ICC-ES ESR-4868 for HIT-HY 200 V3

ManualsBrandsHilti ManualsFastenersHIT-HY 200-R V3 Adhesive anchor

Table Of Contents

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as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as

to any finding or other matter in this report, or as to any product covered by the report.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council

ICC-ES Evaluation Report Issued November 2021

ESR-

4868

This report is subject to renewal November 2022.

DIVISION: 03 00 00—CONCRETE

Section: 03 16 00—Concrete Anchors

DIVISION: 05 00 00—METALS

Section: 05 05 19—Post-installed Concrete Anchors

REPORT HOLDER:

HILTI, INC.

EVALUATION SUBJECT:

HILTI HIT-HY 200 V3 ADHESIVE ANCHORS AND POST

INSTALLED REINFORCING BAR CONNECTIONS IN

CONCRETE

1.0 EVALUATION SCOPE

Compliance with the following codes:

 2021, 2018, 2015, and 2012 International Building Code

(IBC)

 2021, 2018, 2015, and 2012 International Residential

Code

(IRC)

For evaluation for compliance with codes adopted by the

Los Angeles Department of Building and Safety (LADBS),

see ESR-4868 LABC and LARC Supplement.

Property evaluated:

Structural

2.0 USES

Adhesive anchors and reinforcing bars installed using the

Hilti HIT-HY 200 V3 Adhesive Anchoring System and Post-

Installed Reinforcing Bar System are used to resist static,

wind and earthquake (Seismic Design Categories A through

F) tension and shear loads in cracked and uncracked

normal-weight concrete having a specified compressive

strength, f′

, of 2,500 psi to 8,500 psi (17.2 MPa

to 58.6 MPa) .

The anchor system complies with anchors as described in

Section 1901.3 of the 2021, 2018 and 2015 IBC, and

Section 1909 of the 2012 IBC and is an alternative to cast-

in-place anchors described in Section 1908 of the 2012 IBC.

The anchor systems may also be used where an engineered

design is submitted in accordance with Section R301.1.3 of

the IRC.

The post-installed reinforcing bar system is an alternative

to cast-in-place reinforcing bars governed by ACI 318 and

IBC Chapter 19.

3.0 DESCRIPTION

3.1 General:

The Hilti HIT-HY 200 V3 Adhesive Anchoring System and

Post-Installed Reinforcing Bar System are comprised of the

following components:

• Hilti HIT-HY 200 V3 adhesive packaged in foil packs

(either Hilti HIT-HY 200-A V3 or Hilti HIT-HY 200-R V3)

• Adhesive mixing and dispensing equipment

• Equipment for hole cleaning and adhesive injection

The Hilti HIT-HY 200 V3 Adhesive Anchoring System may

be used with continuously threaded rod, Hilti HIT-Z(-R)

anchor rods, Hilti HIS-(R)N internally threaded inserts or

deformed steel reinforcing bars as depicted in Figure 1. The

Hilti HIT-HY 200 V3 Post-Installed Reinforcing Bar System

may only be used with deformed steel reinforcing bars as

depicted in Figure 2. The primary components of the Hilti

Adhesive Anchoring and Post-Installed Reinforcing Bar

Systems, including the Hilti HIT-HY 200 V3 Adhesive, HIT-

RE-M static mixing nozzle and steel anchoring elements,

are shown in Figure 5 of this report.

The manufacturer’s printed Installation instructions (MPII),

as included with each adhesive unit package, are replicated

as Figure 6.

3.2 Materials:

3.2.1 Hilti HIT-HY 200 V3 Adhesive: Hilti HIT-HY 200 V3

Adhesive is an injectable, two-component hybrid adhesive.

The two components are separated by means of a

dual-cylinder foil pack attached to a manifold. The two

components combine and react when dispensed through

a static mixing nozzle attached to the manifold.

Hilti HIT-HY 200 V3 is available in 11.1-ounce (330 mL) and

16.9-ounce (500 mL) foil packs. The manifold attached to

each foil pack is stamped with the adhesive expiration date.

The shelf life, as indicated by the expiration date, applies to

an unopened foil pack stored in a dry, dark environment and

in accordance with Figure 6.

Hilti HIT-HY 200 V3 Adhesive is available in two options,

Hilti HIT-HY 200-A V3 and Hilti HIT-HY 200-R V3. Both

options are subject to the same technical data as set forth

in this report. Hilti HIT-HY 200-A V3 will have shorter

Summary of content (43 pages)

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www.icc-es.org | (800) 423-6587 | (562) 699-0543 ICC-ES Evaluation Report ESR-4868 DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-installed Concrete Anchors A Subsidiary of the International Code Council ® Issued November 2021 This report is subject to renewal November 2022. The post-installed reinforcing bar system is an alternative to cast-in-place reinforcing bars governed by ACI 318 and IBC Chapter 19. 3.0 DESCRIPTION 3.
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ESR-4868 | Most Widely Accepted and Trusted Page 2 of 43 working times and curing times than Hilti HIT-HY 200-R V3. The packaging for each option employs a different color, which helps the user distinguish between the two adhesives. applicable, with the additional condition that the bars must be bent cold, and heating of reinforcing bars to facilitate field bending is not permitted. 3.2.2 Hole Cleaning Equipment: 3.2.5.
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ESR-4868 | Most Widely Accepted and Trusted The strength design of anchors must comply with ACI 31819 17.5.1.2 or ACI 318-14 17.3.1 or ACI 318-11 D.4.1 as applicable, except as required in ACI 318-19 17.10 or ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable. Design parameters are provided in Table 7 through Table 26. Strength reduction factors, φ, as given in ACI 318-19 17.5.3, ACI 318-14 17.3.3 or ACI 318-11 D.4.
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ESR-4868 | Most Widely Accepted and Trusted Page 4 of 43 2018, 2015, and 2012 IBC). In addition, hef must be substituted for ℓe. In no case must ℓe exceed 8d. The value of f′c must be limited to a maximum of 8,000 psi (55 MPa) in accordance with ACI 318-19 17.3.1, ACI 318-14 17.2.7 or ACI 318-11 D.3.7, as applicable. 4.1.
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ESR-4868 | Most Widely Accepted and Trusted Page 5 of 43 requiring the anchor design tensile strength to satisfy the tensile strength requirements of ACI 318-11 D.4.1.1, the anchor design tensile strength shall be calculated from ACI 318-11 D.3.3.4.4. The following exceptions apply to ACI 318-11 D.3.3.5.2: 1.
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ESR-4868 | Most Widely Accepted and Trusted included in each unit package as provided in Figure 6 of this report. The MPII contains additional requirements for combinations of drill hole depth, diameter, drill bit type, and dispensing tools. 4.4 Special Inspection: Periodic special inspection must be performed where required in accordance with Section 1705.1.1 and Table 1705.3 of the 2021, 2018, 2015 and 2012 IBC, and this report.
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ESR-4868 | Most Widely Accepted and Trusted Page 7 of 43 to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 12-hour period. Such applications may include, but are not limited to, anchorage of building façade systems and other applications subject to direct sun exposure. 5.17 Use of zinc-plated carbon steel threaded rods or steel reinforcing bars is limited to dry, interior locations. 5.
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ESR-4868 | Most Widely Accepted and Trusted Page 8 of 43 HILTI HIT-Z AND HIT-Z-R ANCHOR ROD FRACTIONAL HIT-Z AND HIT-Z-R ANCHOR ROD h METRIC HIT-Z AND HIT-Z-R ANCHOR ROD Name and Size l lhelix Anchor Length Helix Length in 3 3 HIT-Z(-R) /8”x3 /8” 3 3 /8 in (85) 1 2 /4 (111) 1 2 /4 1 (57) 5 2 /4 (57) 5 (8) 3 /16 21/2 (63) 5 (8) 111/16 (165) 21/2 (63) 5 (8) (197) 21/2 (63) 5 (8) (152) 5 3 /8 (92) 7 (203) 5 3 /8 (92) 7 (241) 5 (92) 15 1 5 /8 (130) 2
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ESR-4868 | Most Widely Accepted and Trusted Page 9 of 43 DEFORMED REINFORCMENT THREADED ROD h h HILTI HIS-N AND HIS-RN THREADED INSERTS h FIGURE 1—INSTALLATION PARAMETERS FOR POST INSTALLED ADHESIVE ANCHORS (Continued)
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ESR-4868 | Most Widely Accepted and Trusted Page 10 of 43 FIGURE 2—INSTALLATION PARAMATERS FOR POST-INSTALLED REINFORCING BARS (A) (B) (C) FIGURE 3—APPLICATION EXAMPLES FOR POST-INSTALLED REINFORCING BARS: (A) TENSION LAP SPLICE WITH EXISTING FLEXURAL REINFORCEMENT; (B) TENSION DEVELOPMENT OF COLUMN DOWELS; (C) DEVELOPMENT OF SHEAR DOWELS FOR NEWLY THICKENED SHEAR WALL
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ESR-4868 | Most Widely Accepted and Trusted Page 11 of 43 TABLE 1—DESIGN TABLE INDEX Fractional Design Table Page Table Page Steel Strength - Nsa, Vsa 7 14 7 14 Concrete Breakout - Ncb, Ncbg, Vcb, Vcbg, Vcp, Vcpg 8 15 8 15 Pullout Strength – Np 10 19 10 19 Steel Strength - Nsa, Vsa 11 20 16 26 Concrete Breakout - Ncb, Ncbg, Vcb, Vcbg, Vcp, Vcpg 12 22 17 27 Bond Strength - Na, Nag 14 and 15 24 and 25 19 and 20 29 and 30 Steel Strength - Nsa, Vsa 24 33 24 33 Concrete
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ESR-4868 | Most Widely Accepted and Trusted Page 12 of 43 TABLE 2—SPECIFICATIONS AND PHYSICAL PROPERTIES OF FRACTIONAL AND METRIC HIT-Z AND HIT-Z RODS HIT-Z AND HIT-Z-R ROD SPECIFICATION CARBON STEEL 3 /8-in. to 5/8-in. and M10 to M12 - AISI 1038 3 /4-in. - AISI 1038 or 18MnV5 M16 - AISI 1038 M20 - AISI 1038 or 18MnV5 STAINLESS STEEL 3 1 2 /8-in. to 3/4-in.
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ESR-4868 | Most Widely Accepted and Trusted Page 13 of 43 TABLE 4—SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON STEEL REINFORCING BARS REINFORCING BAR SPECIFICATION ASTM A6151 Gr. 60 1 ASTM A615 Gr. 40 2 ASTM A706 Gr. 60 DIN 4883 BSt 500 CAN/CSA-G30.184 Gr.
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ESR-4868 | Most Widely Accepted and Trusted Page 14 of 43 Fractional and Metric HIT-Z and HIT-Z-R Anchor Rod Steel Strength TABLE 7—STEEL DESIGN INFORMATION FOR FRACTIONAL AND METRIC HIT-Z AND HIT-Z-R ANCHOR RODS DESIGN INFORMATION Rod O.D. STAINLESS STEEL CARBON STEEL Rod effective crosssectional area Nominal strength as governed by steel strength1 Reduction for seismic shear Nominal Rod Dia. (in.) Fractional Symbol Units 3 /8 d Ase Nsa Vsa 1 5 /2 3 /8 Nominal Rod Dia.
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ESR-4868 | Most Widely Accepted and Trusted Fractional and Metric HIT-Z and HIT-Z-R Anchor Rod Page 15 of 43 Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit TABLE 8—CONCRETE BREAKOUT DESIGN INFORMATION FOR U.S.
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ESR-4868 | Most Widely Accepted and Trusted Page 16 of 43 TABLE 9—PRE-CALCULATED EDGE DISTANCE AND SPACING COMBINATIONS FOR HILTI HIT-Z AND HIT-Z-R RODS DESIGN INFORMATION Symbol Rod O.D.
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ESR-4868 | Most Widely Accepted and Trusted Page 17 of 43 TABLE 9—PRE-CALCULATED EDGE DISTANCE AND SPACING COMBINATIONS FOR HILTI HIT-Z AND HIT-Z-R RODS (Continued) DESIGN INFORMATION Symbol Rod O.D.
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ESR-4868 | Most Widely Accepted and Trusted Page 18 of 43 TABLE 9—PRE-CALCULATED EDGE DISTANCE AND SPACING COMBINATIONS FOR HILTI HIT-Z AND HIT-Z-R RODS (Continued) DESIGN INFORMATION Symbol d Effective embedment hef Drilled hole condition1 - Minimum concrete thickness h CRACKED CONCRETE UNCRACKED CONCRETE Rod O.D.
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ESR-4868 | Most Widely Accepted and Trusted Page 19 of 43 Fractional and Metric HIT-Z and HIT-Z-R Anchor Rod Pullout Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit TABLE 10—PULLOUT STRENGTH DESIGN INFORMATION FOR FRACTIONAL AND METRIC HILTI HIT-Z AND HIT-Z-R RODS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR A CORE DRILL1 DESIGN INFORMATION Minimum embedment depth Permissible installation conditions Temperature range C2 Temperature
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ESR-4868 | Most Widely Accepted and Trusted Page 20 of 43 Fractional Threaded Rod Steel Strength TABLE 11—STEEL DESIGN INFORMATION FOR FRACTIONAL THREADED ROD DESIGN INFORMATION Rod O.D. d Nominal strength as governed by steel strength Reduction for seismic shear Strength reduction factor φ for tension2 Strength reduction factor φ for shear2 Nominal strength as governed by steel strength ASTM F1554 Gr.
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ESR-4868 | Most Widely Accepted and Trusted Page 21 of 43 Fractional Reinforcing Bars Steel Strength TABLE 11A—STEEL DESIGN INFORMATION FOR FRACTIONAL REINFORCING BARS DESIGN INFORMATION Nominal bar diameter ASTM A706 Grade 60 ASTM A615 Grade 60 ASTM A615 Grade 40 Bar effective cross-sectional area Nominal strength as governed by steel strength Reduction for seismic shear Strength reduction factor φ for tension2 Strength reduction factor φ for shear2 Nominal strength as governed by steel strength Re
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ESR-4868 | Most Widely Accepted and Trusted Page 22 of 43 + Fractional Threaded Rod and Reinforcing Bars Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool TABLE 12—CONCRETE BREAKOUT DESIGN INFORMATION FOR FRACTIONAL THREADED ROD AND REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORMATION Effecti
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ESR-4868 | Most Widely Accepted and Trusted Page 23 of 43 + Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Bond Strength Fractional Reinforcing Bars Dry and Water Saturated Concrete TABLE 13—BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORMATION Symbol Maximum Embedm
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ESR-4868 | Most Widely Accepted and Trusted Page 24 of 43 + Fractional Threaded Rod Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Bond Strength Dry and Water Saturated Concrete TABLE 14—BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORMATION Symbol hef,min Maximum Embedme
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ESR-4868 | Most Widely Accepted and Trusted Fractional Threaded Rod Page 25 of 43 Carbide Bit or Hilti Hollow Carbide Bit Bond Strength Water-filled hole TABLE 15—BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) Nominal rod diameter (in.
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ESR-4868 | Most Widely Accepted and Trusted Page 26 of 43 Metric Threaded Rod and EU Metric Reinforcing Bars Steel Strength TABLE 16—STEEL DESIGN INFORMATION FOR METRIC THREADED ROD AND EU METRIC REINFORCING BARS DESIGN INFORMATION Rod Outside Diameter Rod effective cross-sectional area Symbol d Ase ISO 898-1 Class 5.8 Nsa Nominal strength as governed by steel strength Vsa ISO 898-1 Class 8.
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ESR-4868 | Most Widely Accepted and Trusted Page 27 of 43 + Metric Threaded Rod and EU Metric Reinforcing Bars Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool TABLE 17—CONCRETE BREAKOUT DESIGN INFORMATION FOR METRIC THREADED ROD AND EU METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORM
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ESR-4868 | Most Widely Accepted and Trusted Page 28 of 43 + EU Metric Reinforcing Bars Bond Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Dry and Water Saturated Concrete TABLE 18—BOND STRENGTH DESIGN INFORMATION FOR EU METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORMATION Symbol hef,min Maximum E
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ESR-4868 | Most Widely Accepted and Trusted Page 29 of 43 + Metric Threaded Rod Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Bond Strength Dry and Water Saturated Concrete TABLE 19—BOND STRENGTH DESIGN INFORMATION FOR METRIC THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 DESIGN INFORMATION Minimum Embedment Reduction for seismi
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ESR-4868 | Most Widely Accepted and Trusted Metric Threaded Rod Page 30 of 43 Carbide Bit or Hilti Hollow Carbide Bit Bond Strength Water-filled hole TABLE 20—BOND STRENGTH DESIGN INFORMATION FOR METRIC THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) Nominal rod diameter (mm) DESIGN INFORMATION Symbol hef,min Maximum Embedment hef,max Reduction Permissible for seismic Installation tension Conditions Temperature range C2 Temperature range B2
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ESR-4868 | Most Widely Accepted and Trusted Page 31 of 43 Canadian Reinforcing Bars Steel Strength TABLE 21—STEEL DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS DESIGN INFORMATION Symbol Nominal bar diameter d Bar effective cross-sectional area Ase Nsa Nominal strength as governed by steel strength CSA G30 Bar size Units Vsa 10 M 15 M 20 M 25 M mm 11.3 16.0 19.5 25.2 29.9 (in.) (0.445) (0.630) (0.768) (0.992) (1.177) mm2 100.3 201.1 298.6 498.8 702.2 (in.2) (0.
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ESR-4868 | Most Widely Accepted and Trusted Page 32 of 43 + Canadian Reinforcing Bars Bond Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Dry and Water Saturated Concrete TABLE 23—BOND STRENGTH DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1 Bar size DESIGN INFORMATION Minimum Emb
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ESR-4868 | Most Widely Accepted and Trusted Page 33 of 43 Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Steel Strength TABLE 24—STEEL DESIGN INFORMATION FOR FRACTIONAL AND METRIC HIS-N AND HIS-RN THREADED INSERTS1 DESIGN INFORMATION Symbol Units Nominal Bolt/Cap Screw Diameter (in.) Fractional 3 /8 HIS Insert O.D. D HIS insert length L Ase HIS insert effective cross-sectional area Ainsert ISO 3506-1 Class A4-70 Stainless ISO 898-1 Class 8.
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ESR-4868 | Most Widely Accepted and Trusted Page 34 of 43 + Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool TABLE 25—CONCRETE BREAKOUT DESIGN INFORMATION FOR FRACTIONAL AND METRIC HILTI HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) OR CORE DRILLED WITH A DIAMOND CORE BIT AND ROUGHENED WITH A HILTI ROUGHENING TOOL1
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ESR-4868 | Most Widely Accepted and Trusted Page 35 of 43 + Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Carbide Bit or Hilti Hollow Carbide Bit or Diamond Core Bit with Roughening Tool Bond Strength Dry and Water Saturated Concrete TABLE 26—BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL AND METRIC HILTI HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT)1 DESIGN INFORMATION Symbol Units Nominal Bolt/Cap Screw Diamete
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ESR-4868 | Most Widely Accepted and Trusted Page 36 of 43 HILTI DISPENSER HILTI HIT-HY 200 V3 FOIL PACK AND MIXING NOZZLE HILTI TE-CD OR TE-YD HOLLOW CARBIDE DRILL BIT HILTI TE-YRT ROUGHENING TOOL ANCHORING ELEMENTS FIGURE 5—HILTI HIT-HY 200 V3 ANCHORING SYSTEM TABLE 27—DEVELOPMENT LENGTH FOR U.S.
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ESR-4868 | Most Widely Accepted and Trusted Page 37 of 43 Criteria Section of Reference Standard Nominal reinforcing bar diameter db BS 4449: 2005 Nominal bar area Ab BS 4449: 2005 Development length for fy = 72.5 ksi and f’c = 2,500 psi (normal weight concrete) 3 ld ACI 318-19 25.4.2.45 ACI 318-14 25.4.2.3 ACI 318-11 12.2.3 Development length for fy = 72.5 ksi and f’c = 4,000 psi (normal weight concrete) 3 ld ACI 318-19 25.4.2.45 ACI 318-14 25.4.2.3 ACI 318-11 12.2.
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ESR-4868 | Most Widely Accepted and Trusted FIGURE 6—MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) Page 38 of 43
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ESR-4868 | Most Widely Accepted and Trusted FIGURE 6—MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued) Page 39 of 43
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ESR-4868 | Most Widely Accepted and Trusted FIGURE 6—MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued) Page 40 of 43
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ESR-4868 | Most Widely Accepted and Trusted FIGURE 6—MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued) Page 41 of 43
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ICC-ES Evaluation Report ESR-4868 LABC and LARC Supplement Issued November 2021 This report is subject to renewal November 2022. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-Installed Concrete Anchors REPORT HOLDER: HILTI, INC.
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ICC-ES Evaluation Report ESR-4868 FBC Supplement Issued November 2021 This report is subject to renewal November 2022. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-Installed Concrete Anchors REPORT HOLDER: HILTI, INC. EVALUATION SUBJECT: HILTI HIT-HY 200 V3 ADHESIVE ANCHORS AND POST INSTALLED REINFORCING BAR CONNECTIONS IN CONCRETE 1.