submittal / substitution request - copperstate · submittal / substitution request submitted to:...

Submittal / Substitution Request

Submitted tO:To: ______________________________________________________________________________Firm: ____________________________________________________________________________Project: __________________________________________________________________________Submitted Product: SimpSOn StrOng-tie® Set-Xp™ AnCHOring AdHeSiVe

FOr CrACked And unCrACked COnCreteSpecified Product: ____________________________________________________Section: ________________ Page: _______________ Detail/Sheet No.: ______________________Description of Application: ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Attached information includes product description, installation instructions and pertinent technical data needed for evaluation of the submittal request.

Submitted by:Name: ____________________________________ Signature: _____________________________Firm: ____________________________________________________________________________Address: _________________________________________________________________________ _________________________________________________________________________Phone: ____________________________________ Fax: __________________________________E-Mail: ___________________________________________________________________________Date of Submittal: ___________________________

FOr ArCHiteCt/engineer uSe:Approved: ______ Approved As Noted: ______ Not Approved: ______(Please briefly explain why not approved)___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

By: _______________________________________ Date: _________________________________Remarks: _____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

© SIMPSON STRONG-TIE COMPANY INC. 1

Table of Contents

2

This product submittal was compiled by the Simpson StrongTie Submittal Generator web app and is current as of 8/3/2015. Information included in this submittal is subject to change; see www.strongtie.com for the latest information.

Simpson StrongTie® SETXP Anchoring Adhesive Catalog Information Product Information Allowable Stress Design (ASD) Data in Masonry Estimating Guides

IAPMO UES ER265 (for Concrete Masonry)

City of Los Angeles Research Reports RR25965 (for Masonry)

Certificate of NSF 61 approval for potable water applications

SETXP Anchoring Adhesive Safety Data Sheet

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Simpson Strong-Tie ® Anchoring and Fastening Systems for Concrete and MasonryEp

oxy

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SET-XP® High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete

IMPORTANT – See Pages 70–71 for Installation Instructions

SET-XP® is a 1:1 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 AC308 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 C881 specification for Type I and Type IV, Grade 3, 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-2508; City of L.A. pending; Florida FL 11506.5 NSF/ANSI Standard 61 (216 in2⁄1000 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 50º F or above at the time of installation. For best results, material should be 70–80º 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 5–7 minutes at a temperature of 40º F or above.dESIgN EXAMPlE: See pages 231, 235–237INSTAllATION: See pages 70–71ShElf lIfE: 24 months from date of manufacture in unopened side-by-side cartridge. STORAgE CONdITIONS: For best results, store between 45–90° 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 (AC58) and Adhesive Anchors in Concrete Elements (AC308) 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 elevated-temperatures

• Static loading at elevated-temperatures

• Damp holes• Freeze-thaw conditions• Critical and minimum edge

distance and spacing

PROPERTy TEST METhOd RESUlTS Consistency ASTM C881 Passed, non-sag Glass transition temperature ASTM E1356 155°F Bond strength (moist cure) ASTM C882 3,742 psi at 2 days Water absorption ASTM D570 0.10% Compressive yield strength ASTM D695 14,830 psi Compressive modulus ASTM D695 644,000 psi Gel time ASTM C881 49 minutesChEMICAl 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.

Cracked &Uncracked CONCRETE

IBC®

2009

ESR-2508ICC-ES

SET-XP Cartridge System

Model No.

Capacity ounces (cubic inches)

Cartridge Type

Carton Quantity

Dispensing tool(s)

Mixing Nozzle

SET-XP10 8.5 (16.2) single 12 CDT10S

EMN22iSET-XP22 22 (39.7) side-by-side 10EDT22S

EDTA22P EDT22CKT

SET-XP56 56 (101.1) side-by-side 6 EDTA56P1. Cartridge estimation guides are available on pages 48–51.2. Detailed information on dispensing tools, mixing nozzles and other adhesive

accessories is available on pages 72–77.3. 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.

For water-saturated concrete, the cure times are doubled.

Cure ScheduleBase Material Temperature Gel Time

(mins.)Cure Time

(hrs.)ºF ºC50 10 75 7260 16 60 4870 21 45 2490 32 35 24110 43 20 24

SUggESTEd SPECIfICATION: Anchoring adhesive shall be a two-component high-solids, epoxy-based system supplied in manufacturer’s standard cartridge and dispensed through a static-mixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested and qualified for performance in cracked and uncracked concrete per ICC-ES AC308. 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 72–77 for information on dispensing tools, mixing nozzles and other accessories.

SET-XP® 56

EDT22S

SET-XP® 22SET-XP® 10

EMN22i

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Tension and Shear Loads for Threaded Rod and Rebar Anchors in 8-inch Lightweight,Medium-Weight and Normal-Weight Grout Filled CMU

Rod Dia. in.

(mm)

Drill Bit Dia. in.

Min. Embed. Depth

in. (mm)

Critical Edge Dist.

in. (mm)

Critical End Dist.

in. (mm)

Critical Spacing

Dist. in.

(mm)

8-inch Grout Filled CMU Allowable Loads Based on CMU Strength

Tension Shear

Ultimate lbs. (kN)

Allowable lbs. (kN)

Ultimate lbs. (kN)

Allowable lbs. (kN)

Threaded Rod Anchors Installed on the Face of the CMU Wall (see Figure 1)

3⁄8(9.5) 1⁄2 3 3⁄8

(86)12

(305)12

(305)8

(203)7,441(33.1)

1,490(6.6)

5,721(25.4)

1,145(5.1)

1⁄2(12.7) 5⁄8 4 1⁄2

(114)12

(305)12

(305)8

(203)9,125(40.6)

1,825(8.1)

6,997(31.1)

1,350(6.0)

5⁄8(15.9) 3⁄4 5 5⁄8

(143)12

(305)12

(305)8

(203)9,618(42.8)

1,895(8.4)

6,887(30.6)

1,350(6.0)

3⁄4(19.1) 7⁄8 6 1⁄2

(165)12

(305)12

(305)8

(203)9,480(42.2)

1,895(8.4)

6,747(30.0)

1,350(6.0)

Rebar Anchors Installed on the Face of the CMU Wall (see Figure 1)

#3(9.5) 1⁄2 3 3⁄8

(86)12

(305)12

(305)8

(203)6,982(31.1)

1,395(6.2)

7,299(32.5)

1,460(6.5)

#4(12.7) 5⁄8 4 1⁄2

(114)12

(305)12

(305)8

(203)9,167(40.8)

1,835(8.2)

8,144(36.2)

1,505(6.7)

#5(15.9) 3⁄4 5 5⁄8

(143)12

(305)12

(305)8

(203)10,925(48.6)

2,185(9.7)

7,530(33.5)

1,505(6.7)

1. Threaded rods must comply with ASTM F1554 Grade 36, Grade C minimum. Rebar must comply with ASTM A615, Grade 60 minimum.

2. Values for 8-inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'm, at 28 days is 1500 psi.

3. Embedment depth is measured from the outside face of the concrete masonry unit.4. Allowable loads may be increased 33 1⁄3% for short-term loading due to wind forces

or seismic forces where permitted by code.5. 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 5.0 for installations

under the IBC and IRC. 7. Refer to allowable load-adjustment factors for end distance, edge distance and

spacing on page 21.

In-Service Temperature SensitivityBase Material Temperature

Percent Allowable

Load˚F ˚C70 21 100%

110 43 89%125 52 89%135 57 74%150 66 74%

1. Refer to temperature sensitivity chart for allowable bond strength reduction for temperature. See page 225 for more information.

2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.

3. °C = (°F-32) / 1.8

Shaded Area = Placement for Full and Reduced Allowable Load

Capacity in Grout-Filled CMU

Figure 1

Installations in this area forfull allowable load capacity

Installationin this areafor reducedallowableload capacity

4" Minimumend distance

Critical enddistance(see load table)

No installationwithin 1½" ofhead joint

4" minimumedge distance

Critical edge distance(see load table)

* See page 13 for an explanation of the load table icons

*

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End and Edge Distance Tension (fc)

Spacing Tension (fs) Spacing Shear (fs)* *

Load-Adjustment Factors for SET-XP® Adhesive in Face of Wall Installation in 8" Grout-Filled CMU: End / Edge Distance and Spacing, Tension and Shear Loadshow to use these charts:1. 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. 3. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the end or edge distance (Cact) or spacing (Sact) at which the

anchor is to be installed. 5. The load-adjustment factor (fc or fs) is the intersection of the row

and column.

6. Multiply the allowable load by the applicable load-adjustment factor. 7. Reduction factors for multiple edges or spacing are multiplied together. 8. 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.

1. E = Embedment depth (inches).2. Cact = actual end or edge distance at

which anchor is installed (inches).3. Ccr = critical end or edge distance

for 100% load (inches).4. Cmin = minimum end or edge

distance for reduced load (inches).5. fc = adjustment factor for allowable

load at actual end or edge distance.6. fccr = adjustment factor for

allowable load at critical end or edge distance. fccr is always = 1.00.

7. fcmin = adjustment factor for allowable load at minimum end or edge distance.

8. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)].

1. E = Embedment depth (inches).2. Sact = actual spacing distance

at which anchors are installed (inches).

3. Scr = critical spacing distance for 100% load (inches).

4. Smin = minimum spacing distance for reduced load (inches).

5. fs = adjustment factor for allowable load at actual spacing distance.

6. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00.

7. fsmin = adjustment factor for allowable load at minimum spacing distance.

8. 8. fs = fsmin + [(1 - fsmin) (Sact - Smin) / (Scr - Smin)].

Cact (in)

Dia. 3⁄8 1⁄2 5⁄8 3⁄4 #3 #4 #5

E 3 3⁄8 4 1⁄2 5 5⁄8 6 1⁄2 3 3⁄8 4 1⁄2 5 5⁄8

Ccr 12 12 12 12 12 12 12

Cmin 4 4 4 4 4 4 4

fcmin 0.91 1.00 1.00 1.00 0.96 0.88 0.88

4 0.91 1.00 1.00 1.00 0.96 0.88 0.88

6 0.93 1.00 1.00 1.00 0.97 0.91 0.91

8 0.96 1.00 1.00 1.00 0.98 0.94 0.94

10 0.98 1.00 1.00 1.00 0.99 0.97 0.97

12 1.00 1.00 1.00 1.00 1.00 1.00 1.00

End and Edge Distance Shear (fc)Shear Load Perpendicular to End or Edge

Cact (in)

Dia. 3⁄8 1⁄2 5⁄8 3⁄4 #3 #4 #5

E 3 3⁄8 4 1⁄2 5 5⁄8 6 1⁄2 3 3⁄8 4 1⁄2 5 5⁄8

Ccr 12 12 12 12 12 12 12

Cmin 4 4 4 4 4 4 4

fcmin 0.72 0.58 0.48 0.44 0.62 0.54 0.43

4 0.72 0.58 0.48 0.44 0.62 0.54 0.43

6 0.79 0.69 0.61 0.58 0.72 0.66 0.57

8 0.86 0.79 0.74 0.72 0.81 0.77 0.72

10 0.93 0.90 0.87 0.86 0.91 0.89 0.86

12 1.00 1.00 1.00 1.00 1.00 1.00 1.00

See Notes Below

End and Edge Distance Shear (fc) Shear Load Parallel to End or Edge

**

Cact (in)

Dia. 3⁄8 1⁄2 5⁄8 3⁄4 #3 #4 #5

E 3 3⁄8 4 1⁄2 5 5⁄8 6 1⁄2 3 3⁄8 4 1⁄2 5 5⁄8

Ccr 12 12 12 12 12 12 12

Cmin 4 4 4 4 4 4 4

fcmin 0.94 0.87 0.87 0.85 0.84 0.82 0.82

4 0.94 0.87 0.87 0.85 0.84 0.82 0.82

6 0.96 0.90 0.90 0.89 0.88 0.87 0.87

8 0.97 0.94 0.94 0.93 0.92 0.91 0.91

10 0.99 0.97 0.97 0.96 0.96 0.96 0.96

12 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Sact (in)

Dia. 3⁄8 1⁄2 5⁄8 3⁄4 #3 #4 #5

E 3 3⁄8 4 1⁄2 5 5⁄8 6 1⁄2 3 3⁄8 4 1⁄2 5 5⁄8

Scr 8 8 8 8 8 8 8

Smin 4 4 4 4 4 4 4

fsmin 1.00 0.82 0.82 0.82 0.87 0.87 0.87

4 1.00 0.82 0.82 0.82 0.87 0.87 0.87

5 1.00 0.87 0.87 0.87 0.90 0.90 0.90

6 1.00 0.91 0.91 0.91 0.94 0.94 0.94

7 1.00 0.96 0.96 0.96 0.97 0.97 0.97

8 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Sact (in)

Dia. 3⁄8 1⁄2 5⁄8 3⁄4 #3 #4 #5

E 3 3⁄8 4 1⁄2 5 5⁄8 6 1⁄2 3 3⁄8 4 1⁄2 5 5⁄8

Scr 8 8 8 8 8 8 8

Smin 4 4 4 4 4 4 4

fsmin 1.00 1.00 1.00 1.00 0.91 0.91 1.00

4 1.00 1.00 1.00 1.00 0.91 0.91 1.00

5 1.00 1.00 1.00 1.00 0.93 0.93 1.00

6 1.00 1.00 1.00 1.00 0.96 0.96 1.00

7 1.00 1.00 1.00 1.00 0.98 0.98 1.00

8 1.00 1.00 1.00 1.00 1.00 1.00 1.00

* See page 13 for an explanation of the load table icons

*

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Estimating guides for SET-XP, SET, ET-HP and EDOT Adhesives

Estimating Guide for 8.5 oz. Cartridge using Threaded Rod - Installations per CartridgeRodDia.(in.)

DrillBit Dia.

(in.)

THREADED ROD IN SOLID BASE MATERIALHOLE DEPTH (inches)

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3⁄8 7⁄16 67 45 34 27 22 19 17 15 13 12 11 10 10 9 8 8 7 7 7 3⁄8 1⁄2 42 28 21 17 14 12 11 9 8 8 7 7 6 6 5 5 5 4 4 1⁄2 9⁄16 49 32 24 19 16 14 12 11 10 9 8 7 7 6 6 6 5 5 5 1⁄2 5⁄8 31 20 15 12 10 9 8 7 6 6 5 5 4 4 4 4 3 3 3 5⁄8 3⁄4 24 16 12 10 8 7 6 5 5 4 4 4 3 3 3 3 3 3 2.4 5⁄8 7⁄8 14 9 7 5 5 4 3 3 3 2.5 2.3 2.1 2.0 1.8 1.7 1.6 1.5 1.4 1.4 3⁄4 7⁄8 19 13 10 8 6 6 5 4 4 4 3 3 3 3 2.4 2.3 2.1 2.0 1.9 3⁄4 1 12 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.7 1.5 1.4 1.4 1.3 1.2 1.2 7⁄8 1 16 11 8 6 5 5 4 4 3 3 3 2.5 2.3 2.2 2.0 1.9 1.8 1.7 1.6 7⁄8 1 1⁄8 10 6 5 4 3 3 2.4 2.2 1.9 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 1.01 1 1⁄8 13 9 7 5 4 4 3 3 3 2.4 2.2 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.31 1 1⁄4 8 6 4 3 3 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.8

1 1⁄8 1 1⁄4 12 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.2 1.21 1⁄8 1 3⁄8 7 5 4 3 2.5 2.1 1.9 1.6 1.5 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.8 0.8 0.71 1⁄4 1 3⁄8 10 7 5 4 3 3 3 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.01 1⁄4 1 1⁄2 7 4 3 3 2.2 1.9 1.7 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7

Estimating Guide for 8.5 oz. Cartridge using Rebar - Installations per CartridgeRebarSize(no.)

DrillBit Dia.

(in.)

REBAR IN SOLID BASE MATERIALHOLE DEPTH (inches)

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 7⁄16 90 60 45 36 30 26 22 20 18 16 15 14 13 12 11 11 10 9 93 1⁄2 50 34 25 20 17 14 13 11 10 9 8 8 7 7 6 6 6 5 54 9⁄16 74 49 37 30 25 21 18 16 15 13 12 11 11 10 9 9 8 8 74 5⁄8 39 26 20 16 13 11 10 9 8 7 7 6 6 5 5 5 4 4 45 3⁄4 32 21 16 13 11 9 8 7 6 6 5 5 5 4 4 4 4 3 35 7⁄8 16 11 8 6 5 5 4 4 3 3 3 2.4 2.3 2.1 2.0 1.9 1.8 1.7 1.66 7⁄8 25 17 13 10 8 7 6 6 5 5 4 4 4 3 3 3 3 3 36 1 13 9 7 5 4 4 3 3 3 2.5 2.2 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.37 1 22 15 11 9 7 6 6 5 4 4 4 3 3 3 3 3 2.4 2.3 2.27 1 1⁄8 11 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.2 1.18 1 1⁄8 19 13 9 8 6 5 5 4 4 3 3 3 3 3 2.4 2.2 2.1 2.0 1.98 1 1⁄4 10 7 5 4 3 3 3 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.09 1 1⁄4 17 11 8 7 6 5 4 4 3 3 3 3 2.4 2.3 2.1 2.0 1.9 1.8 1.79 1 3⁄8 9 6 5 4 3 3 2.3 2.1 1.9 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9

10 1 1⁄2 9 6 5 4 3 3 2.3 2.0 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.910 1 3⁄4 4 3 2.2 1.8 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.411 1 5⁄8 9 6 4 3 3 2.5 2.2 1.9 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.911 1 7⁄8 4 3 2.1 1.7 1.4 1.2 1.1 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4

Tables are estimations. Actual usage may vary depending on waste.Note: Online adhesive cartridge quantity estimating tools are available by visiting www.strongtie.com

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Rod Dia. (in.)

Drill Bit Dia.

(in.)

THREADED ROD IN SOLID BASE MATERIAL HOLE DEPTH (inches)

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203⁄8 7⁄16 174 116 87 70 58 50 43 39 35 32 29 27 25 23 22 20 19 18 173⁄8 1⁄2 110 73 55 44 37 31 27 24 22 20 18 17 16 15 14 13 12 12 111⁄2 9⁄16 126 84 63 51 42 36 32 28 25 23 21 19 18 17 16 15 14 13 131⁄2 5⁄8 80 53 40 32 27 23 20 18 16 14 13 12 11 11 10 9 9 8 85⁄8 3⁄4 62 42 31 25 21 18 16 14 12 11 10 10 9 8 8 7 7 7 65⁄8 7⁄8 36 24 18 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 43⁄4 7⁄8 50 33 25 20 17 14 13 11 10 9 8 8 7 7 6 6 6 5 53⁄4 1 30 20 15 12 10 9 8 7 6 5 5 5 4 4 4 4 3 3 37⁄8 1 42 28 21 17 14 12 11 9 8 8 7 6 6 6 5 5 5 4 47⁄8 1 1⁄8 25 17 13 10 8 7 6 6 5 5 4 4 4 3 3 3 3 3 31 1 1⁄8 35 23 17 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 31 1 1⁄4 22 15 11 9 7 6 5 5 4 4 4 3 3 3 3 3 2 2 2

1 1⁄8 1 1⁄4 30 20 15 12 10 9 7 7 6 5 5 5 4 4 4 4 3 3 31 1⁄8 1 3⁄8 19 13 10 8 6 5 5 4 4 3 3 3 3 3 2 2 2 2 21 1⁄4 1 3⁄8 27 18 13 11 9 8 7 6 5 5 4 4 4 4 3 3 3 3 31 1⁄4 1 1⁄2 17 12 9 7 6 5 4 4 3 3 3 3 2 2 2 2 2 2 2

Estimating Guide for 22 oz. Cartridge using Threaded Rod – Installations per Cartridge

Rod Dia. (in.)

Drill Bit Dia.

(in.)

THREADED ROD INSERTED IN SCREEN TUBE HOLE DEPTH (inches)

3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 49 43 34 29 25 21 19 171⁄2 11⁄16 31 27 22 18 16 14 12 115⁄8 7⁄8 18 15 12 10 9 8 7 6 6 5 53⁄4 1 13 11 9 8 7 6 5 5 4 4 4 3 3 3 3 3 2 2 2

Estimating Guide for 22 oz. Cartridge and Steel Screen Tubes – Installations per Cartridge

Rebar Size (no.)

Drill Bit Dia.

(in.)

REBAR IN SOLID BASE MATERIAL HOLE DEPTH (inches)

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203 7⁄16 233 155 116 93 78 67 58 52 47 42 39 36 33 31 29 27 26 25 23

3 1⁄2 131 87 65 52 44 37 33 29 26 24 22 20 19 17 16 15 15 14 13

4 9⁄16 192 128 96 77 64 55 48 43 38 35 32 30 27 26 24 23 21 20 19

4 5⁄8 102 68 51 41 34 29 25 23 20 18 17 16 15 14 13 12 11 11 10

5 3⁄4 82 55 41 33 27 23 20 18 16 15 14 13 12 11 10 10 9 9 8

5 7⁄8 41 27 21 16 14 12 10 9 8 7 7 6 6 5 5 5 5 4 4

6 7⁄8 65 44 33 26 22 19 16 15 13 12 11 10 9 9 8 8 7 7 76 1 35 23 17 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 37 1 57 38 29 23 19 16 14 13 11 10 10 9 8 8 7 7 6 6 67 1 1⁄8 30 20 15 12 10 9 7 7 6 5 5 5 4 4 4 4 3 3 38 1 1⁄8 49 33 25 20 16 14 12 11 10 9 8 8 7 7 6 6 5 5 58 1 1⁄4 27 18 13 11 9 8 7 6 5 5 4 4 4 4 3 3 3 3 39 1 1⁄4 44 29 22 18 15 13 11 10 9 8 7 7 6 6 6 5 5 5 49 1 3⁄8 24 16 12 10 8 7 6 5 5 4 4 4 3 3 3 3 3 3 210 1 1⁄2 23 16 12 9 8 7 6 5 5 4 4 4 3 3 3 3 3 2 210 1 3⁄4 12 8 6 5 4 3 3 3 2 2 2 2 2 2 1 1 1 1 111 1 5⁄8 22 15 11 9 7 6 6 5 4 4 4 3 3 3 3 3 2 2 211 1 7⁄8 11 7 6 4 4 3 3 2 2 2 2 2 2 1 1 1 1 1 1

Estimating Guide for 22 oz. Cartridge using Rebar – Installations per Cartridge

Rod Dia. (in.)

Drill Bit Dia.

(in.)


3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 57 50 40 34 29 25 22 201⁄2 11⁄16 30 26 21 17 15 13 12 105⁄8 7⁄8 20 18 14 12 10 9 8 7 6 6 53⁄4 1 15 13 10 9 7 6 6 5 5 4 4 4 3 3 3 3 3 3 2

Estimating Guide for 22 oz. Cartridge and Plastic Screen Tubes – Installations per CartridgeSET1.7KTA is not suitable for screen tube installations.


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Rod Dia. (in.)

Drill Bit Dia.

(in.)


2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203⁄8 7⁄16 443 295 221 177 148 127 111 98 89 81 74 68 63 59 55 52 49 47 443⁄8 1⁄2 279 186 140 112 93 80 70 62 56 51 47 43 40 37 35 33 31 29 281⁄2 9⁄16 322 215 161 129 107 92 80 72 64 59 54 50 46 43 40 38 36 34 321⁄2 5⁄8 203 135 101 81 68 58 51 45 41 37 34 31 29 27 25 24 23 21 205⁄8 3⁄4 159 106 79 64 53 45 40 35 32 29 26 24 23 21 20 19 18 17 165⁄8 7⁄8 91 60 45 36 30 26 23 20 18 16 15 14 13 12 11 11 10 10 93⁄4 7⁄8 127 85 64 51 42 36 32 28 25 23 21 20 18 17 16 15 14 13 133⁄4 1 76 51 38 31 25 22 19 17 15 14 13 12 11 10 10 9 8 8 87⁄8 1 107 72 54 43 36 31 27 24 21 20 18 17 15 14 13 13 12 11 117⁄8 1 1⁄8 64 43 32 26 21 18 16 14 13 12 11 10 9 9 8 8 7 7 61 1 1⁄8 88 59 44 35 29 25 22 20 18 16 15 14 13 12 11 10 10 9 91 1 1⁄4 56 37 28 22 19 16 14 12 11 10 9 9 8 7 7 7 6 6 6

1 1⁄8 1 1⁄4 76 51 38 30 25 22 19 17 15 14 13 12 11 10 10 9 8 8 81 1⁄8 1 3⁄8 49 33 24 20 16 14 12 11 10 9 8 8 7 7 6 6 5 5 51 1⁄4 1 3⁄8 69 46 34 27 23 20 17 15 14 12 11 11 10 9 9 8 8 7 71 1⁄4 1 1⁄2 44 30 22 18 15 13 11 10 9 8 7 7 6 6 6 5 5 5 4

Estimating Guide for 56 oz. Cartridge using Threaded Rod – Installations per Cartridge

Rod Dia. (in.)

Drill Bit Dia.

(in.)


3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 125 109 87 73 62 55 49 441⁄2 11⁄16 79 69 55 46 39 35 31 285⁄8 7⁄8 45 39 31 26 22 20 17 16 14 13 123⁄4 1 33 29 23 19 17 15 13 12 11 10 9 8 8 7 7 6 6 6 6

Estimating Guide for 56 oz. Cartridge and Steel Screen Tubes – Installations per Cartridge

Rebar Size (no.)

Drill Bit Dia.

(in.)


2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203 7⁄16 593 395 296 237 198 169 148 132 119 108 99 91 85 79 74 70 66 62 593 1⁄2 332 222 166 133 111 95 83 74 66 60 55 51 47 44 42 39 37 35 334 9⁄16 489 326 244 195 163 140 122 109 98 89 81 75 70 65 61 57 54 51 494 5⁄8 259 172 129 103 86 74 65 57 52 47 43 40 37 34 32 30 29 27 265 3⁄4 208 139 104 83 69 60 52 46 42 38 35 32 30 28 26 25 23 22 215 7⁄8 105 70 52 42 35 30 26 23 21 19 17 16 15 14 13 12 12 11 106 7⁄8 167 111 83 67 56 48 42 37 33 30 28 26 24 22 21 20 19 18 176 1 89 59 45 36 30 25 22 20 18 16 15 14 13 12 11 10 10 9 97 1 145 97 73 58 48 42 36 32 29 26 24 22 21 19 18 17 16 15 157 1 1⁄8 76 51 38 30 25 22 19 17 15 14 13 12 11 10 9 9 8 8 88 1 1⁄8 125 83 62 50 42 36 31 28 25 23 21 19 18 17 16 15 14 13 128 1 1⁄4 68 46 34 27 23 20 17 15 14 12 11 11 10 9 9 8 8 7 79 1 1⁄4 112 75 56 45 37 32 28 25 22 20 19 17 16 15 14 13 12 12 119 1 3⁄8 62 41 31 25 21 18 15 14 12 11 10 10 9 8 8 7 7 7 610 1 1⁄2 60 40 30 24 20 17 15 13 12 11 10 9 9 8 7 7 7 6 610 1 3⁄4 29 20 15 12 10 8 7 7 6 5 5 5 4 4 4 3 3 3 311 1 5⁄8 57 38 29 23 19 16 14 13 11 10 10 9 8 8 7 7 6 6 611 1 7⁄8 28 19 14 11 9 8 7 6 6 5 5 4 4 4 4 3 3 3 3

Estimating Guide for 56 oz. Cartridge using Rebar – Installations per Cartridge

Rod Dia. (in.)

Drill Bit Dia.

(in.)


3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 146 128 102 85 73 64 57 511⁄2 11⁄16 76 66 53 44 38 33 30 275⁄8 7⁄8 52 45 36 30 26 23 20 18 17 15 143⁄4 1 38 33 26 22 19 17 15 13 12 11 10 9 9 8 8 7 7 7 6

Estimating Guide for 56 oz. Cartridge and Plastic Screen Tubes – Installations per CartridgeSET1.7KTA is not suitable for screen tube installations.


51

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Rod Dia. (in.)

Drill Bit Dia.

(in.)


2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203⁄8 7⁄16 1012 675 506 405 337 289 253 225 202 184 169 156 145 135 126 119 112 107 1013⁄8 1⁄2 638 425 319 255 213 182 160 142 128 116 106 98 91 85 80 75 71 67 641⁄2 9⁄16 735 490 368 294 245 210 184 163 147 134 123 113 105 98 92 86 82 77 741⁄2 5⁄8 464 309 232 186 155 133 116 103 93 84 77 71 66 62 58 55 52 49 465⁄8 3⁄4 363 242 181 145 121 104 91 81 73 66 60 56 52 48 45 43 40 38 365⁄8 7⁄8 207 138 104 83 69 59 52 46 41 38 35 32 30 28 26 24 23 22 213⁄4 7⁄8 291 194 146 116 97 83 73 65 58 53 49 45 42 39 36 34 32 31 293⁄4 1 175 116 87 70 58 50 44 39 35 32 29 27 25 23 22 21 19 18 177⁄8 1 245 163 123 98 82 70 61 54 49 45 41 38 35 33 31 29 27 26 257⁄8 1 1⁄8 146 98 73 59 49 42 37 33 29 27 24 23 21 20 18 17 16 15 151 1 1⁄8 202 135 101 81 67 58 50 45 40 37 34 31 29 27 25 24 22 21 201 1 1⁄4 127 85 64 51 42 36 32 28 25 23 21 20 18 17 16 15 14 13 13

1 1⁄8 1 1⁄4 174 116 87 70 58 50 43 39 35 32 29 27 25 23 22 20 19 18 171 1⁄8 1 3⁄8 112 75 56 45 37 32 28 25 22 20 19 17 16 15 14 13 12 12 111 1⁄4 1 3⁄8 157 105 78 63 52 45 39 35 31 29 26 24 22 21 20 18 17 17 161 1⁄4 1 1⁄2 101 68 51 41 34 29 25 23 20 18 17 16 14 14 13 12 11 11 10

Estimating Guide for 1 Gallon (128 oz.) System using Threaded Rod – Installations per Gallon

Rod Dia. (in.)

Drill Bit Dia.

(in.)


3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 285 250 200 167 143 125 111 1001⁄2 11⁄16 180 158 126 105 90 79 70 635⁄8 7⁄8 102 89 71 60 51 45 40 36 32 30 273⁄4 1 76 66 53 44 38 33 29 27 24 22 20 19 18 17 16 15 14 13 13

Estimating Guide for 1 Gallon (128 oz.) System using Steel Screen Tubes – Installations per Gallon

Rebar Size (no.)

Drill Bit Dia.

(in.)


2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 203 7⁄16 1354 903 677 542 451 387 339 301 271 246 226 208 193 181 169 159 150 143 1353 1⁄2 759 506 380 304 253 217 190 169 152 138 127 117 108 101 95 89 84 80 764 9⁄16 1116 744 558 446 372 319 279 248 223 203 186 172 159 149 140 131 124 117 1124 5⁄8 591 394 296 236 197 169 148 131 118 107 99 91 84 79 74 70 66 62 595 3⁄4 476 317 238 190 159 136 119 106 95 87 79 73 68 63 60 56 53 50 485 7⁄8 240 160 120 96 80 68 60 53 48 44 40 37 34 32 30 28 27 25 246 7⁄8 381 254 191 152 127 109 95 85 76 69 64 59 54 51 48 45 42 40 386 1 204 136 102 81 68 58 51 45 41 37 34 31 29 27 25 24 23 21 207 1 332 222 166 133 111 95 83 74 66 60 55 51 47 44 42 39 37 35 337 1 1⁄8 173 116 87 69 58 50 43 39 35 32 29 27 25 23 22 20 19 18 178 1 1⁄8 285 190 143 114 95 82 71 63 57 52 48 44 41 38 36 34 32 30 298 1 1⁄4 156 104 78 63 52 45 39 35 31 28 26 24 22 21 20 18 17 16 169 1 1⁄4 257 171 128 103 86 73 64 57 51 47 43 39 37 34 32 30 29 27 269 1 3⁄8 141 94 71 56 47 40 35 31 28 26 24 22 20 19 18 17 16 15 1410 1 1⁄2 136 91 68 54 45 39 34 30 27 25 23 21 19 18 17 16 15 14 1410 1 3⁄4 67 45 34 27 22 19 17 15 13 12 11 10 10 9 8 8 7 7 711 1 5⁄8 131 87 65 52 44 37 33 29 26 24 22 20 19 17 16 15 15 14 1311 1 7⁄8 64 43 32 26 21 18 16 14 13 12 11 10 9 9 8 8 7 7 6

Estimating Guide for 1 Gallon (128 oz.) System using Rebar – Installations per Gallon

Rod Dia. (in.)

Drill Bit Dia.

(in.)


3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 213⁄8 9⁄16 334 293 234 195 167 146 130 1171⁄2 11⁄16 173 152 121 101 87 76 67 615⁄8 7⁄8 119 104 83 69 59 52 46 41 38 35 323⁄4 1 86 76 60 50 43 38 34 30 27 25 23 22 20 19 18 17 16 15 14

Estimating Guide for 1 Gallon (128 oz.) System using Plastic Screen Tubes – Installations per GallonSET1.7KTA is not suitable for screen tube installations.


Number: 265

Originally Issued: 01/2013 Revised: 01/16/2015 Valid Through: 01/2016

Page 1 of 18

EVALUATION SUBJECT: SET-XP® EPOXY ADHESIVE ANCHORS FOR MASONRY REPORT HOLDER: Simpson Strong-Tie Company Inc. 5956 West Las Positas Boulevard Pleasanton, California 94588 (800) 925-5099 www.strongtie.com CSI DIVISION: 04 00 00—MASONRY CSI Section: 04 05 19.16—Masonry Anchors 1.0 SCOPE OF EVALUATION 1.1 Compliance to the following codes & regulations:

2012, 2009, 2006 and 2003 International Building Code® (IBC)

2012, 2009, 2006 and 2003 International Residential Code® (IRC)

2012 and 2009 International Existing Building Code® (IEBC)

1.2 Properties assessed:

Structural Compliance with NSF/ANSI Standard 61

1.3 Evaluated in accordance with:

ICC-ES Acceptance Criteria for Adhesive Anchors in Masonry Elements (AC58), Approved May 2012

2.0 PRODUCT USE Simpson Strong-Tie® SET-XP® epoxy adhesive anchors are post-installed, adhesive anchors used for anchoring building components to fully-grouted and hollow (ungrouted) concrete masonry. Threaded steel rods or deformed steel reinforcing bars installed with SET-XP epoxy adhesive resist dead, live, earthquake, and wind loads, as noted in Section 4.0 of this evaluation report. Anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. SET-XP epoxy adhesives are certified to NSF/ANSI Standard 61, as referenced in Section 605 of the 2012 International Plumbing Code® (IPC) for products used in water distribution systems.

3.0 PRODUCT DESCRIPTION 3.1 Product Information: SET-XP® Epoxy Adhesive Anchor System is comprised of the following components:

• SET-XP epoxy adhesive packaged in cartridges • Adhesive mixing and dispensing equipment • Equipment for hole cleaning and adhesive injection • Plastic-mesh screen tubes used for anchor installations

in hollow (ungrouted) concrete masonry construction SET-XP epoxy adhesive is used with continuously threaded steel rods or deformed steel reinforcing bars. Installation information and parameters are included with each adhesive unit package. 3.2 Material Information 3.2.1 SET-XP® Epoxy Adhesive: SET-XP epoxy adhesive is an injectable, two-component, 100 percent solids, epoxy-based adhesive mixed as a 1-to-1 volume ratio of hardener-to-resin. SET-XP epoxy adhesive is available in 8.5-ounce (250 mL), 22-ounce (650 mL), and 56-ounce (1,656 mL) cartridges. These two components combine and react when dispensed through a static mixing nozzle attached to the cartridge. SET-XP epoxy adhesive in unopened cartridges has a shelf life of two years from the date of manufacture when stored at temperatures between 45°F and 90°F (7°C and 32°C). 3.2.2 Dispensing Equipment: SET-XP epoxy adhesive must be dispensed using Simpson Strong-Tie® manual dispensing tools, battery-powered dispensing tools or pneumatic dispensing tools. 3.2.3 Equipment for Hole Preparation: Hole cleaning equipment consists of hole-cleaning brushes and air nozzles. Brushes must be Simpson Strong-Tie hole cleaning brushes, identified by Simpson Strong-Tie catalog number series ETB. Air nozzles must be equipped with an extension capable of reaching the bottom of the drilled hole. 3.2.4 Opti-Mesh™ Plastic Screen Tube: The Opti-Mesh plastic screen tubes are used in hollow (ungrouted) concrete masonry walls described in Section 4.2.3 of this report. The plastic tubes consist of an integral cap, flanges, and an open mesh collar, and a black plastic mesh tube. 3.2.5 Anchor Materials 3.2.5.1 Threaded Steel Rods: Threaded anchor rods, having diameters from 3/8 inch to 3/4 inch (9.5 mm to 19.1 mm),

The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provisions of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely,as applicable, in accordance with IBC Section 104.11.

Copyright © 2014 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. No part of this publication may be reproduced, stored in an electronic retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of the publisher. Ph: 1-877-4IESRPT • Fax: 909.472.4171 • web: www.uniform-es.org • 5001 East Philadelphia Street, Ontario, California 91761-2816 – USA

Number: 265


Page 2 of 18

must be carbon steel conforming to ASTM F1554, Grade 36, or ASTM A193, Grade B7; or stainless steel conforming to ASTM A193, Grade B6, B8, or B8M. Threaded bars must be clean, straight and free of indentations or other defects along their lengths. 3.2.5.2 Deformed Reinforcing Bar (Rebar): Deformed steel rebar, having sizes No. 3 to No. 5, must conform to ASTM A615 Grade 40 minimum. Embedded portions of reinforcing bars must be straight, and free of mill scale, rust, mud, oil, and other coatings that may impair the bond with adhesive. Reinforcing bars must not be bent after installation except as set forth in Section 7.3.2 of ACI 318, with the additional condition that the bars must be bent cold, and heating of reinforcing bars to facilitate field bending is not permitted. 3.2.6 Grout-filled Concrete Masonry: Compressive strength of masonry, f’m, at 28 days shall be a minimum of 1,500 psi (10.3 MPa). Fully grouted masonry walls shall be constructed from the following materials: 3.2.6.1 Concrete Masonry Units (CMU): CMU shall be closed-end minimum lightweight, medium-weight, or normal-weight concrete masonry conforming to ASTM C90. Minimum allowable nominal size of CMU shall be 8 inches (203 mm) wide by 8 inches (203 mm) high by 16 inches (406 mm) long (i.e., 8×8×16). 3.2.6.2 Grout: Grout shall comply with IBC Section 2103 or IRC Section R609. Alternatively, the grout shall have a minimum compressive strength when tested in accordance with ASTM C1019 equal to its specified strength, but not less than 2,000 psi (13.8 MPa). 3.2.6.3 Mortar: Mortar shall comply with IBC Section 2103 or IRC Section R607. Mortar shall have a minimum compressive strength of 1,500 psi (10.3 MPa). 4.0 DESIGN AND INSTALLATION 4.1 Design 4.1.1 General: Anchor capacities in this report are allowable load values for use in allowable stress design. For use under the IRC, an engineered design in accordance with IRC Section R301.1.3 shall be submitted to the building official. Allowable tension and shear loads noted in this report shall be adjusted for in-service base-material temperatures in accordance with Figure 1 for anchors installed and cured in base materials having a temperature of 50°F (10°C) and above. Anchors installed or cured at temperatures below 50°F (10°C) are outside the scope of this report.

Allowable loads for anchors subjected to combined tension and shear forces shall be determined by the following equation:

Where: Ps = Applied tension load. Pt = Allowable tension load. Vs = Applied shear load. Vt = Allowable shear load. 4.1.2 Design of Anchors in Grout-filled CMU Walls 4.1.2.1 General: For installations in fully grouted concrete masonry construction, anchors are permitted to resist dead, live, wind, and earthquake load applications. When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads are not permitted to be increased for earthquake or wind loading. When using the alternative basic load combinations in IBC Section 1605.3.2 that include earthquake or wind loads, the allowable tension and shear loads for anchors are permitted to be increased by 33-1/3 percent, or the alternative basic load combinations may be reduced by a factor of 0.75. 4.1.2.2 Threaded Steel Rod Installed in the Vertical Face of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 3 and 9 specify allowable tension and shear values for 3/8-, 1/2-, 5/8-, and 3/4-inch-diameter (9.5, 12.7, 15.9 and 19.1 mm) threaded rod installed in the face of the fully grouted CMU masonry wall construction (face shell, web and bed joint, see Figure 2), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Table 2. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 9 of this report. 4.1.2.3 Deformed Steel Rebar Installed in the Vertical Face of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 3 and 10 specify allowable tension and shear values for #3, #4 and #5 deformed steel rebar installed in the face of the fully grouted CMU masonry wall construction (face shell, web and bed joint, see Figure 2), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Table 2. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 10 of this report.

Number: 265


Page 3 of 18

4.1.2.4 Threaded Steel Rod Installed in the Top of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 6 and 9 specify allowable tension and shear values for 1/2-, 5/8-, and 7/8-inch-diameter (12.7, 15.9 and 22.2 mm) threaded rod installed in the top of the fully grouted CMU masonry wall construction (CMU core openings are shown in Figures 3A and 3B), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Tables 4 and 5. Allowable load must be the lesser of bond values given in Table 6 and steel values given in Table 9 of this report. 4.1.2.5 Deformed Steel Rebar Installed in the Top of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 6 and 10 specify allowable tension and shear values for #4 and #5 deformed steel rebar installed in the top of the fully grouted CMU masonry wall construction (CMU core openings are shown in Figure 3A), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Tables 4 and 5. Allowable load must be the lesser of bond values given in Table 6 and steel values given in Table 10 of this report. 4.1.3 Design of Anchors in Hollow CMU Walls 4.1.3.1 General: For installations of threaded rods with Opti-Mesh™ plastic screen tubes through the face shell of hollow concrete masonry walls, the anchors are permitted to resist dead load, live load, and wind load applications. Use of the anchors to resist earthquake loads is outside the scope of this report. Minimum edge and end distances, and allowable tension and shear values are noted in Tables 7 and 8 and Figure 4. 4.2 Installation 4.2.1 General: Anchors shall be installed in accordance with the manufacturer’s published installation instructions and the requirements of this report. Anchors shall not be installed until the base material has reached its minimum specified compressive strength. Hole diameter, embedment depth, spacing, edge distance and base material shall comply with the requirements in this report. Anchors installed or cured in masonry at temperatures below 50°F (10°C) are outside the scope of this report. Manufacturer’s recommended gel and cure times are shown in Table 1. After installation of an anchor, it shall be undisturbed during the gel time and shall be allowed to fully cure before building components are attached.

4.2.2 Installation in Grout-filled Concrete Masonry: Anchor holes shall be drilled into the concrete masonry to a predetermined depth, using an electro-pneumatic rotary hammer drill, in either a rotation-and-hammering or rotation-only mode, having a carbide-tipped drill bit conforming to ANSI B212.15-1994. Anchor holes shall be cleaned of dust and debris using oil-free compressed air and a nylon brush. During installation, the holes must be dry. A clean, static-mixing nozzle shall be attached to the SET-XP® epoxy adhesive cartridge. Prior to injection of the adhesive into the anchor hole, an initial amount of adhesive shall be dispensed through the nozzle until the two adhesive components are uniformly blended. Initial amount of adhesive shall be discarded. Adhesive shall be injected into the hole, starting at the bottom, until the hole is approximately one-half full. Anchors, which are free of oil, scale, and rust, shall be inserted into the hole with a slow twisting motion to the required embedment depth. As a minimum, the adhesive shall be flush with the concrete masonry surface after insertion of the anchor. For installations of anchors in the face of the fully grouted masonry wall construction (face shell, web and bed joint), anchor location shall comply with the critical and minimum edge and end distances and the critical and minimum spacing noted in Table 2 and shown in Figure 2. For installations of anchors in the top of the fully grouted masonry wall construction, anchor location shall comply with the critical and minimum edge and end distances and the critical and minimum spacing noted in Tables 4 and 5 and shown in Figures 3A and 3B. 4.2.3 Installation in Hollow Concrete Masonry: Anchor holes shall be drilled into and through the face shell of hollow concrete masonry walls using a rotary hammer drill set on rotation-only mode, with a carbide-tipped drill bit complying with ANSI B212.15-1994. Allowable anchor location relative to edge and end of the masonry wall and to mortared joints shall comply with Table 3 and Figure 2. The SET-XP® adhesive shall be injected into a Simpson Strong-Tie Opti-Mesh plastic screen tube, as described in Section 3.2.4 of this report, starting at the bottom, until the tube is completely full. The Opti-Mesh plastic screen tube completely filled with adhesive, shall be inserted into the predrilled hole until it is fully seated at the required embedment. A threaded rod, which is free of dirt, grease, oil, or other foreign material, shall be pushed into the screen, while being turned slightly, to the bottom of the epoxy filled screen tube to ensure complete coating of the rod. 4.3 Special Inspection 4.3.1 IBC and IRC: For the IBC and IRC, adhesive anchors must be installed with special inspection in accordance with Section 1704 of the IBC. An approved special inspector must

Number: 265


Page 4 of 18

furnish the building official and the registered design professional in responsible charge with an inspection report that includes the following: 1. Anchor description, including the adhesive product name and expiration date, anchor steel type, nominal anchor diameter and length. 2. Drilled hole description, including verification of drill bit compliance with ANSI B212.15-1994, hole diameter, location, depth and cleanliness. 3. Installation description including verification of masonry compressive strength, verification of anchor installation location (spacing and edge distance), installation temperature, and general installation requirements in accordance with the manufacturer’s published installation instructions and this report. 4.3.2 IEBC: Adhesive anchors must be installed with periodic inspection, and direct-tension tests and torque tests must be done in accordance with Section A107.4 of the IEBC. In lieu of testing and periodic special inspection, the IEBC permits continuous special inspection during installation of bolts resisting shear forces only. 4.4 Compliance with NSF/ANSI Standard 61: SET-XP® Epoxy Adhesive Anchor Systems comply with the requirements of NSF/ANSI Standard 61, as referenced in Section 605 of the 2012 International Plumbing Code® (IPC) for products used in water distribution systems. SET-XP Epoxy Adhesive Anchor Systems may have a maximum exposed surface area to volume ratio of 216 square inches per 1,000 gallons (0.139 square meters per 3,785 liters) of potable water and/or drinking water treatment chemicals. Focus of NSF/ANSI Standard 61 as it pertains to adhesive anchors is to ensure that the contaminants or impurities imparted from the adhesive product to the potable water do not exceed acceptable levels. 5.0 CONDITIONS OF USE Simpson Strong-Tie SET-XP® Epoxy Adhesive Anchor System described in this report is a suitable alternative to what is specified in the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 SET-XP epoxy adhesive anchors must be installed in accordance with the manufacturer's published installation instructions and this report. 5.2 SET-XP epoxy adhesive anchors are recognized for use to resist short-term and long-term loads, including wind and earthquake loads in accordance with Section 4.1.2 and 4.1.3 of this report.

5.3 Anchors must be installed in fully-grouted or hollow (ungrouted) concrete masonry in holes predrilled with carbide-tipped drill bits complying with ANSI B212.15-1994. 5.4 Special inspection in accordance with Section 4.3 of this report shall be provided for all anchor installations. 5.5 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the building official. Calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.6 Since an IAPMO Evaluation Criteria for evaluating data to determine the performance of adhesive anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is outside the scope of this report. 5.7 SET-XP epoxy adhesive anchors may be used to resist tension and shear forces in wall installations only if consideration is given to the effects of elevated temperature conditions on anchor performance. Figure 1 describes load reduction factors for elevated temperatures. 5.8 Anchors are not permitted to support fire-resistive construction. Where not otherwise prohibited in the code, SET-XP epoxy adhesive anchors are permitted for installation in fire-resistive construction provided at least one of the following conditions is fulfilled:

Anchors are used to resist wind or earthquake forces only.

Anchors that support gravity load–bearing structural elements are within a fire-resistive envelope or a fire resistive membrane, are protected by approved fire-resistive materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards.

Anchors are used to support nonstructural elements. 5.9 Use of zinc-plated carbon steel threaded rods or steel reinforcing bars is limited to interior locations. Installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC), are permitted where stainless steel or zinc-coated anchors are used. Zinc coating must be either hot-dipped in accordance with ASTM A153 with a Class C or D coating weight or mechanically deposited in accordance with ASTM B695 with a Class 65 coating having a minimum thickness of 2.1 mils (0.533 mm). 5.10 Anchors installed in masonry must be installed in dry holes.

Number: 265


Page 5 of 18

5.11 SET-XP epoxy adhesive anchors shall be installed in masonry having internal base material temperatures between 50°F (10°C) and 110°F (43°C) at the time of anchor installation. Installation of anchors in base material having internal temperatures outside of this range is outside the scope of this report. 5.12 Since an IAPMO Evaluation Criteria for evaluating the performance of adhesive anchors in cracked masonry is unavailable at this time, the use of the anchors is limited to installation in uncracked masonry. Cracking occurs when ft > fr due to service loads or deformations. 5.13 When anchors are located where the internal masonry temperature may exceed 110°F (43°C) in service, allowable loads in this report shall be adjusted for in-service temperatures in accordance with Figure 1. Use of SET-XP epoxy adhesive anchors in base materials having interior temperatures exceeding 150°F (65°C) is outside the scope of this report. 5.14 Steel anchoring materials in contact with preservative-treated and fire-retardant-treated wood shall be zinc-coated steel or stainless steel. Coating weights for zinc-coated steel shall be in accordance with ASTM A153 Class C or D. 5.15 SET-XP epoxy adhesive is manufactured and packaged into cartridges by Simpson Strong-Tie Company, Inc., in Addison, Illinois, with quality control inspections by CEL Consulting (AA-639). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Adhesive Anchors in Masonry Elements (AC58), approved May 2012, including the following test series: effects of edge distance on tension performance (Test Series 4 and 5); effects of spacing on tension performance (Test Series 8 and 9); effects of edge distance on shear performance (Test Series 13 and 14); creep (Test Series 17); in-service temperature testing of anchors installed and cured at 50°F (Test Series 18); freeze/thaw (Test Series 20); and earthquake investigations in fully-grouted concrete masonry construction (Test Series 21). 6.3 Data in accordance with NSF/ANSI Standard 61, Drinking Water System Components—Health Effects, for the SET-XP® epoxy adhesive. 6.4 A quality control manual.

7.0 IDENTIFICATION 7.1 Simpson Strong-Tie SET-XP® Epoxy Adhesive is identified in the field by labels on the cartridge or packaging, bearing the company name (Simpson Strong-Tie Company, Inc.), product name (SET-XP), the batch number, the expiration date, the name of the inspection agency (CEL Consulting) and the evaluation report number (ER-265). 7.2 Threaded rods, nuts, washers and deformed reinforcing bars are standard elements and must conform to applicable national or international specifications. This evaluation report is subject to re-examination in one year.

or IAPMO ER #265

Brian Gerber, P.E., S.E. Vice President, Technical Operations

Uniform Evaluation Service

Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service

GP Russ Chaney CEO, The IAPMO Group

For additional information about this evaluation report please visit

www.uniform-es.org or email at [email protected]

Number: 265


Page 6 of 18

TABLE 1—MANUFACTURER’S RECOMMENDED CURING TIMES FOR SET-XP® EPOXY ADHESIVE

Concrete Temperature Gel Time Cure Time

(°F) (°C) (minutes) (hours)

50 10 75 72

60 16 60 48

70 21 45 24

90 32 35 24

110 43 20 24

For SI: 1°C = 5/9 (t°F-32). 1. Anchors installed or cured, or both, at temperatures below 50°F (10°C)

are outside the scope of this report. 2. Anchors shall be undisturbed during the gel time and shall be allowed

to fully cure before attaching building components.

For SI: 1°C = 5/9 (t°F-32).

FIGURE 1—LOAD CAPACITY BASED ON IN-SERVICE TEMPERATURE FOR SET-XP® EPOXY ADHESIVE

100%@50F

100%@70F

81%@110F

67%@135F 63%

@150F

0

10

20

30

40

50

60

70

80

90

100

110

120

40 60 80 100 120 140 160

Per

cen

t of

All

owab

le L

oad

Val

ues

(%

)

Base Material Temperature (Degrees F)

Number: 265


Page 7 of 18

TABLE 2—EDGE, END AND SPACING DISTANCE REQUIREMENTS AND ALLOWABLE LOAD REDUCTION FACTORS FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF FULLY

GROUTED CMU WALL CONSTRUCTION7

Rod Dia.

(inch) or

Rebar Size No.

Min. Embed. Depth

(inches)

Edge or End Distance1,8 Spacing2,9

Critical (Full Anchor Capacity)3

Minimum (Reduced Anchor Capacity)4


Minimum (Reduced Anchor Capacity)6

Critical Edge or

End Distance,

ccr (inches)

Allowable Load

Reduction Factor

Minimum Edge or

End Distance,

cmin (inches)

Allowable Load Reduction Factor

Critical Spacing,

scr (inches)

Allowable Load

Reduction Factor

Minimum Spacing,

smin (inches)

Allowable Load Reduction

Factor

Load Direction Load Direction Load Direction Load Direction

Tension or Shear

Tension or Shear

Tension or Shear

Tension Shear10 Tension

or Shear

Tension or Shear

Tension or Shear

Tension Shear Perp. Para.

3/8 3-3/8 12 1.00 4 0.91 0.72 0.94 8 1.00 4 1.00 1.00

1/2 4-1/2 12 1.00 4 1.00 0.58 0.87 8 1.00 4 0.82 1.00

5/8 5-5/8 12 1.00 4 1.00 0.48 0.87 8 1.00 4 0.82 1.00

3/4 6-1/2 12 1.00 4 1.00 0.44 0.85 8 1.00 4 0.82 1.00

#3 3-3/8 12 1.00 4 0.96 0.62 0.84 8 1.00 4 0.87 0.91

#4 4-1/2 12 1.00 4 0.88 0.54 0.82 8 1.00 4 0.87 0.91

#5 5-5/8 12 1.00 4 0.88 0.43 0.82 8 1.00 4 0.87 1.00 For SI: 1 inch = 25.4 mm.

1. Edge distance (ccr or cmin) is the distance measured from anchor centerline to edge or end of CMU masonry wall. Refer to Figure 2 for an illustration showing

critical and minimum edge and end distances. 2. Anchor spacing (scr or smin) is the distance measured from centerline to centerline of two anchors. 3. Critical edge distance, ccr, is the least edge distance at which tabulated allowable load of an anchor is achieved where a load reduction factor equals 1.0 (no

load reduction). 4. Minimum edge distance, cmin, is the least edge distance where an anchor has an allowable load capacity, which shall be determined by multiplying the allowable

loads assigned to anchors installed at critical edge distance, ccr, in Table 3 by the load reduction factors shown above. 5. Critical spacing, scr, is the least anchor spacing at which tabulated allowable load of an anchor is achieved such that anchor performance is not influenced by

adjacent anchors. 6. Minimum spacing, smin, is the least spacing where an anchor has an allowable load capacity, which shall be determined by multiplying the allowable loads

assigned to anchors installed at critical spacing distance, scr, in Table 3 by the load reduction factors shown above. 7. Reduction factors are cumulative. Multiple reduction factors for more than one spacing or edge or end distance shall be calculated separately and multiplied. 8. Load reduction factor for anchors loaded in tension or shear with edge distances between critical and minimum shall be obtained by linear interpolation. 9. Load reduction factor for anchors loaded in tension with spacing between critical and minimum shall be obtained by linear interpolation. 10. Perpendicular shear loads act towards the edge or end. Parallel shear loads act parallel to the edge or end (see Figure 5). Perpendicular and parallel shear load

reduction factors are cumulative when the anchor is located between the critical and minimum edge and end distance.

Number: 265


Page 8 of 18

TABLE 3—ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF FULLY GROUTED CMU WALL CONSTRUCTION1,3,4,5,6,8,9,10,11

Diameter (inch) or

Rebar Size No.

Drill Bit Diameter

(inch)

Minimum Embedment2

(inches)

Allowable Load based on Bond Strength7 (pounds)

Tension Shear

Threaded Rod Installed in the Face of CMU Wall

3/8 1/2 3-3/8 1,490 1,145

1/2 5/8 4-1/2 1,825 1,350

5/8 3/4 5-5/8 1,895 1,350

3/4 7/8 6-1/2 1,895 1,350

Rebar Installed in the Face of CMU Wall

#3 1/2 3-3/8 1,395 1,460

#4 5/8 4-1/2 1,835 1,505

#5 3/4 5-5/8 2,185 1,505 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N.

1. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Tables 9 or 10 of this report as applicable. 2. Embedment depth is measured from the outside face of masonry wall. 3. Critical and minimum edge distance and spacing shall comply with Table 2. Refer to Figure 2 for an illustration showing critical and minimum edge and end

distances. 4. Minimum allowable nominal width of CMU wall shall be 8 inches (203 mm). Anchors are limited to one per masonry cell. 5. Anchors are permitted to be installed at any location in the face of the fully grouted masonry wall construction (cell, web, bed joint), except anchors are not

permitted to be installed within 1 ½” of the head joint as shown in Figure 2. 6. Tabulated load values are for anchors installed in fully grouted masonry walls constructed from materials per Section 3.2.6 of this report. 7. Tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and the IRC. 8. Tabulated allowable load values shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 9. Threaded rod and rebar installed in fully grouted masonry walls with SET-XP adhesive are permitted to resist dead, live, seismic and wind loads. Refer to

Section 4.1 of this report for design requirement details. 10. Threaded rods must meet or exceed the tensile strength of ASTM F1554, Grade 36 steel, which is 58,000 psi. 11. For installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC), allowable

tension loads must be multiplied by 0.80 and stainless steel or zinc coated anchors per section 5.9 of this report must be used.

Number: 265


Page 9 of 18

TABLE 4 - EDGE AND END DISTANCE REQUIREMENTS AND ALLOWABLE LOAD REDUCTION FACTORS FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE TOP OF FULLY GROUTED

CMU WALL CONSTRUCTION1,4,5

Rod Dia.

(inch) or

Rebar Size No.

Min. Embed. Depth

(inches)

Critical Edge and End (Full Anchor Capacity)2

Minimum End (Reduced Anchor Capacity)3

Minimum Edge (Reduced Anchor Capacity)3

Critical Edge,

ccr (inches)

Critical End, ccr (inches)

Allowable Load

Reduction Factor

Min. End, cmin

(inches)

Min. End Allow. Load Reduction Factor

Min. Edge, cmin

(inches)

Min. Edge Allow. Load Reduction Factor

Load Direction Load Direction Load Direction

Tension or

Shear

Tension or

Shear

Tension or Shear

Tension or

Shear Tension

Shear6 Tension or

Shear Tension

Shear6

Perp. Para. Perp. Para.

1/2 4 1/2 2 3/4 20 1.00 3 13/16 0.88 0.84 0.66 1 3/4 0.83 0.63 0.77

12 2 3/4 20 1.00 3 13/16 0.64 0.91 0.34 1 3/4 0.95 0.55 0.69

5/8 5 5/8 2 3/4 20 1.00 4 1/4 0.90 1.00 0.50 1 3/4 0.82 0.57 0.71

15 2 3/4 20 1.00 4 1/4 0.38 0.85 0.29 1 3/4 0.91 0.72 0.73

7/8 7 7/8 2 3/4 20 1.00 4 1/4 0.98 0.72 0.57 -- -- -- --

21 2 3/4 20 1.00 4 1/4 0.63 0.96 0.64 -- -- -- --

#4 4 1/2 2 3/4 20 1.00 4 1/4 0.96 0.90 0.76 -- -- -- --

12 2 3/4 20 1.00 4 1/4 0.58 1.00 0.46 -- -- -- --

#5 5 5/8 2 3/4 20 1.00 4 1/4 1.00 0.86 0.60 -- -- -- --

15 2 3/4 20 1.00 4 1/4 0.41 0.76 0.49 -- -- -- -- For SI: 1 inch = 25.4 mm. 1. Edge and end distances (ccr or cmin) are the distances measured from anchor centerline to edge or end of CMU masonry wall. Refer to Figures 3A and 3B for

illustrations showing critical and minimum edge and end distances. 2. Critical edge and end distances, ccr, are the least edge distances at which tabulated allowable load of an anchor is achieved where a load reduction factor

equals 1.0 (no load reduction). 3. Minimum edge and end distances, cmin, are the least edge distances where an anchor has an allowable load capacity, which shall be determined by

multiplying the allowable loads assigned to anchors installed at critical edge distance, ccr, in Table 6 by the load reduction factors shown above. 4. Reduction factors are cumulative. Multiple reduction factors for more than one spacing (Table 5) or edge or end distance shall be calculated separately and

multiplied. 5. Load reduction factor for anchors loaded in tension or shear with edge and end distances between critical and minimum shall be obtained by linear

interpolation. 6. Perpendicular shear loads act towards the edge or end. Parallel shear loads act parallel to the edge or end (see Figure 5). Perpendicular and parallel shear

load reduction factors are cumulative when the anchor is located between the critical and minimum edge and end distance.

Number: 265


Page 10 of 18

TABLE 5 – SPACING DISTANCE REQUIREMENTS AND ALLOWABLE LOAD REDUCTION FACTORS FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE TOP OF FULLY

GROUTED CMU WALL CONSTRUCTION1,4,5

Rod Dia.

(inch) or

Rebar Size No.

Min. Embed. Depth

(inches)

Critical Spacing (Full Anchor

Capacity)2

Minimum Spacing (Reduced Anchor Capacity)3

Critical Spacing,

scr (inches)

Allowable Load

Reduction Factor

Minimum Spacing, scr

(inches)


Load Direction Load Direction

Tension or Shear

Tension or Shear

Tension or Shear

Tension Shear

1/2 4 1/2 18 1.00 8 0.80 0.92

12 48 1.00 8 0.63 0.98

5/8 5 5/8 22.5 1.00 8 0.86 1.00

15 60 1.00 8 0.56 1.00

7/8 7 7/8 31.5 1.00 8 0.84 0.82

21 84 1.00 8 0.51 0.98

#4 4 1/2 18 1.00 8 0.97 0.93

12 48 1.00 8 0.75 1.00

#5 5 5/8 22.5 1.00 8 1.00 1.00

15 60 1.00 8 0.82 1.00 For SI: 1 inch = 25.4 mm.

1. Anchor spacing (scr or smin) is the distance measured from centerline to centerline of two anchors. 2. Critical spacing, scr, is the least anchor spacing at which tabulated allowable load of an anchor is achieved such that anchor performance is not influenced by


assigned to anchors installed at critical spacing distance, scr, in Table 6 by the load reduction factors shown above. 4. Reduction factors are cumulative. Multiple reduction factors for more than one spacing or edge or end (Table 4) distance shall be calculated separately and

multiplied. 5. Load reduction factor for anchors loaded in tension with spacing between critical and minimum shall be obtained by linear interpolation.

Number: 265


Page 11 of 18

TABLE 6 - ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE TOP OF FULLY GROUTED CMU WALL CONSTRUCTION1,2,4,5,6,7,9,10,11,12

Diameter (inch) or

Rebar Size No.

Drill Bit Diameter

(inch)

Minimum Embedment3

(inches)


Tension Shear Perp.

Shear Parallel

Threaded Rod Installed in the Top of CMU Wall

1/2 5/8 4 1/2 1,485 590 1,050

12 2,440 665 1,625

5/8 3/4 5 5/8 1,700 565 1,435

15 2,960 660 1,785

7/8 1 7 7/8 1,610 735 1,370

21 4,760 670 1,375 Rebar Installed in the Top of CMU Wall

#4 5/8 4 1/2 1,265 550 865

12 2,715 465 1,280

#5 3/4 5 5/8 1,345 590 1,140

15 3,090 590 1,285 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N. 1. Allowable load must be the lesser of bond values given in Table 6 and steel values given in Tables 9 or 10 of this report as applicable. 2. Allowable loads are for installations in the grouted CMU core opening. 3. Embedment depth is measured from the horizontal surface of the grouted CMU core opening on top of the masonry wall. 4. Critical and minimum edge distance and spacing shall comply with Tables 4 and 5. Refer to Figures 3A and 3B for illustrations showing critical and

minimum edge and end distances. 5. Minimum allowable nominal width of CMU wall shall be 8 inches (203 mm). 6. Anchors are permitted to be installed in the CMU core opening shown in Figures 3A and 3B. Anchors are limited to one installation per CMU core opening. 7. Tabulated load values are for anchors installed in fully grouted masonry walls constructed from materials per Section 3.2.6 of this report. 8. Tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and the IRC. 9. Tabulated allowable load values shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 10. Threaded rod and rebar installed in fully grouted masonry walls with SET-XP adhesive are permitted to resist dead, live, seismic and wind loads. Refer to

Section 4.1 of this report for design requirement details. 11. Threaded rods must meet or exceed the tensile strength of ASTM F1554, Grade 36 steel, which is 58,000 psi 12. For installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC), allowable


Number: 265


Page 12 of 18

TABLE 7 - EDGE, END AND SPACING DISTANCE REQUIREMENTS AND ALLOWABLE LOAD REDUCTION FACTORS FOR THREADED ROD WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF HOLLOW CMU WALL

CONSTRUCTION7

Rod Dia. (in)

Edge or End Distance1,8 Spacing2,9 Critical (Full Anchor

Capacity)3 Minimum (Reduced Anchor

Capacity)4 Critical (Full

Anchor Capacity)5 Minimum (Reduced Anchor

Capacity)6 Critical Edge or

End Distance,

ccr (inches)

Allowable Load

Reduction Factor

Minimum Edge or

End Distance,

cmin (inches)


Critical Spacing,

scr (inches)

Allowable Load

Reduction Factor

Minimum Spacing,

smin (inches)

Allowable Load Reduction

Factor


Tension or Shear

Tension or Shear

Tension or Shear

Tension Shear10Tension

or Shear

Tension or Shear

Tension or Shear

Tension Shear

3/8 12 1.00 4 0.71 0.57 8 1.00 4 0.56 0.92 1/2 12 1.00 4 0.73 0.51 8 1.00 4 0.61 0.85 5/8 12 1.00 4 0.66 0.49 8 1.00 4 0.65 0.76 For SI: 1 inch = 25.4 mm. 1. Edge and end distances (ccr or cmin) are the distances measured from anchor centerline to edge or end of CMU masonry wall. Refer to Figure 4 for illustration

showing critical and minimum edge and end distances. 2. Anchor spacing (scr or smin) is the distance measured from centerline to centerline of two anchors. 3. Critical edge and end distances, ccr, are the least edge distances at which tabulated allowable load of an anchor is achieved where a load reduction factor

equals 1.0 (no load reduction). 4. Minimum edge and end distances, cmin, are the least edge distances where an anchor has an allowable load capacity, which shall be determined by

multiplying the allowable loads assigned to anchors installed at critical edge distance, ccr, in Table 8 by the load reduction factors shown above. 5. Critical spacing, scr, is the least anchor spacing at which tabulated allowable load of an anchor is achieved such that anchor performance is not influenced by


assigned to anchors installed at critical spacing distance, scr, in Table 8 by the load reduction factors shown above. 7. Reduction factors are cumulative. Multiple reduction factors for more than one spacing or edge or end distance shall be calculated separately and multiplied. 8 Load reduction factor for anchors loaded in tension or shear with edge and end distances between critical and minimum shall be obtained by linear

interpolation. 9. Load reduction factor for anchors loaded in tension with spacing between critical and minimum shall be obtained by linear interpolation. 10. Perpendicular shear loads act towards the edge or end. Parallel shear loads act parallel to the edge or end (see Figure 5). Perpendicular and parallel shear

load reduction factors are cumulative when the anchor is located between the critical and minimum edge and end distance.

Number: 265


Page 13 of 18

TABLE 8 - ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF HOLLOW CMU WALL CONSTRUCTION1,3,4,5,6,8,9,10,11

Diameter (inch)

Drill Bit Diameter

(inch)

Minimum Embed2 (inches)


Tension Shear

3/8 9/16 1 1/4 245 415

1/2 3/4 1 1/4 245 505

5/8 7/8 1 1/4 290 530 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N.

1. Allowable load must be the lesser of bond values given in Table 8 and steel values given in Table 9 of this report as applicable. 2. Embedment depth is considered the minimum wall thickness of 8" x 8" x 16" ASTM C90 concrete masonry blocks and is measured from the outside to the

inside face of the block wall. The minimum length Opti-Mesh™ plastic screen tube for use in hollow CMU is 3 1/2". 3. Critical and minimum edge distance and spacing shall comply with Table 7. Refer to Figure 4 for an illustration showing critical and minimum edge and end

distances. 4. Anchors are permitted to be installed in the face shell of hollow masonry wall construction as shown in Figure 4. 5. Anchors are limited to one or two anchors per masonry cell and must comply with the spacing and edge distance requirements of Table 7. 6. Tabulated load values are for anchors installed in hollow masonry walls constructed from materials per Sections 3.2.6.1 and 3.2.6.3 of this report. 7. Tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and the IRC. 8. Tabulated allowable load values shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 9. Threaded rod installed in hollow masonry walls with SET-XP adhesive are permitted to resist dead load, live load and wind load applications. Refer to Section

4.1 of this report for design requirement details. 10. Threaded rods must meet or exceed the tensile strength of ASTM F1554, Grade 36, which is 58,000 psi. 11. For installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC), allowable


Number: 265


Page 14 of 18

TABLE 9 - ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD BASED ON STEEL STRENGTH1, 7

THREADED ROD

DIAMETER (inch)

TENSILE STRESS AREA (inch2)

TENSION LOAD BASED ON STEEL STRENGTH2 (pounds)

SHEAR LOAD BASED ON STEEL STRENGTH3 (pounds)

ASTM F1554, GRADE 364

ASTM A193,

GRADE B76

STAINLESS STEEL

ASTM F1554,

GRADE 364

ASTM A193,

GRADE B76

STAINLESS STEEL

ASTM A193, GRADE B65

ASTM A193,

GRADES B8 AND

B8M7

ASTM A193,

GRADE B65

ASTM A193,

GRADES B8 AND

B8M7

3/8 0.078 1,495 3,220 2,830 1,930 770 1,660 1,460 995

1/2 0.142 2,720 5,860 5,155 3,515 1,400 3,020 2,655 1,810

5/8 0.226 4,325 9,325 8,205 5,595 2,230 4,805 4,225 2,880

3/4 0.334 6,395 13,780 12,125 8,265 3,295 7,100 6,245 4,260

7/8 0.462 8,845 19,055 16,770 11,435 4,555 9,815 8,640 5,890 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N.

1. Allowable load must be the lesser of bond values given in Tables 3, 6 and 8 and steel values given in Table 9 of this report. 2. Allowable Tension Steel Strength based on AC58 Section 3.3.3 (Ft = 0.33 × Fu x Tensile Stress Area) 3. Allowable Shear Steel Strength based on AC58 Section 3.3.3 (Fv = 0.17 × Fu x Tensile Stress Area) 4. Minimum specified tensile strength (Fu = 58 ksi) of ASTM F1554, Grade 36 used to calculate allowable steel strength. 5. Minimum specified tensile strength (Fu = 110 ksi) of ASTM A193, Grade B6 used to calculate allowable steel strength. 6. Minimum specified tensile strength (Fu = 125 ksi) of ASTM A193, Grade B7 used to calculate allowable steel strength. 7. Minimum specified tensile strength (Fu = 75 ksi) of ASTM A193, Grades B8 and B8M used to calculate allowable steel strength.

TABLE 10 - ALLOWABLE TENSION AND SHEAR VALUES FOR DEFORMED REINFORCING BAR BASED ON STEEL STRENGTH1

REBAR SIZE NUMBER

TENSILE STRESS

AREA (inch2)

TENSION LOAD (pounds) SHEAR LOAD (pounds)

BASED ON STEEL STRENGTH BASED ON STEEL STRENGTH

ASTM A615 GRADE 402

ASTM A615 GRADE 603

ASTM A615 GRADE 404,5


#3 0.11 2,200 2,640 1,310 1,685

#4 0.20 4,000 4,800 2,380 3,060

#5 0.31 6,200 7,440 3,690 4,745 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N. 1. Allowable load must be the lesser of bond values given in Tables 3 and 6 and steel values given in Table 10 of this report. 2. Allowable tension steel strength based on AC58 Section 3.3.3 (20,000 psi × tensile stress area) for Grade 40 rebar. 3. Allowable tension steel strength based on AC58 Section 3.3.3 (24,000 psi × tensile stress area) for Grade 60 rebar. 4. Allowable shear steel strength based on AC58 Section 3.3.3 (Fv = 0.17 x Fu x tensile stress area). 5. Fu = 70,000 psi for Grade 40 rebar. 6. Fu = 90,000 psi for Grade 60 rebar.

Number: 265


Page 15 of 18

FIGURE 2—ALLOWABLE ANCHOR LOCATIONS FOR FULL AND REDUCED LOAD CAPACITY WHEN INSTALLATION IS IN THE FACE OF FULLY GROUTED CMU MASONRY WALL CONSTRUCTION

Number: 265


Page 16 of 18

FIGURE 3A – 1/2” AND 5/8” DIAMETER THREADED ROD ALLOWABLE ANCHOR LOCATIONS FOR FULL AND REDUCED LOAD CAPACITY WHEN INSTALLATION IS IN THE TOP OF FULLY GROUTED CMU

MASONRY WALL CONSTRUCTION

FIGURE 3B – 7/8” DIAMETER THREADED ROD AND #4 AND #5 REBAR ALLOWABLE ANCHOR LOCATIONS FOR FULL AND REDUCED LOAD CAPACITY WHEN INSTALLATION IS IN THE TOP OF FULLY GROUTED

CMU MASONRY WALL CONSTRUCTION

Number: 265


Page 17 of 18

FIGURE 4 – ALLOWABLE ANCHOR LOCATIONS FOR FULL AND REDUCED LOAD CAPACITY WHEN INSTALLATION IS IN THE FACE OF HOLLOW CMU MASONRY WALL CONSTRUCTION

Number: 265


Page 18 of 18

FIGURE 5—DIRECTION OF SHEAR LOAD IN RELATION TO EDGE AND END OF WALL

BOARD OF

BUILDING AND SAFETY COMMISSIONERS

___

HELENA JUBANY PRESIDENT

VAN AMBATIELOS VICE-PRESIDENT

E. FELICIA BRANNON VICTOR H. CUEVAS SEPAND SAMZADEH

___

CITY OF LOS ANGELESCALIFORNIA

ERIC GARCETTI MAYOR

DEPARTMENT OF

BUILDING AND SAFETY 201 NORTH FIGUEROA STREET

LOS ANGELES, CA 90012

____

RAYMOND S. CHAN, C.E., S.E.

SUPERINTENDENT OF BUILDING INTERIM GENERAL MANAGER

____

RR 25965 Page 1 of 3

LADBS G-5 (Rev.06/30/13) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER

Simpson Strong-Tie Co., Inc RESEARCH REPORT: RR 25965 12246 Holly St. (CSI # 04 05 19.16) Riverside, CA 92509

BASED UPON IAPMO UNIFORM Attn: Jason M. Oakley, P.E. EVALUATION SERVICE (714) 448 9143 REPORT NO. ER-265

EVALUATION DUE

DATE: December 1, 2016 Issued Date: April 1, 2014

Code: 2014 LABC GENERAL APPROVAL –Reevaluation - Simpson Strong-Tie®-SET-XP® Epoxy Adhesive Anchors for Masonry. DETAILS The above assemblies and/or products are approved when in compliance with the description, use, identification and findings of Evaluation Report No. ER-265, issued January 1, 2013 of the IAPMO Uniform Evaluation Service, Incorporated. The report, in its entirety, is attached and made part of this general approval. The parts of Evaluation Report No. ER-265 which are excluded on the attached copy have been removed by the Los Angeles City Building Department as not being included in this approval. The approval is subject to the following conditions: 1. SET-XP® epoxy adhesive anchors must be installed in accordance with the

manufacturer’s published installation instruction and this report.

2. Use of the SET-XP® epoxy in cracked masonry is beyond the scope of the report.

3. The system is not approved for unreinforced masonry walls.

Simpson Strong-Tie Company, Inc. RE: Simpson Strong-Tie®-SET-XP® Epoxy Adhesive Anchors for Masonry.


4. Calculations and details must be submitted to the plan check engineer for approval. Calculations must be prepared, sealed and signed by a civil or structural engineer registered in the State of California.

EXCEPTION: Anchors used for the installation of mechanical, plumbing and electrical equipment shall be designed and detailed on a plan prepared by an engineer licensed by the state of California.

5. The allowable values listed in Tables 3, 4 and 5 of the attached IAPMO-UES ER-265 are for the adhesive anchor system only. Connected members shall be checked for their capacity (which may govern).

6. Allowable loads shall be adjusted for in-service temperatures in accordance with Figure 1 of the attached IAPMO-UES ER-265. Use of the SET-XP® epoxy adhesive anchors in base materials having interior temperatures exceeding 150 0F is beyond the scope of the report.

7. Edge distance and spacing requirements and allowable load reduction factors for threaded rod and rebar with SET-XP® epoxy adhesive in the face of fully grouted CMU wall construction are given Table 2 of the attached IAPMO-UES ER-265.

8. The adhesive anchor system shall not be used to support fire-resistive construction except as noted in Section 5.8 of the attached IAPMO-UES ER-265.

9. The anchor shall be installed under continuous inspection as required by Section 1704.5

of the 2014 Los Angeles City Building Code. DISCUSSION The report is in compliance with the 2014 City of Los Angeles Building Code. The approval is based on tests and ICC-ES Acceptance Criteria AC58. This general approval will remain effective provided the Evaluation Report is maintained valid and unrevised with the issuing organization. Any revisions to the report must be submitted to this Department, with appropriate fee, for review in order to continue the approval of the revised report. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used.

Simpson Strong-Tie Company, Inc. RE: Simpson Strong-Tie®-SET-XP® Epoxy Adhesive Anchors for Masonry.


Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. ____________________________________ ALLEN PEERY, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone- 213-202-9812 Fax- 213-202-9943 RJG RR25965/MSWord2010 R03/28/14 5B/ ACI 530 Section 2.1.4 Attachment: IAPMO-UES ER-265 (11 Pages)

of 11

Report Number: 265

Originally Issued: 01/2013

Valid Through: 01/2014

DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors REPORT HOLDER: SIMPSON STRONG-TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800) 925-5099 www.strongtie.com EVALUATION SUBJECT: SET-XP® EPOXY ADHESIVE ANCHORS FOR MASONRY 1.0 EVALUATION SCOPE: 1.1 Compliance with the following codes:

2012, 2009, 2006 and 2003 International Building Code® (IBC)

2012, 2009, 2006 and 2003 International Residential Code® (IRC)


1.2 Property evaluated:

Structural Compliance with NSF/ANSI Standard 61

1.3 Evaluated in accordance with:

ICC-ES Acceptance Criteria for Adhesive Anchors in Masonry Elements (AC58), Approved May 2012

2.0 USES Simpson Strong-Tie® SET-XP® epoxy adhesive anchors are post-installed, adhesive anchors used for anchoring building components to fully-grouted concrete masonry. Threaded steel rods or deformed steel reinforcing bars installed with SET-XP epoxy adhesive resist dead, live, earthquake, and wind loads, as noted in Section 4.0 of this evaluation report. Anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC.

SET-XP epoxy adhesives are certified to NSF/ANSI Standard 61, as referenced in Section 605 of the 2012 International Plumbing Code® (IPC) for products used in water distribution systems. 3.0 DESCRIPTION 3.1 General: SET-XP® Epoxy Adhesive Anchor System is comprised of the following components: • SET-XP epoxy adhesive packaged in cartridges • Adhesive mixing and dispensing equipment • Equipment for hole cleaning and adhesive injection SET-XP epoxy adhesive is used with continuously threaded steel rods or deformed steel reinforcing bars. Installation information and parameters are included with each adhesive unit package. 3.2 Materials: 3.2.1 SET-XP® Epoxy Adhesive: SET-XP epoxy adhesive is an injectable, two-component, 100 percent solids, epoxy-based adhesive mixed as a 1-to-1 volume ratio of hardener-to-resin. SET-XP epoxy adhesive is available in 8.5-ounce (250 mL), 22-ounce (650 mL), and 56-ounce (1,656 mL) cartridges. These two components combine and react when dispensed through a static mixing nozzle attached to the cartridge. SET-XP epoxy adhesive in unopened cartridges has a shelf life of two years from the date of manufacture when stored at temperatures between 45°F and 90°F (7°C and 32°C). 3.2.2 Dispensing Equipment: SET-XP epoxy adhesive must be dispensed using Simpson Strong-Tie® manual dispensing tools, battery-powered dispensing tools or pneumatic dispensing tools. 3.2.3 Equipment for Hole Preparation: Hole cleaning equipment consists of hole-cleaning brushes and air nozzles. Brushes must be Simpson Strong-Tie hole cleaning brushes, identified by Simpson Strong-Tie catalog number series ETB. Air nozzles must be equipped with an extension capable of reaching the bottom of the drilled hole.

Copyright © 2013 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. No part of this publication may be reproduced, stored in an electronic retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without the prior written permission of the publisher. Ph: 1-877-4IESRPT • Fax: 909.472.4171 • Web: www.iapmoes.org • 5001 East Philadelphia Street • Ontario, California 91761-2816 ––USA

http://www.iapmoes.org/

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SET-XP epoxy adhesives are certified to NSF/ANSI Standard 61, as referenced in Section 605 of the 2012 International Plumbing Code® (IPC) for products used in water distribution systems

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3.2.4 Anchor Materials: 3.2.4.1 Threaded Steel Rods: Threaded anchor rods, having diameters from 3/8 inch to 3/4 inch (9.5 mm to 19.1 mm), must be carbon steel conforming to ASTM F1554, Grade 36, or ASTM A193, Grade B7; or stainless steel conforming to ASTM A193, Grade B6, B8, or B8M. Threaded bars must be clean, straight and free of indentations or other defects along their lengths. 3.2.4.2 Deformed Reinforcing Bar (Rebar): Deformed steel rebar, having sizes No. 3 to No. 5, must conform to ASTM A615 Grade 40 minimum. Embedded portions of reinforcing bars must be straight, and free of mill scale, rust, mud, oil, and other coatings that may impair the bond with adhesive. Reinforcing bars must not be bent after installation except as set forth in Section 7.3.2 of ACI 318, with the additional condition that the bars must be bent cold, and heating of reinforcing bars to facilitate field bending is not permitted. 3.2.5 Grout-filled Concrete Masonry: Compressive strength of masonry, f’m, at 28 days shall be a minimum of 1,500 psi (10.3 MPa). Fully grouted masonry walls shall be constructed from the following materials: 3.2.5.1 Concrete Masonry Units (CMU): CMU shall be closed-end minimum lightweight, medium-weight, or normal-weight concrete masonry conforming to ASTM C90. Minimum allowable nominal size of CMU shall be 8 inches (203 mm) wide by 8 inches (203 mm) high by 16 inches (406 mm) long (i.e., 8×8×16) for threaded rod and rebar installed with SET-XP epoxy adhesive in the face of the masonry wall construction (refer to Tables 2 and 3 and Figure 2). 3.2.5.2 Grout: Grout shall comply with IBC Section 2103 or IRC Section R609. Alternatively, the grout shall have a minimum compressive strength when tested in accordance with ASTM C1019 equal to its specified strength, but not less than 2,000 psi (13.8 MPa). 3.2.5.3 Mortar: Mortar shall comply with IBC Section 2103 or IRC Section R607. Mortar shall have a minimum compressive strength of 1,500 psi (10.3 MPa).

4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Anchor capacities in this report are allowable load values for use in allowable stress design. For use under the IRC, an engineered design in accordance with IRC Section R301.1.3 shall be submitted to the building official. Allowable tension and shear loads noted in this report shall be adjusted for in-service base-material temperatures in accordance with Figure 1 for anchors installed and cured in base materials having a temperature of 50°F (10°C) and above. Anchors installed or cured at temperatures below 50°F (10°C) are outside the scope of this report. Allowable loads for anchors subjected to combined tension and shear forces shall be determined by the following equation:

where: Ps = Applied tension load. Pt = Allowable tension load. Vs = Applied shear load. Vt = Allowable shear load. 4.1.2 Design of Anchors in Grout-filled CMU Walls: 4.1.2.1 General: For installations in fully grouted concrete masonry construction, anchors are permitted to resist dead, live, wind, and earthquake load applications. When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads are not permitted to be increased for earthquake or wind loading. When using the alternative basic load combinations in IBC Section 1605.3.2 that include earthquake or wind loads, the allowable tension and shear loads for anchors are permitted to be increased by 33-1/3 percent, or the alternative basic load combinations may be reduced by a factor of 0.75.

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4.1.2.2 Threaded Steel Rod Installed in the Vertical Face of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 3 and 4 specify allowable tension and shear values for 3/8-, 1/2-, 5/8-, and 3/4-inch-diameter (9.5, 12.7, 15.9 and 19.1 mm) threaded rod installed in the face of the fully grouted CMU masonry wall construction (face shell, web and bed joint, see Figure 2), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Table 2. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 4 of this report. 4.1.2.3 Deformed Steel Rebar Installed in the Vertical Face of Fully Grouted CMU Walls (Resisting Dead, Live, Wind, and Earthquake Load Applications): Tables 3 and 5 specify allowable tension and shear values for #3, #4 and #5 deformed steel rebar installed in the face of the fully grouted CMU masonry wall construction (face shell, web and bed joint, see Figure 2), for anchors designed to resist dead, live, wind, and earthquake load applications. Edge and end distances, spacing requirements and allowable load reduction factors are noted in Table 2. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 5 of this report. 4.2 Installation: 4.2.1 General: Anchors shall be installed in accordance with the manufacturer’s published installation instructions and the requirements of this report. Anchors shall not be installed until the base material has reached its minimum specified compressive strength. Hole diameter, embedment depth, spacing, edge distance and base material shall comply with the requirements in this report. Anchors installed or cured in masonry at temperatures below 50°F (10°C) are outside the scope of this report. Manufacturer’s recommended gel and cure times are shown in Table 1. After installation of an anchor, it shall be undisturbed during the gel time and shall be allowed to fully cure before building components are attached. 4.2.2 Installation in Grout-filled Concrete Masonry: Anchor holes shall be drilled into the concrete masonry to a predetermined depth, using an electro-

pneumatic rotary hammer drill, in either a rotation-and-hammering or rotation-only mode, having a carbide-tipped drill bit conforming to ANSI B212.15-1994. Anchor holes shall be cleaned of dust and debris using oil-free compressed air and a nylon brush. During installation, the holes must be dry. A clean, static-mixing nozzle shall be attached to the SET-XP® epoxy adhesive cartridge. Prior to injection of the adhesive into the anchor hole, an initial amount of adhesive shall be dispensed through the nozzle until the two adhesive components are uniformly blended. Initial amount of adhesive shall be discarded. Adhesive shall be injected into the hole, starting at the bottom, until the hole is approximately one-half full. Anchors, which are free of oil, scale, and rust, shall be inserted into the hole with a slow twisting motion to the required embedment depth. As a minimum, the adhesive shall be flush with the concrete masonry surface after insertion of the anchor. For installations of anchors in the face of the fully grouted masonry wall construction (face shell, web and bed joint), anchor location shall comply with the critical and minimum edge and end distances and the critical and minimum spacing noted in Tables 2 and shown in Figure 2. 4.3 Special Inspection: 4.3.1 IBC and IRC: For the IBC and IRC, adhesive anchors must be installed with special inspection in accordance with Section 1704 of the IBC. An approved special inspector must furnish the building official and the registered design professional in responsible charge with an inspection report that includes the the following: 1. Anchor description, including the adhesive product name and expiration date, anchor steel type, nominal anchor diameter and length. 2. Drilled hole description, including verification of drill bit compliance with ANSI B212.15-1994, hole diameter, location, depth and cleanliness. 3. Installation description including verification of masonry compressive strength, verification of anchor installation location (spacing and edge distance), installation temperature, and general installation requirements in accordance with the manufacturer’s published installation instructions and this report.

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4.3.2 IEBC: Adhesive anchors must be installed with periodic inspection, and direct-tension tests and torque tests must be done in accordance with Section A107.4 of the IEBC. In lieu of testing and periodic special inspection, the IEBC permits continuous special inspection during installation of bolts resisting shear forces only. 4.4 Compliance with NSF/ANSI Standard 61: SET-XP® Epoxy Adhesive Anchor Systems comply with the requirements of NSF/ANSI Standard 61, as referenced in Section 605 of the 2012 International Plumbing Code® (IPC) for products used in water distribution systems. SET-XP Epoxy Adhesive Anchor Systems may have a maximum exposed surface area to volume ratio of 216 square inches per 1,000 gallons (0.139 square meters per 3,785 liters) of potable water and/or drinking water treatment chemicals. Focus of NSF/ANSI Standard 61 as it pertains to adhesive anchors is to ensure that the contaminants or impurities imparted from the adhesive product to the potable water do not exceed acceptable levels. 5.0 CONDITIONS OF USE Simpson Strong-Tie SET-XP® Epoxy Adhesive Anchor System described in this report is a suitable alternative to what is specified in the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 SET-XP epoxy adhesive anchors must be installed in accordance with the manufacturer's published installation instructions and this report. 5.2 SET-XP epoxy adhesive anchors are recognized for use to resist short-term and long-term loads, including wind and earthquake loads in accordance with Section 4.1.2 of this report. 5.3 Anchors must be installed in fully-grouted concrete masonry in holes predrilled with carbide-tipped drill bits complying with ANSI B212.15-1994. 5.4 Special inspection in accordance with Section 4.3 of this report shall be provided for all anchor installations. 5.5 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the building official. Calculations and details must be prepared by a registered design

professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.6 Since an IAPMO Evaluation Criteria for evaluating data to determine the performance of adhesive anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is outside the scope of this report. 5.7 SET-XP epoxy adhesive anchors may be used to resist tension and shear forces in wall installations only if consideration is given to the effects of elevated temperature conditions on anchor performance. Figure 1 describes load reduction factors for elevated temperatures. 5.8 Anchors are not permitted to support fire-resistive construction. Where not otherwise prohibited in the code, SET-XP epoxy adhesive anchors are permitted for installation in fire-resistive construction provided at least one of the following conditions is fulfilled:

Anchors are used to resist wind or earthquake forces only.

Anchors that support gravity load–bearing structural elements are within a fire-resistive envelope or a fire resistive membrane, are protected by approved fire-resistive materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards.

Anchors are used to support nonstructural elements.

5.9 Use of zinc-plated carbon steel threaded rods or steel reinforcing bars is limited to interior locations. Installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC), are permitted where stainless steel or zinc-coated anchors are used. Zinc coating must be either hot-dipped in accordance with ASTM A153 with a Class C or D coating weight or mechanically deposited in accordance with ASTM B695 with a Class 65 coating having a minimum thickness of 2.1 mils (0.533 mm). 5.10 Anchors installed in masonry must be installed in dry holes.

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5.11 SET-XP epoxy adhesive anchors shall be installed in masonry having internal base material temperatures between 50°F (10°C) and 110°F (43°C) at the time of anchor installation. Installation of anchors in base material having internal temperatures outside of this range is outside the scope of this report. 5.12 Since an IAPMO Evaluation Criteria for evaluating the performance of adhesive anchors in cracked masonry is unavailable at this time, the use of the anchors is limited to installation in uncracked masonry. Cracking occurs when ft > fr due to service loads or deformations. 5.13 When anchors are located where the internal masonry temperature may exceed 110°F (43°C) in service, allowable loads in this report shall be adjusted for in-service temperatures in accordance with Figure 1. Use of SET-XP epoxy adhesive anchors in base materials having interior temperatures exceeding 150°F (65°C) is outside the scope of this report. 5.14 Steel anchoring materials in contact with preservative-treated and fire-retardant-treated wood shall be zinc-coated steel or stainless steel. Coating weights for zinc-coated steel shall be in accordance with ASTM A153 Class C or D. 5.15 SET-XP epoxy adhesive is manufactured and packaged into cartridges by Simpson Strong-Tie Company, Inc., in Addison, Illinois, with quality control inspections by CEL Consulting (AA-639). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Adhesive Anchors in Masonry Elements (AC58), approved May 2012, including the following test series: effects of edge distance on tension performance (Test Series 4 and 5); effects of spacing on tension performance (Test Series 8 and 9); effects of edge distance on shear performance (Test Series 13 and 14); creep (Test Series 17); in-service temperature testing of anchors installed and cured at 50°F (Test Series 18); freeze/thaw (Test Series 20); and earthquake investigations in fully-grouted concrete masonry construction (Test Series 21).

6.3 Data in accordance with NSF/ANSI Standard 61, Drinking Water System Components—Health Effects, for the SET-XP® epoxy adhesive. 6.4 A quality control manual. 7.0 IDENTIFICATION 7.1 Simpson Strong-Tie SET-XP® Epoxy Adhesive is identified in the field by labels on the cartridge or packaging, bearing the company name (Simpson Strong-Tie Company, Inc.), product name (SET-XP), the batch number, the expiration date, the name of the inspection agency (CEL Consulting) and the evaluation report number (ER-265). 7.2 Threaded rods, nuts, washers and deformed reinforcing bars are standard elements and must conform to applicable national or international specifications. This evaluation report is subject to re-examination in one year.

IAPMO UES ER-265

Richard Beck, PE, CBO, MCP

Director of Uniform Evaluation Service

GP Russ Chaney

CEO, The IAPMO Group

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TABLE 1—MANUFACTURER’S RECOMMENDED CURING TIMES FOR SET-XP® EPOXY ADHESIVE

Concrete Temperature Gel Time Cure Time

(°F) (°C)

(minutes) (hours) 50 10 75 72 60 16 60 48 70 21 45 24 90 32 35 24

110 43 20 24

For SI: 1°C = 5/9 (t°F-32). 1. Anchors installed or cured, or both, at temperatures below 50°F

(10°C) are outside the scope of this report. 2. Anchors shall be undisturbed during the gel time and shall be

allowed to fully cure before attaching building components.

For SI: 1°C = 5/9 (t°F-32).

FIGURE 1—LOAD CAPACITY BASED ON IN-SERVICE TEMPERATURE FOR SET-XP® EPOXY ADHESIVE

100% @50F

100% @70F

81% @110F

67% @135F 63%

@150F

0

10

20

30

40

50

60

70

80

90

100

110

120

40 60 80 100 120 140 160

Perc

ent o

f Allo

wab

le L

oad

Valu

es (%

)

Base Material Temperature (Degrees F)

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TABLE 2—EDGE DISTANCE AND SPACING REQUIREMENTS AND ALLOWABLE LOAD REDUCTION FACTORS FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF FULLY GROUTED CMU WALL CONSTRUCTION7

Rod

Dia. (inch)

or Rebar

Size No.

Min. Embed. Depth

(inches)

Edge or End Distance1,8 Spacing2,9


Minimum (Reduced Anchor Capacity)4 Critical (Full Anchor

Capacity)5 Minimum (Reduced Anchor

Capacity)6

Critical

Edge or End

Distance, ccr

(inches)

Allowable Load

Reduction Factor

Minimum

Edge or End

Distance, cmin

(inches)


Critical Spacing, scr

(inches)

Allowable Load

Reduction Factor

Minimum Spacing, smin

(inches)



Tension or Shear

Tension or Shear

Tension or Shear

Tension Shear10 Tension

or Shear Tension or Shear

Tension or Shear

Tension Shear Perp. Para.

3/8 3-3/8 12 1.00 4 0.91 0.72 0.94 8 1.00 4 1.00 1.00

1/2 4-1/2 12 1.00 4 1.00 0.58 0.87 8 1.00 4 0.82 1.00

5/8 5-5/8 12 1.00 4 1.00 0.48 0.87 8 1.00 4 0.82 1.00

3/4 6-1/2 12 1.00 4 1.00 0.44 0.85 8 1.00 4 0.82 1.00

#3 3-3/8 12 1.00 4 0.96 0.62 0.84 8 1.00 4 0.87 0.91

#4 4-1/2 12 1.00 4 0.88 0.54 0.82 8 1.00 4 0.87 0.91

#5 5-5/8 12 1.00 4 0.88 0.43 0.82 8 1.00 4 0.87 1.00

For SI: 1 inch = 25.4 mm. 1. Edge distance (ccr or cmin) is the distance measured from anchor centerline to edge or end of CMU masonry wall. Refer to

Figure 2 for an illustration showing critical and minimum edge and end distances. 2. Anchor spacing (scr or smin) is the distance measured from centerline to centerline of two anchors. 3. Critical edge distance, ccr, is the least edge distance at which tabulated allowable load of an anchor is achieved where a load

reduction factor equals 1.0 (no load reduction). 4. Minimum edge distance, cmin, is the least edge distance where an anchor has an allowable load capacity, which shall be

determined by multiplying the allowable loads assigned to anchors installed at critical edge distance, ccr, in Table 3 by the load reduction factors shown above.

5. Critical spacing, scr, is the least anchor spacing at which tabulated allowable load of an anchor is achieved such that anchor performance is not influenced by adjacent anchors.

6. Minimum spacing, smin, is the least spacing where an anchor has an allowable load capacity, which shall be determined by multiplying the allowable loads assigned to anchors installed at critical spacing distance, scr, in Table 3 by the load reduction factors shown above.

7. Reduction factors are cumulative. Multiple reduction factors for more than one spacing or edge or end distance shall be calculated separately and multiplied.

8. Load reduction factor for anchors loaded in tension or shear with edge distances between critical and minimum shall be obtained by linear interpolation.

9. Load reduction factor for anchors loaded in tension with spacing between critical and minimum shall be obtained by linear interpolation.

10. Perpendicular shear loads act towards the edge or end. Parallel shear loads act parallel to the edge or end (see Figure 3). Perpendicular and parallel shear load reduction factors are cumulative when the anchor is located between the critical and minimum edge and end distance.

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TABLE 3—ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD AND REBAR WITH SET-XP® EPOXY ADHESIVE IN THE FACE OF FULLY GROUTED CMU WALL CONSTRUCTION1,3,4,5,6,8,9,10,11

Diameter (inch) or

Rebar Size No.

Drill Bit Diameter

(inch)

Minimum Embedment2

(inches)


Tension Shear Threaded Rod Installed in the Face of CMU Wall

3/8 1/2 3-3/8 1,490 1,145

1/2 5/8 4-1/2 1,825 1,350

5/8 3/4 5-5/8 1,895 1,350

3/4 7/8 6-1/2 1,895 1,350 Rebar Installed in the Face of CMU Wall

#3 1/2 3-3/8 1,395 1,460

#4 5/8 4-1/2 1,835 1,505

#5 3/4 5-5/8 2,185 1,505

For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N. 1. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Tables 4 or 5 of this report as applicable. 2. Embedment depth is measured from the outside face of masonry wall. 3. Critical and minimum edge distance and spacing shall comply with Table 2. Refer to Figure 2 for an illustration showing critical and minimum

edge and end distances. 4. Minimum allowable nominal width of CMU wall shall be 8 inches (203 mm). Anchors are limited to one per masonry cell. 5. Anchors are permitted to be installed at any location in the face of the fully grouted masonry wall construction (cell, web, bed joint), except

anchors are not permitted to be installed within 1 ½” of the head joint as shown in Figure 2. 6. Tabulated load values are for anchors installed in fully grouted masonry walls constructed from materials per Section 3.2.5 of this report. 7. Tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and the IRC. 8. Tabulated allowable load values shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 9. Threaded rod and rebar installed in fully grouted masonry walls with SET-XP adhesive are permitted to resist dead, live, seismic and wind

loads. Refer to Section 4.1 of this report for design requirement details. 10. Threaded rods must meet or exceed the tensile strength of ASTM F1554, Grade 36 steel, which is 58,000 psi. 11. For installations exposed to severe, moderate or negligible exterior weathering conditions, as defined in Figure 1 of ASTM C62 (IBC or IRC),

allowable tension loads must be multiplied by 0.80 and stainless steel or zinc coated anchors per section 5.9 of this report must be used.

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TABLE 4 - ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD BASED ON STEEL STRENGTH1, 7

For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N. 1. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 4 of this report. 2. Allowable Tension Steel Strength based on AC58 Section 3.3.3 (Ft = 0.33 × Fu x Tensile Stress Area) 3. Allowable Shear Steel Strength based on AC58 Section 3.3.3 (Fv = 0.17 × Fu x Tensile Stress Area) 4. Minimum specified tensile strength (Fu = 58 ksi) of ASTM F1554, Grade 36 used to calculate allowable steel strength. 5. Minimum specified tensile strength (Fu = 110 ksi) of ASTM A193, Grade B6 used to calculate allowable steel strength. 6. Minimum specified tensile strength (Fu = 125 ksi) of ASTM A193, Grade B7 used to calculate allowable steel strength. 7. Minimum specified tensile strength (Fu = 75 ksi) of ASTM A193, Grades B8 and B8M used to calculate allowable steel strength. TABLE 5 - ALLOWABLE TENSION AND SHEAR VALUES FOR DEFORMED REINFORCING BAR BASED ON STEEL STRENGTH1

REBAR SIZE NUMBER

TENSILE STRESS

AREA (inch2)

TENSION LOAD (pounds) SHEAR LOAD (pounds) BASED ON STEEL STRENGTH BASED ON STEEL STRENGTH

ASTM A615 GRADE 402

ASTM A615 GRADE 603



#3 0.11 2,200 2,640 1,310 1,685 #4 0.20 4,000 4,800 2,380 3,060 #5 0.31 6,200 7,440 3,690 4,745

For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf = 4.48 N. 1. Allowable load must be the lesser of bond values given in Table 3 and steel values given in Table 5 of this report. 2. Allowable tension steel strength based on AC58 Section 3.3.3 (20,000 psi × tensile stress area) for Grade 40 rebar. 3. Allowable tension steel strength based on AC58 Section 3.3.3 (24,000 psi × tensile stress area) for Grade 60 rebar. 4. Allowable shear steel strength based on AC58 Section 3.3.3 (Fv = 0.17 x Fu x tensile stress area). 5. Fu = 70,000 psi for Grade 40 rebar. 6. Fu = 90,000 psi for Grade 60 rebar.

TENSION LOAD BASED ON STEEL STRENGTH2 (pounds)

SHEAR LOAD BASED ON STEEL STRENGTH3 (pounds)

STAINLESS STEEL STAINLESS STEEL

THREADED ROD DIAMETER (inch)

TENSILE STRESS AREA (inch2)

ASTM F1554 GRADE 364

ASTM A193 GRADE B76

ASTM A193 GRADE B65

ASTM A193 GRADES B8 AND B8M7

ASTM F1554, GRADE 364



ASTM A193, GRADES B8 AND B8M7

3/8 0.078 1,495 3,220 2,830 1,930 770 1,660 1,460 995 1/2 0.142 2,720 5,860 5,155 3,515 1,400 3,020 2,655 1,810 5/8 0.226 4,325 9,325 8,205 5,595 2,230 4,805 4,225 2,880 3/4 0.334 6,395 13,780 12,125 8,265 3,295 7,100 6,245 4,260

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FIGURE 2—ALLOWABLE ANCHOR LOCATIONS FOR FULL AND REDUCED LOAD CAPACITY WHEN INSTALLATION IS IN THE FACE OF FULLY GROUTED CMU MASONRY WALL CONSTRUCTION

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1. Direction of Shear Load A is parallel to Edge of Wall AND perpendicular to End of Wall. 2. Direction of Shear Load B is parallel to End of Wall AND perpendicular to Edge of Wall.

FIGURE 3—DIRECTION OF SHEAR LOAD IN RELATION TO EDGE AND END OF WALL

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SET-XP®

High Strength Anchoring Adhesive for Cracked and Uncracked Concrete

SAFETY DATA SHEET

SET-XP® Page 1 of 10

1. Identification

Product Identification

Product Identifier: SET-XP (SET-XP10, SET-XP22, SET-XP56, SET-XP650, SET-XP) Recommended Use: High Strength Anchoring Adhesive for Cracked and Uncracked Concrete

Use Restrictions: None Known.

Company Identification

Company: Simpson Strong-Tie Company Inc.

Address: 5956 W. Las Positas Blvd.

Pleasanton, CA 94588

Phone: 1-800-999-5099

Website: www.strongtie.com

Emergency: 1-800-535-5053 (US/Canada)

1-352-323-3500 (International)

For most current SDS, please visit our website at www.strongtie.com/sds

2. Hazard Identification

General Information

SET-XP Anchoring Adhesive is a two part system. The two parts of this product have been assessed according to GHS and

are classified below. The final hardened material is considered nonhazardous. Some hazards apply upon grinding or cutting

through hardened product.

Resin (white side) GHS Classification

Physical Hazards: Not Classified.

Health Hazards: Skin Corrosion/Irritation Category 2

Serious Eye Damage/Irritation Category 2A

Sensitization, Skin Category 1

Germ Cell Mutagenicity Category 2

Environmental Hazards: Chronic Aquatic Environmental Hazard Category 2

Signal Word: WARNING!

Hazard Statements: Causes skin irritation. Causes serious eye irritation. May cause an allergic skin reaction.

Suspected of causing genetic defects. Toxic to aquatic life with long lasting effects.

Precautionary Statements:

Prevention: Obtain special instructions before use. Do not handle until all safety precautions have

been read and understood. Wear protective gloves/protective clothing/eye protection/face

protection. Contaminated work clothing should not be allowed out of the workplace.

Avoid breathing mist or vapor. Wash thoroughly after handling. Avoid release to the

environment.

Response: If exposed or concerned: Call a poison center/doctor. If on skin: Wash with plenty of

water. If skin irritation or rash occurs: Get medical advice/attention. Take off

contaminated clothing and wash before re-use. If in eyes: Rinse cautiously with water for

several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If

eye irritation persists: Get medical advice/attention. Collect Spillage.

Storage: Store locked up. Store in a well-ventilated place. Store between 45-90°F (7-32°C).

Disposal: Dispose of contents/container in accordance with local/regional/national regulations.

Hardener (green side) GHS Classification

SET-XP®


SAFETY DATA SHEET


Physical Hazards: Not Classified.

Health Hazards: Skin Corrosion/Irritation Category 1

Serious Eye Damage/Irritation Category 1

Sensitization, Skin Category 1

Germ Cell Mutagenicity Category 2

Environmental Hazards: Acute Aquatic Environmental Hazard Category 3

Chronic Aquatic Environmental Hazard Category 3

Signal Word: DANGER!

Hazard Statements: Causes severe skin burns and eye damage. May cause an allergic skin reaction. Suspected

of causing genetic defects. Harmful to the aquatic environment with long lasting effects.

Precautionary Statements:

Prevention: Obtain special instructions before use. Do not handle until all safety precautions have

been read and understood. Wash thoroughly after handling. Do not eat, drink or smoke

when using this product. Use only outdoors or in a well-ventilated area. Contaminated

work clothing must not be allowed out of the workplace. Wear protective

gloves/protective clothing/eye protection/face protection. In case of inadequate

ventilation wear respiratory protection. Avoid release to the environment.

Response: If exposed or concerned: Get medical advice/attention. If swallowed: Rinse mouth. Do

not induce vomiting. If on skin (or hair): Take off immediately all contaminated clothing.

Rinse skin with water/shower. Wash contaminated clothing before reuse. If skin irritation

or rash occurs: Get medical advice/attention. If inhaled: Remove person to fresh air and

keep comfortable for breathing. If in eyes: Rinse cautiously with water for several

minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately

call a poison center/doctor.

Storage: Store locked up. Store in a well-ventilated place. Keep container tightly closed. Store

between 45-90°F (7-32°C).

Disposal: Dispose of contents/container in accordance with local/regional/national/international

regulations.

Hazards Not Otherwise Classified (HNOC)

The above hazards are for the uncured Resin component of SET-XP. Upon combination with the Hardener

component of SET-XP an innocuous solid is formed which does not present any immediate hazards. Upon grinding or

cutting the cured product the following hazards may apply.

Health Hazards: Carcinogenicity Category 1A

STOT, Repeated Exposure Category 2 (Lung)

Hazard Statements: May cause cancer. May cause damage to organs (Lung) through prolonged or repeated

exposure.

Precautionary Statements: Do not breathe dust.

3. Composition Information

General Information

This product is a mixture. Hazardous ingredients for each component are listed below. May include other nonhazardous

ingredients. May include other trace ingredients, see Section 15.

Resin (white side)

Chemical Name CAS Number Weight %

Bisphenol A/Epichlorohydrin 25068-38-6 40-60

Phenol, polymer with formaldehyde, glycidyl ether 28064-14-4 40-60

Butyl Glycidyl Ether 2426-08-6 1-10

Titanium Dioxide 13463-67-1 1-10

SET-XP®


SAFETY DATA SHEET


Hardener (black side)

Chemical Name CAS Number Weight %

Silica, crystalline quartz 14808-60-7 20-30

Fatty Acids, C18-unsatd.,Dimers, Polymers With

Tall-oil Fatty Acids and Triethylenetetramine 68082-29-1 10-20

2,4,6-Tris(dimethylaminomethyl )phenol 90-72-2 1-10

Dimethyl silicone polymer with silica 67762-90-7 1-10

Phenol 108-95-2 1-10

Benzene-1,3-Dimethaneamine 1477-55-0 1-10

4. First-Aid Measures

General Information

Provide general supportive measures and treat symptomatically. Symptoms may be delayed. Ensure that medical personnel

are aware of the material(s) involved, and take precautions to protect themselves. If exposed or concerned: Get medical

advice/attention. Wash contaminated clothing before reuse.

Routes of Exposure

Eye Contact: Immediately flush eyes with plenty of cool water for at least 15 minutes while holding

the eyes open. Remove contact lenses if present and easy to do. If redness, burning,

blurred vision, or swelling persists, consult a physician.

Skin Contact: Remove contaminated clothing and product, immediately wash affected area with soap

and water. Do not apply greases or ointments. Chemical burns must be treated by a

physician. Ingestion: Rinse mouth immediately. Give large amounts of milk or water, if person is conscious.

Only induce vomiting at the instruction of medical personnel. Consult a physician.

Inhalation: Remove patient to fresh air. Oxygen or artificial respiration if needed. If patient continues

to experience difficulty breathing, consult a physician.

Most Important Symptoms

Irritant effects. Sensitization. Symptoms include itching, burning, redness and tearing. Burning pain and severe corrosive

skin damage. Causes severe eye damage. May cause temporary blindness and severe eye damage. Symptoms may include

stinging, tearing, redness, swelling, and blurred vision. May cause allergic skin reaction. Rash. May cause cancer. Prolonged

exposure may cause chronic effects. Dermatitis.

5. Fire-Fighting Measures

Suitable Extinguishing Media: Extinguish with foam, carbon dioxide, dry powder, or water fog.

Additional Information: None known.

Hazards during Fire-Fighting: Hazardous decomposition products may occur when materials polymerize at

temperatures above500°F (260°C). Irritating and toxic gases/fumes may be released

during a fire. Water run-off can cause environmental damage. Do not allow run-off from

fire-fighting to enter drains or water courses.

Fire-Fighting Procedures: Use standard fire-fighting procedures and consider the hazards of other involved

materials. In case of fire and/or explosion do not breathe fumes. Self-contained breathing

apparatus and full protective clothing must be worn. Move containers from fire area if

you can do so without risk. Cool containers with flooding quantities of water until well

after fire is out. Prevent runoff from fire control or dilution from entering streams,

sewers, or drinking water supply.

6. Accidental Release Measures

Personal Precautions

Keep unnecessary personnel away. Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area).

Wear appropriate personal protective equipment. Do not touch damaged containers or spilled material unless wearing

appropriate protective clothing. Avoid inhalation of vapors or mists. Ensure adequate ventilation. Local authorities should be

advised if significant spillages cannot be contained.

SET-XP®


SAFETY DATA SHEET


Clean-Up Methods

Small spills: Wipe up with absorbent material (e.g. cloth, fleece). ). Place in leak-proof containers.

Seal tightly for proper disposal. Clean surface thoroughly to remove residual

contamination.

Large spills: Stop the flow of material, if this is without risk. Dike far ahead of spill for later disposal.

Use a non-combustible material like vermiculite, sand or earth to soak up the product and

place into a container for later disposal. Following product recovery, flush area with

water. Prevent entry into waterways, sewer, basements or confined areas.

Environmental Precautions

Avoid release to the environment. Contact local authorities in case of spillage to drain/aquatic environment. Prevent further

leakage or spillage if safe to do so.

7. Handling and Storage

Handling

Mechanical ventilation or local exhaust ventilation is recommended. Keep away from open flames, hot surfaces and sources

of ignition. Wear appropriate personal protective equipment. When using, do not eat, drink or smoke. Avoid contact with

eyes, skin, and clothing. Pregnant women should not work with this product if there is risk of exposure. Observe good

industrial hygiene practices.

Storage

Store in a closed container away from incompatible materials. Keep in original container. Keep container tightly closed. Store

in a dry place out of direct sunlight. Keep out of the reach of children. Store between 45-90°F (7-32°C). Keep away from heat

and sources of ignition. Store in a well-ventilated place. Store locked up.

8. Exposure Controls / Personal Protection

Personal Protective Equipment

Protective Measure: Wear appropriate personal protective equipment.

Eye Protection: Wear chemical splash goggles or safety glasses with side shield.

Hand Protection: Wear chemical-resistant gloves such as: Nitrile, neoprene, butyl.

Skin and Body Protection: Wear long sleeve shirt/long pants and other clothing as required to minimize contact.

Respirator Protection: The use of a respirator is not required during normal use of this product. If grinding or

cutting cured product the use of an approved respirator is recommended.

General Hygiene: Always observe good personal hygiene measures, such as washing after handling the

material and before eating, drinking, and/or smoking. Routinely wash work clothing and

protective equipment to remove contaminants.

Engineering Controls

When using indoors good general ventilation (typically 10 air changes per hour) should be used. Ventilation rates should be

matched to conditions. Ready access to running water is required. Provide eyewash station.

Exposure Limits

Component

*Skin Designation

OSHA

(PEL)

ACGIH

(TLV)

NIOSH

Pocket Guide

Quartz**

(14808-60-7)

0.3 mg/m3(total dust)

0.1 mg/m3 (respirable)

0.025 mg/m3 (respirable) 0.05 mg/m

3 (respirable)

Phenol*

(CAS 108-95-2)

19 mg/m3

5 ppm 5 ppm

60 mg/m3 (Ceiling)

15.6 ppm (Ceiling)

m-Phenylenebis(methylamine)*

(CAS 1477-55-0) N/E 0.1 mg/m

3 (Ceiling) 0.1 mg/m

3 (Ceiling)

N-Butyl Glycidyl Ether (2426-

08-6)

270 mg/m3

50 ppm 3 ppm

30 mg/m3 (Ceiling)

5.6 ppm (Ceiling)

Titanium Dioxide

(13463-67-7)

5 mg/m3(respirable)

15 mg/m3(total dust)

10 mg/m3 N/E

SET-XP®


SAFETY DATA SHEET


Additional Information

After Cure: After Cure: Product forms an innocuous solid. Processing after cure (grinding or cutting) may

produce dust containing compounds that present an inhalation hazard.

9. Physical and Chemical Properties

Property Resin Hardener

Physical State: Liquid, Paste Liquid, Paste

Color: White Dark Green

Odor: Sweet Ammonia

pH: 6.9 10.3

Flammability limit – lower %:

Flammability limit – upper %:

No data

No data

No data

No data

Vapor Pressure: Non-volatile No data

Vapor Density: No data No data

Solubility: Insoluble in water Slightly soluble in water

Freezing/Melting Point: No data No data

Boiling Point: > 500 °F (>260 °C) No data

Flash Point: 250 °F (121 °C) Open Cup 262 °F (128 °C) Closed Cup

Evaporation Rate: No data No data

Decomposition Temperature: No data No data

Specific Gravity: 1.21 at 72°F (22°C) 1.59 at 72°F (22°C)

VOC (after cure): 3 g/L 3 g/L

Kow: No data No data

Viscosity: No data No data

10. Stability and Reactivity

Resin (white side)

Reactivity: This product is stable and non-reactive under normal conditions.

Chemical Stability: Stable under normal storage conditions.

Condition to Avoid: High heat and open flame.

Substances to Avoid: Oxidizing agents, acids, organic bases, and amines

Hazardous Reactions: Hazardous polymerization does not occur.

Decomposition Products: Carbon dioxide, carbon monoxide, oxides of nitrogen, and other organic compounds.

Hardener (green side)

Reactivity: This product is stable and non-reactive under normal conditions.

Chemical Stability: Stable under normal storage conditions.

Condition to Avoid: High heat and open flame.

Substances to Avoid: Strong oxidizing agents. Peroxides. Phenols. Acids.

Hazardous Reactions: Hazardous polymerization does not occur.

Decomposition Products: Carbon dioxide, carbon monoxide, oxides of nitrogen, and other organic compounds.

11. Toxicological Information

Likely Routes of Exposure

Ingestion: May be harmful if swallowed. Ingestion may cause irritation to the gastrointestinal tract.

Inhalation: May cause respiratory irritation

Skin contact: Causes skin irritation. Causes severe skin burns May cause an allergic skin reaction.

Eye contact: Causes serious eye irritation. Causes severe eye damage.

Information on Toxicological Effects

Acute toxicity: Occupational exposure to the substance or mixture may cause adverse effects.

Product Species Test Result

SET-XP Resin (CAS mixture)

Acute, Dermal, LC50 Rabbit >2000 mg/kg

Acute, Oral, LD50 Rat >5000 mg/kg

SET-XP®


SAFETY DATA SHEET


Product Species Test Result

SET-XP Hardener (CAS mixture)

Acute, Dermal, LD50 Rabbit >2000 mg/kg

Acute, Oral, LD50 Rat >5000 mg/kg

Skin corrosion/irritation: Causes severe skin burns.

Eye damage/eye irritation: Causes severe eye damage.

Respiratory sensitization: No data available.

Skin sensitization: May cause an allergic skin reaction.

Germ cell mutagenicity: Contains a component that is suspected of causing genetic defects.

Carcinogenicity: May cause cancer. Quartz and Titanium Dioxide are considered carcinogens only in their

inhalable form. Exposure to respirable Quartz and Titanium Dioxide is likely only when

grinding or cutting cured product, ensure good work practice and use of personal

protective equipment as needed to control exposure.

IARC Monographs. Overall Evaluation of Carcinogenicity

Quartz (14808-60-7) 1 Carcinogenic to humans.

Titanium Dioxide (13463-67-7) 2B Possibly Carcinogenic to humans. Phenol (108-95-2) 3 Not classifiable as to carcinogenicity in humans.

NTP Report on Carcinogens Quartz (14808-60-7) Known to be Human Carcinogen

Reproductive toxicity: No data available.

Aspiration hazard: No data available.

Specific target organ toxicity:

Single exposure No data available.

Repeated exposure May cause damage to organs (lung) through prolonged or repeated exposure.

Further Information

Toxicological, ecotoxicological, physical, and chemical properties may not have been fully investigated. Hazard data above is

estimated based on best available information. Some workers with pre-existing medical conditions such as: asthma, allergies,

or impaired pulmonary and/or liver functions, or who may be particularly susceptible to this material, may be affected by

exposure to this material.

12. Ecological Information

General Information

Information given is based on data on the components and the ecotoxicology of similar products. Resin is classified as toxic

to aquatic life with long lasting effects. Hardener is classified as harmful to aquatic life with long lasting effects. Avoid

release to the environment.

Supporting Data

Persistence and degradability: This product is not expected to be readily biodegradable.

Bioaccumulative potential: No data available for this product.

Partition coefficient n-octanol / water (log Kow)

Butyl glycidyl ether (2426-08-6) 0.63

Phenol (108-95-2) 1.46

Mobility in soil: This product is non-volatile.

Further Information

No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation potential, endocrine disruption,

global warming potential) are expected from this product.

Component Species Test Result

SET-XP Resin (CAS mixture)

Aquatic Acute, Algae, EC50 Algae >1000 mg/l, 72 hours

Aquatic Acute, Crustacea, EC50 Daphnia Magna 324.87 mg/l, 48 hours

Aquatic Acute, Fish, LC50 Fish 707.11 mg/l, 96 hours

Phenol (108-95-2)

Aquatic, Crustacea, EC50 Daphnia 4.7-6.4 mg/l, 48 hours

Aquatic, Fish, LC50 Rainbow trout 7.5-14 mg/l, 96 hours

SET-XP®


SAFETY DATA SHEET


13. Disposal Consideration

Waste Disposal of Substance: Do not allow this material to drain into sewers/water supplies. Do not contaminate ponds,

waterways or ditches with chemical or used container. Dispose of contents/container in

accordance with local/regional/national/international regulations.

Container Disposal: Empty containers or liners may retain some product residues; follow label warnings even

after container is emptied. Empty containers should be taken to an approved waste

handling site for recycling or disposal.

Disposal of Cured Product: Grind or chip off surface. Solid material does not require special disposal.

14. Transportation Information

Resin (white side)

UN number: UN3082

UN proper shipping name: ENVIRONMENTALLY HAZARDOUS SUBSTANCE, LIQUID,

N.O.S. (Bisphenol-A-Epichlorohydrin), 9, III, Marine Pollutant

Precautions: Marine Pollutant

Required Labels: 9

ERG Code (IATA): 9L

EmS (IMDG): F-A, S-F

Hardener (black side)

UN number: UN2735

UN proper shipping name: AMINES, LIQUID, CORROSIVE, N.O.S. (Benzene-1,3-Dimethaneamine), 8, II

Precautions: Corrosive

Required Labels: 8

ERG Code (IATA): 8L

EmS (IMDG): F-A, S-B

Additional Information

Special precautions for user Read safety instructions, SDS and emergency procedures before handling.

Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code

This substance/mixture is not intended to be transported in bulk

This information does not cover all specific regulatory or operational requirements of this product. The classifications for

transportation may vary by container volume or different regional or national regulations.

15. Regulatory Information

United States

Federal Regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication

Standard, 29 CFR 1910.1200.

TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated.

US. OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050) Not listed.

CERCLA Hazardous Substance List (40 CFR 302.4) :

Phenol (108-95-2) LISTED

Superfund Amendments and Reauthorization Act of 1986 (SARA)

Hazard Categories: Immediate Delayed Fire Pressure Reactivity

Resin Yes Yes No No No

Hardener Yes Yes No No No

SARA 302 Extremely hazardous substance: No

SARA 311/312 Hazardous chemical: Yes

SARA 313 (TRI reporting):

Chemical Name CAS Number % by weight

Phenol 108-95-2 1-10

SET-XP®


SAFETY DATA SHEET


Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List

Phenol (108-95-2)

US State Right-To-Know Lists

Chemical Massachusetts

RTK

New Jersey Work

and Community

RTK Act

Pennsylvania Worker

and Community RTK

Law

Rhode

Island RTK

Butyl glycidyl ether

(CAS 2426-08-6) Listed Listed

Titanium dioxide


m-Phenylenebis(methylamine)


Phenol

(CAS 108-95-2) Listed Listed Listed Listed

Quartz

(CAS14808-60-7) Listed Listed

US. California Proposition 65: WARNING: This product contains a chemical known to the State of California to cause

cancer, birth defects, or reproductive harm.

Component Regulation % In Blend (approx.) Remark

Titanium dioxide (CAS 13463-67-7) ACGIH 1-10 Carcinogenic

Quartz (14808-60-7) ACGIH 20-30 Carcinogenic

Carbon Black (1333-86-4) ACGIH < 0.1 Carcinogenic

Canada

This product has been classified according to the hazard criteria of the CPR and the SDS contains all of the

information required by the CPR.

WHMIS Classification

Class E: Corrosive Class D-2A: Material

Causing other toxic effects

International

International Inventories

16. Other Information

Date Prepared or Revised: September 2014 Supersedes: August 2012

Country or

Region Inventory

On Inventory?

(Yes/No)

Australia Australian Inventory of Chemical Substances (AICS) Yes

Canada Domestic Substances List (DSL) / Non-Domestic Substances List (NDSL) Yes

United States

& Puerto Rico Toxic Substances Control Act (TSCA) Inventory Yes

SET-XP®


SAFETY DATA SHEET


Additional Resin (white side) Classifications

NFPA Ratings HMIS Rating

Additional Hardener (green side) Classifications

NFPA Ratings HMIS Rating

Abbreviations

ACGIH: American Conference of Governmental Industrial Hygienists

CAS No.: Chemical Abstract Service Registry Number

CERCLA: Comprehensive Environmental Response, Compensation and Liability Act (U.S. EPA)

CPR: Controlled Product Regulations (Canada)

DOT: Department of Transportation (U.S.)

EPA: Environmental Protection Agency (U.S.)

GHS: Globally Harmonized System of Classification and Labeling of Chemicals

HEPA: High-Efficiency Particulate Air

HMIS: Hazardous Materials Identification System

IARC: International Agency for Research on Cancer

IATA: International Air Transport Association

IMDG: International Maritime Dangerous Goods code

LPP: Limité Permisible Ponderado (Chile)

NIOSH: National Institute of Occupational Safety and Health (U.S.)

NFPA: National Fire Protection Association (US)

NTP: National Toxicology Program (US)

OSHA: Occupational Safety and Health Administration (U.S.)

PEL: Permissible Exposure Limit

SARA: Superfund Amendments and Reauthorization Act (U.S. EPA)

SDS: Safety Data Sheet

STEL: Short Term Exposure Limit (15 minute Time Weighted Average)

STOT: Specific Target Organ Toxicity (GHS Classification)

TLV: Threshold Limit Value

TSCA: Toxic Substances Control Act (U.S.)

TWA: Time Weighted Average (exposure for 8-hour workday)

U.S.: United States

HEALTH HAZARD

FLAMMABILTY HAZARD

PHYSICAL HAZARD

2

1

0

PERSONAL PROTECTION B

1

2 0

HEALTH HAZARD

FLAMMABILTY HAZARD

PHYSICAL HAZARD

3

1

0

PERSONAL PROTECTION B

1

3 0

SET-XP®


SAFETY DATA SHEET


VOC: Volatile Organic Compounds

WHMIS: Canadian Workplace Hazardous Materials Information System

Disclaimer

This Safety Data Sheet (SDS) is prepared by Simpson Strong-Tie Co. in compliance with the requirements of OSHA

29 CFR Part 1910.1200. The information it contains is offered in good faith as accurate as of the date of this SDS.

This SDS is provided solely for the purpose of conveying health, safety, and environmental information. No

warranty, expressed or implied, is given. Health and Safety precautions may not be adequate for all individuals

and/or situations. It is the user's obligation to evaluate and use this product safely and to comply with all applicable

laws and regulations.

2014 Simpson Strong-Tie Company Inc.

Internal

FOR INTERNAL USE ONLY

SET-XP Resin:

XCOM3B – 50% Cartridge

SET-XP Hardener:

XCOM3B – 50% Cartridge

XCORR – 50% Cartridge

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