pdf-doc

ManualsBrandsDeWalt ManualsAdhesive AnchorsEng. by Powers - PE1000+® Adhesive Anchor, Dual Cartridge, 20 OZ. - Pkg Qty 12

www.powers.com

aDhesiVe anchors

GENERAL INFORMATION

Section contentS

PE1000+ DUAL CARTRIDGE

AND MIXING NOZZLE

PACKAGING

Dual (side-by-side) Cartridge

• 13 ﬂ. oz. (385 ml)

• 20 ﬂ. oz. (585ml)

• 47 ﬂ. oz. (1400ml)

STORAGE LIFE & CONDITIONS

Two years in a dry, dark environment

with temperature ranging from

41ºF to 95ºF(5ºC to 35ºC)

ANCHOR SIZE RANGE (TYP.)

• 3/8" to 1-1/4" diameter

threaded rod

• No. 3 to No. 10

reinforcing bar (rebar)

SUITABLE BASE MATERIALS

• Normal-weight concrete

• Light-weight concrete

• Grouted concrete masonry

PERMISSIBLE INSTALLATION

CONDITIONS

• Dry concrete

• Water-saturated concrete (wet)

• Water-ﬁlled holes (ﬂooded)

Code listed

ICC-ES ESR-2583

CONCRETE

This Product Available In

Powers Design Assist

Real Time Anchor Design Software

www.powersdesignassist.com

GENERAL INFORMATION

pE1000+

Epoxy Injection Adhesive Anchoring System

proDUCT DESCrIpTIon

The PE1000+ is a two-component, high strength adhesive anchoring system. The system includes

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

equipment. The PE1000+ is designed for bonding threaded rod and reinforcing bar hardware

into drilled holes in concrete and solid masonry base materials.

GEnErAL AppLICATIonS AnD USES

• Bonding threaded rod and reinforcing bar into hardened concrete and grouted CMU

• Evaluated for use in dry and water-saturated concrete including water-ﬁlled holes

• Cracked and uncracked concrete

• Seismic and wind loading (see ESR-2583)

• Hammer-drill and diamond core drilled holes

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

fEATUrES AnD BEnEfITS

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

+ Consistent performance in low and high strength concrete (2,500 to 8,500 psi)

+ Evaluated and recognized for freeze/thaw performance

+ Evaluated and recognized for long term and short term loading

(see performance tables for applicable temperature ranges)

+ Evaluated and recognized for variable embedments (see installation speciﬁcations)

+ Cartridge design allows for multiple uses using extra mixing nozzles

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

+ Easy dispensing reduces applicator fatigue

ApproVALS AnD LISTInGS

• International Code Council, Evaluation Service (ICC-ES) ESR-2583

• Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006

IBC, and 2006 IRC

• Tested in accordance with ACI 355.4 and AC308 for use in structural concrete according to

ACI 318 Appendix D (Strength Design)

• Evaluated and qualiﬁed by an accredited independent testing laboratory for recognition

in cracked and uncracked concrete including seismic and wind loading

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

minimum requirements for materials in contact with potable waterand water treatment

• Conforms to requirements of ASTM C 881, Types I, II, IV and V, Grade 3, Classes B & C

(also meets type lll except for 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 PE1000+ as

supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with

published instructions and requirements of the Authority Having Jurisdiction.

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

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

Strength Design (SD) ..................... 6

Installation Instructions

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

Reference Tables For

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

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

Summary of content (25 pages)

PAGE 1
General Information Section contents PE1000+® General Information.......................1 Reference data (ASD).....................2 Strength Design (SD)......................6 Installation Instructions (Solid Base Materials)..................22 Reference Tables For Installation.....................................24 Ordering Information...................25 Product Description The PE1000+ is a two-component, high strength adhesive anchoring system.
PAGE 2
Reference data (ASD) Adhesive Anchors Reference data (ASD) Installation Table for PE1000+ (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 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) Carbide drill bit nominal size do [dbit] in.
PAGE 3
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 1-1/8 or #9 1-1/4 or #10 Minimum Embedment Depth (in.
PAGE 4
Reference data (ASD) Adhesive Anchors Allowable Load Capacities for PE1000+ Installed into Uncracked Normal-Weight Concrete with Threaded Rod and Reinforcing Bar (Based on Steel Strength)1,2,3,4,5,6 Nominal Rod Diameter or Rebar Size (in.
PAGE 5
Ultimate Load Capacities for Threaded Rod Installed with PE1000+ into the Block Face of Grout-Filled Concrete Masonry Walls1,2 Nominal Rod Diameter d. in. Drill Diameter dbit in. Minimum Embedment Depth in. (mm) Minimum Edge Distance in. (mm) Minimum End Distance in. (mm) Ultimate Load3 Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Allowable Load Shear lbs. (kN) 3/8 7/16 3 (76.2) 2-1/2 (63.5) 2-1/2 (63.5) 3,350 (14.9) 2,100 (9.3) 670 (2.9) 420 (1.9) 1/2 9/16 4 (101.6) 3 (76.
PAGE 6
Strength Design (SD) Adhesive Anchors Strength Design (SD) Code listed Installation Specifications for Threaded Rod and Reinforcing Bar1 ICC-ES ESR-2583 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) Carbide drill bit nominal size do [dbit] in.
PAGE 7
Steel Tension and Shear Design for Threaded Rod in Normal Weight Concrete (For use with load combinations taken from ACI318 Section 9.
PAGE 8
Strength Design (SD) Adhesive Anchors Steel Tension and Shear Design for Reinforcing Bars in Normal Weight Concrete (For use with load combinations taken from ACI318 Section 9.2) Design Information Symbol No. 6 No. 7 No. 8 No. 9 No. 10 inch (mm) inch2 (mm2) lbf (kN) lbf (kN) 0.375 (9.5) 0.110 (71.0) 11,000 (48.9) 6,600 (29.4) 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.
PAGE 9
Concrete Breakout Design Information for Threaded Rod and Reinforcing Bars (For use with loads combinations taken from ACI 318 Section 9.
PAGE 10
Strength Design (SD) Adhesive Anchors Bond Strength Design Information for Threaded Rods and Reinforcing Bars in Holes Drilled with a Hammer Drill and Carbide Bit (For use with load combinations taken from ACI 318 Section 9.
PAGE 11
Bond Strength Design Information for Threaded Rods and Reinforcing Bars in Holes Drilled with a Core Drill and Diamond Core Bit (For use with load combinations taken from ACI 318 Section 9.
PAGE 12
Strength Design (SD) Adhesive Anchors Tension and Shear Design Strength 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 Temperature 1,2,3,4,5,6,7,8 Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in.
PAGE 13
® 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 f'c = 2,500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f'c = 8,000 psi Embed. Depth hef (in.
PAGE 14
Strength Design (SD) Adhesive Anchors Tension and Shear Design Strength Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 110°F (43°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.
PAGE 15
Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in. or #) Embed. Depth hef (in.) f'c = 2,500 psi ΦNcb or ΦNa Tension (lbs.) ΦVcb or ΦVcp Shear (lbs.) f'c = 3,000 psi ΦNcb or ΦNa Tension (lbs.
PAGE 16
Strength Design (SD) Adhesive Anchors Tension and Shear Design Strength Installed in Cracked Concrete (Bond or Concrete Strength) Drilled with a Hammer-Drill and Carbide Bit in a Dry Hole Condition 110°F (43°C) Maximum Long-Term Service Temperature; 140°F (60°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 Minimum Concrete Compressive Strength Nominal Rod/Rebar Size (in.
PAGE 17
® 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 f'c = 2,500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f'c = 8,000 psi Embed. Depth hef (in.
PAGE 18
Strength Design (SD) Adhesive Anchors Tension and Shear Design Strength Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Core-Drill and Diamond Core 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.
PAGE 19
Tension and Shear Design Strength Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Core-Drill and Diamond Core Bit in a Dry Hole Condition 110°F (43°C) Maximum Long-Term Service Temperature; 140°F (60°C) Maximum Short-Term Service Temperature1,2,3,4,5,6,7,8,9 ® 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 f'c = 2,500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f'c = 8,000 psi Embed.
PAGE 20
Strength Design (SD) Adhesive Anchors Tension and Shear Design Strength Installed in Uncracked Concrete (Bond or Concrete Strength) Drilled with a Core-Drill and Diamond Core Bit in a Dry Hole Condition 110°F (43°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.
PAGE 21
® Tension Design of Steel Elements (Steel Strength) Steel Elements - Threaded Rod and Reinforcing Bar Nominal Rod/Rebar Size (in. or No.
PAGE 22
Installation Instructions (Solid Base Materials) Adhesive Anchors Installation Instructions (Solid Base Materials) Permissible Installation Conditions Dry Concrete: cured concrete that, at the time of adhesive anchor installation, has not been exposed to water for the preceding 14 days.
PAGE 23
Preparing 3- Check adhesive expiration date on cartridge label. Do not use expired product. Review Safety Data Sheet (SDS) before use. Cartridge temperature must be between 41°F - 95°F (5°C - 35°C) when in use; Consideration should be given to the reduced gel time of the adhesive in warm temperatures. • Attach a supplied mixing nozzle to the cartridge. Do not modify the mixer in any way and make sure the mixing element is inside the nozzle. Load the cartridge into the correct dispensing tool.
PAGE 24
Reference Tables For Installation Adhesive Anchors Reference Tables For Installation Gel (working) Time and Curing Table Temperature of Base Material ˚F Gel (working) Time ˚C Full Curing Time 41 5 180 minutes 50 hours 50 10 120 minutes 30 hours 10 hours 68 20 30 minutes 86 30 20 minutes 6 hours 104 40 20 minutes 4 hours Hole Cleaning Equipment Selection Table for PE1000+ Threaded rod diameter (inch) Rebar size (no.) ANSI drill bit diameter (inch) Min.
PAGE 25
Ordering Information Adhesive Anchors Ordering Information PE1000+ Cartridge System Cat No. Description Std. Ctn. Pallet 0500SD 0502SD 0503SD PE1000+ 13 fl. oz. dual cartridge PE1000+ 20 fl. oz. dual cartridge PE1000+ 47 fl. oz. dual cartridge 12 12 12 540 540 624 One PE1000+ mixing nozzle is packaged with each cartridge. PE1000+ mixing nozzles must be used to ensure complete and proper mixing of the adhesive. Extra Mixing Nozzles Cat No. Description Std. Ctn.