Epoxy Anchoring Adhesives

Transcription

1 Epoxy Anchoring Adhesives Ideal for anchoring threaded rod, rebar and smooth dowels in a variety of base materials, epoxy-based anchoring adhesives offer strength and versatility across a wide variety of applications. Simpson Strong-Tie epoxy adhesives meet or are rigorously tested to meet 2009 IBC requirements for both cracked and uncracked concrete applications. As you would expect, Simpson Strong-Tie offers all the high-strength dispensing tools and other important accessories to increase productivity on any project.

2 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Cracked & Uncracked CONCRETE ICC-ES ESR-20 IBC SET-XP is a : two-component, high-solids, epoxy-based anchoring adhesive formulated for optimum performance in both cracked and uncracked concrete. SET-XP adhesive has been rigorously tested in accordance with ICC-ES AC0 and 2009 IBC requirements and has proven to offer increased reliability in the most adverse conditions, including performance in cracked concrete under static and seismic loading. SET-XP adhesive is teal in color in order to be identified as a high-performance adhesive for adverse conditions. Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle. SET-XP adhesive exceeds the ASTM C specification for Type I and Type IV, Grade, Class C epoxy. USES: When SET-XP adhesive is used with all threaded rod or rebar, the system can be used in tension and seismic zones where there is a risk of cracks occurring that pass through the anchor location. It is also suitable for uncracked concrete conditions. CODES: ICC-ES ESR-20; City of L.A. pending; Florida FL 06. NSF/ANSI Standard 6 (26 in gal). The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPLICATION: Surfaces to receive epoxy must be clean. The base-material temperature must be 0º F or above at the time of installation. For best results, material should be 0 0º F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly-heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in minutes at a temperature of 40º F or above. DESIGN EXAMPLE: See pages 2, 2 2 INSTALLATION: See pages 0 SHELF LIFE: 24 months from date of manufacture in unopened sideby-side cartridge. STORAGE CONDITIONS: For best results, store between 4 90 F. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener black-green. When properly mixed, SET-XP adhesive will be a uniform teal color. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired, scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured Material chip or grind off surface. TEST CRITERIA: Anchors installed with SET-XP adhesive have been tested in accordance with ICC-ES s Acceptance Criteria for Post-Installed Adhesive Anchors in Masonry Elements (AC) and Adhesive Anchors in Concrete Elements (AC0) for the following: Seismic and wind loading in cracked and uncracked concrete and uncracked masonry Static tension and shear loading in cracked and uncracked concrete and uncracked masonry Horizontal and overhead installations Long-term creep at elevatedtemperatures Static loading at elevatedtemperatures Damp holes Freeze-thaw conditions and minimum edge distance and spacing PROPERTY TEST METHOD RESULTS Consistency ASTM C Passed, non-sag Glass transition temperature ASTM E6 F Bond strength (moist cure) ASTM C2,42 psi at 2 days Water absorption ASTM D0 0.0% Compressive yield strength ASTM D69 4,0 psi Compressive modulus ASTM D69 644,000 psi Gel time ASTM C 49 minutes CHEMICAL RESISTANCE: Very good to excellent against distilled water, in-organic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information visit our website or contact Simpson Strong-Tie. SET-XP 0 SET-XP Cartridge System Model No. Capacity ounces (cubic inches) Cartridge Type Carton Quantity Dispensing tool(s) Mixing Nozzle SET-XP0. (6.2) single 2 CDT0S EDT22S SET-XP22 22 (9.) side-by-side 0 EDTA22P EDT22CKT EMN22i SET-XP6 6 (0.) side-by-side 6 EDTA6P. Cartridge estimation guides are available on pages Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages 2.. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. Cure Schedule Base Material Temperature EMN22i SET-XP 22 Gel Time (mins.) Cure Time (hrs.) ºF ºC For water-saturated concrete, the cure times are doubled. SET-XP 6 EDT22S SUGGESTED SPECIFICATION: Anchoring adhesive shall be a two-component high-solids, epoxy-based system supplied in manufacturer s standard cartridge and dispensed through a staticmixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested and qualified for performance in cracked and uncracked concrete per ICC-ES AC0. Adhesive shall be SET-XP adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for SET-XP epoxy adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. IMPORTANT See Pages 0 for Installation Instructions C-SAS Simpson Strong-Tie Company Inc.

3 C-SAS Simpson Strong-Tie Company Inc. Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Installation Information and Additional Data for Threaded and Rebar in Normal-Weight Concrete Characteristic Symbol Units SET-XP Epoxy Anchor Tension Strength Design Data for Threaded in Normal-Weight Concrete,2 Characteristic Symbol Units Nominal Anchor Diameter () Steel Strength in Tension Minimum Tensile Stress Area A se in Tension Resistance of Steel - ASTM A9, Grade B 9,0,0 2,20 4,0,0,0 2,2 - ASTM F4, Grade 6 4,2,2,0 9,0 26,9,0 6,200 Threaded N - Type 40 Stainless (ASTM A9, Grade B6) sa lb.,0,620 24,60 6,40 0,20 66,660 06,90 - Type 04 and 6 Stainless (ASTM A9, Grade B 4,44,09 2,0 9,040 26, 4,40,2 and BM) Strength Reduction Factor - Steel Failure ϕ 0. 9 Concrete Breakout Strength in Tension (2,00 psi f' c,000 psi) Effectiveness Factor - Uncracked Concrete k uncr 24 Effectiveness Factor - Cracked Concrete k cr Strength Reduction Factor - Breakout Failure ϕ 0.6 Bond Strength in Tension (2,00 psi f' c,000 psi) Temp. Range Characteristic Bond Strength τ k,uncr psi,0 2,20 2,0,90,0,,20 for Uncracked Minimum 2 Concrete 2,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range Characteristic Bond Strength,,4 τ k,cr psi, for Cracked Minimum Concrete 2,4, Permitted Embedment Range h ef in Maximum Temp. Range 2 Characteristic Bond Strength 6, τ k,uncr psi 0,60, for Uncracked Minimum 2 Concrete,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range 2 Characteristic Bond Strength 6,,,4 τ k,cr psi for Cracked Minimum Concrete,4, Permitted Embedment Range h ef in Maximum Bond Strength in Tension Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, ci Strength Reduction Factor - Water-saturated Concrete ϕ sat, ci Additional Factor for Water-saturated Concrete K sat, ci 0. Bond Strength in Tension Bond Strength Reduction Factors for Periodic Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, pi 0. 0 Strength Reduction Factor - Water-saturated Concrete ϕ sat, pi Additional Factor for Water-saturated Concrete K sat, pi 0.4. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. Temperature Range : Maximum short-term temperature of 0 F (4 C). Maximum long-term temperature of F (24 C).. Temperature Range 2: Maximum short-term temperature of 0 F (66 C). Maximum long-term temperature of 0 F (4 C). 4. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling).. Long-term concrete temperature are constant temperatures over a significant time period. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 2%.. In water-saturated concrete, multiply τ k,uncr and τ k,cr by K sat.. For anchors installed in overhead and subjected to tension resulting from sustained loading, multiply the value calculated for N a according to ICC-ES AC0 by The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. Installation Information Nominal Anchor Diameter () / Rebar Size / # / #4 / # / #6 / # / # / #0 Bit Diameter d hole Maximum Tightening Torque T inst ft-lb Minimum h Permitted Embedment Range 2 ef Maximum h ef Minimum Concrete Thickness h min h ef + d o Distance c ac x h ef Minimum Distance c min 2 Minimum Anchor Spacing s min 6. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0. 2. Minimum and maximum embedment depths are are listed in accordance with ICC-ES AC0 requirements. See page for 0. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 2. Sand-lightweight and all-lightweight concrete are beyond the scope of this table.. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for " anchors must be multiplied by α N,seis = For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for " anchors must be multiplied by α N,seis = The values of f' c used for calculation purposes must not exceed 000 psi (. MPa) for uncracked concrete. The value of f' c used for calculation purposes must not exceed 2,00 psi (.2 MPa) for tension resistance in cracked concrete.

4 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Tension Strength Design Data for Rebar in Normal-Weight Concrete,2 See page for Characteristic Symbol Units Rebar Size # #4 # #6 # # #0 Steel Strength in Tension Minimum Tensile Stress Area A se in Rebar Tension Resistance of Steel - Rebar (ASTM A6, Grade 60) N sa lb. 9,900,000 2,900 9,600 4,000,00 0,00 Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Tension (2,00 psi f' c,000 psi) Effectiveness Factor - Uncracked Concrete k uncr 24 Effectiveness Factor - Cracked Concrete k cr Strength Reduction Factor - Breakout Failure ϕ 0.6 Bond Strength in Tension (2,00 psi f' c,000 psi) Temp. Range Characteristic Bond Strength τ k,uncr psi 600 for Uncracked Minimum 2 Concrete 2,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range Characteristic Bond Strength,,4 τ k,cr psi, for Cracked Minimum Concrete 2,4, Permitted Embedment Range h ef in Maximum Temp. Range 2 Characteristic Bond Strength 6, τ k,uncr psi 2 for Uncracked Minimum 2 Concrete,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range 2 Characteristic Bond Strength 6,,,4 τ k,cr psi for Cracked Minimum Concrete,4, Permitted Embedment Range h ef in Maximum Bond Strength in Tension - Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, ci Strength Reduction Factor - Water-saturated Concrete ϕ sat, ci Additional Factor for Water-saturated Concrete K sat, ci 0. Bond Strength in Tension - Bond Strength Reduction Factors for Periodic Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, pi 0. 0 Strength Reduction Factor - Water-saturated Concrete ϕ sat, pi Additional Factor for Water-saturated Concrete K sat, pi 0.4. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. Temperature Range : Maximum short-term temperature of 0 F (4 C). Maximum long-term temperature of F (24 C).. Temperature Range 2: Maximum short-term temperature of 0 F (66 C). Maximum long-term temperature of 0 F (4 C). 0. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load 4. Short-term concrete temperatures are those that occur over short intervals combinations of ACI Section 9.2 are used and the requirements of Section (diurnal cycling). D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section. Long-term concrete temperature are constant temperatures over a significant D.4. to determine the appropriate value of ϕ. time period. 2. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 2%.. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for # rebar anchors must be multiplied by α. In water-saturated concrete, multiply τ k,uncr and τ k,cr by K sat. N,seis = For anchors installed in regions assigned to Seismic Design Category C, D, E or F,. For anchors installed in overhead and subjected to tension resulting from sustained the bond strength values for # rebar anchors must be multiplied by α loading, multiply the value calculated for N a according to ICC-ES AC0 by 0.. N,seis = The values of f' 9. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. c used for calculation purposes must not exceed 000 psi (. MPa) for uncracked concrete. The value of f' If the load combinations of ACI Appendix C are used, refer to Section D.4. to c used for calculation purposes must not exceed 2,00 psi (.2 MPa) for tension resistance in cracked concrete. determine the appropriate value of ϕ. C-SAS Simpson Strong-Tie Company Inc.

5 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Shear Strength Design Data for Threaded in Normal-Weight Concrete, Characteristic Symbol Units Nominal Anchor Diameter () See page for Steel Strength in Shear Minimum Shear Stress Area A se in Shear Resistance of Steel - ASTM A9, Grade B 4, 0,60 6,90 2,00 4,60 4,40 2,6 - ASTM F4, Grade 6 2,260 4,940,6,62 6,00 2,090,20 - Type 40 Stainless (ASTM A9, Grade B6) 6 V sa lb. 4,290 9,0 4,90 22,040 0,490 40,000 6,9 - Type 04 and 6 Stainless (ASTM A9, Grade B 2,22 4,,0,420,00 20,2,40 and BM) Threaded Reduction for Seismic Shear - ASTM F4, Grade Reduction for Seismic Shear - ASTM A9, Grade B Reduction for Seismic Shear - Stainless (ASTM A9, Grade B6) 6 α V,seis Reduction for Seismic Shear - Stainless (ASTM A9, Grade B and BM) Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Shear Outside Diameter of Anchor d o Load Bearing Length of Anchor in Shear l e h ef Strength Reduction Factor - Breakout Failure ϕ 0.0 Concrete Pryout Strength in Shear Coefficient for Pryout Strength k cp 2.0 Strength Reduction Factor - Pryout Failure ϕ The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of AC Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 4. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. The values of V sa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V sa must be multiplied by α V,seis for the corresponding threaded rod steel type. C-SAS Simpson Strong-Tie Company Inc. SET-XP Epoxy Anchor Shear Strength Design Data for Rebar in Normal-Weight Concrete, Rebar Characteristic Symbol Units Rebar Size # #4 # #6 # # #0 Steel Strength in Shear Minimum Shear Stress Area A se in Shear Resistance of Steel - Rebar (ASTM A6, Grade 60) 6 V sa lb. 4,90 0,00 6,40 2,60 2,400 42,660 66,420 Reduction for Seismic Shear - Rebar (ASTM A6, Grade 60) 6 α V,seis Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Shear Outside Diameter of Anchor d o Load Bearing Length of Anchor in Shear l e h ef Strength Reduction Factor - Breakout Failure ϕ 0.0 Concrete Pryout Strength in Shear Coefficient for Pryout Strength k cp 2.0 Strength Reduction Factor - Pryout Failure ϕ The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of AC Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. See page for 4. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. The values of V sa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V sa must be multiplied by α V,seis. 9

6 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Tension and Shear Loads for Threaded and Rebar Anchors in -inch Lightweight,Medium-Weight and Normal-Weight Grout Filled CMU (9.) (2.) (.9) (9.) # (9.) #4 (2.) # (.9) Bit M End Spacing -inch Grout Filled CMU Loads Based on CMU Strength Ultimate Tension Threaded Anchors Installed on the Face of the CMU Wall (see Figure ) (6) 4 (4) (4) 6 (6) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) (20) (20) (20) (20),44 (.) 9,2 (40.6) 9,6 (42.) 9,40 (42.2),490 (6.6),2 (.),9 (.4),9 (.4) Rebar Anchors Installed on the Face of the CMU Wall (see Figure ) (6) 4 (4) (4) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) (20) (20) (20). Threaded rods must comply with ASTM F4 Grade 6, Grade C minimum. Rebar must comply with ASTM A6, Grade 60 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit. 4. loads may be increased % for short-term loading due to wind forces or seismic forces where permitted by code.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Refer to allowable load-adjustment factors for end distance, edge distance and spacing on page 2. In-Service Temperature Sensitivity Base Material Temperature Percent Load F C % 0 4 9% 2 2 9% 4% %. Refer to temperature sensitivity chart for allowable bond strength reduction for temperature. See page 22 for more information. 2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.. C = ( F-2) /. 6,92 (.) 9,6 (40.) 0,92 (4.6),9 (6.2), (.2) 2, (9.) Ultimate,2 (2.4) 6,99 (.) 6, (0.6) 6,4 (0.0),299 (2.),44 (6.2),0 (.) Shear 4" minimum edge distance,4 (.),0 (6.0),0 (6.0),0 (6.0),460 (6.),0 (6.),0 (6.) See page for Figure edge distance (see load table) Installations in this area for full allowable load capacity Shaded Area = Placement for Full and Reduced Load Capacity in Grout-Filled CMU Installation in this area for reduced allowable load capacity 4" Minimum end distance end distance (see load table) No installation within ½" of head joint C-SAS Simpson Strong-Tie Company Inc. 20

7 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Load-Adjustment Factors for SET-XP Adhesive in Face of Wall Installation in " Grout-Filled CMU: End / Distance and Spacing, Tension and Shear Loads How to use these charts:. The following tables are for reduced end and edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the end or edge distance (C act ) or spacing (S act ) at which the anchor is to be installed.. The load-adjustment factor (f c or f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension or shear load based on CMU strength values only. End and Distance Tension (f c) # #4 # See page for Cact (in) E C cr C min f cmin See Notes Below C-SAS Simpson Strong-Tie Company Inc. End and Distance Shear (f c ) Shear Load Perpendicular to End or Cact (in) # #4 # E C cr C min f cmin End and Distance Shear (f c) Shear Load Parallel to End or Spacing Tension (f s) Spacing Shear (f s) Sact (in) # #4 # E S cr S min f smin Cact (in) # #4 # E C cr C min f cmin Sact (in) # #4 # E S cr S min f smin E = Embedment depth (inches). 2. C act = actual end or edge distance at which anchor is installed (inches).. C cr = critical end or edge distance for 00% load (inches). 4. C min = minimum end or edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual end or edge distance. 6. f ccr = adjustment factor for allowable load at critical end or edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum end or edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)].. E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance... f s = f smin + [( - f smin) (S act - S min) / (S cr - S min)]. 2

8 SET Anchoring Adhesive 22 SET is a two-component, : ratio, high-solids, epoxy-based adhesive for use as a high strength, non-shrink anchor grouting material. Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle. SET meets or exceeds the requirements of ASTM C- specification for Type I, II, IV and V, Grade, Class B and C. USES: Threaded-rod anchoring Rebar doweling Bonding hardened concrete to hardened concrete Pick-proof sealant around doors, windows and fixtures Paste-over for crack injection CODES: ICC-ES ESR-2 (CMU & URM); City of L.A. RR229; Florida FL 06.4; Caltrans approved; multiple DOT listings; NSF/ ANSI Standard 6 (26 in2 000 gal), except SET.KTA. The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPLICATION: Surfaces to receive epoxy must be clean. For installations in or through standing water, see page 22 for details. The base material temperature must be 40 F or above at the time of installation. For best results, material should be 0 0 F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in minutes at a temperature of 40 F or above. ASD DESIGN EXAMPLE: See page 2 INSTALLATION: See pages 0 SHELF LIFE: 24 months from date of manufacture in unopened sideby-side cartridge. STORAGE CONDITIONS: For best results store between 4 F 90 F. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener black. When properly mixed SET adhesive will be a uniform light gray color. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured material Chip or grind off surface. TEST CRITERIA: Anchors installed with SET adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Adhesive Anchors (AC). In addition, anchors installed with SET adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Unreinforced Masonry Anchors (AC60). PROPERTY TEST METHOD RESULTS Consistency ASTM C Non-sag/thixotropic paste Heat deflection ASTM D 64 6 F ( C) Bond strength (moist cure) ASTM C 2,2 psi (2 days),66 psi (4 days) Water absorption ASTM D 0 0.0% (24 hours) Compressive yield strength ASTM D 69,06 psi (24 hours) 2,60 psi ( days) Compressive modulus ASTM D 69 49,000 psi ( days) Gel Time ( F) ASTM C 0 m 60 gram mass 60 min Thin film CHEMICAL RESISTANCE: Very good to excellent against distilled water, inorganic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information, visit SET.KTA SET Cartridge Systems Model No. SET.KTA SET22 SET6 EMN22i Capacity ounces (cubic inches). (.) 22 (9.) Cartridge Type SET22 Carton Quantity side-by-side 2 side-by-side 0 EDT22S Dispensing Tool(s) SET6 Adaptor included for standard caulking tool EDT22S, EDTA22P or EDTA22CKT Mixing 4 Nozzle EMN. (2 included) EMN22i 6 (0.) side-by-side 6 EDTA6P EMN22i or EMN0. Bulk containers also available, call Simpson Strong-Tie for details. 2. Cartridge and bulk estimation guides are available on pages 4.. Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. SUGGESTED SPECIFICATIONS: Anchoring adhesive shall be a two-component high-solids epoxy based system supplied in manufacturer's standard cartridge and dispensed through a staticmixing nozzle supplied by the manufacturer. Epoxy shall meet the minimum requirements of ASTM C- specification for Type I, II, IV, and V, Grade, Class B and C and must develop a minimum 2,60 psi compressive yield strength after day cure. Epoxy must have a heat deflection temperature of a minimum 6 F ( C). Adhesive shall be SET adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for SET adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. IMPORTANT See Pages 0 for Installation Instructions C-SAS Simpson Strong-Tie Company Inc.

9 SET Anchoring Adhesive Cure Schedule Base Material Temperature Cure Time (hrs.) F C In-Service Temperature Sensitivity Base Material Temperature Percent Load F C % % % % % %. Refer to temperature sensitivity chart for allowable bond strength reduction for temperature. See page 22 for more information. 2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.. C = ( F-2) /. C-SAS Simpson Strong-Tie Company Inc. Tension Loads for Threaded Anchors in Normal-Weight Concrete (continued on next page) (9.) (2.) (.9) (9.) Bit See Notes on Next Page (44) (9) 4 (4) 2 (4) 4 (0) 6 (2) 2 (64) (9) (2) 6 () 9 (2) (6) 6 (29) 6 () 9 (229) (26) 2 (6) () 6 () 6 () 6 (62) 9 (229) (9) (4) (9) 0 (26) 4 (9) 6 (29) (94) 0 (2) (4) 6 (429) Spacing () 4 (6) (4) (26) (42) 24 (60) 0 (24) () 20 (0) 2 (0) (9) (4) 20 (4) 2 (66) 6 (94) 4 (4) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. Allow., (.) (2.2) (2.) 0,200 (4.4) 0,6 (4.2),26 (2.),00 (.),6 (2.) 6,0 (0.2) 9 (0.) 4 (0.4),6 (.2) 629 (2.) (.) (.4) 26,00 (.),2 (.0),402 (4.6),46 (6.),9 (.) 2,62 (.) 42,00 (.),94 (.) 4,64 (2.9) 60 (2.) 2,0 (.) 2,6 (.),0 (.0) 4,42 (9.) 4,640 (20.6),69 (.) 4,90 (.6) 6,60 (29.), (.4),0 (.),6 (.2),9 (2.0) 0,2 (46.),220 (49.9),90 (.0) f' c 4000 psi (2.6 MPa) Concrete Ultimate Std. Dev. Allow.,900 4 (.) (2.) 0,20 (4.) 0,6 (4.2),26 (2.),400 (.),6 (2.) 6,0 (0.2) 9 (0.4) (.) 2,200 (4.2) 964 (4.),402 (4.6),46 (6.) 42,40 (9.0), (.0) 4,64 (2.9) 2,0 (.4) 2,6 (.),0 (.0) 4,600 (20.) 4,640 (20.6),69 (.) 4, (2.),00 (.),200 (6.),0 (.),6 (.2),24 (2.2) 0,620 (4.2),26 (0.),90 (.0) Tension Load Based on Steel Strength F4 Grade 6 Allow. 2,0 (9.4),0 (6.), (26.),460 (.6) A9 GR B Allow. 4, (20.2),00 (.9) 2,660 (6.),20 (.) See page for F9 04SS Allow.,60 (6.) 6,40 (2.) 0,20 (4.0) 2,400 (.2) " " Diameters on next page 2

10 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Normal-Weight Concrete (continued from previous page) (22.2) (2.4) (2.6) (.) Bit (9) 6 (4) (9) 0 6 (26) () 4 (4) 6 () 9 (229) 2 (0) () (0) (94) 0 (2) (4) 6 (429) (4) 6 (24) (26) () (46) 6 (4) (222) (29) (9) 9 (49) 6 () 0 (2) (4) (4) 22 (2) (9) (292) () 20 (4) 2 (64) 6 (24) 2 (24) 6 (429) 22 (2) 2 (4) Spacing (94) 2 (9) () 4 (060) 2 (4) (4) 2 (66) 6 (94) 4 (29) 60 (24) 20 (2) 0 () 40 (029) 4 (2) 6 () 22 (2) () 4 (4) 60 (24) (90) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. Allow. 9,20,29 4,0 (.) (.) (2.), (.0) 49,60 (2.) 2,49 (9.6) 66,69 (296.6) 20,06 (9.) 06 (2.) 2, (0.6) 60,060 (26.2),42 (24.) 2,40 (66.) 2,60 (22.6) 6,42 (2.6) 69,200 (0.) 0,20 (42.9), (9.) 2,9 (0.6),04 (42.),024 (.2) 22,6 (4.) 0,940 (4.). load must the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages and. 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 2,290 (4.) 4,40 (64.4) 6,60 (4.2),020 (22.) 0,020 (44.6),0 (66.),0 (9.2) 20,600 (9.6) 6,90 (0.6) 2,0 (.),00 (.0) 2,0 (9.) 2,4 (.2),96 (9.9) 4, (62.) 9,260 (.) 24,96 (.0) 0,60 (6.4) f' c 4000 psi (2.6 MPa) Concrete Ultimate Std. Dev. Allow. 9,20 4,0 (.) (2.) 4,0 (244.),00 (4.) 66,69 (296.6) 20,06 (9.) 6,020 (29.2) 2,924 (.0) 2,40 (66.) 2,60 (22.6) 2,40 (2.) 0,20 (42.9), (9.),04 (42.) 22,6 (4.) 9,20 (4.),20 (6.0),9 (6.6) 6,60 (4.2),020 (22.) 0,640 (4.) 6,2 (2.),40 (2.0) 20,600 (9.6) 6,90 (0.6) 2,00 (.6),0 (0.4) 2,0 (96.) 2,4 (.2),96 (9.9) 4, (62.) 9,260 (.) 24,96 (.0) 0,60 (6.4) Tension Load Based on Steel Strength F4 Grade 6 Allow.,00 (.2),02 (66.) 9,02 (4.6) 2,490 (04.) A9 GR B Allow. 24, (0.2) 2,0 (44.0) 4,000 (2.4) 0,620 (22.2) See page for F9 04SS Allow. 6,60 (.0) 22,020 (9.9) 2,0 (24.0) 4,42 (.) 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire-exposure and elevated-temperature conditions.. load based on bond strength may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. C-SAS Simpson Strong-Tie Company Inc. 24

11 SET Anchoring Adhesive C-SAS Simpson Strong-Tie Company Inc. Shear Loads for Threaded Anchors in Normal-Weight Concrete (9.) (2.) (.9) (9.) (22.2) (2.4) (2.6) (.) Bit (44) (9) 4 (4) 2 (4) 4 (0) 6 (2) 2 (64) (2) 9 (2) (6) 6 () (26) (9) (9) () 4 (4) 9 (229) () (0) 0 (2) 6 (429) (4) (26) (46) () 6 (62) (9) 0 (2) (29) (4) () 6 (429) Spacing 2 (6) () () () 6 (62) 6 (62) (9) (9) (9) (0) 0 (2) 0 (2) (49) (29) (29) 6 () (4) (4) (9) () () (26) 6 (429) 6 (429) Shear Load Based on Concrete Distance f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. 4,,4 (20.) (.4) (.) 6,9 (0.) 96 (4.),00 (.),6 (49.4) 4 (.9),696 (.) 4,42 (64.2) 9,0 (6.) 26 (.),02 (4.6) 2,0 (94.2) 2,244 (2.) 942 (4.2) 2, (.) 2, (26.0), (49.2) 2,406 (0.) 2,9 (2.4) 0,20 (.) 0, (22.2) 2,66 (9.6) 2,6 (9.) 4,2 (.),2 (29.) 2,0 (2.9) 66, (29.). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 2 and 4.,969 (.),94 (.6), (.), (.),0 (.) 2,0 (2.4) 2,0 (2.4),60 (6.0) 4, (2.) 4, (2.),29 (2.6) 6,0 (2.) 6,0 (2.),0 (.), (.), (.),60 (.9) 2,4 (.) 2,4 (.) 0,0 (46.0) 4,0 (64.) 4,0 (64.),0 (.0) 6,9 (.) 6,9 (.) F4 Grade 6,0 (4.),90 (.6),02 (.) 4,60 (9.4),92 (26.4),40 (4.4) 9,00 (4.6) 2,00 (.) Shear Load Based on Steel Strength A9 GR B 2,40 (0.4) 4,60 (.) 6,20 (29.0) 9,90 (4.) 2,0 (6.) 6,60 (4.2) 2,2 (94.0) 26,0 (6.0) See page for F9 04SS,0 (.),0 (4.),220 (2.2) 6, (2.4),6 (.6),4 (0.) 4,6 (6.9),0 (.9) 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 2

12 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Normal-Weight Concrete Stemwall (.9) (22.2) Bit 0 (24.0) (.0) Stemwall Width 6 (2.4) (20.2) M (44.) (44.). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. M End (2.0) (2.0) Tension Load Based on Bond Strength f' c 200 psi (.2 MPa) Concrete Ultimate,64,40 (60.6) (.2) 22,664 (00.),66 (2.2) Tension Load Based on Steel Strength F4 Grade 6, (26.),00 (.2) 4. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. See page for End " " W= 6"or " and end distances for threaded rod in concrete foundation stemwall corner installation Shear Loads for Threaded Anchors in Normal-Weight Concrete, Load Applied Parallel to Concrete (2.) (.9) Bit 4 (0.0) (2.0) M (44.) (44.) M End (29.9) 0 (24.0). load must be the lesser of the load based on concrete edge distance, steel strength or wood bearing capacity. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing on page 4. Shear Load Based on Concrete Distance f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev., ,2 (.) (2.9) (9.), (9.4) 22 (.0) 2,2 (9.9) Shear Load Based on Steel Strength F4 Grade 6,90 (.6),02 (.) 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fireexposure conditions. See page for C-SAS Simpson Strong-Tie Company Inc. 26

13 SET Anchoring Adhesive Tension Loads for Rebar Dowels in Normal-Weight Concrete Rebar Tension Load Based on Bond Strength Tension Load Based on Steel Strength Size Bit Spacing f' c 2000 psi f' c 4000 psi ASTM A6 No. (. MPa) Concrete (2.6 MPa) Concrete Grade 60 Rebar Ultimate Std. Dev. Allow. Ultimate Std. Dev. Allow , ,20, ,0 #4 (0) (62) (42) (.) (.) (.) (.) (2.) (20.4) 4,00 (2.) ,60 6 4,40 9,60 4,40 (2.4) (2) (229) (60) (6.) (.0) (2.) (6.) (2.) 20 24,600 2,9 6,0 26,040,40 6,0 # (2) (9) (0) (09.4) (.6) (2.4) (.) (.) (29.0),440 (.9) 9 4 4,0 2,4 2,09 4,0 2,09 (.) (2) (9) (9) (2.2) (2.6) (.) (2.2) (.) 6 0 2,0 4,044 9,9 40,00, 0,2 #6 () (2) (66) (0.) (.0) (42.) (0.2) (6.) (4.0) 0,60 (9.) 6 4 6,020,2 6,2 6,020 6,2 (4.0) (26) (429) (4) (29.2) (4.0) (2.) (29.2) (2.) 4,60,266,940 4,60 # (9) (29) () (22.4) (.6) (.) (22.4),940 (.) 4,400 (22.2) 9 2,60, 20,90,60 (64.) () (49) (4) (62.) (.9) (90.) (62.) 20,90 (90.) 9 6,60 # (229) (4) (94) (2.),420,60 (9.) (2.),420 (9.),960 (2.4) ,240,20 2,60 94,240 2,60 (4.) () (2) (24) (49.2) (.) (04.) (49.2) (04.) 0 40,60,9,420,60 #9 (2) () (029) (2.) (.) (9.) (2.),420 (9.) 24,000 (2.6) 6 2 6,460, 2,6,460 2,6 (06.) (429) (64) () (49.) (2.6) (2.9) (49.) (2.9) 6 4 6,000,40 9,000 6,000 9,000 #0 (26) (429) (4) (.) (6.) (4.) (.) (4.) 0,40 (.) 2 2,40 9,,460 2,40,460 (.6) (46) () (90) (9.) (42.) (9.9) (9.) (9.9) 2 49,00,49 2,,00 2, # (4) (4) (2) (9.2) (.6) (9.) (9.2) (9.),440 (4.9) ,00,29,020 2,00,020 (66.) (24) () (2096) (.) (0.) (46.9) (.) (46.9). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages and. 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire exposure and elevatedtemperature conditions.. load based on bond strength may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. See page for an explanation of C-SAS Simpson Strong-Tie Company Inc. Shear Loads for Rebar Dowels in Normal-Weight Concrete Shear Load Based on Shear Load Based Rebar Concrete Distance on Steel Strength Size Bit Spacing f' No. c 2000 psi (. MPa) Concrete ASTM A6 Grade 60 Rebar Ultimate lbs. Std. Dev. lbs. Allow. (kn) (kn) 4,6 42,90 #4 (0) 6 6 (6.4) (2.4) (6.9),060 (2.) 6 (62) (62),6,90 (.6) (2) (6.4) (6.9) 24,24,2 6,060 # (2) (0.) (.0) (2.0) 4,40 (.9) 9 (9) (9) 24,24 6,060 (2.) (2) (0.) (2.0) 6,9 2,4,00 #6 () 0 0 (4.) (0.) (6.9) 6,0 (9.) (2) (2),9,00 (29.9) (26) (4.) (6.9) 4,0 2,22, # (9) (22.2) (209.) (9.9) (2.) 9,0 (29) (29) 4,0 (40.) () (209.), (2.) 9,0 # (229) (2.4) (26.9) 4,20 (6.) 2,0 (4) (4),0 4,20 (.) () (26.9) (6.) 0,0,4 4,20 #9 (2) (2.6) (26.9) (6.6) (6.),00 6 () (),0 4,20 (6.) (429) (26.9) (6.) 6,40,20 6,460 #0 (26) 6 (.) 6 (292.9) (.) (.2) 9,40 (429) (429) 6,40 6,460 (6.4) (46) (292.9) (.2) 2,400 9,96 20,0 # (4) (4.9) (62.) (42.) (90.) 2,0 20 (4) (4),400 20,0 (06.2) (24) (62.) (90.). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable loadadjustment factors for spacing and edge distance on pages 2 and Refer to in-service temperature Sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fireresistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. See page for an explanation of 2

14 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Sand-Lightweight Concrete (9.) (2.) (.9) Bit (44) (9) 2 (4) 4 (0) 2 (64) (2) 2 (6) () (9) 6 (62) (9) (9) Spacing (9) () 4 (0) (26) (2) 0 (24) Tension Load Based on Bond Strength f' c 000 psi (20. MPa) Lightweight Concrete F4 Grade 6 Ultimate Std. Dev. 2, (0.) (2.4) (2.) 2,0 (9.4) 6,220 (2.) 2,900 (2.9) 6,20 (29.9) 4,20 (2.4) 9,60 (40.). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of % of the allowable load is permitted at critical spacing. No reduction in spacing is allowed. 4. Refer to allowable load-adjustment factors for edge distance on page.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 422 (.9) 0 (2.4),0 (4.) 2 (.),6 (.), (6.9) 2 (.2),0,60 (6.) (.),20 (.4), 2,290 (26.) (0.2) Tension Load Based on Steel Strength A9 GR B 4, (20.2),00 (.9) 2,660 (6.) See page for F9 04SS,60 (6.) 6,40 (2.) 0,20 (4.0) 6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions.. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire-exposure and elevated-temperature conditions. Shear Loads for Threaded Anchors in Sand-Lightweight Concrete (9.) (2.) (.9) Bit (44) (9) 2 (4) 4 (0) 2 (64) (2) 2 (6) () (9) 6 (62) (9) (9) Spacing (9) () 4 (0) (26) (2) 0 (24) Shear Load Based on Concrete Distance f' c 000 psi (20. MPa) Lightweight Concrete F4 Grade 6 Ultimate Std. Dev. 2, (0.) (0.6) (2.6),0 (4.),4 (2.) 2,94 (.),46 (.),4 (.9),4 (2.4). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of % of the allowable load is permitted at critical spacing. No reduction in spacing is allowed. 4. Refer to allowable load-adjustment factors for edge distance on page. 4 (2.4) 224 (.0) 9 (4.0),02 (4.) 60 (2.9),44 (6.4) (.),90 2,0 (.6) (9.4) 9 (4.0),02 2,94 (.) (.) Shear Load Based on Steel Strength A9 GR B 2,40 (0.4) 4,60 (.) 6,20 (29.0) See page for F9 04SS,0 (.),0 (4.),220 (2.2). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. C-SAS Simpson Strong-Tie Company Inc. 2

15 SET Anchoring Adhesive Tension and Shear Loads for Threaded Anchors in -inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU (2.) (.9) (9.) Bit M End Spacing -inch Grout-Filled CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed Anywhere on the Face of the CMU Wall (See Figure ) 4 6,496,00 6,66 (0) (42) (42) (42) (2.9) (.) (0.) (2) 6 () 20 (0) 2 (66) 20 (0) 2 (66) 20 (0) 2 (66). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit. 4. loads may be increased % for short-term loading due to wind forces or seismic forces where permitted by code.,22 (6.6),66 (69.6),64 (.),0 (.9),66 (60.), (.2), (6.0) 2, (2.2), (.6). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Refer to allowable load-adjustment factors for end distance, edge distance and spacing on page 6. See page for 4" Minimum edge distance edge distance (see load table) Installations in this area for full allowable load capacity Figure Installation in this area for reduced allowable load capacity 4" Minimum end distance end distance (see load table) Shaded Area = Placement for Full and Reduced Load Capacity in Grout-Filled CMU C-SAS Simpson Strong-Tie Company Inc. Tension and Shear Loads for Threaded Anchors in 6 and -inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU Anchor Installed in Cell Opening (Top of Wall) See Figure 2 (.9) (9.) (22.2) (.9) (9.) Bit (2) (2) 2 (0) M M End M Spacing 6 and -inch Grout-Filled CMU Loads Based on CMU Strength Ultimate Tension Tension and Shear Values EXCLUDING Earthquake Loads 20 2, 2, (6) (9) (0) (.9) (.2) (2) (2) (6) 2 () (9) (9) 20 (0) 4 (29),90 (9.6) 2, (.2),0 (.9) Tension and Shear Values INCLUDING Earthquake Loads ,00,00 (6) (9) (0) (2.9) (.) (6) (9) 20 (0) Tension and Shear Loads for Threaded Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU (.9) (9.) Bit M M End. Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit for installations through a face shell. 4. loads may not be increased for short-term loading due to wind forces or seismic forces.,00 (.) Ultimate 9,0 (42.4) Shear,90 (.),90 (.) 6,0 (0.2), (6.0), (6.0) 6 and -inch Hollow CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed in Face Shell w/simpson Strong-Tie Epoxy Carbon-Steel Screen Tube 4 4,440 (.9) (0.6) (.) (.9) (0.) (6.4) (.9) 4 (0.6) 4 (.) (0.). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Anchors must be spaced a minimum distance of four times the anchor embedment.. Screen tubes not for use with SET.KTA. 9. Set drill to rotation-only mode when drilling into hollow CMU. 290 (.) 290 (.) See page for Figure 2 End Anchor installed in cell opening (top of wall). Tension and Shear Values EXCLUDING Earthquake Loads may not be increased for wind forces. 2. Tension and Shear Values INCLUDING Earthquake Loads may be increased % for wind forces or seismic forces where permitted by code.. Also see notes and below. See page for 4 " 4" Figure Anchor installed in face shell w/screen tube in hollow cell 29

16 SET Anchoring Adhesive Tension and Shear Loads for Installations in Unreinforced Brick Masonry Walls Minimum URM Wall Thickness is " ( wythes thick) /Rebar /Size (9.) # (.9) #6 (9.) (9.) (.9) Bit M /End M Vertical Spacing M Horiz. Spacing Tension Load Based on URM Strength Minimum Net Mortar Strength = 0 psi Configuration A (Simpson Strong-Tie ETS or ETSP Screen Tube Required) (20) (406) (406) (406) (20) (20) 6 (406) 6 (406) 6 (406) 6 (406) 6 (406) 6 (406) Configuration B (Simpson Strong-Tie ETS or ETSP Screen Tube Required) 6 6 6,200 (0) (406) (406) (406) (.) See page for Shear Load Based on URM Strength Minimum Net Mortar Strength = 0 psi,000 (4.4) 0 (.),000 (4.4),000 (4.4) Configuration C (Simpson Strong-Tie ETS Screen Tube and AST Steel Sleeve Required) 6 6 6,200 0 (406) (406) (406) (.) (.) Configuration A (Shear) Configuration B (Tension & Shear) SCREEN TUBE. Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. All holes are drilled with a " diameter carbide-tipped drill bit with the drill set in the rotation-only mode.. The unreinforced brick walls must have a minimum thickness of inches (three wythes of brick). 4. The allowable load is applicable only where in-place shear tests indicate minimum net mortar strength of 0 psi.. The allowable load for Configuration B and C anchors subjected to a combined tension and shear load is determined by assuming a straight-line relationship between allowable tension and shear. 6. The anchors installed in unreinforced brick walls are limited to resisting seismic or wind forces only.. Configuration A has a straight threaded rod or rebar embedded inches into the wall with a " diameter by -inch long screen tube (part # ETS or ETSP). This configuration is designed to resist shear loads only.. Configuration B has a " threaded rod bent and installed at a 22.-degree angle and installed inches into the wall, to within -inch (maximum) of the exterior wall surface. This configuration is designed to resist tension and shear loads. The pre-bent threaded rod is installed with a " diameter by -inch long screen tube (part # ETS or ETSP). 9. Configuration C is designed to resist tension and shear forces. It consists of a " diameter, ASTM F4 Grade 6 threaded rod and an " long sleeve (part # AST00) and a " diameter by -inch long screen tube (part # ETS). The steel sleeve has a plastic plug in one end. A 6" by 6" by " thick ASTM A 6 steel plate is located on the back face of the wall. 0. Special inspection requirements are determined by local jurisdiction and must be confirmed by the local building official.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 2. Screen tubes not for use with SET.KTA. " MAX. 22.º Configuration C (Tension & Shear) SCREEN TUBE " DIA. BENT THREADED ROD Tension and Shear Loads for Threaded Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU (9.) (2.) (.9) Bit Spacing -inch Hollow CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed in Face Shell w/simpson Strong-Tie ETSP (Plastic) Screen Tube 9 6 2,00 00,20 (6.2) (0) (20) (6.) (.) (.) (6.2) (6.2) 2 (0) 2 (0) (20) (20),00 (6.),00 (6.) See page for 00 (.) 00 (.),20 (.),0 (6.) 2 (.) 2 (.) 2 (.2). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. distances may be reduced to 4" with a corresponding 2% reduction in tension capacity. Shear capacity is unaffected. 4. Values for -inch wide, lightweight, medium-weight and normal-weight concrete masonry units with m compressive strength of,900 psi and " thick face shell.. Embedment depth is measured from the outside face of the concrete masonry unit. 6. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. loads may not be increased for short-term loading due to wind or seismic forces. Wall design must satisfy applicable design standards and be capable of withstanding applied loads.. Screen tubes not for use with SET.KTA. 9. Set drill to rotation-only mode when drilling into hollow CMU. 6"x6"x " STEEL PLATE HEX NUT STEEL SCREEN TUBE STEEL SLEEVE " DIA. ROD Installation Instructions for Configuration C:. hole perpendicular to the wall to a depth of " with a " diameter carbidetipped drill bit (rotation only mode). 2. Clean hole with oil-free compressed air and a nylon brush.. Fill " steel screen tube with mixed adhesive and insert into hole. 4. Insert steel sleeve slowly into screen tube (adhesive will displace).. Allow adhesive to cure (see cure schedule). 6. through plastic plug in (inside) end of steel sleeve with " bit.. completely through the wall with " carbide tipped concrete drill bit (rotation mode only).. Insert " rod through hole and attach metal plate and nut. C-SAS Simpson Strong-Tie Company Inc. 0

17 SET Technical Information Load-Adjustment Factors for SET Adhesive in Normal-Weight Concrete: Distance, Tension Load How to use these charts:. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the edge distance (C act ) at which the anchor is to be installed.. The load-adjustment factor (f c ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension load based on bond strength values only. C-SAS Simpson Strong-Tie Company Inc. Distance Tension (f c) Rebar #4 # #6 E C act C cr () C min f cmin See Notes Below Distance Tension (f c) (cont d) C act () Rebar # # #9 #0 # E C cr C min f cmin E = Embedment depth (inches). 2. C act = actual edge distance at which anchor is installed (inches).. C cr = critical edge distance for 00% load (inches). 4. C min = minimum edge distance for reduced load (inches). See page for. f c = adjustment factor for allowable load at actual edge distance. 6. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)].

18 SET Technical Information Load-Adjustment Factors for SET Adhesive in Normal-Weight Concrete: Distance, Shear Load How to use these charts:. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the edge distance (C act ) at which the anchor is to be installed.. The load-adjustment factor (f c ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable shear load based on concrete edge distance values only. Distance Shear (f c ) Rebar #4 # #6 E Cact Ccr () Cmin fcmin See Notes Below See page for Distance Shear (f c ) (cont d) See page for 2 Rebar # # #9 #0 # E Cact Ccr () Cmin fcmin E = Embedment depth (inches). 2. C act = actual edge distance at which anchor is installed (inches).. C cr = critical edge distance for 00% load (inches). 4. C min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 6. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum edge distance.. f c = f cmin + [( - f cmin ) (C act - C min ) / (C cr - C min )]. C-SAS Simpson Strong-Tie Company Inc.

19 SET Technical Information Load-Adjustment Factors for SET Adhesive in Normal-Weight Concrete: Spacing, Tension Load How to use these charts:. The following tables are for reduced spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the spacing (S act ) at which the anchor is to be installed.. The load-adjustment factor (f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple spacings are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension load based on bond strength values only. Spacing Tension (f s ) Sact () Rebar #4 # #6 E Scr Smin fsmin See page for. E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance.. f s = f smin + [( - f smin ) (S act - S min ) / (S cr - S min )]. C-SAS Simpson Strong-Tie Company Inc. Spacing Tension (f s ) (cont d) Rebar # # #9 #0 # Sact E () Scr Smin fsmin See Notes Above See page for

20 SET Technical Information Load-Adjustment Factors for SET Adhesive in Normal-Weight Concrete: Spacing, Shear Load How to use these charts:. The following tables are for reduced spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the spacing (S act ) at which the anchor is to be installed.. The load-adjustment factor (f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple spacings are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable shear load based on concrete edge distance values only. Spacing Shear (f s ) Rebar #4 # #6 # # #9 #0 # S act E () S cr S min f smin E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. fscr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance.. f s = f smin + [( - f smin ) (S act - S min ) / (S cr - S min )]. See page for C-SAS Simpson Strong-Tie Company Inc. 4

21 SET Technical Information Load-Adjustment Factors for SET Adhesive in Sand-Lightweight Concrete: Distance, Tension and Shear Loads How to use these charts:. The following tables are for reduced edge distance only. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the edge distance (C act ) at which the anchor is to be installed.. The load-adjustment factor (f c ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension load based on bond strength values or allowable shear load based on concrete edge distance values only. C-SAS Simpson Strong-Tie Company Inc. Distance Tension (f c ) E C C cr 2 6 act () C min f cmin E = Embedment depth (inches). 2. C act = actual edge distance at which anchor is installed (inches).. C cr = critical edge distance for 00% load (inches). 4. C min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 6. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)]. See page for See page for Distance Shear (f c ) E C C cr 2 6 act () C min f cmin

22 SET Technical Information Load-adjustment factors for SET adhesive in face of wall installation in " grout-filled CMU: end/edge distance and spacing, tension and shear loads How to use these charts:. The following tables are for reduced end and edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the end or edge distance (C act ) or spacing (S act ) at which the anchor is to be installed.. The load-adjustment factor (f c or f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable Tension or Shear Load Based on CMU Strength values only. End Distance Tension (f c) E 4 6 C act C () cr 20 2 C min f cmin See Notes Below See page for the load table icons Distance Tension (f c) E 4 6 C act C () cr 20 2 C min f cmin See Notes Below See page for the load table icons The allowable tension load reduction factor is permitted to equal.0 provided both of the following conditions are met: (a) The anchor is installed with a minimum end distance, C min, between 4 inches and inches; and (b) a masonry return wall of identical construction is on the opposite side (such as two masonry walls intersecting at a building corner). End and Distance Shear (f c) Shear Load Perpendicular to End or End and Distance Shear (f c) Shear Load Parallel to End or 6 E 4 6 C act C () cr 20 2 C min f cmin Spacing Tension (f s) E 4 6 S act S () cr 20 2 S min f smin E 4 6 C act C () cr 20 2 C min f cmin Spacing Shear (f s) S act () E 4 6 S cr 20 2 S min f smin for all spacing. E = Embedment depth (inches). 2. C act = actual end or edge distance at which anchor is installed (inches).. C cr = critical end or edge distance for 00% load (inches). 4. C min = minimum end or edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual end or edge distance. 6. f ccr = adjustment factor for allowable load at critical end or edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum end or edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)].. E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance... f s = f smin + [( - f smin) (S act - S min) / (S cr - S min)]. C-SAS Simpson Strong-Tie Company Inc.

23 ET-HP (formerly ET) Anchoring Adhesive ET-HP is a two-component, high solids, epoxy-based system for use as a high-strength, non-shrink anchor grouting material. Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle. ET-HP meets the ASTM C- specifications for Type I, II, IV and V, Grade, Classes B and C, except gel time. USES: CODES: ICC-ES ER-494 (URM); City of L.A. RR2, RR220; Multiple DOT Listings. The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPLICATION: Surfaces to receive epoxy must be clean. For installations in or through standing water, see page 22 for details. The base material temperature must be 40 F or above at the time of installation. For best results, material should be 0 F - 0 F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in minutes at a temperature of 40 F or above. INSTALLATION: See pages 0 SHELF LIFE: 24 months from date of manufacture in unopened container STORAGE CONDITIONS: For best results store between 4 F - 90 F. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener black. When properly mixed, ET- HP adhesive will be a uniform medium gray color. ET-HP22 EMN22i ET-HP6 EDT22S C-SAS Simpson Strong-Tie Company Inc. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner, or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured material: Chip or grind off surface. TEST CRITERIA: Anchors installed with ET-HP adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Adhesive Anchors in Masonry Elements (AC) and Adhesive Anchors in Concrete Elements (AC0). In addition, anchors installed with ET-HP adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Unreinforced Masonry Anchors (AC60). PROPERTY TEST METHOD RESULTS Consistency ( F) ASTM C Non-sag/thixotropic paste Heat deflection ASTM D 64 6 F (6 C) Bond strength (moist cure) ASTM C 2 2,00 psi (2 days) 4,240 psi (4 days) Water absorption ASTM D 0 0.9% (24 hours) Compressive yield strength ASTM D 69 9,4 psi (24 hours),90 psi ( days) Compressive modulus ASTM D 69 6,200 psi ( days) Gel time ( F) ASTM C 0 m 60 gram mass 0 min Thin film CHEMICAL RESISTANCE Very good to excellent against distilled water, inorganic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information, visit ET-HP Cartridge Systems Model No. ET-HP22 ET-HP6 Capacity ounces (cubic inches) 22 (9.) 6 (0.) Cartridge Type Carton Quantity side-by-side 0 Dispensing Tool(s) EDT22S,EDTA22P or EDTA22CKT side-by-side 6 EDTA6P Mixing4 Nozzle EMN22i EMN22i or EMN0. Cartridge and bulk estimation guides are available on pages Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages 2.. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. SUGGESTED SPECIFICATIONS: Anchoring adhesive shall be a two-component high solids epoxy based system supplied in manufacturer's standard side-by-side cartridge and dispensed through a static-mixing nozzle supplied by the manufacturer. Epoxy shall meet the minimum requirements of ASTM C- specification for Type I, II, IV, and V, Grade, Class B and C, except gel time, and must develop a minimum,90 psi compressive yield strength after day cure. Epoxy must have a heat deflection temperature of a minimum 6 F (6 C). Adhesive shall be ET-HP adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for ET-HP adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. IMPORTANT See Pages 0 for Installation Instructions

24 ET-HP (formerly ET) Anchoring Adhesive Cure Schedule Base Material Temperature Cure Time F C hrs hrs hrs hrs. In-Service Temperature Sensitivity Base Material Temperature Percent Load F C % % % % % 0 2 %. Refer to temperature-sensitivity chart for allowable bond strength reduction for temperature. See page 22 for more information. 2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.. C = ( F-2) /. ET-HP Epoxy Anchor Installation Information and Additional Data for Threaded and Rebar in Normal-Weight Concrete Characteristic Symbol Units Installation Information Nominal Anchor Diameter () / Rebar Size / # / #4 / # / #6 / # / # / #0 Bit Diameter d hole Maximum Tightening Torque T inst ft-lb Minimum h Permitted Embedment Range 2 ef Maximum h ef Minimum Concrete Thickness h min h ef + d o Distance c ac 2. x h ef Minimum Distance c min 2 Minimum Anchor Spacing s min 6 C-SAS Simpson Strong-Tie Company Inc.. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0. 2. Minimum and maximum embedment depths are are listed in accordance with ICC-ES AC0 requirements.

25 ET-HP (formerly ET) Anchoring Adhesive C-SAS Simpson Strong-Tie Company Inc. ET-HP Epoxy Anchor Tension Strength Design Data for Threaded and Rebar in Normal-Weight Concrete, Characteristic Symbol Units Nominal Anchor Diameter () / # / #4 / # / #6 / # / # / #0 Steel Strength in Tension Minimum Tensile Stress Area A se in Tension Resistance of Steel - ASTM A9, Grade B 9,0,0 2,20 4,0,0,0 2,2 - ASTM F4, Grade 6 4,2,2,0 9,0 26,9,0 6,200 Threaded N - Type 40 Stainless (ASTM A9, Grade B6) sa lb.,0,620 24,60 6,40 0,20 66,660 06,90 - Type 04 and 6 Stainless (ASTM A9, Grade B 4,44,09 2,0 9,040 26, 4,40,2 and BM) Strength Reduction Factor - Steel Failure ϕ 0. Minimum Tensile Stress Area A se in Rebar Tension Resistance of Steel Rebar (ASTM A6, Grade 60) N sa lb. 9,900,000 2,900 9,600 4,000,00 0,00 Strength Reduction Factor Steel Failure ϕ 0.6 Concrete Breakout Strength in Tension (2,00 psi f' c,000 psi) Effectiveness Factor - Uncracked Concrete k uncr 24 Strength Reduction Factor - Breakout Failure ϕ Bond Strength in Tension (2,00 psi f' c,000 psi) Temp. Range for Uncracked Characteristic Bond Strength τ k,uncr psi,90,,4,4,0,0,22 Concrete 2,4, Temp. Range 2 for Uncracked Concrete,4, Characteristic Bond Strength 6, τ k,uncr psi Bond Strength in Tension Bond Strength Reduction Factors for Periodic or Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry Strength Reduction Factor - Water-saturated Concrete ϕ sat The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. Temperature Range : Maximum short-term temperature of 0 F (4 C). Maximum long-term temperature of F (24 C).. Temperature Range 2: Maximum short-term temperature of 0 F (66 C). Maximum long-term temperature of 0 F (4 C). 4. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling).. Long-term concrete temperature are constant temperatures over a significant time period. 6. For anchors that only resist wind or seismic loads, bond strengths may be multiplied by For anchors installed in overhead and subjected to tension resulting from sustained loading, multiply the value calculated for N a according to ICC-ES AC0 by 0... The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. See page for 9. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 0. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 9

26 ET-HP (formerly ET) Anchoring Adhesive ET-HP Epoxy Anchor Shear Strength Design Data for Threaded and Rebar in Normal-Weight Concrete, Threaded Rebar Characteristic Symbol Units Steel Strength in Shear Nominal Anchor Diameter () / Rebar Size / # ½ / #4 / # ¾ / #6 / # / # ¼ / #0 Minimum Shear Stress Area Ase in Shear Resistance of Steel - ASTM A9, Grade B 4, 0,60 6,90 2,00 4,60 4,40 2,6 - ASTM F4, Grade 6 2,260 4,940,6,62 6,00 2,090,20 V sa lb. - Type 40 Stainless (ASTM A9, Grade B6) 4,290 9,0 4,90 22,040 0,490 40,000 6,9 - Type 04 and 6 Stainless (ASTM A9, Grade B and BM) 2,22 4,,0,420,00 20,2,40 Strength Reduction Factor - Steel Failure ϕ Minimum Shear Stress Area A se in Shear Resistance of Steel Rebar (ASTM A6, Grade 60) V sa lb. 4,90 0,00 6,40 2,60 2,400 42,660 66,420 Strength Reduction Factor Steel Failure ϕ Concrete Breakout Strength in Shear See page for Outside Diameter of Anchor do Load Bearing Length of Anchor in Shear l e h ef Strength Reduction Factor Breakout Failure ϕ 0.0 Concrete Pryout Strength in Shear Coefficient for Pryout Strength k cp 2.0 Strength Reduction Factor Pryout Failure ϕ The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 4. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 40 Tension Loads for Threaded Anchors in Normal-Weight Concrete (9.) (2.) (.9) (9.) (22.2) (2.4) (2.6) (.) Bit (9) 4 (0) (2) 6 () (9) 9 (229) 0 (2) (26) () 6 (62) (9) 0 (2) (29) (4) () 6 (429) Spacing 4 (6) (42) 20 (0) 2 (66) () 6 (94) 40 (029) 4 (4) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev., 24 2,9 (9.0) (.4) (9.),6 (6.4) 22, (0.),49 (.) 4,96 (9.9) 4, (20.) 6,40 (2.),4 (0.). load must the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 44 and Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 60 (2.) (.2) 4,940 (22.0),0 (.0),24 (.) 4, (2.),40 (.),20 (2.4),6 (9.4) 0,900 (4.), (2.6),460 (6.) 9,6 (.6) F4 Grade 6 2,0 (9.4),0 (6.), (26.),460 (.6),00 (.2),02 (66.) 9,02 (4.6) 2,490 (04.) Tension Load Based on Steel Strength A9 GR B 4, (20.2),00 (.9) 2,660 (6.),20 (.) 24, (0.2) 2,0 (44.0) 4,000 (2.4) 0,620 (22.2) F9 04SS,60 (6.) 6,40 (2.) 0,20 (4.0) 2,400 (.2) 6,60 (.0) 22,020 (9.9) 2,0 (24.0) 4,420 (.). Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fireexposure and elevated-temperature conditions. See page for C-SAS Simpson Strong-Tie Company Inc.

27 ET-HP (formerly ET) Anchoring Adhesive Shear Loads for Threaded Anchors in Normal-Weight Concrete (9.) (2.) (.9) (9.) (22.2) (2.4) (2.6) (.) Bit (9) 4 (0) (2) 6 () (9) 9 (229) 0 (2) (26) () 6 (62) (9) 0 (2) (29) (4) () 6 (429) Spacing () 6 (62) (9) 0 (2) (29) (4) () 6 (429) Shear Load Based on Concrete Distance f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev.,6 9,90 (.9) (2.6) (.),2 (0.) 9,9 (.0) 2,696 (2.2),02 (6.),29 (.) 2,26 (0.),960 (240.0) 9,20 (26.) 64,2 (2.2),2 (.0),0 (.6) 2,20 (2.) 4,90 (2.) 6,92 (0.) 6,92 (0.),490 (60.0) 4,20 (6.9) 6,4 (.) F4 Grade 6,0 (4.),90 (.6),02 (.) 4,60 (9.4),92 (26.4),40 (4.4) 9,00 (4.6) 2,00 (.) Shear Load Based on Steel Strength A9 GR B 2,40 (0.4) 4,60 (.) 6,20 (29.0) 9,90 (4.) 2,0 (6.) 6,60 (4.2) 2,2 (94.0) 26,0 (6.0) F9 04SS,0 (.),0 (4.),220 (2.2) 6, (2.4),6 (.6),4 (0.) 4,6 (6.9),0 (.9) See page for an explanation of the load table icons. load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 4 and Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. C-SAS Simpson Strong-Tie Company Inc. Tension Loads for Threaded Anchors in Normal-Weight Concrete Stemwall (.9) (.9) (22.2) (22.2) Bit 9 (24.) 2 (04.) 2 (.) (9.) Stemwall Width 6 (2.4) 6 (2.4) (20.2) (20.2) M (44.) (44.) (44.) (44.) M End (2.0) (2.0) (2.0) (2.0) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. 0,20,9 2,60 (4.) (6.9) (.9) 6,0 (.),000 (.6) 2,40 (0.) 260 (.2) 0 (.) 62 (.4) 4,040 (.0) 4,20 (.9), (26.0). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 4. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. Tension Load Based on Steel Strength F4 Grade 6, (26.), (26.),00 (.2),00 (.2) See page for an explanation of the load table icons End " " W= 6"or " and end distances for threaded rod in concrete foundation stemwall corner installation 4

28 ET-HP (formerly ET) Anchoring Adhesive Tension Loads for Rebar Dowels in Normal-Weight Concrete Rebar Size No. #4 (2.) # (.9) #6 (9.) # (22.2) # (2.4) #9 (2.6) #0 (.) # (4.9) #4 (44.) Bit 2 4 (0) 6 (2) (2) 9 (2) 6 () (26) (9) () 9 (229) 2 (0) () 9 (229) (0) 6 (429) (26) () (46) 2 (4) 6 (49) 20 (24) (400) 6 (62) 9 (229) (9) 4 (9) 0 (2) 6 (429) (29) 9 (02) (4) (4) 22 (2) (4) 9 (49) 2 (64) 6 (429) 22 (2) 2 (4) (4) 24 (629) () 2 (600) Spacing (42) 24 (60) 20 (0) (9) 2 (66) 4 (4) () 2 (4) 6 (94) 4 (29) 60 (24) 6 (94) 2 (2) 6 () 4 (4) 60 (24) (90) 49 (2) 66 (66) 2 (2096) 6 (600) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev.,96 4,400 (.) (2.4) (9.6) 2,42 (.),99 (.4) 6, (2.) 4,2 (6.0) 9 (2.6) 0,4 (46.) 0,24 (22.) 2,99 (.) 2,60 (.9) 60,4 (26.),49 (24.4),0 (66.9) f' c 4000 psi (2.6 MPa) Concrete Ultimate Std. Dev. 20,20 (90.) 26 (.2) 29,0 (.) 2,20 (0.) 44,20 (96.),22 (.) 9,2 (26.9),444 (.),0 (66.9),90 (2.4),96 (9.9) 0,6 (4.4),2 (4.9),60 (.6) 0,0 (49.0) 4,6 (2.2),422 (4.) 4,60 (20.) 9,60 (.2) 20,96 (.) 6,06 (29.) 9, (40.),9 (6.9) 22,0 (0.) 0,4 (669.). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 4 and Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire-exposure and elevated-temperature conditions.,2 (6.9) Tension Load Based on Steel Strength ASTM A6 Grade 60 Rebar 4,400 (9.6) 4,00,060 (2.4) (22.) 6, (2.),440, (.) (2.) 0,4 (46.) 0,60,00 (4.0) (49.2) 2,60 (.9) 4,400 4,0 (64.) (66.0),0 (66.9),260 (.2) 2,490 (9.6),0 (66.9) 2,0 (94.) 2,90 (22.),60 (.6) 2,960 (06.6) 0,24 (4.) 9,60 (.2) 2,60 (2.2),60 (6.) 22,0 (0.),960 (4.) 24,000 (06.) 0,40 (.6),440 (66.) 4,000 (240.2) See page for the load table icons C-SAS Simpson Strong-Tie Company Inc. 42

29 ET-HP (formerly ET) Anchoring Adhesive Shear Loads for Rebar Dowels in Normal-Weight Concrete Rebar Size No. #4 (2.) # (.9) #6 (9.) # (22.2) # (2.4) #9 (2.) #0 (2.) # (.) #4 (4.0) Bit 2 4 (0) (2) 6 () (9) 9 (229) 0 (2) (26) 2 (4) 2 (4) (20) 0 (24) 2 (0) 4 (6) 6 (406) (4) 20 (0) 22 (9) 22 (9) Spacing 6 (62) (9) 0 (2) (29) (4) () 6 (429) (4) (4) Shear Load Based on Concrete Distance f' c 200 psi (.2 MPa) Concrete Ultimate Std. Dev. Allow.,64 9,90 (60.) (4.) (.) 20,94 (9.0) 0,4 (4.) 9, (.2),090 (26.2) 6, (4.) 2,2 (6.2) 96,06 (42.),04 (.),22 (.9),4 (.2),62 (.),6 (6.) 2,24 (0.0),6 (6.),20 (2.), (.) 9,960 (44.),20 (9.0),9 (.0) 20,69 (92.) 24,0 (06.) 24,0 (06.) Shear Load Based on Steel Strength ASTM A6 Grade 60 Rebar,060 (.6) 4,40 (2.) 6,0 (29.9) 9,0 (40.) 2,0 (.),00 (6.) 9,40 (6.4) 2,6 (06.2) 4,42 (.) See page for the load table icons. load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 4 and Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. C-SAS Simpson Strong-Tie Company Inc. Tension and Shear Loads for Threaded Anchors in 6 and -inch Normal-Weight Grout-Filled CMU (9.) (2.) (.9) (9.) (9.) (2.) (.9) (9.) (.9) (9.) Bit (9) 4 (0) 4 (2) 6 (2) 6 () (9) 4 (0) 4 (2) 6 () 6 (2) 6 (2) M M End M Spacing 6 and -inch Grout-Filled CMU Loads Based on CMU Strength Tension Ultimate Anchor Installed in Face Shell (See Figure ) ,49,00 (0) (02) (6) (2.9) (.) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 4 (02) 2 (0) 2 (0) 2 (0) 4 (02) 2 (0) 4 (02) 2 (0) 4 () 4 (02) 2 (0) 4 (6) (42) (42) 9 (4) 9 (4) 24 (60) 2 (66) 2 (66),24 (2.2),646 (.),9 (9.9) 0,2 (4.4),290 (0.2) 4,90 (2.),96 (.),40 (6.4),0 (.),9 (.0) 2,04 (9.) 2,260 (0.) 90 (4.4) 2,9 (0.) Anchor Installed in Mortar T Joint (See Figure 2) 4,646,0 (20) (20) (6) (4.0) (6.) (20) (20) 6 (406) (20) (20) (20) (42) 9 (4) 2 (66) 9,29 (42.4) 9,9 (44.),90 (.),990 (.9) Anchor Installed in Cell Opening (Top of Wall) (See Figure ) ,2,4 (02) () (60) (29.9) (6.0) 4 (02) 4 () 24 (60),4 (6.0) Ultimate,2 (2.) 6, (0.0),0 (2.4) 0,9 (4.4),9 (26.6),02 (.9) 4,66 (2.2) Shear,04 (4.6),0 (6.0),40 (.) 2, (9.),9 (.) 2,60 (.6) 9 (4.2) 9,4 (.),0 (24.),00 (.6) 9,29 (42.4),2 (2.2) 4, (2.),0 (.0),00 (4.9),600 (.),90 (.),40 (6.4) 96 (4.) 96 (4.) " MIN. (TYP.) EDGE DISTANCE EDGE DISTANCE END DISTANCE " MIN. (TYP.) ALLOWABLE SHEAR LOAD DIRECTION SHOWN BY ARROWS End END DISTANCE Figure 2 " MIN. (TYP.) anchor placement in grouted CMU face shell Anchor placement in grouted CMU mortar T joint Figure Figure Anchor installed in cell opening (top of wall). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for 6- and -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit for installations through a face shell. 4. loads may not be increased for short-term loading due to wind or seismic forces.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Anchors must be spaced a minimum distance of four times the anchor embedment.. For embedment depths of 6 ¾", -inch-wide normal-weight grout-filled CMU block must be used. 4

30 ET-HP (formerly ET) Anchoring Adhesive Tension and Shear Loads for Threaded Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU (2.) (9.) Bit () 6 M M End 6 and -inch Hollow CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed in Face Shell w/ets Screen Tube (See Figure ) 4 4,400 20,26 (6.2) (0.6) (.) (6.2) (.2) (.9) (6.2) 4 (0.6) 4 (.) 20 (.2) 26 (.2) 26 (.2). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for 6- and -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit for installations through a face shell. 4. loads may not be increased for short-term loading due to wind or seismic forces.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Anchors must be spaced a minimum distance of four times the anchor embedment.. Set drill to rotation-only mode when drilling into hollow CMU. See page for the load table icons 4 " Placement in Hollow CMU Figure 4" Configuration A (Shear) SCREEN TUBE Tension and Shear Loads for Installations in Unreinforced Brick Masonry Walls Minimum URM Wall Thickness is " ( wythes thick) Configuration B (Tension & Shear) 44 (9.) (9.) (.9) Bit M /End M Vertical Spacing M Horiz. Spacing Tension Load Based on URM Strength Minimum Net Mortar Strength = 0 psi Configuration A (Simpson ETS or ETSP Screen Tube Required) 24 (20) (60) (4) (4) Configuration B (Simpson ETS or ETSP Screen Tube Required) (0) 6 (406) (4) 24 (60),200 (.) Configuration C (Simpson ETS Screen Tube and AST Steel Sleeve Required) 24,200 (60) (4) (4) (.). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. All holes are drilled with a " diameter carbide-tipped drill bit with the drill set in the rotation-only mode.. The unreinforced brick walls must have a minimum thickness of inches (three wythes of brick). 4. The allowable load is applicable only where in-place shear tests indicate minimum net mortar strength of 0 psi.. The allowable load for Configuration B and C anchors subjected to a combined tension and shear load is determined by assuming a straight-line relationship between allowable tension and shear. 6. The anchors installed in unreinforced brick walls are limited to resisting seismic or wind forces only.. Configuration A has a straight threaded rod or rebar embedded inches into the wall with a " diameter by -inch long screen tube (part # ETS or ETSP). This configuration is designed to resist shear loads only. Shear Load Based on URM Strength Minimum Net Mortar Strength = 0 psi,000 (4.4),000 (4.4) 0 (.). Configuration B has a ¾" threaded rod bent and installed at a 22.-degree angle and installed inches into the wall, to within -inch (maximum) of the exterior wall surface. This configuration is designed to resist tension and shear loads. The pre-bent threaded rod is installed with a " diameter by -inch long screen tube (part # ETS or ETSP). 9. Configuration C is designed to resist tension and shear forces. It consists of a " diameter, ASTM F4 Grade 6 threaded rod and an " long sleeve (part # AST00) and a " diameter by -inch long screen tube (part # ETS). The steel sleeve has a plastic plug in one end. A 6" by 6" by " thick ASTM A 6 steel plate is located on the back face of the wall. 0. Special inspection requirements are determined by local jurisdiction and must be confirmed by the local building official.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. " MAX. 6"x6"x " STEEL PLATE HEX NUT 22.º Configuration C (Tension & Shear) SCREEN TUBE " DIA. BENT THREADED ROD STEEL SCREEN TUBE STEEL SLEEVE " DIA. ROD Installation Instructions for Configuration C:. hole perpendicular to the wall to a depth of " with a " diameter carbidetipped drill bit (rotation only mode). 2. Clean hole with oil-free compressed air and a nylon brush.. Fill " steel screen tube with mixed adhesive and insert into hole. 4. Insert steel sleeve slowly into screen tube (adhesive will displace).. Allow adhesive to cure (see cure schedule). 6. through plastic plug in (inside) end of steel sleeve with " bit.. completely through the wall with " carbide tipped concrete drill bit (rotation mode only).. Insert " rod through hole and attach metal plate and nut. C-SAS Simpson Strong-Tie Company Inc.

31 ET-HP (formerly ET) Technical Information Load-Adjustment Factors for ET-HP Adhesive in Normal-Weight Concrete: Distance, Tension and Shear Loads How to use these charts:. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the edge distance (Cact) at which the anchor is to be installed.. The load-adjustment factor (fc) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension load based on bond strength values or allowable Shear Load Based on Concrete Distance values only. Distance Tension (f c) See page for the load table icons C-SAS Simpson Strong-Tie Company Inc. C act () Rebar #4 # #6 # # #9 #0 # #4 E C cr C min f cmin See notes below. Distance Shear (f c) Rebar #4 # #6 # # #9 #0 # #4 E C act C cr () C min f cmin E = Embedment depth (inches). 2. C act = actual edge distance at which anchor is installed (inches).. C cr = critical edge distance for 00% load (inches). 4. C min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 6. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)]. 4

32 ET-HP (formerly ET) Technical Information Load-Adjustment Factors for ET-HP Adhesive in Normal-Weight Concrete: Spacing, Tension and Shear Loads How to use these charts:. The following tables are for reduced spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the spacing (Sact) at which the anchor is to be installed.. The load-adjustment factor (fs) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple spacings are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable Tension Load Based on Bond Strength values or allowable Shear Load Based on Concrete Distance values only. Spacing Tension (f s) See page for the load table icons 46 Rebar #4 # #6 # # #9 #0 # #4 S act E () S cr S min f smin See Notes Below Spacing Shear (f s) Rebar #4 # #6 # # #9 #0 # #4 S act E () S cr S min f smin See page for the load table icons. E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance.. f s = f smin + [( - f smin) (S act - S min) / (S cr - S min)]. C-SAS Simpson Strong-Tie Company Inc.

33 EDOT Epoxy Anchoring Adhesive C-SAS Simpson Strong-Tie Company Inc. EDOT adhesive is formulated to provide an economical and high-strength solution for transportation projects. It is a two component, high-solids epoxy-based system that is a non-shrink anchor grouting material. Resin and hardener are dispensed and mixed simultaneously through the static mixing nozzle. EDOT meets the requirements of ASTM C- and AASHTO M2 specifications for Type I, II, IV and V, Grade, Class C. Visit for specific state DOT approvals. USES: APPLICATION: Surfaces to receive epoxy must be clean. The base material temperature must be 40ºF or above at the time of installation. For best results, material should be 0ºF 0ºF at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in warm, uniformly heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in - minutes at a temperature of 40ºF or above. INSTALLATION: See pages 0. SHELF LIFE: 24 months from date of manufacture in unopened container. STORAGE CONDITIONS: For best results, store between 4ºF 90ºF. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener brown When properly mixed, EDOT adhesive will be a uniform and consistent tan color. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired, scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner, or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured material Chip or grind off surface. TEST CRITERIA: Anchors installed with EDOT adhesive have been tested in accordance with ASTM E4 and ASTM E2. PROPERTY TEST METHOD RESULTS Consistency (ºF) ASTM C- Non-sag/ thixotropic paste Heat deflection ASTM D-64 29ºF (4ºC) Bond strength (moist cure) ASTM C-2 04 psi (2 days) 42 psi (4 days) Water absorption ASTM D % (24 hours) Compressive yield strength ASTM D-69 0,0 psi ( days) Compressive modulus ASTM D-69 9,000 psi ( days) Gel time ASTM C- 46 ºF (2ºC) 2 90 ºF (2ºC) CHEMICAL RESISTANCE Very good to excellent against distilled water, dilute inorganic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information, visit or contact Simpson Strong-Tie. SUGGESTED SPECIFICATIONS: Anchoring adhesives shall be a twocomponent high solids epoxy based system dispensed through a static mixing nozzle supplied by the manufacturer. Epoxy shall meet the minimum requirements of ASTM C and AASHTO M2 specification for Type I, II, IV, and V, Grade, Class C, and must develop a minimum 0,000 psi compressive yield strength after day cure. Epoxy must have a heat deflection temperature of a minimum 2ºF (2ºC). Adhesive shall be EDOT adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for EDOT adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. Cure Schedule Base Material Temperature ºF ºC EDOT22 EDOT gallon kit EMN22i EDOT Package Systems Model No. Capacity Package (cubic Type inches) EDOT22 22 ounces Cartridge, (9.) Side-by-side Cure Time hrs hrs hrs hrs In-Service Temperature Sensitivity Base Material Percent of Temperature ºF ºC load % % % % EDTA22P Carton Mixing Dispensing Tool(s) Quantity 0 EDOT6 EDOT 0 gallon kit EDT22S, EDTA22P, EDT22CKT Pot Life for gallon mixed Adhesive Temperature F C Nozzle EMN22i EDOT6 6 ounces Cartridge, EMN22i or 6 EDTA6P (0.) Side-by-side EMN0 EDOTKT gallon kit (2) gal (2) pails kit Metering pump EMNA EDOT0KT 0 gallon (2) gallon kit (2,0) pails kit Metering pump EMNA 00 gallon (2) 0 gallon EDOT00KT kit (2,00) drums kit Metering pump EMNA. Cartridge and bulk Estimation Guides are available on pages Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages 2.. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. 4. Metering pumps offered by third-party manufacturers. Pot Life time (min) IMPORTANT See Pages 0 for Installation Instructions 4

34 Estimating Guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for. oz. Cartridge using Threaded - Installations per Cartridge () Bit () THREADED ROD IN SOLID BASE MATERIAL HOLE DEPTH (inches) Estimating Guide for. oz. Cartridge using Rebar - Installations per Cartridge Rebar Size (no.) Bit () REBAR IN SOLID BASE MATERIAL HOLE DEPTH (inches) Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting C-SAS Simpson Strong-Tie Company Inc. 4

35 Estimating Guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 22 oz. Cartridge using Threaded Installations per Cartridge () Bit () THREADED ROD IN SOLID BASE MATERIAL HOLE DEPTH (inches) C-SAS Simpson Strong-Tie Company Inc. Estimating Guide for 22 oz. Cartridge using Rebar Installations per Cartridge Rebar Size (no.) Estimating Guide for 22 oz. Cartridge and Steel Screen Tubes Installations per Cartridge THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) () Bit () Bit () REBAR IN SOLID BASE MATERIAL HOLE DEPTH (inches) Estimating Guide for 22 oz. Cartridge and Plastic Screen Tubes Installations per Cartridge THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) () Bit () SET.KTA is not suitable for screen tube installations Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting 49

36 Estimating Guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 6 oz. Cartridge using Threaded Installations per Cartridge () Bit () THREADED ROD IN SOLID BASE MATERIAL HOLE DEPTH (inches) Estimating Guide for 6 oz. Cartridge using Rebar Installations per Cartridge Rebar Size (no.) Estimating Guide for 6 oz. Cartridge and Steel Screen Tubes Installations per Cartridge () Bit () Bit () REBAR IN SOLID BASE MATERIAL HOLE DEPTH (inches) THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) C-SAS Simpson Strong-Tie Company Inc. 0 Estimating Guide for 6 oz. Cartridge and Plastic Screen Tubes Installations per Cartridge () Bit () THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) SET.KTA is not suitable for screen tube installations Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting

37 Estimating Guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for Gallon (2 oz.) System using Threaded Installations per Gallon () Bit () THREADED ROD IN SOLID BASE MATERIAL HOLE DEPTH (inches) C-SAS Simpson Strong-Tie Company Inc. Estimating Guide for Gallon (2 oz.) System using Rebar Installations per Gallon Rebar Size (no.) Estimating Guide for Gallon (2 oz.) System using Steel Screen Tubes Installations per Gallon () Bit () Bit () REBAR IN SOLID BASE MATERIAL HOLE DEPTH (inches) THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) Estimating Guide for Gallon (2 oz.) System using Plastic Screen Tubes Installations per Gallon () Bit () THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches) Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting SET.KTA is not suitable for screen tube installations.