The ONLY Fast Cure ICC-ES Listed Adhesive for Water-filled Holes and Submerged Concrete

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1 ADHESIVE ANCHORING SPECIALISTS DESCRIPTION Fast Curing The ONLY Fast Cure ICC-ES Listed Adhesive for Water-filled Holes and Submerged Concrete The resin and hardening agent are completely mixed as they are dispensed from the dual cartridge through a static mixing nozzle, directly into the anchor hole. can be used with threaded rod or rebar. It s the go to adhesive on the jobsite to cover installations in ALL WEATHER CONDITIONS! ADVANTAGES Saturated - Concrete is wet, but there is no water standing in the hole Water Filled - Concrete is wet and there is water standing in the hole Submerged - Concrete is competely under water n All weather formula n Works in damp holes and underwater applications n Fast curing time, 0 minutes at 70 F n ICC-ES Evaluation Report No. 08 n NSF Listed n High flow nozzle reduces installation time n Fast & easy dispensing, even 8 ounce cartridge can be hand dispensed n Compatible with A7 installation tools & nozzles Curing Times -0-8 APPLICATIONS / USES n Formulated and approved for use in water saturated concrete, water-filled holes, & submerged concrete. n Can be installed in a variety of base material temperatures. n Adheres threaded rod and reinforcing bar into solid concrete. CONCRETE (F ) ADHESIVE (F ) GEL TIME FULL CURE TIME 0 0 minute 0 minutes minutes 0 minutes minutes 0 minutes 0 0 minutes minutes 0 0 minutes hours 0 0 minutes hours minutes hours Spacing and Edge Distance NOMINAL ANCHOR DIAMETER (IN.) MINIMUM SPACING (IN.) MINIMUM EDGE DISTANCE (IN.) /8 / / / -/ -/ /8 -/ -/ / 7/8 -/ -/ -/ Call our toll free number or visit our web site for the most

2 INSTALLATION STEPS APPROVALS/LISTINGS PSI: 0 min/00 max. x s x s 0% ICC-ES ESR 08 for Cracked, Uncracked, and all Seismic Zones Florida x s Building Code IBC 00/009/0/0 Compliant NSF/ANSI Standard ASTM C88 Type I, II,IV & V; Grade, Class A,B, & C with the exception of gel time (Class C only) PSI: 0 min/00 max. For the most current approvals/listings visit: APPLICATIONS PSI: 0 min/00 max. x s x s 0% Water Treatment Facilities * Damp, submerged and underwater applications require x s air, x s brushing and x s air The fast dispensing, fast curing properties of make it ideal for repetitive installation processes. Subway /Tunnel Systems dispenses so quickly and rebar inserts so easily that contractors find installed costs are lower than many other products including grout for doweling. Call our toll free number or visit our web site for the most

3 8 fl. oz. Ordering Information PART NUMBER DESCRIPTION BOX QTY PART NUMBER DESCRIPTION BOX QTY Fluid Ounce Cartridge Hand Dispenser for -8 S Mixing Nozzle for -8 Cartridge Nozzle diameter fits holes for /8 diameter & larger anchors (overall length of nozzle 0 ) A0 High Flow Mixing Nozzle for -8 Cartridge Nozzle diameter fits holes for /8 diameter & larger anchors (overall length of nozzle 9-/ ) Pneumatic Dispenser for -8 EXT High Flow Mixing Nozzle Extension for (overall length of extension 9-/ ) A00 ESTIMATING TABLE 8 Fluid Ounce Cartridge Number of Anchoring Installations per Cartridge* Using Reinforcing Bar with Adhesive in Solid Concrete REBAR DRILL EMBEDMENT DEPTH IN INCHES (mm) HOLE DIA INCHES (.) (0.8) (7.) (0.) (7.0) (.) (77.8) (0.) (8.) (.0) (79.) (0.8) (0.) (.) (8.0) # 7/ # / # / # 7/ # # 8 -/ # 9 -/ # 0 -/ # -/ * The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste. ESTIMATING TABLE 8 Fluid Ounce Cartridge Number of Anchoring Installations per Cartridge* Using Threaded Rod with Adhesive in Solid Concrete ROD DRILL EMBEDMENT DEPTH IN INCHES (mm) In. (mm) HOLE DIA INCHES (.) (0.8) (7.) (0.) (7.0) (.) (77.8) (0.) (8.) (.0) (79.) (0.8) (0.) (.) (8.0) / (.) / /8 (9.) 7/ / (.7) 9/ /8 (.9) / / / (9.) / / /8 (.) / (.) -/ / / (.8) -/ / * The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste. Call our toll free number or visit our web site for the most

4 0 fl. oz. Ordering Information PART NUMBER DESCRIPTION BOX QTY 9. Fluid Ounce Cartridge with nozzle -0 AS Additional Mixing Nozzle for -0 Cartridge Nozzle diameter fits holes for /8 diameter & larger holes (overall length of nozzle 7-/8 ) Hand Dispenser for -0 (: Thrust Ratio) A00 Refer to page for ordering information on brushes, hole plugs, and extension tubing for deep holes. PACKAGING. Disposable, self-contained cartridge system capable of dispensing both components in the proper mixing ratio. Components dispensed through a static mixing nozzle that thoroughly mixes the material and places the material at the base of the pre-drilled hole. Cartridge markings: Include manufacturer s name, batch number and best-used-by date, mix ratio by volume, hazard classification (OSHA), and appropriate ANSI handling precautions SUGGESTED SPECIFICATIONS HYBRID EPOXY ADHESIVE: Fast Cure HYBRID EPOXY ADHESIVE: USA Made, ARRA Certified. Two component hybrid epoxy adhesive, non-sag paste, moisture insensitive when cured, dark gray in color, fast cure time.. Meets NSF Standard, certified for use in conjunction with drinking water systems.. Works in wet, damp, submerged holes.. Shelf life: Best if used within months.. All weather formula ( min. at 0 F).. Dispenses easier and faster. 7. Dispenses and cures faster in cold weather, but works in hot weather. 8. For use in 0 F concrete with 0 F adhesive. 9. Formula for use in solid materials.. Quick insertion time = less labor cost. ESTIMATING TABLES 0 Fluid Ounce Cartridge Number of Anchoring Installations per Cartridge* Using Reinforcing Bar and Threaded Rod with Adhesive in Solid Concrete REBAR DRILL EMBEDMENT DEPTH IN INCHES (mm) HOLE DIA. 8 INCHES (0.8) (0.) (.) (0.) # 7/ # /8 0 # / 8 # 7/ # # 8 -/ * The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste. ROD DRILL EMBEDMENT DEPTH IN INCHES (mm) In (mm) HOLE DIA. 8 0 INCHES (0.8) (0.) (.) (0.) (.0) /8 (9.) 7/ / (.7) 9/ /8 (.9) / 9 / 7. / (9.) / 7 7 7/ /8 (.) / 7 7. (.) -/ / Call our toll free number or visit our web site for the most

5 PERFORMANCE TABLE Adhesive Anchor Bond Strength for Threaded Rod,, CHARACTERISTIC SYMBOL UNITS NOMINAL ROD DIAMETER (inch) /8 / /8 / 7/8 -/ Anchor embedment depth - minimum h ef in -/8 -/ -/ -/ Anchor embedment depth - maximum h ef in 7-/ 0 -/ 7-/ 0 Range A Range B, Characteristic Bond Strength for Uncracked Concrete t k,uncr psi,,,,,,,8 Characteristic Bond Strength for Cracked Concrete t k,cr psi Characteristic Bond Strength for Uncracked Concrete t k,uncr psi,,,,,,,8 Characteristic Bond Strength for Cracked Concrete t k,cr psi Bond strength values correspond to concrete compressive strengths ranging from,00psi to 8,000psi range A: Maximum short term temperature of 0 o F and maximum long term temperature of 0 o F range B: Maximum short term temperature of 7 o F and maximum long term temperature of 0 o F For load combinations consisting of only short-term loads, such as wind or seismic loads, bond strengths may be increased by % for Range C Reference Table for Bond Strength Reduction Factors (table on pg. 8) Per ICC-ES ESR-08, calculate steel, concrete breakout, and bond strength, determine the controlling resistance strength in tension. PERFORMANCE TABLE,, 7 Adhesive Anchor Bond Strength for Reinforcing Bar CHARACTERISTIC SYMBOL UNITS Reinforcing Bar # # # # #7 #8 #0 Anchor embedment depth - minimum h ef in -/8 -/ -/ -/ Anchor embedment depth - maximum h ef in 7-/ 0 -/ 7-/ 0 Range A Range B, Characteristic Bond Strength for Uncracked Concrete t k,uncr psi,00,00,00,00,00,00 9 Characteristic Bond Strength for Cracked Concrete t k,cr psi Characteristic Bond Strength for Uncracked Concrete t k,uncr psi,0,0,0,0,0,0 9 Characteristic Bond Strength for Cracked Concrete t k,cr psi Bond strength values correspond to concrete compressive strengths ranging from,00psi to 8,000psi Per ASTM A Grade 0 range A: Maximum short term temperature of 0 o F and maximum long term temperature of 0 o F range B: Maximum short term temperature of 7 o F and maximum long term temperature of 0 o F For load combinations consisting of only short-term loads, such as wind or seismic loads, bond strengths may be increased by % for Range C Reference bond strength reduction factors (table on pg ) 7 Per ICC-ES ESR-08, calculate steel, concrete breakout, and bond strength, determine the controlling resistance strength in tension. Call our toll free number or visit our web site for the most 7

6 PERFORMANCE TABLE Bond Strength Reduction Factors for Threaded Rod & Reinforcing Bars, NOMINAL ROD DIAMETER (inch) CHARACTERISTIC SYMBOL # /8 # / # /8 # / #7 7/8 #8 #0 -/ Continuous Inspection Periodic Inspection Strength Reduction Factor - Dry Concrete Φ dry, ci Strength Reduction Factor - Saturated Concrete Φ sat, ci Strength Reduction Factor - Water-Filled Holes Φ wf, ci Strength Reduction Factor -Submerged Concrete Φ sub, ci Strength Reduction Factor - Dry Concrete Φ dry, pi Strength Reduction Factor - Saturated Concrete Φ sat, pi Strength Reduction Factor - Water-Filled Holes Φ wf, pi Strength Reduction Factor -Submerged Concrete Φ sub, pi Reduction factor for seismic tension α N,seis Φ reduction factors must be applied to calculated adhesive design loads For structures assigned to IBC or IRC Seismic Design Category C,D, E, or F, or UBC Seismic Zone B,, or, bond strength values must be multiplied by α N,seis Inspections per 009 IBC Section 70. PERFORMANCE TABLE Threaded Rod Strength Design Tension Load Estimation Table, THREADED ROD DIAMETER (inches) /8 / /8 / 7/8 -/ EFFECTIVE EMBEDMENT DEPTH (IN) Tabulated values are for estimation purposes only and should not be used for design Tabulated values represent design strengths per ACI 8 for a single anchor in adequate concrete thickness, not near an edge nor adjacent anchorage, not for sustained nor seismic loading, Condition B Range A (maximum long term temperature 0 F, maximum short term temperature 0 F) Range B (maximum long term temperature 0 F, maximum short term temperature 7 F) Bond strengths are for dry concrete with continuous or periodic inspection Concrete compressive strength of,000 psi 7 Steel tensile strength of,000 psi (ASTM A9 Grade B7) TEMPERATURE RANGE A TEMPERATURE RANGE B UNCRACKED CONCRETE (lbf) CRACKED CONCRETE (lbf) UNCRACKED CONCRETE (lbf) CRACKED CONCRETE (lbf), 998, 97,9,99,77,9 7,8,99 7,8,870,79,8,79, 8,0,70 7,878, 0,0 7,09,0 7,0,7,778,7,,0,7,87,7,88,,88 0,,,,, 7 7,8,8 7,00,,79 8,7,07 7,88 7,89,9 7,89,7 9,89,7,87,087 7,8,8,8,8 7,89,9 7,89,9 9,9,0,9,8 0,78,0,78 0,97,0,,0,0 7,90,,09,0 90,8,78 7,,0 FAILURE MODE BOND CONCRETE STEEL 7 8 Call our toll free number or visit our web site for the most

7 PERFORMANCE TABLE ROD DIAMETER (inches) /8 / /8 / 7/8 / EFFECTIVE EMBEDMENT DEPTH (IN) Tabulated values are for estimation purposes only and should not be used in design Tabulated values represent design strengths per ACI 8 for a single anchor in adequate concrete thickness, not near an edge nor adjacent anchorage, not for sustained nor seismic loading, Condition B. Range A (maximum long-term temperature 0 o F, maximum short-term temperature 0 o F) Range B (maximum long-term temperature 0 o F, maximum short-term temperature 7 o F) Bond strengths are for dry concrete with continuous or periodic inspection Concrete compressive strength of,000 psi 7 Steel tensile strength of 90,000 psi (ASTM Grade 0) NOMINAL THREADED ROD ANCHOR DIAMETER (inches) /8 / /8 / 7/8 -/ Tabulated values are for estimation purposes only and should not be used for design Tabulated values represent design strengths per ACI 8 for a single anchor in adequate concrete thickness, not near an edge nor adjacent anchorage, not for sustained nor seismic loading, Uncracked Concrete, Condition B Range A (maximum long-term temperature 0 o F, maximum short-term temperature 0 o F) Bond strengths are for dry concrete with continuous or periodic inspection Concrete compressive strength of,000 psi Steel tensile strength of,000 psi (ASTM A9 Grade B7) Reinforcing Bar Strength Design Tension Load Estimation Table, TEMPERATURE RANGE A TEMPERATURE RANGE B UNCRACKED CONCRETE (lbf) CRACKED CONCRETE (lbf) UNCRACKED CONCRETE (lbf) CRACKED CONCRETE (lbf),8 77, 7,8,9,7,8,0,,80,,,7,,078,,87,78,9 0,, 0,7,88,0,,0,0 8,9,09 8,07,,88 8,8, 8,,90,,9, 7,,9,0,8,0,9 0,97,09 7,88, 7,9, 9 7,80 9,77,9 9,70 7,9 8,9,999 7,700 7,89,9 7,89,70 9 0,0,8 9, 0,709 0,90,89,0,798,0 7,,0,8 9,7 7, 7,9,79 0,78, 8,, FAILURE MODE BOND CONCRETE STEEL 7 Strength Design Tension and Shear Load Estimation Table, EFFECTIVE EMBEDMENT DEPTH (IN) DESIGN TENSION ΦN N (LBF.) DESIGN SHEAR ΦV N (LBF.),,,9,9 7,8,9,79,00 8,0,9 0,0,9,7,07,0,07,88,07, 7, 7 7,8,08,79,08 7,89 7,000 9,89,09 7,8,09 7,89 7,000 9,9 9,9 0,78 9,9,0,79 7,90 7, 90,8 7, KEY BOND, CONCRETE STEEL Call our toll free number or visit our web site for the most 9