Supplementary Document

ManualsBrandsDewalt ManualsAdhesive Inserts9.5 fl. oz. AC100+ Gold Adhesive Anchoring System (Box of 12)

ADHESIVES

www.powers.com

GENERAL INFORMATION

SECTION CONTENTS

General Information ...................... 1

Reference data (ASD) .................... 2

Strength Design (SD) ..................... 7

Installation Instructions

(Solid Base Materials) .................22

Installation Instructions

(Hollow Base Materials)..............23

Reference Tables For

Installation ....................................24

Ordering Information .................. 25

AC100+ GOLD COAXIAL CARTRIDGE

WITH MIXING NOZZLE

AC100+ GOLD DUAL CARTRIDGE

WITH MIXING NOZZLE AND EXTENSION

PACKAGING

Coaxial Cartridge

• 10 ﬂ . oz. (280 ml or 17.1 in

)

Dual (side-by-side Cartridge)

• 12 ﬂ . oz. (345 ml or 21.0 in

)

• 28 ﬂ . oz. (825 ml or 50.3 in

)

STORAGE LIFE & CONDITIONS

Eighteen months in a dry, dark

environment with temperature ranging

from 32°F and 86°F (-0°C to 30°C)

ANCHOR SIZE RANGE (TYP.)

• 3/8" to 1-1/4" diameter rod

• No. 3 to No. 10 rebar

SUITABLE BASE MATERIALS

• Normal-weight Concrete

• Grouted concrete masonry (CMU)

• Hollow concrete masonry (CMU)

• Brick masonry

PERMISSIBLE INSTALLATION

CONDITIONS (ADHESIVE)

• Dry concrete

• Water-saturated concrete (wet)

• Water-ﬁ lled holes (ﬂ ooded)

GENERAL INFORMATION

AC100+ GOLD

Vinylester Injection Adhesive Anchoring System

PRODUCT DESCRIPTION

The AC100+ Gold is a two-component vinylester adhesive anchoring system. The system includes

injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning

equipment. The AC100+ Gold is designed for bonding threaded rod and reinforcing bar elements

into drilled holes in concrete and masonry base materials.

GENERAL APPLICATIONS AND USES

• Bonding threaded rod and reinforcing bar into hardened concrete and masonry

• Evaluated for use in dry and water-saturated concrete (including water ﬁ lled holes)

• Suitable to resist loads in cracked or uncracked concrete base materials

• Can be installed in a wide range of base material temperatures;

qualiﬁ ed for structural applications in concrete as low as 14ºF

• Qualiﬁ ed for seismic (earthquake) and wind loading

FEATURES AND BENEFITS

+ Designed for use with threaded rod and reinforcing bar hardware elements

+ Consistent performance in low and high strength concrete

+ Evaluated and recognized for freeze/thaw performance (interior and exterior applications)

+ Evaluated and recognized for a range of embedments

+ Versatile low odor formula with quick cure time

+ Evaluated and recognized for long term and short term loading (see performance tables)

+ Mixing nozzles proportion adhesive and provide simple delivery method into drilled holes

+ Cartridge design allows for multiple uses using extra mixing nozzles

APPROVALS AND LISTINGS

• International Code Council, Evaluation Service (ICC-ES) ESR-2582 for concrete

• International Code Council, Evaluation Service (ICC-ES) ESR-3200 for masonry

• Code compliant with the 2015 IRC, 2015 IBC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC.

• Tested in accordance with ASTM E488 / ACI 355.4 and ICC-ES AC308 for use in

structural concrete with ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D.

• Compliant with NSF/ANSI Standard 61 for drinking water system components – health

effects; meets requirements for materials in contact with potable water and water treatment

• Conforms to requirements of ASTM C 881 and AASHTO M235, Types I, II, IV

and V, Grade 3, Classes A & B (meets Type III with exception of elongation)

• Department of Transportation listings – see www.powers.com or contact transportation agency

GUIDE SPECIFICATIONS

CSI Divisions: 03 16 00 - Concrete Anchors, 04 05 19.16 - Masonry Anchors and 05 05 19 -

Post-Installed Concrete Anchors. Adhesive anchoring system shall be AC100+ Gold as supplied

by Powers Fasteners Inc., Towson, MD. Anchors shall be installed in accordance with published

instructions and requirements of the Authority Having Jurisdiction.

code listed

ICC-ES ESR-2582

CONCRETE

This Product Available In

Powers Design Assist

Real-Time Anchor Design Software

www.powersdesignassist.com

Summary of content (28 pages)

PAGE 1
GENERAL INFORMATION ADHESIVES GENERAL INFORMATION SECTION CONTENTS AC100+ GOLD® General Information ......................1 Reference data (ASD) ....................2 Strength Design (SD) .....................7 Installation Instructions (Solid Base Materials) .................22 Installation Instructions (Hollow Base Materials)..............23 Reference Tables For Installation ....................................24 Ordering Information ..................
PAGE 2
REFERENCE DATA (ASD) Allowable Stress Design (ASD) Installation Table for AC100+ Gold (Solid Concrete Base Materials) Dimension/Property Notation Units Threaded rod - - 3/8" 1/2" - 5/8" 3/4’" 7/8" 1" - 1-1/4" - Reinforcing bar - - #3 - #4 #5 #6 #7 #8 #9 - #10 Nominal anchor diameter d in. (mm) 0.375 (9.5) 0.750 (19.1) 0.875 (22.2) 1.000 (25.4) 1.125 (28.6) 1.250 (31.8) 1.250 (31.8) Nominal diameter of drilled hole dbit in.
PAGE 3
REFERENCE DATA (ASD) ADHESIVES Allowable Load Capacities for AC100+ Gold Installed into Normal-Weight Concrete with Threaded Rod and Reinforcing Bar (Based on Bond Strength/Concrete Capacity)1,2,3,4,5,6 Minimum Concrete Compressive Strength, (f’c) Nominal Rod Diameter or Rebar Size (in. or #) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 1-1/4 or #10 TECH MANUAL – ADHESIVES ©2016 POWERS VOLUME 1 – REV. M 3 Minimum Embedment Depth (in.
PAGE 4
Allowable Load Capacities for AC100+ Gold Installed into Normal-Weight Concrete with Threaded Rod and Reinforcing Bar (Based on Steel Strength)1,2,3 Nominal Rod Diameter or Rebar Size (in.
PAGE 5
REFERENCE DATA (ASD) ADHESIVES Allowable Load Capacities for Threaded Rod Installed with AC100+ Gold into Grout Filled Concrete Masonry (Based on Bond Strength/Masonry Strength)1,2,3,7,9,12,17 Anchor Diameter d (inch) Minimum Embedment hnom (inch) Critical Spacing Distance scr (inch) Minimum Edge Distance cmin (inch) Minimum End Distance cmin (inch) Tension Load (lbs) Direction of Shear Loading Shear Load (lbs) Towards Edge/End Away From Edge/End Any Any Towards Edge/End Away From Edge/End Any Tow
PAGE 6
AC100+ Gold Adhesive Anchors Installed into Grouted Concrete Masonry Wall Min. Edge Distance Min. End Distance (TYP) Grouted Cell (TYP) C2 3 1 Adhesive Anchor Min. End Distance (end of wall) A Full Allowable Load Capacity Area Critical End Distance (see load tables) Min. Edge Distance A-A Critical Edge Distance 1. Shear load parallel to Edge and perpendicular to End 2. Shear load parallel to End and perpendicular to Edge 3. Shear load parallel to Edge and perpendicular away from End 4.
PAGE 7
REFERENCE DATA (ASD) ADHESIVES Allowable Load Capacities for Threaded Rod Installed with AC100+ Gold Into Hollow Concrete Masonry Walls with Stainless Steel and Plastic Screen Tubes1,2,3,4,5,6,7,8,9,10,11,12,13 Anchor Diameter d (inch) 1/4 (6.4) Screen Tube (type) Stainless Steel Plastic14 3/8 (9.5) Stainless Steel Plastic 1/2 (12.7) Stainless Steel Plastic 5/8 (15.9) Stainless Steel Plastic 3/4 (19.1) TECH MANUAL – ADHESIVES ©2016 POWERS VOLUME 1 – REV.
PAGE 8
Ultimate and Allowable Load Capacities for Threaded Rod Installed with AC100+ Gold into Brick Masonry Walls1,2,3 Anchor Diameter d in. Drill Diameter dbit in. Minimum Embedment Depth in. Minimum End Distance in. Minimum Edge Distance in. Ultimate Load Tension lbs. (kN) Allowable Load Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 4,505 (20.0) 4,580 (20.4) 900 (4.0) 915 (4.1) 9,300 (41.4) 720 (3.2) 1,170 (5.2) 2,085 (9.3) 2,300 (10.2) 1,860 (8.3) 2,435 (10.8) 735 (3.3) 485 (2.
PAGE 9
STRENGTH DESIGN (SD) ADHESIVES STRENGTH DESIGN (SD) code listed Strength Design Installation Table for AC100+ Gold Parameter Symbol Threaded rod outside diameter d Rebar nominal outside diameter Units Fractional Nominal Rod Diameter (Inch) / Reinforcing Bar Size 3/8 or #3 1/2 #4 d inch (mm) inch (mm) 0.375 (9.5) 0.375 (9.
PAGE 10
Design Information Symbol Threaded rod nominal outside diameter d Threaded rod effective cross-sectional area Ase ASTM A 36 and ASTM F 1554 Grade 36 Nominal strength as governed by steel strength (for a single anchor) Reduction factor for seismic shear Strength reduction factor for tension2 Strength reduction factor for shear2 ASTM F 1554 Grade 55 Nominal strength as governed by steel strength(for a single anchor) Reduction factor for seismic shear Strength reduction factor for tension2 Strength re
PAGE 11
STRENGTH DESIGN (SD) ADHESIVES Steel Tension and Shear Design for Reinforcing Bars in Normal Weight Concrete (For use with load combinations taken from ACI 318-14 Section 5.3) Design Information Symbol No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 0.500 (12.7) 0.200 (129.0) 20,000 (89.0) 12,000 (53.4) 0.625 (15.9) 0.310 (200.0) 31,000 (137.9) 18,600 (82.7) 0.750 (19.1) 0.440 (283.9) 44,000 (195.7) 26,400 (117.4) 0.875 (22.2) 0.600 (387.1) 60,000 (266.9) 36,000 (160.1) 1.000 (25.4) 0.
PAGE 12
Concrete Breakout Design Information for Threaded Rod and Reinforcing Bars (For use with loads combinations taken from ACI 318-14 Section 5.
PAGE 13
STRENGTH DESIGN (SD) ADHESIVES Bond Strength Design Information for Threaded Rods (For use with load combinations taken from ACI 318-14 Section 5.3)1,2 Design Information Symbol 1/2 5/8 3/4 7/8 1 1-1/4 inch (mm) inch (mm) 2-3/8 (60) 4-1/2 (114) 2-3/4 (70) 6 (152) 3-1/8 (79) 7-1/2 (191) 3-1/2 (89) 9 (229) 3-1/2 (89) 10-1/2 (267) 4 (102) 12 (305) 5 (127) 15 (381) τk,cr psi (N/mm2) Not Applicable 871 (6.0) 907 (6.3) 907 (6.3) 907 (6.3) 918 (6.3) 918 (6.
PAGE 14
Bond Strength Design Information for Reinforcing Bar (For use with load combinations taken from ACI 318-14 Section 5.
PAGE 15
STRENGTH DESIGN (SD) ADHESIVES Tension and Shear Design Strength for Threaded Rod and Reinforcing Bar Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 75°F (24°C) Maximum Long-Term Service Temperature; 104°F (40°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8 Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in. or #) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 1-1/4 #10 Embed.
PAGE 16
Tension and Shear Design Strength for Threaded Rod and Reinforcing Bar Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 122°F (50°C) Maximum Long-Term Service Temperature; 176°F (80°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in. or #) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 1-1/4 #10 Embed. Depth hef (in.
PAGE 17
STRENGTH DESIGN (SD) ADHESIVES Tension and Shear Design Strength for Threaded Rod and Reinforcing Bar Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 162°F (72°C) Maximum Long-Term Service Temperature; 248°F (120°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in. or #) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 Embed.
PAGE 18
Tension and Shear Design Strength for Threaded Rod and Reinforcing Bar Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 75°F (24°C) Maximum Long-Term Service Temperature; 104°F (40°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8 Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in. or #) 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 1-1/4 #10 Embed. Depth hef (in.
PAGE 19
STRENGTH DESIGN (SD) ADHESIVES Tension and Shear Design Strength for Threaded Rod Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 122°F (50°C) Maximum Long-Term ServiceTemperature; 176°F (80°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in.) 1/2 5/8 3/4 7/8 1 1-1/4 Embed. Depth hef (in.
PAGE 20
Tension and Shear Design Strength for Reinforcing Bar Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 122°F (50°C) Maximum Long-Term Service Temperature; 176°F (80°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (#) #4 #5 #6 #7 #8 #9 #10 Embed. Depth hef (in.
PAGE 21
STRENGTH DESIGN (SD) ADHESIVES Tension and Shear Design Strength for Threaded Rod Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 162°F (72°C) Maximum Long-Term Service Temperature; 248°F (120°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in.) 1/2 5/8 3/4 7/8 1 Embed. Depth hef (in.
PAGE 22
Tension and Shear Design Strength for Reinforcing Bar Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 162°F (72°C) Maximum Long-Term Service Temperature; 248°F (120°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (#) #4 #5 #6 #7 #8 #9 Embed. Depth hef (in.
PAGE 23
STRENGTH DESIGN (SD) ADHESIVES ® Tension Design of Steel Elements (Steel Strength)1,2 Steel Elements - Threaded Rod and Reinforcing Bar Nominal Rod/Rebar Size (in. or No.
PAGE 24
INSTALLATION INSTRUCTIONS (SOLID BASE MATERIALS) DRILLING 1- Drill a hole into the base material with a rotary hammer drill tool to the size and embedment required by the selected steel anchor element (see installation specifications for threaded rod and reinforcing bar). The tolerances of the carbide drill bit must meet ANSI Standard B212.15. • Precaution: Use suitable eye and skin protection. Avoid inhalation of dust during drilling and/or removal.
PAGE 25
INSTALLATION INSTRUCTIONS (HOLLOW BASE MATERIALS) ADHESIVES INSTALLATION INSTRUCTIONS (HOLLOW BASE MATERIALS) DRILLING 1- Drill a hole into the base material with a rotary drill tool to the size and embedment for the required by the selected screen tube size and steel anchor element (see installation specifications for threaded rod in hollow base material with screen tube supplied by Powers Fasteners). The tolerances of the drill bit used should meet the requirements of ANSI B212.15.
PAGE 26
REFERENCE TABLES FOR INSTALLATION Gel (working) Time and Curing Table Temperature of Base Material Gel (working) Time Full Curing Time -10 -5 0 5 10 20 30 35 90 minutes 90 minutes 45 minutes 25 minutes 15 minutes 6 minutes 4 minutes 2 minutes 24 hours 14 hours 7 hours 2 hours 90 minutes 45 minutes 25 minutes 20 minutes 40 1.
PAGE 27
ORDERING INFORMATION ADHESIVES ORDERING INFORMATION AC100+ Gold Cartridges Cat No. Description Std. Box Std. Carton Pallet 8478SD AC100+ Gold 10 fl. oz. Quik-Shot 12 - 972 8486SD AC100+ Gold 12 fl. oz. dual cartridge 12 - 864 8490SD AC100+ Gold 28 fl. oz. dual cartridge 8 - 400 Std. Pack/ Box Std. Carton One AC100+ Gold mixing nozzle is packaged with each cartridge. AC100+ Gold mixing nozzles must be used to ensure complete and proper mixing of the adhesive.
PAGE 28
ADHESIVES ORDERING INFORMATION Adhesive Piston Plugs Cat. No. Description ANSI Drill Dia. Reinforcing Bar Size Threaded Rod Size Std. Bag Std. Ctd.