C6+ High Strength Epoxy for All. conditions. One product for most environmental conditions and weather conditions. Curing Times

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1 ADHESIVE ANCHORING SPECIALISTS High Strength Epoxy for All Conditions DESCRIPTION/SUGGESTED SPECIFICATIONS* One product for most environmental conditions and weather conditions Design and use with confidence with Epcon featuring 5% greater bond strength than the closest competition in 70 cracked concrete, and better performance in dry, saturated and water filled conditions. ADVANTAGES n Higher average bond strength than competition in cracked concrete n Excellent performance in diamond cored and oversized holes. n Better performance in dry, saturated, and waterfilled conditions. *Suggested Specifications see page n Safe & durable to use at job sites (cartridges vs. sausage packs) n Simplifies specification process by providing a comprehensive list of rd-party approvals n -month shelf life. Curing Times BASE MATERIAL WORKING FULL (F /C ) TIME CURE TIME 0 / 0 minutes hours 95 / 5 minutes hours 8 / 0 minutes 5 hours 77 / 5 8 minutes hours 7 / minutes 7 hours 59 / 5 5 minutes 8 hours 50 / 0 0 minutes hours 0 /. 0 minutes hours For concrete temperatures between 0-50 F. Adhesive must be maintained at a minimum of 50 F during installation. Working time is max time from the end of mixing to when the insertion of the threaded rod or rebar into the adhesive shall be completed. INSTALLATION STEPS PSI: 50 min/00 max. x s x s PSI: 50 min/00 max. x s 5 0% *Water saturated concrete and water-filled hole applications require x s air, x s brushing, and x s air

2 Epcon APPROVALS/LISTINGS n ICC-ES ESR Report No. 577, approved for Cracked, Uncracked, and all Seismic Zones (A~F) n Florida Building Code n IBC 00/00/009/0 n IRC 00/00/009/0 n NSF/ANSI For the most current approvals/listings visit: *nozzle included in purchase Selection Guide Tools Cartridges Nozzles E0-v Dispenser S55 Nozzle 0oz.* S75 Nozzle E0 PneumaticDispenser S75EXT Nozzle A00 Dispenser 0oz.* A5 Nozzle Product Category Part No. Description Carton Qty Epcon Epoxy Epcon 0 fl. Oz cartridge CP-0 Epcon 0 fl. oz cartridge Epcon 0 fl. Oz cartridge Mixing Nozzles CP-0 Epcon 0 fl. oz cartridge, installs with 0oz. dispensing tool Mixing Nozzle AS Mixing Nozzle for CP-0 Mixing Nozzle S55 Mixing Nozzle for CP-0 High Flow Mixing Nozzle Mixing Nozzle Extension Dispensing Guns S75 S75EXT High Flow Nozzle for CP-0 (for 5/8" diameter hole or larger) Nozzle Extension For S75 High Flow Nozzle Dispensing Gun - 0 oz. A00 Manual Dispenser for CP-0 Dispensing Gun - 0 oz. E0-V Manual Dispenser for CP-0 Pneumatic Dispensing Gun - 0 oz. E0 Pneumatic Dispenser for CP-0 Piston Plug Piston plugs for deep embedment installations greater than 0 PL-58 PL-780 PL-50 Piston Plug for 5/8" and ¾" diameter anchors Piston Plug for 7/8" and " diameter anchors Piston Plug for -/" diameter anchors Wire Brushes Part No. Anchor Dia. Rebar Drill Bit Dia. Brush Dia. Overall Length Qty /8" Diameter Brush SB08 /8" No. 7/" 5/8" -7/8" /" Diameter Brush SB0 /" No. 9/" /" -7/8" 5/8" Diameter Brush SB058 5/8" No.5 /" " -7/8" /" Diameter Brush SB0 /" No. 7/8" -/" -7/8" 7/8" Diameter Brush SB078 7/8" No. 7 " -/" 5-/8" " Diameter Brush SB00 " No.7 -/8" -5/8" 5-/" -/" Diameter Brush SB5 -/" No. 0 -/8" -/" 5-/" Brush Extension ESDS-8 Wire brush " usable extension with SDS+ adaptor Brush Extension EHAN-8 Wire brush " usable extension with T-Handle Hole Plugs Part No. Hole Diameter Qty /8" Diameter Hole Plug E08 7/" 5 /" Diameter Hole Plug E0 9/" 5 5/8" Diameter Hole Plug E058 /" 0 /" Diameter Hole Plug E0 7/8" 0 7/8" Diameter Hole Plug E078 " 0 " Diameter Hole Plug E00 -/8" 0 SB08 - /8 Diameter Brush E08 - /8 Diameter Hole Plug

3 ESTIMATING TABLES CP-0 0 Fluid Ounce Cartridge Using Reinforcing Bar with Adhesive in Solid Concrete REBAR DRILL EMBEDMENT DEPTH IN INCHES (mm) HOLE DIA INCHES (5.) (50.8) (7.) (0.) (7.0) (5.) (77.8) (0.) (8.) (5.0) (79.) (0.8) (0.) (55.) (8.0) # 7/ # 5/ # 5 / # 7/ # 7 -/ # 8 -/ # 9 -/ # 0 -/ # -/ CP-0 0 Fluid Ounce Cartridge Using Threaded Rod with Adhesive in Solid Concrete ROD DRILL EMBEDMENT DEPTH IN INCHES (mm) In. (mm) HOLE DIA INCHES (5.) (50.8) (7.) (0.) (7.0) (5.) (77.8) (0.) (8.) (5.0) (79.) (0.8) (0.) (55.) (8.0) / (.) 5/ /8 (9.5) 7/ / (.7) 9/ /8 (5.9) / / (9.) 7/ /8 (.) (5.) -/ / (.8) -/ REBAR DRILL EMBEDMENT DEPTH IN INCHES (mm) HOLE DIA INCHES (5.) (50.8) (7.) (0.) (7.0) (5.) (77.8) (0.) (8.) (5.0) (79.) (0.8) (0.) (55.) (8.0) # 7/ # 5/ # 5 / # 7/ # 7 -/ # 8 -/ # 9 -/ # 0 -/ # -/ ROD CP-0 0 Fluid Ounce Cartridge CP-0 0 Fluid Ounce Cartridge DRILL HOLE DIA. INCHES (5.) (50.8) (7.) Using Reinforcing Bar with Adhesive in Solid Concrete Using Threaded Rod with Adhesive in Solid Concrete (0.) 5 (7.0) (5.) EMBEDMENT DEPTH IN INCHES (mm) 7 (77.8) / (.) 5/ /8 (9.5) 7/ / (.7) 9/ /8 (5.9) / / (9.) 7/ /8 (.) (5.) -/ / (.8) -/ (0.) 9 (8.) 0 (5.0) (79.) (0.8) (0.) (55.) 5 (8.0)

4 PACKAGING. Disposable, self-contained cartridge system capable of dispensing both epoxy components in the proper mixing ratio. Epoxy components dispensed through a static mixing nozzle that thoroughly mixes the material, and places the epoxy 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, ANSI hazard classification, and appropriate ANSI handling precautions SUGGESTED SPECIFICATIONS EPOXY ADHESIVE High Strength EPOXY ADHESIVE:. Two component resin and hardener, non-sag paste, insensitive to moisture, grey in color, suitable for extreme temperature ranges, for all conditions or substrate materials.. Meets NSF Standard, certified for use in conjunction with drinking water systems.. Works in wet, damp, and submerged hole.. Extended Shelf life: Best if used within years. 5. Oversized and/or diamond cored holes permitted. PERFORMANCE TABLE Bond Strength Design Information For Fractional Threaded Rod,7 Design Information Symbol Units Nominal Threaded Rod Diameter /8 / 5/8. 7/8 -/ Minimum Effective Installation Depth h ef,min in -5/8 -/ -/ 5 mm Maximum Effective Installation Depth h ef,max in 7-/ 0 -/ 5 7-/ 0 5 Range A,,5 Range B,,5 Range C,,5 Permissible Installation Conditions mm psi,50 Uncracked Concrete τ k,uncr N/mm 9. psi,50,090, τ k,cr N/mm psi,00 Uncracked Concrete τ k,uncr N/mm 7. psi N/mm Uncracked Concrete τ k,uncr psi 75 N/mm 5.0 psi N/mm Water-saturated Concrete Φws 0.55 Periodic Submerged Concrete Φsub 0.55 Continuous Water-saturated Concrete Φws Submerged Concrete Φsub Bond Strength Design Information For Fractional Reinforcing Bar,7 Design Information Symbol Units Nominal Threaded Bar Diameter No. No. No. 5 No. No. 7 No. 8 No. 0 Minimum Effective Installation Depth h ef,min in -5/8 -/ -/ 5 mm Maximum Effective Installation Depth h ef,max in 7-/ 0 -/ 5 7-/ 0 5 Range A,,5 Range B,,5 Range C,,5 Permissible Installation Conditions mm psi,50 Uncracked Concrete τ k,uncr N/mm 9. psi,50,090, τ k,cr N/mm psi,00 Uncracked Concrete τ k,uncr N/mm 7. psi N/mm psi 75 Uncracked Concrete τ k,uncr N/mm 5.0 psi N/mm Water-saturated Concrete Φws 0.55 Periodic Submerged Concrete Φsub 0.55 Continuous Water-saturated Concrete Φws Submerged Concrete Φsub For Sl: inch= 5. mm, in. = 5. mm, lb = kn Bond strength values correspond to concrete compressive strength f c =,500 psi. Bond strength values must not be increased for increased concrete compressive strength. Range A= Maximum Long Term : 0 F ( C); Maximum Short Term : 0 F (55 C) Range B= Maximum Long Term : 0 F ( C); Maximum Short Term : F (7 C) Range C = Maximum Long Term : 0 F ( C); Maximum Short Term : 7 F (80 C)5Short-term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long-term concrete temperatures are roughly constant over significant periods of time. The tabulated value of applies when the load combinations of Section 05. of the IBC, or ACI 8 Section 9. are used in accordance with ACI 8 D... If the load combinations of ACI 8 Appendix Care used, the appropriate value of Φ must be determined in accordance with ACI8 D... 7 For sustained loads, bond strengths must be multiplied by See ICC-ES ESR 577 for further design information in accordance with ACI 8 For 5: inch= 5. mm, in. = 5. mm, lb = kn Bond strength values correspond to concrete compressive strength f c =,500 psi. Bond strength values must not be increased for increased concrete compressive strength. Range A= Maximum Long Term : 0 F ( C); Maximum Short Term : 0 F (55 C) Range B =Maximum Long Term : 0 F ( C); Maximum Short Term : F (7 C) Range C =Maximum Long Term : 0 F ( C); Maximum Short Term : 7 F (80 C) 5 Short-term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long-term concrete temperatures are roughly constant over significant periods of time. The tabulated value of applies when the load combinations of Section 05. of the IBC, or ACI 8 Section 9. are used in accordance with ACI 8 D... If the load combinations of ACI 8 Appendix Care used, the appropriate value of Φ must be determined in accordance with ACI 8 D... 7 For sustained loads, bond strengths must be multiplied by See ICC-ES ESR 577 for further design information in accordance with ACI 8

5 PERFORMANCE TABLE PERFORMANCE TABLE Average Ultimate Tension and Shear Loads,, for Threaded Rod Installed in Grout Filled Concrete Block THREADED DRILL HOLE EMBEDMENT ANCHOR ULTIMATE ULTIMATE ROD DIA. DIAMETER DEPTH LOCATION TENSION SHEAR In. (mm) In. (mm) In. (mm) Lbs. (kn) Lbs. (kn) /8 (9.5) 7/ (.) (7.) GROUTED CELL,8 (.) N/A / (.7) 5/8 (5.9) (7.) GROUTED CELL,95 (.0) N/A / (.7) 5/8 (5.9) (5.) GROUTED CELL 8, (.5) N/A 5/8 (5.9) / (9.) 5 (7.0) GROUTED CELL 7,55 (.7) N/A / (9.) 7/8 (.) (5.) Note 7,0 (77.) 9,588 (87.) / (9.) 7/8 (.) (5.) Note 7,0 (77.) 8,8 (8.) Anchor can be located in grouted cell, T joint, or bed joint. Anchor can be located in first grouted cell from edge. Allowable working loads for the single installations under static loading should not exceed 5% (an industry standard) capacity or the allowable load of the anchor rod. Loads based upon testing with ASTM A9, Grade B7 rods. Allowable Tension Loads,, for Threaded Rod Installed in Solid Concrete THREADED EMBEDMENT ALLOWABLE TENSION LOAD BASED ALLOWABLE TENSION LOAD BASED ROD DIA. DEPTH ON ADHESIVE BOND STRENGTH ON STEEL STRENGTH In. (mm) In. (mm) 000 PSI (.8 MPa) 000 PSI (7. MPa) 000 PSI (. MPa) ASTM A07 ASTM A9 GR. B7 ASTM F59 CONCRETE CONCRETE IN CONCRETE (SAE 08) (SAE 0) AISI 0 SS Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) /8 (9.5) -/8 (85.7),800 (8.0),0 (9.),55 (.8),080 (9.),0 (9.),995 (7.8) -/ (.),080 (9.),505 (.),55 (.8),080 (9.),0 (9.),995 (7.8) / (.7) -/ (.),5 (.8),0 (9.7),0 (9.7),70 (.) 7,780 (.) 7,55 (.8) (5.),780 (.),900 (.8),900 (.8),70 (.) 7,780 (.) 7,55 (.8) 5/8 (5.9) 5-5/8 (.9),5 (9.7),0 (7.),0 (7.) 5,870 (.),0 (5.),50 (50.0) 7-/ (90.5) 5,0 (5.) 7,90 (.0) 7, (.8) 5,870 (.),0 (5.),50 (50.0) / (9.) -/ (7.5) 7,95 (.0) 7,885 (5.) 8,0 (7.5) 8,90 (7.8) 7,90 (78.7),80 (.) 9 (8.) 7,90 (5.) 0,5 (.0) 0,5 (.0) 8,90 (7.8) 7,90 (78.7),80 (.) 7/8 (.) 7-7/8 (00.0) 8,80 (9.) 9,0 (.9) 0,0 (5.),00 (5.) 5,50 (.5) 0,85 (9.7) 0-/ (.7) N/A,080 (57.0),805 (57.0),00 (5.) 5,50 (.5) 0,85 (9.7) (5.) 9 (8.) 0,085 (.9),970 (5.),970 (5.0) 5,80 (7.5),0 (0.7),50 (8.) (0.8),80 (5.) 5,55 (9.) 5,70 (70.) 5,80 (7.5),0 (0.7),50 (8.) -/ (.8) -/ (85.8),95 (.9),5 (.),5 (.),800 (05.9) 9,580 (0.),70 (5.) 5 (8.0),0 (7.7) 9,90 (88.7) 9,90 (88.7),800 (05.9) 9,580 (0.),70 (5.) Use lower value of either bond or steel strength for allowable tensile load. Allowable loads taken from ICC Evaluation Report #85 (formerly ICBO). Linear interpolation may be used for intermediate spacing and edge distances (see below). Adhesive Edge/Spacing Distance Load Factor Summary for Installation of Threaded Rod and Reinforcing Bar, LOAD FACTOR DISTANCE FROM EDGE OF CONCRETE Critical Edge Distance Tension 00% Tension Load.5 x Anchor Embedment (or greater) Minimum Edge Distance Tension 70% Tension Load 0.50 x Anchor Embedment Critical Edge Distance Shear 00% Shear Load.5 x Anchor Embedment (or greater) Minimum Edge Distance Shear 0% Shear Load 0.0 x Anchor Embedment LOAD FACTOR DISTANCE FROM ANOTHER ANCHOR Critical Spacing Tension 00% Tension Load.50 x Anchor Embedment (or greater) Minimum Spacing Tension 75% Tension Load 0.75 x Anchor Embedment Critical Spacing Shear 00% Shear Load.50 x Anchor Embedment (or greater) Minimum Spacing Shear 0% Shear Load 0.50 x Anchor Embedment Use linear interpolation for load factors at edge distances or spacing distances between critical and minimum. Anchors are affected by multiple combination of spacing and/or edge distance loading and direction of the loading. Use the product of tension and shear loading factors in design. 5

6 PERFORMANCE TABLE THREADED MINIMUM ALLOWABLE SHEAR LOAD BASED ALLOWABLE SHEAR LOAD BASED ROD DIA. EMBEDMENT ON CONCRETE STRENGTH ON STEEL STRENGTH In. (mm) DEPTH 000 PSI (.8 MPa) 000 PSI (7. MPa) 000 PSI (. MPa) ASTM A07 ASTM A9 GR. B7 ASTM F59 In. (mm) CONCRETE CONCRETE CONCRETE (SAE 08) (SAE 0) AISI 0 SS Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) /8 (9.5) -/8 (85.7),00 (5.8),5 (.5),500 (.7),00 (.),70 (9.7),995 (8.9) / (.7) -/ (.),855 (.7),5 (.0),5 (.0),870 (8.),895 (7.),585 (5.9) 5/8 (5.9) 5-5/8 (.9),575 (0.),950 (.0),950 (.0),90 (.),5 (7.) 5,5 (5.) / (9.) -/ (7.5),0 (8.),0 (8.),0 (8.),50 (8.9) 8,855 (9.) 7,0 (.) 7/8 (.) 7-7/8 (00.0) N/A 7,575 (.7) 8,0 (.) 5,800 (5.8),70 (5.8) 0,70 (7.7) (5.) 9 (8.) 9,0 (.8) 0,085 (.9),00 (5.) 7,590 (.8) 5,80 (70.),85 (59.) -/ (.8) -/ (85.8),70 (7.),70 (7.),70 (7.),900 (5.9),790 (0.) 8,80 (8.8) Use lower value of either concrete or steel strength for allowable shear load. Allowable loads taken from ICC Evaluation Report #85 (formerly ICBO). Linear interpolation may be used for intermediate spacing and edge distances. PERFORMANCE TABLE Allowable Shear Loads,, for Threaded Rod Installed in Solid Concrete Average Ultimate Tension Loads,, for Reinforcing Bar Installed in Solid Concrete REINFORCING EMBEDMENT 000 PSI (.8 MPa) 000 PSI (7. MPa) BAR IN CONCRETE CONCRETE CONCRETE ULTIMATE TENSILE AND YIELD STRENGTH GRADE 0 REBAR In. (mm) In. (mm) ULTIMATE TENSION ULTIMATE TENSION MINIMUM YIELD MINIMUM ULTIMATE Lbs. (kn) Lbs. kn) STRENGTH TENSILE STRENGTH Lbs. (kn) Lbs. (kn) # (9.5) -/8 (85.7) 7,00 (.) 9,00 (0.9),00 (9.) 9,900 (.0) -/ (.) 9,000 (0.),50 (5.),00 (9.) 9,900 (.0) # (.7) -/ (.),90 (5.) 5,0 (7.),000 (5.) 8,000 (80.) (5.),70 (7.) 8,880 (8.0),000 (5.) 8,000 (80.) # 5 (5.9) 5-5/8 (.9),0 (.8) 7,70 (.) 8,00 (8.7) 7,900 (.) 7-/ (90.5) 0,00 (89.) 0,77 (.7) 8,00 (8.7) 7,900 (.) # (9.) -/ (7.5) 7,90 (79.8) 9,00 (9.9),00 (7.) 9,00 (7.) 9 (8.) 5,50 (.5),0 (85.),00 (7.) 9,00 (7.) 0 (5.0) N/A 5,000 (00.),00 (7.) 9,00 (7.) # 7 (.) 7-7/8 (00.0) N/A 5,850 (0.0),000 (0.) 5,000 (0.) 0-/ (.7) N/A 0,75 (8.),000 (0.) 5,000 (0.) (0.) N/A 5,00 (90.5),000 (0.) 5,000 (0.) # 8 (5.) 9 (8.) 0,90 (7.7) 5,80 (.) 7,00 (0.9) 7,00 (.) (0.8) 0,90 (7.7) 5,0 (9.0) 7,00 (0.9) 7,00 (.) (0.) N/A 8,700 (85.7) 7,00 (0.9) 7,00 (.) # 9 (8.) 0-/8 (57.) N/A,50 (7.7) 0,000 (.9) 90,000 (00.) -/ (.9) N/A 8,0 (.) 0,000 (.9) 90,000 (00.) 9 (8.) N/A 08,000 (80.) 0,000 (.9) 90,000 (00.) # 0 (.8) -/ (85.8),00 (98.) 7,500 (0.) 7,00 (9.0),00 (508.5) 5 (8.0) 9,0 (8.9) 8,0 (.) 7,00 (9.0),00 (508.5) 9 (8.) N/A 0,000 (5.8) 7,00 (9.0),00 (508.5) Allowable working loads for the single installations under static loading should not exceed 5% ultimate capacity or the allowable load of the anchor rod. Ultimate load values in 000 and 000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the Embedment in Concrete column. Performance values are based on minimum Grade 0 reinforcing bar. The use of lower strength rods will result in lower ultimate tension and shear loads. SHEAR DATA: Provided the distance from the rebar to the edge of the concrete member exceeds.5 times the embedment depth of the rebar, calculate the ultimate shear load for the rebar anchorage as 0% of the ultimate tensile strength of the rebar. Combined Tension and Shear Loading for Adhesive Anchors Allowable loads for anchors under tension and shear loading at the same time (combined loading) will be lower than the allowable loads for anchors subjected to 00% tension or 00% shear. Use the following equation to evaluate anchors in combined loading conditions: ( ) ( ) Na 5/ + Va 5/ Na = Applied Service Tension Load Va = Applied Service Shear Load Ns Vs Ns = Allowable Tension Load Vs = Allowable Shear Load