Anchors: No.316; triangular-shaped wire tie, 3/16 inch (4.76 mm) diameter, with welded on No.370 seismic hook tab, 16 gage (1.5 mm).
				a.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3 inch (76 mm).
					2)	3-1/2 inch (89 mm).
					3)	4 inch (102 mm).
					4)	5 inch (127 mm).
					5)	7 inch (178 mm).
					6)	9 inch (229 mm).
					7)	11 inch (279 mm).
			2.	For Use With Dovetail Slots: No.361; flat straps with seismic hook tab.
				a.	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraph and delete the one not required.
					1)	3/16 inch (4.7 mm).
					2)	1/8 inch (3.1 mm).
					3)	11 gage (3.0 mm).
					4)	12 gage (2.7 mm).
					5)	14 gage (1.9 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1 inch (25.6 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	Define: ____ inches.
			3.	For Use With Channel Slots: No.362; flat straps with seismic hook tab.
				a.	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraph and delete the one not required.
					1)	1/8 inch (3.1 mm).
					2)	11 gage (3.0 mm).
					3)	12 gage (2.7 mm).
					4)	14 gage (1.9 mm).
					5)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.7 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	Define: ____ inches.
	** NOTE TO SPECIFIER ** Select the stone anchors and ties required the following paragraphs. Delete the ones not required. Custom strap ties, fabricated to suit details and installation requirements. Indicate sizes requires.
	2.4	STONE VENEER ANCHORS AND TIES
		A.	For Anchoring Into Edge of Dimension Stone Panels:
			1.	Dovetail Stone Pin Anchor No.118: (Use with concrete backup containing No.100 Dovetail Anchor Slot)
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3/16 inch (4.7 mm) - Standard
					2)	1/8 inch (3.1 mm) - Special.
					3)	12 gage (2.7 mm) - Special.
				b.	Width: 1 inch (25.5 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				c.	Length as indicated on the Drawings.
				d.	Length: _______ inches.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length: 3 inches (76 mm).
			2.	Channel Slot Pin Anchor No.137: (Use with backup system with Channel Slots)
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	3/16 inch (4.7 mm) - Standard
					2)	1/8 inch (3.1 mm) - Special.
					3)	12 Gage (2.7 mm) - Special.
				b.	Width: 1-1/4 inch (31.71 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				c.	Length as indicated on the Drawings.
				d.	Length: _______ inches.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length: 3 inches (76 mm).
			3.	Flat Pin Stone Anchor No.150:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
				c.	Length as indicated on the Drawings.
				d.	Length: _______ inches.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			4.	Twisted Stone Pin Anchor No.150-T:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
				c.	Length as indicated on the Drawings.
				d.	Length: _______ inches.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			5.	Corrugated Stone Pin Anchor No.151:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	14 gage (1.9 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
				c.	Length as indicated on the Drawings.
				d.	Length: _______ inches.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select the types required and delete those not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			6.	L-Type Stone Pin Anchor No.152:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend: 3/4 inch (19 mm).
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			7.	L-Type Stone Half-Pin Anchor No.152-A:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend 3/4 inch (19 mm)..
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			8.	Split Bend Pin Anchor No.152-S:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Split Bend 3/4 inch (19 mm)
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			9.	Twisted Stone Pin Anchor With Bend No.152-T:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 Gage (3.0 mm).
					5)	12 Gage (2.6 mm).
					6)	16 Gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Bend: 3/4 inch (19 mm).
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			10.	Flange-Hook Stone Pin Anchor No.153:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	J-Hook: 3/4 inch (19 mm) opening, 1-1/4 inch (31.71 mm) return.
				e.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			11.	Two-Way Stone Pin Anchor No.154:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Pins:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			12.	Double Half-Pin Stone Anchor No.154-A:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.6 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Pins:
					1)	Welded.
					2)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inch (76 mm).
						b)	Length: _______ inches.
			13.	Pin-Type Screw-On Anchor No.276:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					4)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inches (76 mm).
						b)	Length: _______ inches.
			14.	Split-Bend Screw on Stone Anchor. No.274:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.71 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Split Bend: 3/4 inch (19 mm).
			15.	Bent Screw-on Stone Anchor No.275.
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
				a.	No.275-U for both bends in same direction.
				b.	No.275-Z for bends in opposite directions.
				c.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				d.	Width:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				e.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
				f.	Bend: 3/4 inch (19 mm).
		B.	For Anchoring Into Edge of Dimension Stone Panels: Use slot type;
			1.	Dovetail Bent Stone Anchor No.115 (For use with concrete backup with No.100 Dovetail Anchor Slot.
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3/16 inch (4.7 mm).
					2)	1/8 inch (3.1 mm).
				b.	Width: 1 inch (25.5 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend: 3/4 inch.
			2.	Dovetail Split-Bend Anchor No.117: Anchor (For use with concrete backup with No.100 Dovetail Anchor Slot)
				a.	Metal Thickness:
					1)	3/16 inch (4.7 mm) .
				b.	Width: 1-1/4 inch (31.75 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split Bend: 3/4 inch.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	Length: _______ inches.
			3.	Channel Slot Bent Anchor No.135: (Use with backup system with Channel Slots)
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.75 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend: 3/4 inch (19 mm)
			4.	Split-Bend Channel Slot Anchor No.136: (Use with backup system with Channel Slots)
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inch (31.75 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split-Bend: 3/4 inch.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
		C.	For Anchoring Into Edge of Dimension Stone Panels:
			1.	Z-Type Stone Anchor No.140:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 3/4 inch (19 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bends: 3/4 inch (19 mm).
			2.	U-Type Stone Anchor No.141:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width 3/4 inch (19 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bends: 3/4 inch (19 mm).
			3.	Twisted -Type Stone Anchor No.143:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the ones not required. 1/4 inch stainless steel is not available.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1-1/4 inch (3.2 mm).
					2)	1-1/2 inch (3.8 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend: 3/4 inch (19 mm).
			4.	L-Type Stone Anchor No.144:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the ones not required. 1/4 inch stainless steel is not available.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width 3/4 inch (19 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Bend: 3/4 inch (19 mm).
			5.	Split Bend Stone Anchor No.145:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 3/4 inch (19 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split Bends: 3/4 inch (19 mm).
				e.	Bend: 3/4 inch (19 mm).
			6.	Twisted Split-Bend Stone Anchor No.147:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the ones not required. 1/4 inch stainless steel is not available.
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1-1/4 inch (3.2 mm).
					2)	1-1/2 inch (3.8 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split Bends: 3/4 inch (19 mm).
				e.	Bend: 3/4 inch (19 mm).
			7.	Flat Split-Bend Stone Anchor No.148:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 3/4 inch (19 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split Bend: 3/4 inch (19 mm).
			8.	Twisted Split Bend Anchor No.148-T:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/8 inch (3.17 mm).
					4)	11 gage (3.0 mm).
					5)	12 gage (2.7 mm).
					6)	16 gage (1.5 mm).
				b.	Width: 3/4 inch (19 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
				d.	Split Bend: 3/4 inch (19 mm).
			9.	Dowel No.155:
				a.	Metal Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/8 inch (3.17 mm).
					2)	3/16 inch (4.7 mm).
					3)	1/4 inch (6.35 mm).
					4)	3/8 inch (9.5 mm).
					5)	1/2 inch (12.5 mm).
					6)	5/8 inch (15.9 mm).
					7)	3/4 inch (22.22 mm).
					8)	1 inch (51 mm).
				b.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	As indicated on the Drawings.
					2)	_______ inches.
	** NOTE TO SPECIFIER ** The following anchors are part of a two part system - the part that attaches to the backup or structure and the tie or other attachment to the cladding. These anchors are suitable for masonry veneer, stone, and other claddings. Be sure, if any of these are used, that the second part - the tie or other attachment to the cladding is also specified. Delete the types not required. If more than one type for a particular application is required, be sure to indicate where each is to be used.
	2.5	CHANNEL SLOT ANCHORS AND TIES
	** NOTE TO SPECIFIER ** Delete any of the following types that would not be likely to be required on the project.
		A.	Weld-On Type Channel Slots:
			1.	Weld-On Channel Slots: No.130.
				a.	Size: 1-3/8 inches (35 mm) wide by 8 inches (203 mm) long with a 9/16 inch (14 mm) by 5-1/2 inch (140 mm) slot.
				b.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs on ties. Be sure the tie style is listed above under Applications.
					1)	11 gage (3.0 mm).
					2)	16 gage (1.5 mm).
		B.	Build into Masonry Type Channel Slots:
			1.	Channel Slots: No.131.
				a.	Size: (Same as No.130): 1-3/8 inches (35 mm) wide by 8 inches (203 mm) long with a 9/16 inch (14 mm) by 5-1/2 inch (140 mm) slot.
				b.	Welded Z-Anchor Length: 1/2 of block thickness and 1-1/2 inch (38 mm) bends.
				c.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	11 gage (3.0 mm).
					2)	16 gage (1.5 mm).
		C.	Screw-On Type Channel Slots:
			1.	Channel Slots: No.132:
				a.	Size: 1-3/8 inch (35 mm) wide by 12 inch (305 mm) long with a 9/16 inch (14 mm) by 5-1/2 inch (140 mm) slot and end tabs 2 inch (51 mm) long.
				b.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraph and delete the one not required.
					1)	11 gage (3.0 mm).
					2)	16 gage (1.5 mm).
		D.	Continuous Slots:
			1.	Channel Slots: No.133:
				a.	Size: 7-3/8 inch (187 mm) slots with 3/4 inch (19 mm) between slots.
				b.	16 gage (1.5 mm) thick; style as indicated above.
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	5 feet (1.524 m) 7 slots.
					2)	10 feet (3.048 m) 14 slots.
				d.	Metal Thickness:
					1)	16 gage (1.5 mm).
				e.	Anchors for attaching to backup:
					1)	No 133-P Bridge Plate for attaching No 133 to backup.
					2)	Masonry Anchor No.129.
					3)	Masonry Anchor No.135.
		E.	Channel Slot Anchors and Ties:
	** NOTE TO SPECIFIER ** Select the tie(s) required from the following paragraphs and delete those not required. Edit ties where options are offered.
			1.	Ties:
				a.	Channel Slot Partition Anchor No.122:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	11 gage (3.0 mm).
						b)	16 gage (1.5 mm).
					2)	Size: 1-1/4 inch (32 mm) wide by 12 inch (305 mm) long from face of channel.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
				b.	Channel Slot Horizontal Triangle Anchor No.123:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	11 gage (3.0 mm).
						b)	16 gage (1.5 mm).
					2)	Clip Width: 1/8 inch (3.1 mm) by 1-1/4 inch (31.7 mm).
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3 inch (76 mm).
						b)	4 inch (102 mm).
						c)	5 inch (127 mm).
						d)	7 inch (178 mm).
						e)	9 inch (229 mm).
						f)	11 inch (279 mm).
						g)	As indicated on the Drawings.
				c.	Channel Slot Cavity Wall Anchor No.124:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	11 gage (3.0 mm).
						b)	16 gage (1.5 mm).
					2)	Standard Size: 1-1/4 inches (32 mm) wide by 5 inches (127 mm) from face of channel.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
				d.	Channel Slot Furring Anchor No. 125:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	11 gage (3.0 mm).
						b)	16 gage (1.5 mm).
					2)	Standard Size: 1-1/4 inches (32 mm) wide by 5 inches (127 mm) from face of channel.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
				e.	Channel Slot Triangular Wire Tie No.129:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	12 gage (2.7 mm) channel slot clip.
						b)	3/16 inch (4.76 mm) diameter wire triangle tie.
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	As indicated on the Drawings.
						b)	3 inch (76 mm).
						c)	4 inch (102 mm).
						d)	5 inch (127 mm).
						e)	7 inch (178 mm).
						f)	9 inch (229 mm).
						g)	11 inch (279 mm).
				f.	Channel Slot Corrugated Anchors No.134:
					1)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	As indicated on the Drawings.
						b)	1/8 inch (3.1 mm) - Special.
						c)	11 gage (3.0 mm) - Special.
						d)	12 gage (2.7 mm) - Special.
						e)	14 gage (1.9 mm) - Special.
						f)	16 gage (1.5 mm) - Standard.
					2)	Width: 1-1/4 inches (32 mm) wide.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3-1/2 inch (89 mm).
						b)	5-1/2 inch (140 mm).
						c)	7-1/2 inch (190.5 mm).
						d)	As indicated on the Drawings.
				g.	Channel Slot Stone Anchor No.135:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm).
						b)	11 gage (3.0 mm).
						c)	12 gage (2.7 mm).
						d)	14 gage (1.9 mm).
						e)	16 gage (1.5 mm).
					2)	Width: 1-1/4 inches (32 mm) wide.
					3)	Length: Minimum of 1-1/2 inch (38 mm) from face of channel with 3/4 inch (19 mm) bend.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
				h.	Channel Slot Split Bend Anchor No.136:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm).
						b)	11 gage (3.0 mm).
						c)	12 gage (2.7 mm).
						d)	14 gage (1.9 mm).
						e)	16 gage (1.5 mm).
					2)	Width: 1-1/4 inch (32 mm) wide.
					3)	Length: Minimum of 1-1/2 inch (38 mm) from face of channel with 3/4 inch (19 mm) bend.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
				i.	Channel Slot Pin Anchor No.137:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm).
						b)	11 gage (3.0 mm).
						c)	12 gage (2.7 mm).
						d)	14 gage (1.9 mm).
						e)	16 gage (1.5 mm).
					2)	Width: 1-1/4 inch (32 mm) wide.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define: ____ inches.
					4)	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
						a)	Welded fixed.
						b)	Loose.
						c)	Pin Diameter
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
							1)	1/4 inch (6.35 mm).
							2)	3/8 inch (9.52 mm).
							3)	1/2 inch (12.5 mm).
							4)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						d)	Length: As indicated on the Drawings.
						e)	Length: ____ inches.
					5)	Hole centered from end of anchor with a minimum of 1/2 inch (12.5 mm) between hole and the end of the anchor.
				j.	Channel Slot Flat Anchor No.138:
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm).
						b)	11 gage (3.0 mm).
						c)	12 gage (2.7 mm).
						d)	14 gage (1.9 mm).
						e)	16 gage (1.5 mm).
					2)	Width: 1-1/4 inch (32 mm) wide.
					3)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required. Available in lengths of 1-1/2 inch - minimum to 24 inch - maximum.
						a)	Length: As indicated on the Drawings.
						b)	Define ____________.
				k.	Channel Slot Threaded Rod Anchor No.138-R: Threaded rod welded 1 inch (25 mm) onto a 12 Gage (2.7 mm) by 1-1/4 inch (32 mm) wide clip.
					1)	Rod diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					2)	Rod Length: As indicated on the Drawings.
					3)	Rod Length: ____ inches.
				l.	Custom: Where details or installation conditions require, provide ties fabricated of shape and size to suit conditions and provide adequate anchorage.
	** NOTE TO SPECIFIER ** Dovetail slots and ties are part of a two part system that are suitable for masonry veneer, stone, and other claddings. If used, verify that the second part - the tie or other attachment to the cladding is also specified. Delete the types not required. If more than one type for a particular application is required, be sure to indicate where each is to be used.
	2.6	DOVETAIL SLOT ANCHORS AND TIES
	** NOTE TO SPECIFIER ** Dovetail slots are available only in mill galvanized and stainless steel. Stainless steel is available only in model No.100 in 26 gage. Select Standard, Large or Small type of dovetail slots and ties and delete the others.
		A.	Standard Dovetail Slots and Ties:
			1.	Dovetail Slots: No.100 Standard Dovetail Anchor Slot.
				a.	Size: 1 inch (25 mm) wide by 1 inch (25 mm) deep by 5/8 inch (16 mm) throat by 10 feet (3048 mm).
				b.	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	20 gage (0.9 mm).
					2)	22 gage (0.76 mm).
					3)	24 gage (0.61 mm).
					4)	26 gage (0.45).
	** NOTE TO SPECIFIER ** Select the tie(s) required from the following paragraphs and delete the ones not required. Edit ties where options are offered.
			2.	For Use With Dovetail Slots: No.103; triangle wire; No.107 where slots are installed horizontally. 12 gage (2.7 mm) clip attached to a 3/16 inch (4.7 mm) diameter wire.
				a.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (101.6 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (228.6 mm).
					6)	11 inch (279.4 mm).
			3.	For Use With Dovetail Slots: No.106; corrugated straps of length to suit application:
				a.	Gage:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	12 gage.
					2)	16 gage.
				b.	Width: 1 inch (25.5 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
			4.	For Use With Dovetail Slots: No.104; corrugated straps of length to suit application:
				a.	Gage:
					1)	16 gage (1.5 mm).
				b.	Width: 1-1/2 inch (38 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
			5.	For Use With Dovetail Slots: No.110; corrugated straps of length to suit application:
				a.	Gage:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	12 gage.
					2)	16 gage.
				b.	Width: 1 inch (25.5 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
			6.	For Use With Dovetail Slots: No.115; bent straps:
				a.	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3/16 inch (4.7 mm).
					2)	1/8 inch (3.1 mm).
				b.	Width: 1 inch (25.5 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Bend: 3/4 inch (19 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	_______ inches.
			7.	For Use With Dovetail Slots: No.117; split bent straps:
				a.	Thickness:
					1)	3/16 inch (4.7 mm).
				b.	Width: 1 inch (25.5 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Split-Bend: 3/4 inch (19 mm).
			8.	For Use With Dovetail Slots: No.118; straps with dowel pins:
				a.	Thickness:
					1)	3/16 inch (4.7 mm).
				b.	Width: 1 inch (25.5 mm).
				c.	Length from face of Concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	Length as indicated on the Drawings.
					2)	Length: _______ inches.
				d.	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
					1)	Welded.
					2)	Loose.
					3)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraph and delete the ones not required.
						a)	1/4 inch (6.3 mm)
						b)	3/8 inch (9.52 mm)
						c)	1/2 inch (12.7 mm)
						d)	5/8 inch (15.87 mm)
				e.	Pin Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	_______ inches.
			9.	For Use With Dovetail Slots: No.121; threaded rod welded 1 inch (25 mm) onto a 12 gage (2.7 mm) dovetail clip 1 inch (25 mm) wide with end extending 1 inch (25 mm) beyond the face of dove tail slot.
				a.	Rod diameter.
	** NOTE TO SPECIFIER ** Select one of the following paragraph and delete the ones not required.
					1)	1/4 inch (6.3 mm).
					2)	3/8 inch (9.52 mm).
					3)	1/2 inch (12.7 mm).
					4)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
				b.	Length as indicated on the Drawings.
				c.	Length: _______ inches.
			10.	Ties:
				a.	103 Dovetail Triangle Tie: 12 gage clip factory assembled to a No. 316 Triangle tie 3/16 inch (4.76 mm) diameter by tie length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	9 inch (229 mm).
					5)	11 inch (279 mm).
				b.	104 Dovetail Partition Anchor: 16 gage by 1-1/2 inch (38 mm) wide by length from face of concrete (up to 25 inches. (635 mm).
				c.	106 Dovetail Corrugated Anchor: 16 gage, 12 gauge 1 inch (25 mm) wide by length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3-1/2 inches (89 mm) from face of concrete.
					2)	5-1/2 inch (140 mm) from face of concrete.
					3)	7-1/2 inch (190 mm) from face of concrete.
				d.	107 Dovetail Wire Brick Anchor: 1/8 inch (3.17 mm) thick anchor furnished loose with No. 316 Triangle Tie, 3/16 inch (4.76 mm) diameter by length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (229 mm).
					6)	11 inch (279 mm).
				e.	Dovetail Flat Anchor No.109: 1 inch (25.4 mm) width by length from face of concrete.
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3/16 inch (4.7 mm) - Standard
						b)	1/8 inch (3.1 mm) - Special.
						c)	12 gage (2.7 mm) - Special.
						d)	14 gage (1.9 mm) - Special.
						e)	16 gage (1.5 mm) - Standard.
				f.	110 Dovetail Furring Anchor Material:: 16 gauge by 1 inch (25 mm) wide by 1-1/2 inch (38.1 mm) long.
				g.	115 Dovetail Stone Anchor: 1 inch (25 mm) width by length from face of concrete by 3/4 inch (19 mm) bend length.
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	3/16 inch (4.7 mm) - Standard
						b)	1/8 inch (3.1 mm) - Special.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					2)	Length as indicated on the Drawings.
					3)	Length: _______ inches.
				h.	117 Dovetail Split Bend Anchor: 1 inch width by length from face of concrete by 3/4 inch split-bend length.
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	Mill galvanized steel.
						b)	Hot dip galvanized steel after fabrication.
						c)	Stainless steel.
				i.	Dovetail Threaded Rod Anchor No.121: Threaded rod welded 1 inch (25 mm) onto a 12 gage (2.7 mm) dovetail clip 1 inch (25 mm) wide with end extending 1 inch (25 mm) beyond the face of the dove tail slot.
					1)	Rod diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
					2)	Length of rod: _______ inches.
				j.	Custom: Where details or installation conditions require, provide ties fabricated of shape and size to suit conditions and provide adequate anchorage.
		B.	Large Dovetail Slots and Ties:
			1.	Dovetail Slots: No.100-A Large Dovetail Anchor Slots.
				a.	Size: 2 inches (50 mm) wide by 1-1/2 inches (38 mm) deep by 1-3/8 inch (35 mm) throat.
				b.	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	16 gage (1.5 mm).
					2)	18 gage (1.2 mm).
					3)	20 gage (0.9 mm).
	** NOTE TO SPECIFIER ** Select the tie(s) required from the following paragraphs and delete the ones not required. Edit ties where options are offered.
			2.	Ties:
				a.	Dovetail Triangle Tie No.103-A: 12 gage (2.7 mm) clip factory assembled to a No.316 Triangle tie 3/16 inch (4.76 mm) diameter by tie length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (229 mm).
					6)	11 inch (279 mm).
				b.	Dovetail Partition Anchor No.104-A: 16 gage (1.5 mm) by length from face of concrete (up to 25 inches).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length: As indicated on the Drawings
					2)	Length: _______ inches.
				c.	Dovetail Corrugated Anchor No.106-A: 16 gage, 12 gage (2.7 mm) by length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3-1/2 inch from face of concrete.
					2)	5-1/2 inch from face of concrete.
					3)	7-1/2 inch from face of concrete.
				d.	Dovetail Wire Brick Anchor No.107-A: 1/8 inch (3.17 mm) thick anchor furnished loose with No.316 Triangle Tie, 3/16 inch (4.76 mm) diameter by length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (229 mm).
					6)	11 inch (279 mm).
				e.	Dovetail Flat Anchor No.109-A: 1 inch (25.4 mm) width by length from face of concrete.
					1)	Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	1/8 inch (3.1 mm).
						b)	3/16 inch (4.76 mm)
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					2)	Length: As indicated on the Drawings
					3)	Length: _______ inches.
				f.	Dovetail Furring Anchor No.110-A: 16 gauge.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length: As indicated on the Drawings
					2)	Length: _______ inches.
				g.	Dovetail Stone Anchor No.115-A: 1/8 inch 3/16 inch by length from face of concrete by bend length.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length: As indicated on the Drawings
					2)	Length: _______ inches.
					3)	Split Bend Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings
						b)	_______ inches.
				h.	Dovetail Split Bend Anchor No.117-A: 3/16 inch by length from face of concrete by split-bend length.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	Length: As indicated on the Drawings
					2)	Length: _______ inches.
				i.	Dovetail Stone Pin Anchor No.118-A: 3/16 inch thick by length from face of concrete.
					1)	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
						a)	Welded.
						b)	Loose.
						c)	Diameter
	*** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
							1)	1/4 inch (6.35 mm).
							2)	3/8 inch (9.52 mm).
							3)	1/2 inch (12.5 mm).
							4)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						d)	Length as indicated on the Drawings.
						e)	Length: _______ inches.
						f)	Hole centered from end of anchor with a minimum of 1/2 inch (12.5 mm) steel between hole and end of anchor:
				j.	Dovetail Threaded Rod Anchor No.121-A: Threaded rod welded 1 inch onto a 12 gage (2.7 mm) dovetail clip 2 inch (51 mm) wide with end extending 1 inch beyond the face of the dove tail slot.
					1)	Rod diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					2)	Length as indicated on the Drawings.
					3)	Length of rod: _______ inches.
				k.	Custom: Where details or installation conditions require, provide ties fabricated of shape and size to suit conditions and provide adequate anchorage.
		C.	Small Dovetail Slots and Ties:
			1.	Dovetail Slots: No.100-B Small Dovetail Anchor Slots:
				a.	Size: 7/8 inch (22 mm) wide by 1/2 inch (13 mm) deep by 5/8 inch (16 mm) throat by 10 feet (3048 mm) long.
				b.	Metal Thickness: 20 gage (0.9 mm).
	** NOTE TO SPECIFIER ** Select the tie(s) required from the following paragraphs and delete the ones not required. Edit ties where options are offered.
			2.	Ties:
				a.	Dovetail Triangle Tie No.103-B: 12 gage (2.7 mm) clip factory assembled to a No.316 Triangle tie 3/16 inch (4.76 mm) diameter by tie length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs. Delete the ones not required.
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (229 mm).
					6)	11 inch (279 mm).
				b.	Dovetail Partition Anchor No.104-B: 16 gage (1.5 mm) by 1-1/2 inches (38 mm) wide by length from face of concrete (up to 25 inches).
				c.	Dovetail Corrugated Anchor No.106-B: 1 inch (25 mm) wide by length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	Metal Thickness:
						a)	16 gage.
						b)	12 gage (2.7 mm).
						c)	1/8 inch (3 mm).
					2)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	3-1/2 inch (89 mm) from face of concrete.
						b)	5-1/2 inch (139.7 mm) from face of concrete.
						c)	7-1/2 inch (190.5 mm) from face of concrete.
				d.	Dovetail Wire Brick Anchor No.107-B: 1/8 inch (3.17 mm) thick anchor furnished loose with No.316 Triangle Tie, 3/16 inch (4.76 mm) diameter by length of:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	3 inch (76 mm).
					2)	4 inch (102 mm).
					3)	5 inch (127 mm).
					4)	7 inch (178 mm).
					5)	9 inch (229 mm).
					6)	11 inch (279 mm).
				e.	Dovetail Flat Anchor No.109-B: 1 inch (25.5 mm) width by length from face of concrete.
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm).
						b)	3/16 inch (4.7 mm).
						c)	12 gage (2.7 mm) - Special.
						d)	14 gage (1.9 mm) - Special.
						e)	16 gage (1.5 mm) - Standard.
				f.	Dovetail Furring Anchor No.110-B: 16 gage (1.5 mm) by 1 inch (25.5 mm) wide by 1-1/2 inches (38.1 mm) long.
				g.	Dovetail Stone Anchor No.115-B: 1/8 inch 3/16 inch by 1 inch (25.5 mm) width by length from face of concrete by 3/4 inch (19 mm) bend length.
				h.	Dovetail Split Bend Anchor No.117-B: 1 inch (25.5 mm) width by length from face of concrete by 3/4 inch split-bend length.
					1)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm) - Special.
						b)	12 gage (2.7 mm) - Special.
						c)	14 gage (1.9 mm) - Special.
						d)	16 gage (1.5 mm) - Standard.
				i.	Dovetail Stone Pin Anchor No.118-B: 1 inch (25.5mm) width by length from face of concrete.
					1)	Length from face of concrete:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	_______ inches.
						b)	As indicated on the Drawings.
					2)	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/8 inch (3.1 mm) - Special.
						b)	12 gage (2.7 mm) - Special.
						c)	14 gage (1.9 mm) - Special.
						d)	16 gage (1.5 mm) - Standard.
					3)	Pin:
	** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the one not required.
						a)	Welded.
						b)	Loose.
						c)	Diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
							1)	1/4 inch (6.35 mm).
							2)	3/8 inch (9.52 mm).
							3)	1/2 inch (12.5 mm).
							4)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						d)	Length as indicated on the Drawings.
						e)	Length: _______ inches.
						f)	Hole centered from end of anchor with a minimum of 1/2 inch (12.5 mm) steel between hole and end of anchor.
				j.	Dovetail Threaded Rod Anchor No.121-B: Threaded rod welded 1 inch (25.5 mm) onto a 12 gage (2.7 mm) dovetail clip 1 inch wide with end extending 1 inch (25 mm) beyond the face of the dove tail slot.
					1)	Rod diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
						a)	1/4 inch (6.35 mm).
						b)	3/8 inch (9.52 mm).
						c)	1/2 inch (12.5 mm).
						d)	5/8 inch (15.87 mm).
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					2)	Length of rod: As indicated on the Drawings
					3)	Length of rod: _______ inches.
				k.	Custom: Where details or installation conditions require, provide ties fabricated of shape and size to suit conditions and provide adequate anchorage.
	** NOTE TO SPECIFIER ** Select the stabilizing anchors types required and delete the types not required. If more than one type for a particular application is required, be sure to indicate where each is to be used.
	2.7	MASONRY WALL STABILIZING ANCHORS
		A.	For use in anchoring top of wall to structure while allowing vertical deflection.
			1.	Type: No.419; 12 gage (2.6 mm) plate with 3/8 inch (10 mm) diameter pin; plate anchored to structure overhead, pin sliding in plastic tube embedded in mortar at top of wall.
				a.	Length of Pin:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	_______ inches.
					2)	As indicated on the Drawings.
					3)	Stainless steel.
			2.	Type: No.420; 12 gage (2.6 mm) channel cap; attached to structure overhead.
				a.	Specify Gauge, Length, Width, bend lengths.
			3.	Type: 138 Channel Slot Flat Anchor for structural beam with Welded Channel Slot:
				a.	Metal Thickness:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/8 inch (3.1 mm).
					2)	11 gage (3.0 mm).
					3)	12 gage (2.7 mm).
					4)	14 gage (1.9 mm).
					5)	16 gage (1.5 mm).
				b.	Width: 1-1/4 inches (32 mm) wide.
	** NOTE TO SPECIFIER ** Select one of the following material paragraphs. Available in 1-1/2 inch - minimum to 24 inch - maximum lengths.
				c.	Length:
					1)	As indicated on the Drawings.
					2)	Define ____________.
			4.	Type: 138-R Channel Slot Threaded Rod Anchor: Threaded rod welded 1 inch (25.5 mm) onto a 12 gage (2.7 mm) dovetail clip 1 inch with end extending 1 inch beyond the face of the dove tail slot.
				a.	Rod diameter:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
					1)	1/4 inch (6.35 mm).
					2)	3/8 inch (9.52 mm).
					3)	1/2 inch (12.5 mm).
					4)	5/8 inch (15.87 mm).
				b.	Length of rod:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	Define ____________.
				c.	Plastic Tube No.421 over pin.
			5.	Type: No.121; threaded rod used with a No.100 Dovetail Slot built into top of slab.
				a.	Dovetail anchor 12 gage (2.5 mm) by 1 inch (25.5 mm) wide.
				b.	Diameter of threaded rod: 3/8 inch (9.52 mm).
				c.	Length of rod:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	As indicated on the Drawings.
					2)	Define ____________.
				d.	Plastic Tube No.421 over pin.
			6.	Type: No.109 Dovetail Flat Anchor used with a No.100 Dovetail Slot built into top of slab.
				a.	Gage:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	1/8 inch (3.2 mm).
					2)	3/16 inch (4.7 mm).
				b.	Width: 1 inch (25.5 mm).
				c.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
					1)	_______ inches.
					2)	As indicated on the Drawings.
				d.	Plastic Tube No.421 over anchor.
	** NOTE TO SPECIFIER ** Select the accessories required and delete the those not required. If more than one type is required, be sure to indicate where each is to be used.
	2.8	ACCESSORIES
		A.	Remedial Ties: No.391; Spiro Remedial Tie screw-in anchors.
			1.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
				a.	As indicated on the Drawings.
				b.	Define ____________.
		B.	Ledge Angle, Shelf Angle, and Lintel Angles:
			1.	Anchors in Concrete:
				a.	No.425; malleable iron wedge inserts, cast in place with reinforcing bar anchor.
					1)	Size:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	3/4 inch (19 mm) regular.
						b)	3/4 inch (19 mm) long.
				b.	No.427 askew head bolts.
					1)	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
						a)	As indicated on the Drawings.
						b)	Define _________
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required. Cast-in-place studded anchor plates need to be individually detailed. Some Heckmann standard models include No.730, No.726, and No.725.
			2.	Anchors in Concrete: Cast-in-place studded anchor plates as detailed.
			3.	Anchors to Steel: No.700 series; field welded.
		C.	Control Joint Fillers: No.352; flexible rubber seals fitting in sash block reveals.
			1.	Length:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
				a.	As indicated on the Drawings.
				b.	Define ____________.
		D.	Control Joint Anchors: Tie masonry together while allowing movement.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
			1.	Type: No.350 Heavy Duty Control Joint Anchor.
			2.	Type: No.351 Corrugated Control Joint Anchor.
			3.	Type: No.353 Debonded Shear Anchor.
		E.	Reinforcing Bar Splice Connectors: No.375 BarLoc Rebar Connector.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
			1.	Small 3/8 inch (9.5 mm).
			2.	Small 1/2 inch (12.5 mm).
			3.	Large 5/8 inch (15.9).
			4.	Large 3/4 inch (19 mm).
		F.	Reinforcing Bar Positioner: No.374 STEEL-WICH telescoping positioner.
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete those not required
			1.	Small 3/8 inch (9.5 mm) 1/2 inch (12.5 mm).
			2.	Large 5/8 inch (15.9) 3/4 inch (19 mm).
		G.	Cavity Moisture Diverter: No.365; corrugated polystyrene, V-shaped, with weep holes; for insertion into cavity.
	** NOTE TO SPECIFIER ** Delete all but one style of vent, weep or throughwall flashing below, unless drawings or specifications indicate clearly where each type is to be used.
		H.	Cavity Moisture Vents: No.366; corrugated polystyrene, designed to be set in mortar joint without impairing bond or bearing.
		I.	Weep Holes:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
			1.	No.330; clear plastic tube, 1/4 inch (6 mm) inside diameter, 4 inches (100 mm) long.
			2.	No.85; rectangular polypropylene vertical joint vent.
		J.	Through Wall Flashing:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs and delete the one not required.
			1.	Fiberweb 200; 8 mil (0.2 mm) thick laminate of polyester film, fiberglass scrim, and vinyl film; black.
			2.	Fiberweb 300; 7 mil (0.18 mm) thick laminate of metal foil, to layers of polyester film, and fiberglass scrim reinforcement.
			3.	EPDM, 40 mil (1 mm) thick; ozone and ultraviolet resistant.
	PART 3	EXECUTION
	3.1	PREPARATION
		A.	Clean materials thoroughly prior to installation.
	3.2	INSTALLATION
		A.	Install in masonry anchors and accessories in accordance with the requirements of the manufacturer's printed instructions and ACI 530.1/ASCE 6/TMS 602.
		B.	Concrete unit masonry installation is specified in Section 04810.
		C.	Brick masonry installation is specified in Section 04810
		D.	Stone masonry installation is specified in Section 04850
	3.3	PROTECTION
		A.	Protect installed products until completion of project.
		B.	Touch-up, repair or replace damaged products before Substantial Completion.
	END OF SECTION