submittal re500 epoxy
TRANSCRIPT
ICC Report ESR-1682LEED
Includes:
RE-500 Epoxy
ICC Evaluation Service, Inc.www.icc-es.org
Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599-9800Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 # (708) 799-2305
ESR-1682Issued December 1, 2004
This report is subject to re-examination in one year.
Copyright © 2004 Page 1 of 8
are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject
of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any
product covered by the report.
DIVISION: 03—CONCRETESection: 03151—Concrete Anchoring
REPORT HOLDER:
HILTI, INC.5400 SOUTH 122ND EAST AVENUETULSA, OKLAHOMA 74146(800) [email protected]
EVALUATION SUBJECT:
HILTI HIT RE 500 ADHESIVE ANCHOR SYSTEMS
1.0 EVALUATION SCOPE
Compliance with the following codes:
# 2000 International Building Code® (IBC)
# 2000 International Residential Code® (IRC)
# 1997 Uniform Building Code™ (UBC)
Properties evaluated:
# Structural
# Health effects
2.0 USES
The Hilti HIT RE 500 Adhesive Anchoring System consists ofadhesive and either post-installed threaded rods or deformedreinforcing bars. The system is used to resist static tensionand shear loads, live loads, seismic loads and wind loads inuncracked, normal-weight concrete having a minimumcompressive strength of 2,000 psi (13.8MPa) or 4,000 psi(27.6 MPa). The anchor system is an alternative to cast-in-place anchors described in Section 1912 of the IBC andSection 1923.1 of the UBC. The anchor systems may also beused under the IRC where an engineered design is submittedin accordance with IRC Section R301.1.2.
3.0 DESCRIPTION
3.1 General:
The Hilti HIT RE 500 Adhesive Anchor System consists of theHilti HIT RE 500 adhesive and steel reinforcement bars orthreaded rods.
3.2 Materials:
3.2.1 Hilti HIT RE 500 Adhesive: The Hilti HIT RE 500adhesive is a two-component, injectable, epoxy adhesive withthe components contained in a dual-chambered cartridge.Available cartridge sizes include 11.1 ounces (330 ml), 16.9ounces (500 ml), and 47.3 ounces (1400 ml) of adhesive. The
two components combine, when dispensed through a staticmixing nozzle attached to the cartridge, at a 3:1 ratio of resinto hardener. The static mixing nozzle is supplied by Hilti. Eachcartridge is stamped with an adhesive expiration date. TheHilti HIT RE 500 epoxy adhesive has a recommendedmaximum shelf life of nine months when stored in themanufacturer’s unopened cartridge at temperatures between23°F (-5°C) and 77°F (25°C).
3.2.2 Threaded Steel Rods: The threaded steel rodsconsist of all-thread rods in diameters shown in Table 1 of thisreport. The rods, with nut and washer, are available in foursteel specifications as shown in Table 2. The carbon steelstandard threaded rod and the high-strength threaded rodshall be furnished with either a 5 :m zinc electroplate coatingin accordance with ASTM B 633 SC 1, or a hot-dippedgalvanized zinc coating in accordance with ASTM A 153Class C or D.
3.2.3 Reinforcement Bars: Deformed reinforcement bars(rebars) range in size from No. 3 to No. 11, as shown in Table3, and shall comply with ASTM A 615, A 616, A 617, or A 706(Grade 60, minimum).
3.3 Normal-weight Concrete:
Normal-weight concrete shall be stone-aggregate concrete,conforming to Sections 1903 and 1905 of the IBC and theUBC, having a minimum 28-day compressive strength of2,500 psi (17.3 MPa) (IBC) or 2,000 psi (13.8 MPa) (UBC) atthe time of anchor installation.
4.0 DESIGN AND INSTALLATION
4.1 Design:
Allowable tension and shear loads for threaded rod and rebarin normal-weight concrete are given in Tables 4 and 5,respectively. Allowable tension and shear loads for threadedrods connecting sill plates and other attachments are given inTable 7. Anchors are permitted for static live and dead load,wind load and earthquake load. Where adjustments to theallowable loads are permitted or required in accordance withSection 1612.3 of the UBC and Section 1605.3 of the IBC,those adjustments shall be as follows:
1. When using the basic load combinations in accordancewith IBC Section 1605.3.1 or UBC Section 1612.3.1,allowable shear and tension concrete/bond values andallowable tension steel values in Tables 4, 5 and 7 of thisreport are not permitted to be increased for wind orearthquake loading. When using the alternative basic loadcombinations in IBC Section 1605.3.2 or UBC Section1612.3.2 that include wind or seismic loads, the allowableshear and tension concrete/bond values and allowabletension steel values in Tables 4, 5 and 7 are permitted tobe increased by 331/3 percent. Alternatively, the basic loadcombinations may be reduced by a factor of 0.75 whenusing IBC Section 1605.3.2.
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2. For allowable short-term shear loads resulting from windand seismic loads based on steel strength, the allowablesteel shear values shall be adjusted using the factors inTable 9.
The allowable tension and shear values based on bond orconcrete in Tables 4, 5 and 7 shall be adjusted in accordancewith Figure 1 for in-service base-material temperatures inexcess of 120°F (49°C).
Allowable loads for anchors subjected to combined shearand tension loads are determined as follows:
(Ps/Pt)5/3 + (Vs/Vt)
5/3 # 1
where:
Ps = Applied service tension load.
Pt = Allowable service tension load.
Vs = Applied service shear load.
Vt = Allowable service shear load.
For anchors installed at edge distances less than ccr, orspacing less than scr, or both, the bond or concrete valuesgiven in Tables 4 and 5 shall be reduced in accordance withthe reduction factors given in Table 6. The reduced bond- orconcrete-strength anchor values shall be compared with thecorresponding allowable steel strength, and the lesser valueshall be used to establish allowable anchor capacity. Forinstallations with 13/4-inch (44.5 mm) edge distance, Table 7applies.
4.2 Installation:
4.2.1 General: Installation requirements are shown forvarious threaded rod sizes in Table 1, and for deformedreinforcement bars in Table 3. Holes shall be drilled to therequired depth using an electro-pneumatic hammer-drill, inroto-hammer mode, with a carbide-tipped drill bit thatcomplies with ANSI Specification B212.15-1994, or a Hiltimatched-tolerance diamond core bit. Holes shall be cleanedof dust and debris using a wire brush and oil-free compressedair, as required. For holes which are drilled with a core bit, thehole should be immediately flushed with water until the waterfrom the hole runs clear; brushed with a wire brush; andflushed again until the water runs clear. Holes are permittedto be dry, damp or wet (including standing water) at the timeof anchor installation. A clean mixing nozzle shall be attachedto the cartridge, and the first three trigger pulls from each refillpack shall be discarded. The holes shall be filled one-half totwo-thirds full with the epoxy adhesive, starting at the bottomto avoid entrapment of air. The steel anchor rod or rebar isinstalled in the hole with a rotating motion until the bottom ofthe hole is reached. Minor adjustments to the anchor positionmay be made during the gel time as given in Table 8. Thedesign load may be applied after the cure time given in Table8 has elapsed.
4.2.2 Special Inspection: Special inspection in accordancewith Section 1704 of the IBC or Section 1701 of the UBC shallbe provided for all anchor installations. The special inspectorshall record compliance of the carbide drill bit with ANSIB212.15-1994, and compliance of: the Hilti diamond core drillbit nominal diameter; the hole depth and cleanliness; theproduct description, including product name, rod type,diameter and length; and the adhesive expiration date. Thespecial inspector also shall verify anchor installation as beingin accordance with this report and the manufacturer’spublished installation instructions.
4.2.3 Compliance with ANSI/NSF Standard 61, DrinkingWater System Components—Health Effects: HIT RE 500is recognized for use under ANSI/NSF Standard 61, forcontact with potable water systems. HIT RE 500 is recognized
for the threaded rods subjected to water at temperatures upto 140/F (60/C).
5.0 CONDITIONS OF USE
The Hilti HIT RE 500 Adhesive Anchor Systems described inthis report comply with, or are suitable alternatives to what isspecified in, those codes listed in Section 1.0 of this report,subject to the following conditions:
5.1 The Hilti HIT RE 500 Adhesive Anchor System ispermitted to be used to resist dead loads, live loads andshort-term loads, such as those resulting from wind orearthquake.
5.2 When anchors are used to resist short-term loads, suchas wind or seismic loads, allowable loads shall becalculated in accordance with Section 4.1 of this report.
5.3 The anchors shall be installed in accordance with Hilti’sinstructions and this report. In the event of a conflictbetween Hilti’s instructions and this report, this reportshall govern.
5.4 The HIT RE 500 Adhesive Anchors shall be installed inholes predrilled using a carbide-tipped masonry drill bitmanufactured within the range of the maximum andminimum dimensions of ANSI B212.15-1994, or with aHilti matched-tolerance diamond core bit having thesame nominal diameter.
5.5 Special inspection in accordance with Section 4.2.2 ofthis report shall be provided for all anchor installations.
5.6 Calculations, drawings and details demonstrating thatthe HIT RE 500 Adhesive Anchor System complies withthis report shall be submitted to the building official. Thecalculations and details shall be prepared by aregistered design professional where required by thejurisdiction in which the project is to be constructed.
5.7 The Hilti HIT RE 500 Adhesive Anchor System is notpermitted for use in conjunction with fire-resistance-rated construction. Exceptions are:
• Anchors resist wind or seismic loading only.
• For other than wind or seismic loading, specialconsideration is given to fire exposure conditions.
5.8 The Hilti HIT RE 500 Adhesive Anchor System may beused to resist tension and shear loads in overhead orwall installations. In overhead and wall tensionapplications, consideration shall be given to the effectsof elevated temperature conditions on anchorperformance. Figure 1 shows load reduction factors forelevated temperatures.
5.9 Since an ICC-ES acceptance criteria for evaluating datato determine the performance of adhesive anchorssubjected to fatigue or shock loading is unavailable atthis time, the use of these anchors under theseconditions is beyond the scope of this report.
5.10 Since an ICC-ES acceptance criteria for evaluating theperformance of adhesive anchors in cracked concreteor masonry is unavailable at this time, the use ofanchors in tension zones of concrete or masonrymembers is limited to installation in uncracked concrete.Cracking occurs when ft > fr due to service loads ordeformations.
5.11 Use of the Hilti HIT RE 500 Adhesive Anchor System inconjunction with carbon steel threaded rods shall belimited to interior exposure. Installations exposed tosevere, moderate or negligible exterior weatheringconditions, as defined in Figure 1 of ASTM C 62, arepermitted where stainless steel anchors or hot-dipped
Page 3 of 8 ESR-1682
anchors with a zinc coating complying with ASTM A 153Class C or D are used.
5.12 During anchor installation, the hole and surroundinglocation are permitted to be dry, damp or wet (includingstanding water).
5.13 The Hilti HIT RE 500 Adhesive Anchor System may beinstalled in base materials having interior temperaturesbetween 23°F (-5°C) and 110°F (43°C) at the time ofinstallation. Installation of the Hilti HIT RE 500 AdhesiveAnchor System in base materials having interiortemperatures outside this range is beyond the scope ofthis report. The temperature of the Hilti HIT RE 500Adhesive shall be between 40°F (5°C) and 105°F (40°C)at the time of installation.
5.14 When anchors are located where the interior base-material temperature may exceed 120°F (49°C),allowable tension loads in this report shall be adjustedfor in-service temperatures in accordance with Figure 1.The use of the Hilti HIT RE 500 Adhesive AnchorSystem in base materials having interior temperaturesexceeding 212°F (100°C) is beyond the scope of thisreport.
5.15 The Hilti HIT RE 500 Adhesive Anchor System ismanufactured by Hilti GmbH at their facilities inKaufering, Germany, with quality control inspections byUnderwriters Laboratories Inc. (AA-668).
6.0 EVIDENCE SUBMITTED
6.1 Data in accordance with the ICC-ES AcceptanceCriteria for Adhesive Anchors in Concrete and MasonryElements (AC58), dated November 2001, including test
reports for the following tests: axial tension testing ofsingle anchors, establishing minimum edge distance, c= cmin (AC58 Test Series 5); axial tension testing of agroup of two anchors, establishing minimum spacingdistance, s = smin (AC58 Test Series 9); shear testing ofsingle anchors, establishing critical edge distance, c =ccr (AC58 Test Series 13); shear testing of singleanchors, establishing minimum edge distance, c = cmin
and 13/4 inches (44.5 mm) (AC58 Test Series 14); creeptesting (AC58 Test Series 17); in-service temperaturetesting (AC58 Test Series 18); dampness testing (AC58Test Series 19); freezing and thawing testing (AC58Test Series 20); seismic testing of threaded rods andrebar (AC58 Test Series 21); single anchor tensiletesting of reinforcing bars (AC58 Test Series 1); andsingle anchor shear testing of reinforcing bars (AC58Test Series 13). Additional documentation was providedon use of HIT RE 500 adhesive in contact with potablewater (ANSI/NSF Standard 61), and for evaluation ofanchor performance in cored holes.
6.2 A quality control manual.
7.0 IDENTIFICATION
The Hilti HIT RE 500 adhesive is identified in the field bylabels on, or in, the packaging that note the manufacturer’sname (Hilti), product name, lot number, expiration date,evaluation report number (ESR-1682) and installationinstructions.
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TABLE 1—SPECIFICATIONS FOR INSTALLATION OF THREADED RODSIN CONCRETE WITH HILTI HIT RE 500 ADHESIVE
PROPERTY THREADED ROD DIAMETER (inches)3/8
1/25/8
3/47/8 1 11/4
Anom = Nominal area of threaded rod (in.2) 0.1104 0.1963 0.3068 0.4418 0.6013 0.7854 1.2272
BD = Nominal bit diameter (inches) 7/169/16
3/47/8 1 11/8 13/8
Standard embedment depth (inches) 33/8 41/2 55/8 63/4 77/8 9 111/4
T = maximum torque (ft.-lb.) 18 30 75 150 175 235 400For SI: 1 inch = 25.4 mm, 1 ft-lb = 1.4 N-m, 1 inch2 = 645 mm2.
TABLE 2—STEEL SPECIFICATIONS FOR ROD, NUT AND WASHER
ALL-THREAD ROD NUT SPECIFICATION WASHERSPECIFICATIONDescription Specification fy (ksi) fu (ksi)
Standard carbonthreaded rod1 ASTM A 36 36.0 58.0
ASTM A 563, Grade A ANSI B 18.22.1, TypeA, plain
High-strength carbonthreaded rod1 ASTM A 193 B7 105.0 125.0
ASTM A 563, GradeDH
ASTM F 436
Stainless rod(316/304)
3/8 inch - 5/8 inchASTM F 593, CW
65.0 100.0ASTM F 594, Alloy,
Group 1ANSI B 18.22.1, Type
A, plainStainless rod(316/304)
3/4 inch - 11/4 inches45.0 85.0
For SI: 1 inch = 25.4 mm, 1 ksi = 6.89 kPa.
1Carbon steel rods, nuts, and washers exposed to exterior or damp environments shall be hot-dipped galvanized in accordance with ASTM A 153Class C or D.
TABLE 3—SPECIFICATIONS FOR INSTALLATION OF GRADE 60REINFORCING BAR IN CONCRETE WITH HILTI HIT RE 500 ADHESIVE
PROPERTY REINFORCING BAR SIZES
No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11
d = Nominal bar diameter (inches) 0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 1.375
BD = Nominal bit diameter (inches) 1/25/8
3/47/8 1 11/8 13/8 11/2 13/4
Standard embedment depth (inches) 33/8 41/2 55/8 63/4 77/8 9 101/8 111/4 123/8
For SI: 1 inch = 25.4 mm.
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TABLE 4—ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL-WEIGHTCONCRETE FOR THREADED RODS INSTALLED WITH HILTI HIT RE 500 ADHESIVE (pounds)1,2,3,4,5
ANCHORDIAMETER
(inches)
EMBED-MENTDEPTH(inches)
TENSION (lbs) SHEAR (lbs)
Based on Bond orConcrete
Based on Steel Strength Based on Bond orConcrete
Based on Steel Strength
f Nc
2,000 psif Nc
4,000 psiASTMA 36
ASTM A193 B7
AISI304/316
SS
f Nc
2,000 psif Nc
4,000 psiASTMA 36
ASTM A193 B7
AISI304/316
SS
3/8
13/4 645 1,095
2,115 4,555 3,645
485 685
1,090 2,345 1,87533/8 2,190 2,585 1,575 2,225
41/2 2,420 2,585 2,565 3,630
1/2
21/4 1,130 1,965
3,755 8,100 6,480
860 1,215
1,935 4,170 3,33541/2 4,045 5,275 2,795 3,955
6 4,775 5,380 4,560 6,450
5/8
27/8 1,690 3,045
5,870 12,655 10,125
1,345 1,905
3,025 6,520 5,21555/8 6,560 7,355 4,370 6,180
71/2 7,320 7,515 7,125 10,080
3/4
33/8 2,310 4,515
8,455 18,225 12,390
1,935 2,740
4,355 9,390 6,38563/4 8,670 10,755 6,295 8,900
9 10,385 12,995 10,265 14,515
7/8
4 3,005 5,665
11,510 24,805 16,865
2,635 3,730
5,930 12,780 8,69077/8 12,495 15,875 8,565 12,115
101/2 14,705 16,185 13,970 19,755
1
41/2 3,945 8,440
15,030 32,400 22,030
3,445 4,870
7,745 16,690 11,3509 13,845 17,365 11,190 15,820
12 17,935 17,935 18,245 25,800
11/4
55/8 5,760 12,815
23,490 50,620 34,425
5,380 7,610
12,100 26,080 17,735111/4 24,610 31,620 17,480 24,720
15 34,130 35,270 28,510 40,315For SI: 1 inch = 25.4 mm, 1 lbf = 4.48 N, 1 psi = 6.89 Pa.
1Allowable load shall be the lesser of tabulated bond and steel values. Load reduction factors given in Table 6 for reduced edge distance (c) andspacing (s) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edgesdistances, embedments and concrete strengths. Load reduction factors are cumulative for anchors with multiple anchor spacings or base-materialedge distances.2The tabulated values are for anchors installed in concrete having the designated compressive strength (fNc) or a higher strength at the time ofinstallation.3Allowable loads based on bond strength have been calculated using a safety factor of 4.0 applied to the mean ultimate strength.4Concrete thickness shall be equal to or greater than 1.5 times the anchor embedment depth.5The allowable tension and shear values for adhesive anchors to resist short-term loads such as wind or seismic loads shall be calculated inaccordance with Section 4.1 of this report.
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TABLE 5—ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL-WEIGHTCONCRETE FOR REINFORCING BAR INSTALLED WITH HILTI HIT RE 500 ADHESIVE (pounds)1,2,3,4,5
ANCHOR SIZE EMBEDMENTDEPTH, hef
(inches)
TENSION (lbs) SHEAR (lbs)
Based on Bond or Concrete Based on SteelStrength, ASTM A
615 Gr. 60
Based on Bondor Concrete:fNc $ 2,000 psi
Based on SteelStrength, ASTM A
615 Gr. 60fNc
2,000 psifNc
4,000 psi
No. 333/8 2,525 2,760
2,640 1,715 1,68541/2 2,700 2,700
No. 441/2 3,995 4,635
4,800 2,890 3,0606 4,665 4,665
No. 555/8 5,155 6,950
7,440 4,530 4,74571/2 6,215 6,950
No. 663/4 8,425 11,170
10,560 6,835 6,7309 9,740 11,215
No. 777/8 10,130 14,835
14,400 8,525 9,180101/2 12,115 15,430
No. 89 15,985 18,205
18,960 12,985 12,08512 17,400 18,235
No. 9101/8 18,060 20,310
24,000 15,080 15,300131/2 21,005 21,005
No. 10111/4 23,000 24,180
30,480 19,620 19,43015 23,960 24,265
No. 11123/8 29,655 30,780
37,440 22,235 23,870161/2 30,895 30,950
For SI: 1 inch = 25.4 mm, 1 lbf = 4.48 N, 1 psi = 6.89 Pa.
1Allowable load shall be the lesser of tabulated bond and steel values. Load reduction factors given in Table 6 for reduced edge distance (c) andspacing (s) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edgedistances, embedments and concrete strengths. Load reduction factors are cumulative for anchors with multiple anchor spacings or base-materialedge distances.2The tabulated values are for rebar installed in concrete having the designated compressive strength (fNc) or a higher strength at the time ofinstallation.3Allowable loads based on bond strength have been calculated using a safety factor of 4.0 applied to the mean ultimate strength.4Concrete thickness shall be equal to or greater than 1.5 times the anchor embedment depth.5The allowable tension and shear values for adhesive anchors to resist short-term loads such as wind or seismic loads shall be calculated inaccordance with Section 4.1 of this report.
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TABLE 6—INFLUENCE FACTORS FOR SPACING AND EDGE DISTANCEIN NORMAL-WEIGHT CONCRETE WITH HILTI HIT RE 5001
SPACING FACTORS FORTENSION AND SHEAR LOADS
EDGE DISTANCE FACTORS FORSHEAR LOADS
EDGE DISTANCE FACTORS FOR TENSIONLOADS
Scr Smin fA ccr cmin fRV ccr cmin fRN
1.5 × hef 0.5 × hef 0.70 1.5 × hef 0.5 × hef 0.30 toward edge0.60 not toward edge
1.5 × hef 0.5 × hef 0.70
hef = Actual embedment depth.s = The measure between anchors, centerline-to-centerline distance.scr = The least anchor spacing distance at which the allowable load capacity of an anchor is applicable without reductions.smin = The least anchor spacing at which the anchors have been tested for recognition.c = The measure between the anchor centerline and the free edge of the concrete member.ccr = The least edge distance at which the allowable load capacity of an anchor is applicable without reductions.cmin = The least edge distance at which the anchors are tested for recognition.fA, fRV, fRN = Load reduction factors applied to the allowable bond or concrete working loads when:
smin # s # scr or cmin # c # ccr
Linear interpolation of allowable loads may be used for spacings between scr and smin and edge distances between ccr and cmin, as well asintermediate embedment depths.
1For an anchor affected by multiple anchor spacings and/or edge distances, the allowable adjusted load is the product of the following factors:
F = fA1 × fA2ÿÿÿfAn × fR1 × fR2 ÿÿÿfRn
TABLE 7—ALLOWABLE TENSION AND SHEAR LOADS BASED ON BOND OR CONCRETEFOR THREADED RODS CONNECTING SILL PLATE AND OTHER ATTACHMENTS TO NORMAL-WEIGHT CONCRETE AT
13/4 INCHES EDGE DISTANCE USING HILTI HIT RE 500 ADHESIVE (pounds)1,2,3,4,5,6,7,8,9
ANCHOR DIAMETER(inch)
EMBEDMENTDEPTH(inches)
EDGE DISTANCE(inches)
TENSION SHEAR
Load AppliedPerpendicular to
Edge
Load AppliedParallel to Edge
1/2
41/2 13/4
1,990645 2,100
55/8 2,545
5/8
55/8 13/4
3,070 670 2,985
10 6,345 885 2,700
3/4
63/4 13/4
3,555875 3,400
93/8 5,305
7/8
77/8 13/4
5,015 875 3,400
15 8,085 875 3,400For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa.
1Loads in this table are for threaded rod complying with Section 3.2.2 installed in the concrete at the edge distance listed in this table. Noreductions for edge distance are required when anchors are installed with the edge distance specified in this table. Capacity of attached sill plateor other material to resist loads in this table shall be determined in accordance with the applicable code.2Edge distances are given in this table. No reductions in edge distance are permitted when anchors are installed with the 13/4-inch edge distancespecified in this table. Anchor spacing shall conform to the dimensions given in Table 6.3When anchors are used to resist short-term loads, allowable loads should be calculated in accordance with Section 4.1 of this report.4Allowable loads have been calculated using a safety factor of 4.0.5Concrete thickness shall be equal to or greater than 1.5 times the anchor embedment depth.6The tabulated values are for anchors installed in concrete complying with Section 3.4 having the designated compressive strength (fNc) or greaterat the time of installation.7Allowable loads shall be the lesser of tabulated loads and steel values shown in Table 4.8For intermediate embedments, use linear interpolation to determine allowable load.9See Table 4 for load capacities of threaded steel rods.
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TABLE 8—HILTI RECOMMENDED GEL TIME AND CURE TIMEFOR HILTI HIT RE 500 ADHESIVE1,2
MINIMUM BASE-MATERIALTEMPERATURE
GEL TIME1,2 CURE TIME1,2
23/F (-5/C) 4 hours 72 hours
32/F (0/C) 3 hours 50 hours
50/F (5/C) 2 hours 24 hours
70/F (20/C) 30 minutes 12 hours
85/F (30/C) 20 minutes 8 hours
104/C (40/C) 12 minutes 4 hours
For SI: t/C = (t/F - 32) ÷ 1.8.
1Section 4.2.1 describes permitted operations relative to these time periods.2As measured from the time of anchor installation.
TABLE 9—LOAD COMBINATION ADJUSTMENT FACTORS
STEEL TYPE LOAD COMBINATIONS
Basic Load Combination(Minimum)
Alternative Load Combination (Maximum)
Standard HAS 0.75 1.33
Super HAS 1.07 0.94
Stainless 0.88 1.14
Grade 60 Rebar 0.75 1.33
For SI: t/C = (t/F - 32) ÷ 1.8.
FIGURE 1—INFLUENCE OF TEMPERATURE ON ALLOWABLE TENSION AND SHEAR LOADS FOR HILTI HIT RE 500 ADHESIVE
®
MSDS No.: 318 Revision No.: 000 Revision Date: 04/12/07 Page: 1 of 2
HILTI ® is a registered trademark of Hilti Corp.
MATERIAL SAFETY DATA SHEET
Product name: HIT–RE 500 SD Description: High strength epoxy adhesive for anchoring in concrete and rebar doweling. Part A is the large
tube; Part B is the small tube.
Supplier: Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121
Emergency # (Chem-Trec.): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries)
INGREDIENTS AND EXPOSURE LIMITS
Ingredients: CAS Number: TLV: PEL: STEL:
Part A: Bisphenol A epoxy resin 25068-38-6 NE NE NE Bisphenol F epoxy resin 28064-14-4 NE NE NE Quartz sand 14808-60-7 0.025 mg/m3 (R) 10 mg/m3
% SiO2 + 2 NE
Alkylglycidyl ether 19136100-5012 * NE NE NE Diglycidyl ether 19136100-5013 * NE NE NE Siloxanes & silicones 67762-90-7 NE NE NE
Part B: m-xylene diamine 01477-55-0 C: 0.1 / S C: 0.1 / S NE Aliphatic polyamine 19136100-5014 * NE NE NE
Quartz sand 14808-60-7 0.025 mg/m3 (R) 10 mg/m3
% SiO2 + 2 NE
Aluminum oxide 01344-28-1 10 mg/m3 15 mg/m3 (T) NE Cement 65997-16-2 NE NE NE
Siloxanes & silicones 67762-90-7 NE NE NE Abbreviations: * = indicates New Jersey Trade Secret Registry Number. C = Ceiling. NE = None Established. R =dust “respirable” fraction. S = Skin exposure, including the mucous membranes, eyes, and skin. T = “total” dust. TLV = ACGIH Threshold Limit Values. PEL = OSHA Permissible Exposure Limits. STEL = ACGIH/OSHA Short Term Exposure Limit
PHYSICAL DATA
Appearance and Odor: A: Gray; B: red / paste. Amine-like odor.
VOC Content: 0.0 g/l
Boiling Point: Approx. 212° F Vapor Pressure: Not determined.
Vapor Density: (air = 1) Not determined. Odor Threshold: Not determined
Evaporation Rate: Not applicable. Solubility in Water: Insoluble . Specific Gravity: 1.5 pH: 11 (Part B with 1:1 water)
FIRE AND EXPLOSION HAZARD DATA
Flash Point: > 200° F Flammable Limits: Not applicable.
Extinguishing Media: CO2, Dry Chemical, Foam, Water Spray.
Special Fire Fighting Procedures:
A self-contained breathing apparatus should be worn when fighting fires involving chemicals.
Unusual Fire and Explosion Hazards:
None known. Thermal decomposition products can be formed including COX, NOX, water and carbon.
REACTIVITY DATA
Stability: Stable. Hazardous Polymerization: Will not occur.
Incompatibility: Strong acids and oxidizing agents.
Decomposition Products: Thermal decomposition can yield COX, NOX, water and carbon.
Conditions to Avoid: Avoid temperature extremes that could shorten the shelf-life of this product. (See handling and storage requirements for recommended storage temperatures).
HEALTH HAZARD DATA
Known Hazards: Part A: Eye and skin irritation. Possible skin sensitizer. Part B: Corrosive
Signs and Symptoms of Exposure:
Part A: Can be irritating to the eyes and skin, Can cause skin sensitization with some individuals (itching, redness, swelling). Part B: Can cause eye and skin burns. Vapors can be irritating. If
MSDS 318, Page 2 of 2
swallowed, can cause burns.
Routes of Exposure: Contact. Inhalation.
Carcinogenicity: IARC classifies crystalline silica (quartz sand) as a Group I carcinogen based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant.
Medical Conditions Aggravated by Exposure:
Eye, skin, and respiratory conditions.
EMERGENCY AND FIRST AID PROCEDURES
Eyes: Flush immediately with water for at least 15 minutes. Contact a Physician if symptoms occur.
Skin: Wash immediately with soap and water. Launder contaminated clothing before reuse. Seek medical attention if any symptoms occur.
Inhalation: If symptoms occur, move to fresh air. Call a physician if symptoms persist.
Ingestion: Do not induce vomiting unless directed by a physician. Contact a Physician immediately.
Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
Ventilation: General (natural or mechanically induced fresh air movements).
Eye Protection: Safety glasses with side shields recommended.
Skin Protection: Impermeable (neoprene or rubber) gloves recommended.
Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH-approved respirator with organic vapor cartridges.
PRECAUTIONS FOR SAFE HANDLING AND USE
Handling and Storing Precautions:
For industrial use only. Keep away from children. Use with adequate ventilation. Avoid contact with the eyes or skin. Practice good hygiene; i.e. wash after using and before eating or smoking. Store in a cool dry area between 41° and 77° F (5 - 25° C). Keep from freezing.
Spill Procedures: Take up with an absorbent material and place in a container for proper disposal.
REGULATORY INFORMATION
Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200.
HMIS Codes: Health 3, Flammability 1, Reactivity 0, PPE B
DOT Shipping Name: Consumer commodity, ORM-D
IATA / ICAO Shipping Name: Amines, solid, corrosive, n.o.s. (M-xylenediamine), Class 8, UN3259, PG II
TSCA Inventory Status: Chemical components listed on TSCA inventory.
SARA Title III, Section 313: This product does not contain any toxic chemicals which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372).
EPA Waste Code(s): Not regulated by EPA as a hazardous waste
Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations.
CONTACTS
Customer Service: 1 800 879 8000 Technical Service: 1 800 879 8000
Health / Safety: 1 800 879 6000 Jerry Metcalf (x6704)
Emergency # (Chem-Trec): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries)
The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided.
Revision Date: 2/25/09
GREEN BUILDING MATERIALS CERTIFICATION FORM PROJECT NAME: __________________________ CONTRACTOR: ___________________________________________ SPEC SECTION(S): ______________________________________
CONTACT NAME: ___________________________________________ TEL. NO: ______________________________ SUBMITTAL NO: ______________________________________
NK = Not Known N/A = Not Applicable
NOTES / DEFINITIONS: 1. Post-Consumer Recycled Content: Portion of material or product derived from discarded consumer waste that has been recovered for use as a raw material [e.g., plastic bottles, newspaper] 2. Post-Industrial Recycled Content: Portion of material or product derived from recovered industrial and mfg. materials that are diverted from municipal solid waste for use in a different mfg.
process, prior to use by a consumer [e.g., fly-ash in concrete or synthetic gypsum board, both of which are by-products of coal-burning power plants]. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product do not qualify.
3. Manufactured: Final assembly of components into building product that is furnished and installed by trades [e.g., if the hardware comes from Dallas, TX, the lumber from Keene, NH, and the joist is assembled in Kent, WA; then the location of final assembly is Kent, WA]. www.gpsvisualizer.com/calculators can be used to calculate straight-line distance between project site / New York, NY and location of manufacture and raw material source. Note: location noted on material data sheets is often corporate location; need manufacturer to verify actual manufacture location.
4. Raw Materials: Virgin or recovered resources from which the product’s components are made [i.e., before processing or manufacturing]. 5. Rapidly Renewable: Materials and products made from raw materials that are harvested within a 10-year cycle [e.g., bamboo, cork, linoleum, fast-growing poplar, wheatboard, wool carpet]. 6. FSC Certified: Wood-based products that are certified by the Forest Stewardship Council and carry a Chain-of-Custody certificate number from the vendor or manufacturer. 7. VOC Content: The quantity of volatile organic compounds contained in products such as adhesives, sealants and architectural coatings. VOC content is to be reported in grams/liter or lbs/gallon,
less water and any exempt compounds/solvents.
Contains Recycled Content?
For wood products [Y/N]
Product Vendor or Manufacturer Total
Installed COST
Material COST
[excluding labor
+ equip.] % post con-
sumer 1
% post indus- trial 2
Manufacture Location 3
[City, State]
Raw Materials Origin 4
[City, State]
Contains Rapidly Renew- ables? 5 [note %]
FSC Certi- fied? 6
No added urea-
formalde-hyde?
VOC Content 7
[adhesives, sealants, paints,
coatings]
1. HIT HY-20 NK NK Germany NK No N/A N/A 37.1 g/l 2. HIT HY-150 NK NK Germany NK No N/A N/A 35.7 g/l 3. HIT HY-150 MAX NK NK Germany NK No N/A N/A 39.6 g/l 4. HIT-ICE NK NK Germany NK No N/A N/A 4.4 g/l 5. HIT-RE 500 NK NK Germany NK No N/A N/A 0.0 g/l 6. HIT –RE 500 SD NK NK Germany NK No N/A N/A 0.0 g/l 7. HVU NK NK Germany NK No N/A N/A 78.5.g/l 8. HFX NK NK Germany NK No N/A N/A 69.0 g/l 9. 10.
CONTRACTOR CERTIFICATION: I, ________________________________________ a duly authorized representative of______________________________________________ hereby certify that the information contained herein accurately represents the listed “green building” characteristics of the materials to be provided by our company as components of the building construction. Furthermore, I understand that any change in such “green building” material characteristics during the purchasing and/or installation period will require prior written approval from the Construction Manager and Owner.
SIGNATURE OF AUTHORIZED REPRESENTATIVE: _____________________________________________ DATE: ______________________ VOC Requirements for Building Products 2/25/09 LEED1 EPA2 SCAQMD3 BAAQMD4 Green Seal5
Adhesive & Sealant
250 g/l SCAQMD RULE 1168
Not specified
250 g/l RULE 1168
250 g/l RULE 51
Not specified
Paints 150 g/l - non flat 50 g/l - flat
380 g/l -non flat 250 g/l - flat
50 g/ -non flat 50 g/l – flat
RULE 1113
150 g/ -non flat 100 g/l - flat
100 g/ -non flat 50 g/l - flat
Fire Retardant / Resistive Coatings
Not specified
450 g/l (opaque)
350 g/l (pigmented)
RULE 1113
350 g/l RULE 3
Not specified
1 LEED – Leadership in Energy & Environmental Design – Green Building Rating System for New Construction & Major Renovations (LEED-NC) Version 2.1 2 EPA 40CFR Part 59 National Volatile Organic Compound Emission Standards for Architectural Coatings 3 South Coast Air Quality Management District – State EPA / Southern California 4 Bay Area Air Quality Management District – State EPA / San Francisco Area 5 Green Seal - Green Seal is an independent, non-profit organization that strives to achieve a healthier and cleaner environment by identifying and promoting products and services that cause less toxic pollution and waste, conserve resources and habitats, and minimize global warming and ozone depletion. Based in Washington, D.C.