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	SECTION 13070
	BLAST RESISTANT COMPONENTS
	** NOTE TO SPECIFIER ** Armortex® Inc.; Blast Resistant products. . This section is based on the products of Armortex® Inc., which is located at: 5926 Corridor Pkwy. Schertz, TX 78154 Toll Free Tel: 800-880-8306 Tel: 210-661-8306 Email: request info Web: www.armortex.com [ Click Here ] for additional information. Armortex® has been manufacturing Bullet Resistant and physical security products since 1980. Our product line includes Armortex® brand lightweight bullet and Blast Protection Composite panels, Bullet Resistant and containment glazing, Bullet Resistant transaction windows, pass-thru transaction equipment (drawers, hoppers, dip trays), speakers, gunports, guard towers, gun lockers, man traps, Bullet and Blast Resistant doors and related security equipment and aluminum storefront systems. Armortex® products are widely used in courtrooms, government and corporate offices, banks, convenience stores, gas stations, remote electronic buildings, check cashing facilities, cashier booths, prisons, vehicles and any place where ballistic and attack resistant security is required. Our Bullet and Blast Resistant products are available worldwide, direct from Armortex®. Phone, write or fax Armortex® for complete information. Buildings can be at risk from internal occupancy related blast or from external blast primarily from a bomb or terrorism. In either case the primary concern is the blast resistant design of the structure and the risk from fragmentation of architectural elements and shrapnel. The structure must be designed to resist a level of blast pressure and offer a level of redundancy to prevent or resist structural collapse. This specification is not intended to replace proper structural design but is intended to include; Supplemental fiberglass composites to aid in protecting against shrapnel and simultaneous multiple handgun attack; and blast resistant steel and aluminum windows.
	PART 1	GENERAL
	1.1	SECTION INCLUDES
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		A.	Blast Resistant Composite Panels.
		B.	Blast Resistant Steel Windows.
		C.	Blast Resistant Aluminum Windows.
		D.	Blast, Forced Entry and Bullet Resistant Windows.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
		A.	Section 04899 - Masonry Assemblies: Masonry walls.
		B.	Section 05100 - Structural Metal Framing; Panel Supporting Members
		C.	Section 05500 - Metal Fabrications; Panel Supporting Members.
		D.	Section 06100 - Rough Carpentry; Panel Supporting Members.
		E.	Section 08710 - Door Hardware.
		F.	Section 08800 - Glazing.
		G.	Section 09300 - Plaster and Gypsum Board.
		H.	Section 09900 - Paints and Coatings.
	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.	ASTM A 36 - Standard Specification for Carbon Structural Steel.
		B.	ASTM A 500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.
		C.	ASTM C 920 - Standard Specification for Elastomeric Joint Sealants.
		D.	ASTM C 1172 - Standard Specification for Laminated Architectural Flat Glass.
		E.	ASTM D 2000 - Standard Classification System for Rubber Products in Automotive Applications.
		F.	ASTM E 84 - Test method for the Surface Burning Characteristics of Building Materials.
		G.	ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials
		H.	Aluminum Association Standard AA DAF-45 - Designation System for Aluminum Finishes.
		I.	ANSI Z297.1 - Glazing material Used in Buildings, Safety Performance Specifications and methods of Test.
		J.	AWS D1.1 - Structural Welding Code-Steel.
		K.	GANA - Glass Association of North America - Glazing Manual.
		L.	NIJ Standard 0108.01 - (National Institute of Justice) Standard for Ballistic Resistant Protective Materials (September, 1985).
		M.	UL 752 - Standard for Bullet Resisting Equipment (January 27, 1995)
		N.	MIL-STD-622F - V50 Ballistic Test for Armor.
		O.	MIL-P-46593A - Numerical simulation of ballistic impact on composite laminates.
		P.	GSA TS01 - US General Services Administration Standard Test Method for Glazing and Window Systems Subject to Dynamic Overpressure Loadings; 2003.
		Q.	DOD UFC 4-010-01 - United Facilities Criteria (UFC) DOD Minimum Antiterrorism Standards for Buildings.
	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.	Submit shop drawings prepared by the manufacturer showing plans, sections, elevations, layouts, profiles and product component locations, including anchorage, bracing, fasteners, accessories and finishes.
			2.	Include dimensioned elevation of each type opening assembly in project; indicate sizes and locations of hardware, and lites if specified.
			3.	Schedule: Indicate each opening assembly in project; cross-referenced to plans, elevations, and details.
		D.	Calculations: Submit blast calculations by a qualified blast engineer to substantiate that the system design and anchorage meets or exceeds the minimum performance required.
		E.	Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.
		F.	Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties.
	1.5	QUALITY ASSURANCE
		A.	Manufacturer Qualifications: Company specializing in manufacturing products of the type specified with a minimum documented experience of five years.
		B.	Installer Qualifications: Company specializing in installation of products specified with minimum three years documented experience.
	** 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 finish are approved by Architect.
			3.	Refinish mock-up area as required to produce acceptable work.
			4.	Accepted mock-ups shall be comparison standard for remaining Work
		D.	Pre-installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, and manufacturer's installation instructions.
		E.	Coordination of Work: Coordinate layout and installation of components with other construction supported by, or penetrating through, ceilings, including light fixtures, HVAC equipment, fire-suppression system, and partitions.
	1.6	DELIVERY, STORAGE, AND HANDLING
		A.	Deliver materials in manufacturer's unopened, undamaged packaging, with manufacturer's labels intact.
		B.	Remove wraps or covers from windows and frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly.
		C.	Store products in manufacturer's unopened packaging until ready for installation.
		D.	Store panel assemblies, off the ground and on end, to prevent damage to face corners and edges.
		E.	Store assemblies covered to protect them from damage but permitting air circulation.
	1.7	SEQUENCING
		A.	Ensure that locating templates and other information required for installation of products of this section are furnished to affected trades in time to prevent interruption of construction progress.
		B.	Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.
	1.8	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: Armortex® Inc., which is located at: 5926 Corridor Pkwy. ; Schertz, TX 78154; Toll Free Tel: 800-880-8306; Tel: 210-661-8306; Email: request info; Web: www.armortex.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.
	** NOTE TO SPECIFIER ** Select the blast resistant components required from the following paragraphs as required for the project and delete those not required.
	2.2	BLAST RESISTANT COMPOSITE PANELS
		A.	Composite Panels: Armortex Bullet and Blast Protection Composite Panels. FRP composite panel manufactured using multiple layers of starch-oil woven roving ballistic grade fiberglass cloth impregnated with a thermoset polyester resin and compressed into flat rigid sheets.
			1.	Composite panels shall be of the "non ricochet type" intended to permit the encapture and retention of an attacking projectile lessening the potential of a random injury or lateral penetration.
			2.	Panels will meet ASTM E 119 one hour fire resistance when installed in a non-bearing steel stud wall with 5/8 inch fire code gypsum on the exterior and with 5/8 inch fire code gypsum over the FRP panel on the inside.
	** NOTE TO SPECIFIER ** Select UL or N.I.J. security levels as required. Delete the one not required.
			3.	Panels conforming to UL 752 Rating level as follows:
	** NOTE TO SPECIFIER ** Select one of the following security levels as required. Delete the security levels not required.
				a.	UL Level I: Armortex OF 100.
				b.	UL Level 2: Armortex OF 200.
				c.	UL Level 3: Armortex OF 300.
				d.	UL Level 4: Armortex OF 400.
				e.	UL Level 5: Armortex OF 500.
				f.	UL Level 6: Armortex OF 600.
				g.	UL Level 7: Armortex OF 700.
				h.	UL Level 8: Armortex OF 800.
			4.	Panels conforming to National Institute of Justice (N.I.J) 0108.01 Threat Level Rating as follows:
	** NOTE TO SPECIFIER ** Select one of the following security levels as required. Delete the security levels not required.
				a.	N.I.J Level I: Armortex A-1.
				b.	N.I.J Level IA-A: Armortex A-2.
				c.	N.I.J Level II: Armortex O.F.200.
				d.	N.I.J Level __: Armortex A-3.
				e.	N.I.J Level III-A: Armortex O.F.300.
				f.	N.I.J Level __: Armortex A-4.
				g.	N.I.J Level III: Armortex O.F. 400.
		B.	Frag-Stop Composite Panels: Armortex's Frag-Stop Composites are specially designed, manufactured and certified to give an enhanced level of protection against blast shrapnel and simultaneous multiple handgun attacks. Frag-Stop composite panels manufactured using multiple layers of starch-oil woven roving ballistic grade fiberglass cloth impregnated with a thermoset polyester resin and compressed into flat rigid sheets.
			1.	Composite panels shall be of the "non ricochet type" intended to permit the encapture and retention of an attacking projectile lessening the potential of a random injury or lateral penetration.
			2.	Panels Certified by the Southwest Research Institute using MIL-STD-622F (V-50) and MIL-P-46593A (Fragment Simulating Projectiles). Rating as follows:
	** NOTE TO SPECIFIER ** Select one of the following security levels as required. Delete the security levels not required.
				a.	FS-1: Minimum Thickness 0.29 inch (7.4 mm), Areal Density 2.90 psf, Projectile Type .22 calibers, Ballistic Limit 1690 fps.
				b.	FS-2: Minimum Thickness 0.46 inch (11.7 mm), Areal Density 4.80 psf, Projectile Type .30 caliber, Ballistic Limit 1690 fps.
				c.	FS-3: Minimum Thickness 0.77 inch (19.56 mm), Areal Density 7.80 psf, Projectile Type .50 caliber, Ballistic Limit 1690 fps.
	2.3	BLAST RESISTANT WINDOWS
		A.	Fixed Blast Resistant Steel Windows: Fabricated of minimum 16 gauge galvanized steel. All surfaces smooth. Glazing bite conforms to GANA guide lines.
			1.	Performance:
	** NOTE TO SPECIFIER ** Select one of the following two performance standards as required. Delete the one not required.
				a.	Windows shall conform to GSA-TS01, for Level 2 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
				b.	Windows shall conform to DOD UFC 4-010-01 Antiterrorism 1 Force Protection Construction Standards for low, medium or high level of protection and 6 psi-msec impulse, blast load.
			2.	Materials:
				a.	Steel plates, shapes and bars ASTM A 36.
				b.	Seamless steel structural tubing ASTM A 500.
			3.	Glass: Field glazed with laminated glass conforming to ASTM C 1172 consisting of two minimum 3 mm layers of clear, flat annealed transparent glass with a minimum 0.38 mm clear polyvinyl butyral interlayer. Glass clad polycarbonate may be used where blast protection is required. Glaze windows in accordance with GANA guide lines.
				a.	Silicone: Structural silicone GE SCS 1000 complies with ASTM C 920.
				b.	Setting blocks - Neoprene 80-85 durometer ASTM D 2000.
			4.	Finish: Prepare galvanized surfaces and coat with one coat of rust inhibitive primer. Topcoat with suitable high quality metal finish as specified in Section 09900 Painting.
		B.	Fixed Blast Resistant Aluminum Windows: Fabricated of extruded aluminum with a thermal break between the interior and exterior surfaces. All surfaces smooth. Glazing bite conforms to GANA guide lines.
			1.	Performance:
	** NOTE TO SPECIFIER ** Select one of the following two performance standards as required. Delete the one not required.
				a.	Windows shall conform to GSA-TS01, for Level 2 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
				b.	Windows shall conform to DOD UFC 4-010-01 Antiterrorism 1 Force Protection Construction Standards for low, medium or high level of protection and 6 psi-msec impulse, blast load.
			2.	Materials:
				a.	Aluminum Extrusions: Aluminum alloy and temper 6005-T5. Ultimate tensile strength of 37.7 ksi, and shear strength of 29.7 ksi.
			3.	Glass: Field glazed with laminated glass conforming to ASTM C 1172 consisting of two minimum 3 mm layers of clear, flat annealed transparent glass with a minimum 0.38 mm clear polyvinyl butyral interlayer. Glass clad polycarbonate may be used where blast protection is required. Glaze windows in accordance with GANA guide lines.
				a.	Silicone: Structural silicone GE SCS 1000 complies with ASTM C 920.
				b.	Setting blocks - Neoprene 80-85 durometer ASTM D 2000.
	2.4	BLAST, FORCED ENTRY AND BULLET RESISTANT WINDOWS
		A.	Fixed, Thermally Broken, Blast Resistant, Aluminum Windows: Amortex 625 BL Thermally Broken Aluminum Blast Mitigation Window, 42 psi Maximum Blast. Fabricated of extruded aluminum with a thermal break between the interior and exterior surfaces. All surfaces smooth with no exposed fasteners.
			1.	Performance:
				a.	Windows shall conform to GSA-TS01 for the following level of Dynamic Overpressure Loading protection:
	** NOTE TO SPECIFIER ** Select one of the following performance standards as required. Delete those not required.
					1)	Level 1 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					2)	Level 2 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					3)	Level 3a Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					4)	Level 3b Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					5)	Level 4 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					6)	Level 5 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
				b.	Windows shall conform to DOD UFC 4-010-01 Antiterrorism Force Protection Construction Standards for the following level of protection:
	** NOTE TO SPECIFIER ** Select one of the following performance standards as required. Delete those not required.
					1)	Low level of protection.
					2)	Medium level of protection.
					3)	High level of protection.
			2.	Frame:
				a.	Size: Face 2-1/2 inch and 6 inches deep.
				b.	Material: Extruded aluminum, alloy and temper 6005-T6. Ultimate tensile strength of 37.7 ksi, and shear strength of 29.7 ksi.
				c.	Thermal Break: Continuous structural urethane thermal barrier around the entire perimeter of the frame that shall not be bridged by any metal conductor at any point. Thermally "improved" frames are not acceptable.
				d.	Glazing Cavity: Minimum of 1.75 inch deep and 2.875 wide.
			3.	Glass: Field glazed with laminated glass conforming to ASTM C 1172 and conforming to the level of protection specified. Glazing shall be:
				a.	Clear, flat annealed transparent laminated glass.
				b.	Insulated clear, flat annealed transparent laminated glass.
				c.	Insulated clear, flat annealed low E laminated glass.
			4.	Glazing: Glaze windows in accordance with GANA guide lines.
				a.	Silicone: Structural silicone Dow Corning 995 complying with ASTM C 920.
				b.	Setting Blocks: Neoprene in strict compliance with ASTM C 509 Type II option and ASTM C 864 with a 80-85 shore "A" durometer as tested under ASTM D 2000.
			5.	Anchors: Provide as required to suit the protection level specified.
		B.	Fixed, Thermally Broken, Bullet Resistant Blast Mitigation, Aluminum Windows: Amortex 625 BR/BL Thermally Broken Aluminum Bullet Resistant / Blast Mitigation Window, Up to 30 Caliber Armor Piecing and 42 psi Maximum Blast. Fabricated of extruded aluminum with a thermal break between the interior and exterior surfaces. All surfaces smooth with no exposed fasteners.
			1.	Performance:
				a.	Windows shall conform to GSA-TS01 for the following level of Dynamic Overpressure Loading protection:
	** NOTE TO SPECIFIER ** Select one of the following performance standards as required. Delete those not required.
					1)	Level 1 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					2)	Level 2 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					3)	Level 3 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					4)	Level 4 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					5)	Level 5 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					6)	Level 6 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					7)	Level 7 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
					8)	Level 8 Protection with a 6 psi pressure, 40 psi-msec impulse, blast load.
				b.	Windows shall conform to DOD UFC 4-010-01 Antiterrorism Force Protection Construction Standards for the following level of protection:
	** NOTE TO SPECIFIER ** Select one of the following performance standards as required. Delete those not required.
					1)	Very Low level of protection.
					2)	Low level of protection.
					3)	Medium level of protection.
					4)	High level of protection.
				c.	Windows shall conform to NIJ 0108.01 Standard for the following level of protection:
	** NOTE TO SPECIFIER ** Select one of the following performance standards as required. Delete those not required.
					1)	Level I.
					2)	Level II.
					3)	Level IIIa.
					4)	Level III.
					5)	Level IV.
			2.	Frame:
				a.	Size: Face 2-1/2 inch and 6 inches deep.
				b.	Material: Extruded aluminum, alloy and temper 6005-T6. Ultimate tensile strength of 37.7 ksi, and shear strength of 29.7 ksi.
				c.	Thermal Break: Continuous structural urethane thermal barrier around the entire perimeter of the frame that shall not be bridged by any metal conductor at any point. Thermally "improved" frames are not acceptable.
				d.	Glazing Cavity: Minimum of 1.75 inch deep and 2.875 wide.
			3.	Glass: Field glazed with laminated glass conforming to ASTM C 1172 and conforming to the level of protection specified. Glazing shall be:
				a.	Clear, flat annealed transparent laminated glass.
				b.	Insulated clear, flat annealed transparent laminated glass.
				c.	Insulated clear, flat annealed low E laminated glass.
			4.	Glazing: Glaze windows in accordance with GANA guide lines.
				a.	Silicone: Structural silicone Dow Corning 995 complying with ASTM C 920.
				b.	Setting Blocks: Neoprene in strict compliance with ASTM C 509 Type II option and ASTM C 864 with a 80-85 shore "A" durometer as tested under ASTM D 2000.
			5.	Anchors: Provide as required to suit the protection level specified.
	** NOTE TO SPECIFIER ** Select the finish required from the following paragraphs as required for the project and delete the finishes not required.
	2.5	FACTORY FINISH
		A.	Provide aluminum finishes in accordance with Aluminum Association Standard AA DAF-45.
	** NOTE TO SPECIFIER ** Select one of the following 4 paragraphs for the finish required for the project and delete the finishes not required.
		B.	Clear Anodized Aluminum Surfaces: 204-R1 Class-II anodized aluminum coating.
		C.	Dark Bronze Color Anodized Aluminum Surfaces: 313-R1 Class-II Dark Bronze anodized aluminum coating.
		D.	Other Anodized Color: _________________.
		E.	Painted Aluminum Surfaces: As fabricated mechanical finish, chemically cleaned, and prepared for applied coating; with organic coating.
	** NOTE TO SPECIFIER ** Select one of the following 2 paragraphs for the coating finish required and delete the finish not required.
			1.	Organic Coating:
	** NOTE TO SPECIFIER ** Select one of the following paragraphs for the organic finish required and delete the one not required.
				a.	Manufacturer's standard power coat finish.
				b.	Thermosetting modified acrylic enamel.
			2.	High Performance Organic Coating:
				a.	Fluoropolymer coating system with minimum 70 percent polyvinylidene fluoride resin.
			3.	Color:
	** NOTE TO SPECIFIER ** Select one of the following color paragraphs and delete those not required.
				a.	As selected from manufacturer's standard range.
				b.	Custom color as selected by the Architect.
				c.	To match glazed aluminum curtain wall.
	2.6	FABRICATION
		A.	All welds shall be in accordance with the requirements and standard practices of the American Welding Society. All exposed welds shall be ground flush and finished smooth.
		B.	Fasteners where exposed will be stainless or other non-corrosive material.
	PART 3	EXECUTION
		A.	Do not begin installation until openings and installing surfaces have been properly prepared.
		B.	Verify openings are in accordance with approved shop drawings
		C.	Verify that all supports have been installed in accordance with the Drawings.
		D.	If preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
	3.1	PREPARATION
		A.	Clean surfaces thoroughly prior to installation.
		B.	Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
	3.2	INSTALLATION
		A.	Install in accordance with manufacturer's instructions and requirements of UL 752.
		B.	Install all equipment plumb, level, rigid and in true alignment.
		C.	Set equipment in accordance with the manufacturer's printed recommendations. Use proper anchoring devices for the material to be anchored to. All exposed anchor holes shall be used for anchoring.
		D.	Install fire-rated assemblies in accordance with NFPA 80.
		E.	Bullet Resistant Fiberglass panels can be installed using an industrial adhesive, mastic, screws or bolts. Method of application shall maintain the bullet resistive rating at junctures with the concrete floor slab, concrete roof slab, bullet resistive door frames, bullet resistive window frames, and all required penetrations.
			1.	All joints reinforced by a back-up layer of bullet resistive material.
			2.	Bullet resistance of the joint, as reinforced, shall be at least equal to that of the panel.
			3.	Minimum width of reinforcing layer at joint shall be 4 inches (2 inches on each panel or a 2 inch minimum overlap).
		F.	Install hardware as specified in Section
		G.	08710 in accordance with the hardware manufacturer's recommendations and templates.
		H.	Field painting is specified in Section 09900.
		I.	Installation tolerances: Do not exceed the following installation tolerances:
			1.	Squareness: Plus or minus 1/16 inch (1.6 mm) measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb.
			2.	Alignment: Plus or minus 1/16 inch (1.6 mm) measured on jambs on a horizontal line parallel to the plane of the wall.
			3.	Twist: Plus or minus 1/16 inch (1.6 mm) measured at face corners of jambs on parallel lines perpendicular to the plane of the wall.
			4.	Plumb: Plus or minus 1/16 inch (1.6 mm) measured on the jamb at the floor.
	3.3	INSPECTION AND CLEANING
		A.	Verify that installation is complete and complies with requirements and manufacturer's instructions to provided specified blast resistance level, correcting deficiencies if any exist.
		B.	Clean glass and anchoring accessories following installation. Remove excess sealants and other glazing materials from adjacent finished surfaces.
		C.	Remove labels and protective covers.
	3.4	PROTECTION
		A.	Protect installed products until completion of project.
		B.	Touch-up, repair or replace damaged products before Substantial Completion.
	3.5	SCHEDULES
	** NOTE TO SPECIFIER ** Retain Paragraph below if required to suit project requirements. Identify products by name on the Drawings or use this paragraph to define the location of each type of material to be used. The following are some examples of schedule references. Edit as required to suit project or delete and identify products on the Drawings.
		A.	:
		B.	:
	END OF SECTION