FASTENING SYSTEMS
ICC Report Number ESR-2777 Cracked and Uncracked Applications
PRODUCT CATALOG
ANCHOR SELECTION GUIDE BASE MATERIAL
Concrete CCAT Cracked Concrete Ankr-Tite
22 fl. oz. PART # ECT22 For use with EHT hand tool and ENZ38 or ENZ12 nozzles. Manufactured and distributed by ANKR-TITE® Fastening Systems 2415 E. 13th Place Tulsa, OK 74104-4499 1-800-343-1264
Hollow Concrete Block
Solid Brick
Hollow Brick
Solvent-free, Non-shrink, Two-part Structural Epoxy EPOXY FASTENING SYSTEM
™
Center Pin Drive Expansion Shields Drive Nails Concrete Screws Lead Expansion Anchors Lag Screw Shields Machine Screw Anchors Toggle Bolts Drywall Augers Hollow Wall Anchors Plastic Toggles Plastic Plugs Plastic Conical Anchors
• • • • • • • • • •
Page No.
ICC-ESR 2777 IBC 2006, IRC 2006 Miami/Dade NOA # 09-0319-05 COLA RR-24939
2-5 14-15
Miami/Dade County
6-10
Various DOT’s
29-30 19
• • •
• • •
• • •
• • •
■
■
■
■
• • • •
• • • •
■
• •
• •
•
•
34-38
Various DOT’s
31-33
Various DOT’s
41-42
Various DOT’s
39-40
UL
20 16
• •
■
22
■
21
• •
• •
• •
■
24
■
24
■
25
23
• •
26
Base Material
Gypsum Drywall
ICC ES-3122 Various DOT’s; Dade County
• •
• Plywood and
17-18
• • •
25
• • •
• • •
® From time-to-time, ANKR-TITE products are purchased from reputable alternative sources. Physical ® characteristics and holding values are similar, but may not be exact. ANKR-TITE® recommends that specifiers and users of the products exercise good engineering judgement in applying these values. Always use at least a 4:1 safety factor when determining design anchor capacity.
1 - WEJ-IT FASTENING SYSTEMS
Approvals
Stone
•
Original wej-it Original Ankr-Tite Original Power-Sert PowerDrop Sleeve Anchor Inject-Tite Epoxy Original AWF Chemical Capsules Hammer Capsules Original Drop-Ins
Grout-filled Concrete Block
www.wejit.com
• • • •
27 26
•Suitable
■
28
■
28
■ May be suitable depending upon application
800-343-1264
Cracked Concrete Anchors
®
KEY FEATURES/BENEFITS ■ Proprietary design meets the strict acceptance criteria in the 2003 and 2006 International Building Code for post-installed anchoring applications ■ Category 1 design criteria ICC Report Number ESR-2777 ■ Superior performance design works in cracked concrete for both seismic and wind load conditions ■ Corrosion resistant stainless steel clip increases service life ■ 4-Line marking around the length identification stamp allows for post-installation inspection of anchor for both length and code adherence ■ 360° Segment contact equalizes the load distribution, providing greater load carrying capacity and a more forgiving design ■ New contour design for ease of installation. ■ The safe and reliable expansion mechanism of the anchor works in both normal and extreme load conditions ■ Dog point section prevents damage during installation ■ Through hole installation: The anchor can be passed through a pre-punched hole for ease of installation ■ Unique safety shoulder supports the clip when the anchor is under strain
SPECIFICATIONS & APPROVALS
ANKR-TITE CCAT WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE Compliance with the following codes: ICC Report Number ESR-2777 2006 INTERNATIONAL BUILDING CODE® (2006 IBC) 2006 INTERNATIONAL RESIDENTIAL CODE® (2006 IRC) 2003 INTERNATIONAL BUILDING CODE® (2003 IBC) 2003 INTERNATIONAL RESIDENTIAL CODE® (2003 IRC) 2000 INTERNATIONAL BUILDING CODE® (2000 IBC) 2000 INTERNATIONAL RESIDENTIAL CODE® (2000 IRC) 1999 STANDARD BUILDING CODE© (SBC) 1997 UNIFORM BUILDING CODE™ (UBC) 2007 FLORIDA BUILDING CODE (BC & RC) MIAMI/DADE NOA# 09-0319.05 COLA RR 24939 T YPE Anchor Body Anchor Clip Washer Nut Zinc Plated Federal Specifications
*Drill Bits on Page 11-13
C1035 AISI Type 316 ASTM F844 ASTM A563 Grade A ASTM B-633 With clear cromate added. QQZ-325, Type II, Class 3
ANKR-TITE CCAT WEDGE ANCHOR INSTALLATION INFORMATION1 Characteristic
Symbol
Units
Nominal Anchor Diameter (inch) 1/2
Outside Diameter Drill Bit Diameter Installation Torque Minimum Nominal Embedment Depth Effective Embedment Depth Critical Edge Distance Minimum Edge Distance Minimum Spacing Minimum Concrete Thickness Specified Yield Strength of Anchor Steel Specified Tensile Strength of Anchor Steel Effective Tensile and Shear Stress Area
INSTALLATION INFORMATION d0 in. 1/2 d in. 1/2 Tinst ft-lbf 75 hnom in. 3 1/4 5 1/2 hef in. 2 3/4 5 cac in. 4 1/8 7 1/2 cmin in. 5 1/2 smin in. 8 1/4 hmin in. 6 10 ANCHOR DATA fya psi 88,000 futa psi 110,000 Ase in2 0.116
5/8
3/4
5/8 5/8 125
3/4 3/4 225
4 3 3/8 5
6 3/8 5 3/4 8 5/8
4 1/2 3 3/4 7 1/2
5 9 1/4 6 3/4
5 5/8 5 5/8 11 1/2
83,000 104,000 0.144
7 3/4 7 10 1/2
7 1/2
14 73,000 91,000 0.219
NOTES:
■ For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m, 1 psi = 6.89 Pa, 1 in2 = 645 mm2, 1 lb/in = 0.175 N/mm. 1The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 2
ANKR-TITE CCAT WEDGE ANCHOR CHARACTERISTIC TENSION STRENGTH DESIGN VALUES1,2,3 Characteristic
Symbol
Units 1/2
Nominal Anchor Diameter (inch) 5/8
3/4
Anchor Category Effective Embedment Depth
1, 2 or 3 — 1 1 1 hef in. 2 3/4 5 3 3/8 5 3/4 3 3/4 7 Steel Strength in Tension (ACI 318 Section D.5.1)4 Tension Resistance of Steel Nsa lbf 12,760 14,980 19,930 Strength Reduction Factor–Steel Failure φ — 0.65 sa Concrete Breakout Strength in Tension (ACI 318 Section D.5.2) Effectiveness Factor–Uncracked Concrete kuncr — 24 Effectiveness Factor–Cracked Concrete kcr — 17 Ratio of kuncr/kcr ψ — 1.41 c,N Strength Reduction Factor–Concrete Breakout Failure φ — 0.65 pcb Pull-Out Strength in Tension (ACI 318 Section D.5.3) Pull-Out Resistance Uncracked Concrete Npn,cr lbf 4,737 5,115 7,082 12,734 N/A5 16,607 (f’c= 2,500 psi) Pull-Out Resistance Cracked Concrete Npn,uncr lbf 2,616 3,584 5,144 6,645 N/A5 11,849 (f’c= 2,500 psi) Strength Reduction Factor–Pullout Failure φ — 0.65 p Tension Strength for Seismic Applications (ACI 318 Section D.3.3.3) Tension Resistance of Single Anchor for Seismic Loads Npn,eq lbf 2,616 3,584 5,144 6,645 N/A5 11,849 (f’c = 2,500 psi) Strength Reduction Factor–Pullout Failure φ — 0.65 eq β Axial Stiffness in Service Load range lb/in 36,694 66,733 94,794 ■ For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 1The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 Section D.3.3 must apply. 2 Installation must comply with published instructions and details. 3 All values of ø apply to the load combinations of IBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or ACI 318 Appendix C are used, the appropriate value of ø must be determined in accordance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appendix D requirements for Condition A, the appropriate ø factor must be determined in accordance with ACI 318 D.4.4. 4 The ANKR-Tite anchor is considered a brittle steel element as defined by ACI 318 D.1. 5 Pullout strength will not control design of indicated anchors.
ANKR-TITE CCAT WEDGE ANCHOR CHARACTERISTIC SHEAR STRENGTH DESIGN VALUES1,2,3 Characteristic
Symbol
Units 1/2
Anchor Category Effective Embedment Depth le do
Nominal Anchor Diameter (inch) 5/8
1, 2 or 3 — 1 1 hef in. 2 3/4 5 3 3/8 In. 2 3/4 5 3 3/8 In. 1/2 1/2 5/8 Steel Strength in Shear (ACI 318 Section D.6.1)4 Shear Resistance of Steel Vsa lbf 7,956 8,986 Strength Reduction Factor–Steel Failure φ — 0.60 sa Concrete Breakout Strength in Shear (ACI 318 Section D.6.2) — 24 Effectiveness Factor–Uncracked Concrete kuncr — 17 Effectiveness Factor–Cracked Concrete kcr ψ — 1.41 Ratio of kuncr/kcr c,N — 0.70 Strength Reduction Factor–Concrete Breakout Failure φ cb Shear Resistance Vpn,cr lbf 5,804 7,257 7,217 Shear Resistance Uncracked Concrete (f’c = 2,500 psi) Shear Resistance Cracked Concrete (f’c = 2,500 psi) Vpn,uncr lbf 3,599 7,195 7,217 — 0.70 Strength Reduction Factor–Pullout Failure φ p Shear Strength for Seismic Applications (ACI 318 Section D.3.3.3) Shear Resistance of Single Anchor for Seismic Loads N lbf 3,239 6,476 5,055 pn,eq (f’c = 2,500 psi) — 0.70 Strength Reduction Factor–Pullout Failure φ eq
3/4
1 5 3/4 5 3/4 5/8
3 3/4 3 3/4 3/4
7 7 3/4 11,957
8,986 8,986
8,683 8,683
11,957 11,957
8,154
8,504
11,957
■ For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N.
1The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D; for anchors resisting seismic load
combinations the additional requirements of ACI 318 Section D.3.3 must apply.
2 Installation must comply with published instructions and details. 3 All values of ø apply to the load combinations of IBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC
Section 1902.2 or ACI 318 Appendix C are used, the appropriate value of ø must be determined in accordance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appendix D requirements for Condition A, the appropriate ø factor must be determined in accordance with ACI 318 D.4.4. 4 The CCAT anchor is considered a brittle steel element as defined by ACI 318 D.1.
3 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
ALLOWABLE STRESS DESIGN Anchor Install Drill Bit Size Embedment Torque Size (in) (in) (ft-lb) (in) 3/8 2 20 3/8 3/8 4 1/4 20 3/8 1/2 3 1/4 75 1/2 1/2 5 1/2 75 1/2 5/8 4 125 5/8 5/8 6 3/8 125 5/8 3/4 4 1/2 225 3/4 3/4 7 3/4 225 3/4
Allowable Loads lbs. 1,2 Minimum Concrete Strength, psi 2500 6500 Tension Shear Tension Shear 905 920 1450 1005 1005 920 1702 1005 1440 1930 2550 1930 1710 2160 3550 2160 2180 3120 4170 3120 3810 3230 4510 3230 2530 3610 5450 3610 5350 5290 6680 5290
Minimum Distances (in) Edge Spacing Thickness 3 3/4 4 4 1/2 3 3/4 4 7 5 1/2 8 1/4 6 5 1/2 8 1/4 10 5 9 1/4 6 3/4 5 9 1/4 11 1/2 5 5/8 5 5/8 7 1/2 5 5/8 5 5/8 14
1Based 2For
on average ultimate loads divided by a factor of safety of 4 allowable stress design in uncracked concrete only
LENGTH INDENTIFICATION CODES Code A B C D E F G H I J K L M N O P Q R S T U V
Length of Anchor 1 1/2 < 2 2 < 2 1/2 2 1/2 < 3 3 < 3 1/2 3 1/2 < 4 4 < 4 1/2 4 1/2 < 5 5 < 5 1/2 5 1/2 < 6 6 < 6 1/2 6 1/2 < 7 7 < 7 1/2 7 1/2 < 8 8 < 8 1/2 8 1/2 < 9 9 < 9 1/2 9 1/2 < 10 10 < 11 11 < 12 12 < 13 13 < 14 14 < 15
INSTALLATION INSTRUCTIONS
1-2
800-343-1264
4
5
1. Drill the hole, whose diameter equals the anchor diameter perpendicular to the work surface. To assure full holding power, do not ream the hole or allow the drill to wobble.* 2. Drill the hole deeper than the intended embedment, but not closer than two diameters to the bottom (opposite) surface of the concrete. 3. A clean hole is necessary for proper performance. Clean the hole using a nylon brush and compressed air. 4. Assemble the nut and washer so that the top of the anchor extends above the nut slightly. Install the anchor through the material to be fastened. 5. Installing the “ANKR-TITE® Series” of anchors with a torque wrench is recommended for optimum perfornance. Refer to torque recommendations.
CCAT TORQUE VALUES Anchor Diameter (in.) 3/8 1/2 5/8 3/4 1
3
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
Recommended Setting Torque (ft. lb.) 20 75 125 225 290
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 4
CCAT ORDER INFORMATION Zinc Plated Catalog Number CCAT3830 CCAT3833 CCAT3850 CCAT1223 CCAT1233 CCAT1241 CCAT1252 CCAT1270 CCAT1282 CCAT1210 CCAT5832 CCAT5841 CCAT5850 CCAT5860 CCAT5870 CCAT5882 CCAT5810 CCAT3443 CCAT3452 CCAT3461 CCAT3470 CCAT3482 CCAT3410 CCAT3412 CCAT1060 CCAT1090 CCAT1012
Anchor Diameter & Length 3/8 x 3 3/8 X 3 3/4 3/8 X 5 1/2 X 2 3/4 1/2 X 3 3/4 1/2 X 4 1/4 1/2 X 5 1/2 1/2 X 7 1/2 X 8 1/2 1/2 X 10 5/8 X 3 1/2 5/8 X 4 1/4 5/8 X 5 5/8 X 6 5/8 X 7 5/8 X 8 1/2 5/8 X 10 3/4 X 4 3/4 3/4 X 5 1/2 3/4 X 6 1/4 3/4 X 7 3/4 X 8 1/2 3/4 X 10 3/4 X 12 1X6 1X9 1 X12
SIDE BY SIDE
Category Yield Strength Ultimate Strength Tensile Stress Area Pull out/Pull thru Resistance UNCRACKED Pull out/Pull thru Resistance CRACKED Min Edge Min Spacing Critical Edge Min. Concrete Thickness
5 - WEJ-IT FASTENING SYSTEMS
Thread Length 1 3/4” 2 1/2” 3 1/4” 1 1/8” 2 1/8” 2 5/8” 3 3/4” 4 1/2” 5” 5” 1 1/2” 2 3/8” 3 1/8” 4 4 1/2” 5” 5” 2 1/2” 3 1/4” 3 3/4” 4 3/4” 5” 5” 5” 3” 5” 5”
Quantity Box/Carton 50/400 50/400 50/400 25/200 25/200 25/200 25/150 25/150 10/40 10/40 10/80 10/80 10/80 10/80 10/80 10/40 10/40 10/80 10/60 10/60 10/60 10/40 10/40 5/20 5/30 5/20 5/20
ICC TEST DATA, 3/4” Similar data available for 1/2” & 5/8”
Competitor Effective Embedment
Maximum Thickness Fastened Material 0.525 1.275 2.525 0.125 0.375 0.875 2.125 3.625 5.125 6.625 0.245 0.245 0.87 1.87 2.87 4.37 5.87 0.55 1 2.05 2.8 4.3 5 4/5 7.8 0.75 3.75 6.75
A
4 1/8”
B
7 1/2”
Wej-it CCAT “Ultimate Stud”
C
3 3/4”
4 3/4”
4 1/2”
5 3/4”
3 3/4”
7”
2 2 108,000 108,000 125,000 125,000 0.273
1 84,800 106,000 0.273
1 84,800 106,000 0.237
1 70,000 90,000 0.237
1 70,000 90,000 0.237
1 111,500 121,900 0.237
1 111,500 121,900 0.219
N/A
12,115
8,280
10,680
5,665
8,720
9,561
16,607
N/A
9,850
N/A
N/A
N/A
7,795
9,369
12,153
6” 6 1/4” 13 1/2” 6 3/4”
6” 6 1/4” 10 1/8” 10 1/8”
4 3/4” 5” 10” 6”
4 1/8” 4” 9” 8”
5” 6” 12” 7”
4 1/2” 6” 12” 10”
5 5/8” 5 5/8” 7 1/2” 7 1/2”
5 5/8” 5 5/8” 10 1/2” 14”
www.wejit.com
800-343-1264
ANKR-TITE Wedge Anchors ®
KEY FEATURES/BENEFITS
SPECIFICATIONS, APPROVALS AND LISTINGS
■ Will fit through a 1/16” larger pre-
T YPE Body
punched hole. ■ Sets up fast. Needs less rotation to achieve required torque. ■ Unique “Safety Shoulder” feature. Supports clip when anchor is under strain, minimizes bolt-end collapse and/or clip slippage under ultimate loading conditions. ■ Enlarged dimples on clip. Reduces slip, more responsive in lighter concrete ■ 360˚ segment contact on clip. Equalizes load distribution providing greater load performance carrying capacity and “more forgiving” design.
Carbon Steel Stainless
UNS G 10350, AISI 1035, AISI 12L14 Type 304 SS or Type 316 SS Zinc Plating Carbon Steel ASTM B-633 TYPE III, SCI Hot Dipped ASTM A-153; B-454; B-695-82 And MIL-C-81562A with stainless clip AISI Type 304 Clip Carbon Steel ASTM A-108 Grade 1018 Stainless 304 SS or 316 SS Washer Carbon Steel ANSI/ASME B18.22.1 Stainless Zinc Coated 304 SS or 316 SS Nut Carbon Steel ANSI/ASZME B18.2.2 Stainless Steel Zinc Coated 304 SS or 316 SS State DOT Call Customer Service for specific information Approvals by state Federal Specifications QQZ-325Z, Type II, Class 3 FFS-325 Group II, Type 4, Class 1 Clear Chromate Added FFS-325 Group II, Type 4, Class 1 Miami/Dade NOA No. 08-0911-02 (add metro-Dade lo
MAXIMUM TENSILE CAPACITY FOR STATIC LOADS CARBON AND STAINLESS STEEL
ALLOWABLE TENSILE CAPACITY FOR STATIC LOADS CARBON AND STAINLESS STEEL
4000 psi Concrete 6000 psi Concrete Anchor & Hole Embedment Tension Shear Embedment Tension Shear Size (in) (lbs) (lbs) (in) (lbs) (lbs) 1/4 1 1/4 2000 2811 1 1/4 2042 2811 2 1/2 2600 2811 2 1/2 2826 2811 3/8 1 3/4 3850 3075 1 3/4 4790 3075 4 5/8 6020 4227 4 5/8 6635 4227 1/2 2 1/8 6324 6260 2 1/8 7540 6260 6 1/4 8249 7516 6 1/4 10713 7516 5/8 2 5/8 9527 9760 2 5/8 10597 9760 6 15893 11743 6 16705 11743 3/4 3 3/4 13130 15860 3 3/4 18979 15860 7 7/8 19795 23817 7 7/8 24145 23817 7/8 4 16591 24000 4 19945 24000 8 27484 25710 8 33113 25710 1 5 26676 32494 5 30683 32494 9 36171 36896 9 36171 36896 1 1/4 5 5/8 28733 46975 5 5/8 28733 46975 10 50390 46975 10 50390 46975
4000 psi Concrete 6000 psi Concrete Anchor & Hole Embedment Tension Shear Embedment Tension Shear Size (in) (lbs) (lbs) (in) (lbs) (lbs) 1/4 1 1/4 500 703 1 1/4 511 703 2 1/2 650 703 2 1/2 707 703 3/8 1 3/4 963 769 1 3/4 1198 769 4 5/8 1505 1057 4 5/8 1659 1057 1/2 2 1/8 1581 1565 2 1/8 1885 1565 6 1/4 2062 1879 6 1/4 2678 1879 5/8 2 5/8 2382 2440 2 5/8 2649 2440 6 3973 2936 6 4176 2936 3/4 3 3/4 3283 3965 3 3/4 4745 3965 7 7/8 4949 5920 7 7/8 6036 5954 7/8 4 4148 6000 4 4986 6000 8 6871 6428 8 8278 6428 1 5 6669 8124 5 7670 8124 9 9043 9224 9 9043 9224 1 1/4 5 5/8 7183 11744 5 5/8 7183 11744 10 12598 11744 10 12598 11744
NOTES: ■ ■ ■ ■
Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor. Tested to ASTM E-488 Test Standard. Sources (available upon request): 1) U.S. Testing Co., Tulsa, OK, Stork, Minneapolis, MN
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 6
EDGE DISTANCE
RECOMMENDED EDGE DISTANCE & SPACING Anchor Diameter 1/4 1/4 3/8 3/8 1/2 1/2 1/2 5/8 5/8 5/8 3/4 3/4 3/4 7/8 7/8 1 1
Edge Distance Requirements 2 1/4 2 1/8 3 1/8 3 1/2 3 3/4 4 3/8 4 1/2 4 1/2 5 1/2 4 1/2 5 1/2 6 1/2 6 6 3/4 6 1/2 7 7 7/8
Embedment Depth 1 1/4 2 7/8 1 3/4 4 5/8 2 1/8 2 1/2 6 1/4 2 5/8 3 1/4 6 3 1/4 3 3/4 7 7/8 3 7/8 8 5/8 4 10 1/2
Embedment (E) in Anchor Diameters E 6d (shallow) 6d E 8d (standard) 8d E (deep)
Edge Distance 1.75E 1.00E 0.75E
TORQUE VALUES Anchor Recommended Recommended W/O Inspection Diameter Setting Torque (ft lb) Setting Torque (ft lb) Turns (in) for Zinc & Galvanized Stainless Steel To Set 1/4 6-8 4-7 3-5 3/8 20-25 20-25 3-5 1/2 50-55 40-50 3-5 5/8 90-95 80-90 3-5 3/4 165-175 145-155 3-5 7/8 240-250 N/A 3-5 1 290-300 250-275 3-5
LOAD ADJUSTMENT FACTOR FOR ANCHOR SPACING SPACING TENSION FAN ANCHOR DIAMETER 1/4 Embedment Depth in. 1 1/4 2 1/2 1 1/8 1 1/4 0.65 0.70 1 1/2 0.75 0.75 1 3/4 0.78 0.79 2 0.86 0.84 SPACING 2 1/4 0.87 0.85 Inches 2 1/2 0.99 0.86 3 1.00 0.87 3 3/8 0.88 3 1/2 0.89 3 3/4 1.00 4 4 1/2 5
ANCHOR DIAMETER 5/8 Embedment Depth in. 2 3/4 3 2 1/4 0.65 2 1/2 0.77 2 3/4 0.95 3 1/2 0.93 SPACING 4 0.95 Inches 4 1/2 0.96 5 1/2 0.99 6 1.00 7 8
7 - WEJ-IT FASTENING SYSTEMS
6 0.75 0.76 0.78 0.80 0.83 0.86 0.93 0.96 1.00
ANCHOR DIAMETER 3/8 Embedment Depth in. 1 3/4 1 0.50 1 1/4 0.65 1 1/2 0.70 1 3/4 0.73 2 0.76 SPACING 2 1/2 0.77 Inches 3 1.00 3 0.80 3 1/2 0.90 3 3/4 1.00 4 4 1/2 4 5/8 5 6
ANCHOR DIAMETER 1/2 Embedment Depth in. 2 1/8 1 1 1/4 0.60 1 1/2 0.70 2 1/4 0.83 2 1/2 0.85 SPACING 3 0.90 Inches 3 3/8 0.93 3 3/4 0.99 4 1/4 1.00 4 3/4 5 6 7
4 5/8 0.7 0.75 0.79 0.80 0.83 0.87 0.85 0.90 0.93 0.95 0.98 1.00
ANCHOR DIAMETER 3/4 Embedment Depth in. 3 3/4 2 2 1/4 2 1/2 3 0.60 4 0.75 SPACING 5 0.80 Inches 5 3/4 0.87 6 1/4 0.90 7 1.00 8 9 10
www.wejit.com
6 1/4 0.70 0.75 0.78 0.79 0.80 0.87 0.90 0.93 0.96 0.98 0.99 1.00
7 7/8
0.75 0.80 0.83 0.85 0.90 0.96 0.98 1.00
800-343-1264
CONCRETE FILLED STEEL DECK ULTIMATE TENSION & SHEAR (FT. LBS.)
Anchor Dia. (in) 3/8 3/8 1/2 1/2 5/8 5/8 3/4 3/4
Install. Torque 20-25 50-55 90-95 110-120
LENGTH INDENTIFICATION CODES Code
Lower Flute of Steel Deck with Lightweight Concrete Fill* f’c = 3,000 PSI Embed. Tension Shear Depth (in) (lbs) (lbs) 1 3/4 2414 4054 3 3169 2 1/2 3458 5038 4 4274 3 1/4 4199 5884 5 5036 3 3/4 5136 8030 5 1/2 7711
F
3”
Shear force
Typ
wej-it ANKR-TITE Wedge Anchor
4 1/2”
W3 FORMLDK 20 gage galvanized
Tension force
Length of Anchor
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
1 1/2 2 2 1/2 3 3 1/2 4 4 1/2 5 5 1/2 6 6 1/2 7 7 1/2 8 8 1/2 9 9 1/2 10 11 12 13 14 15 16 17 18
< < < < < < < < < < < < < < < < < < < < < < < < < <
2 2 1/2 3 3 1/2 4 4 1/2 5 5 1/2 6 6 1/2 7 7 1/2 8 8 1/2 9 9 1/2 10 11 12 13 14 15 16 17 18 19
INSTALLATION INSTRUCTIONS
Typical Hole Location E=Embedment depth in inches (S1; 1 inch = 25.4 mm)
CONCRETE FILLED STEEL DECK 1-2
LENGTH SELECTION GUIDE (C) (B)
3
4
5
1. Drill the hole, whose diameter equals the anchor diameter perpendicular to the work surface. To assure full holding power, do not ream the hole or allow the drill to wobble.*
Nut thickness = bolt diameter Material thickness
2. Drill the hole deeper than the intended embedment, but not closer than two diameters to the bottom (opposite) surface of the concrete.
(D)
3. A clean hole is necessary for proper performance. Clean the hole using a nylon brush and compressed air. (A)
4. Assemble the nut and washer so that the top of the nut is flush with the top of the anchor. Drive the anchor through the material to be fastened so that the nut and washer are flush with the surface of the material.
Minimum embedment
Minimum Embedment + Material Thickness + Bolt Diameter = Total Anchor Length
(A) + (B) + (C) = (D)
5. Tighten the nut, or head, 3 to 5 turns past the hand tight position. Installing the “ANKR-TITE® Series” of anchors with a torque wrench is recommended for optimum perfornance. Refer to adjacent chart. * Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 8
ANKR-TITE CARBON & STAINLESS STEEL ALLOWABLE Tension Capacity for Static Loads - 4K & 6K psi Concrete Bolt psi
4-1 Safety Factor
Dia.
EMBEDMENT (in)
3/8
1 3/4 963 1198
1/2
2 1/8 2 1/2 2 3/4 1581 1625 1654 1885 1957 2005
3 1683 2053
5/8
2 5/8 2 3/4 3 2382 2441 2559 2649 2701 2819
3 1/4 3 1/2 3 3/4 2677 2794 2912 2932 3045 3158
3/4
3 3/4 3283 4745
4 4 1/4 4 1/2 4 3/4 3384 3485 3586 3687 4823 4901 4980 5058
5 3788 5136
7/8
4 4148 4986
4 1/4 4 1/2 4 3/4 4318 4488 4658 5192 5398 5603
5 4828 5809
5 1/4 5 1/2 5 3/4 6 4999 5169 5339 5510 6015 6221 6427 6633
6 1/4 6 1/2 6 3/4 5680 5850 6020 6838 7044 7250
7 6190 7455
1
5 6669 7671
5 1/4 5 1/2 5 3/4 6820 6921 7116 7757 7842 7929
6 7263 8014
6 1/4 6 1/2 6 3/4 7 7411 7559 7708 7856 8100 8185 8271 8357
7 1/4 7 1/2 7 3/4 8004 8153 8301 8443 8528 8614
8 8 1/4 8 1/2 8449 8598 8746 8700 8786 8871
4K 6K 4K 6K 4K 6K 4K 6K 4K 6K 4K 6K 1 1/4 4K
2 2 1/4 2 1/2 2 3/4 1010 1057 1104 1151 1238 1278 1318 1358
5 5/8 5 3/4 6 7183 7338 7647
3 1198 1398
3 1/4 3 1/2 3 3/4 1246 1289 1340 1438 1478 1518
3 1/4 3 1/2 3 3/4 1712 1742 1771 2101 2150 2198
6 1/4 6 1/2 6 3/4 7957 8266 8576
4 3030 3271
4 1/4 4 1/2 4 5/8 1434 1481 1505 1599 1639 1659
4 4 1/4 4 1/2 4 3/4 5 1800 1829 1858 1887 1917 2246 2294 2342 2390 2438 4 1/4 4 1/2 4 3/4 3148 3266 3384 3386 3498 3611
5 1/4 5 1/2 5 3/4 3889 3990 4091 5215 5293 5371
7 8885
4 1387 1559
6 4192 5449
5 1/4 5 1/2 5 3/4 1946 1975 2004 2486 2534 2582
6 2033 2630
6 1/4 2062 2678
5 5 1/4 5 1/2 5 3/4 6 3502 3620 3738 3855 3973 3724 3837 3950 4063 4176 6 1/4 6 1/2 6 3/4 7 7 1/4 7 1/2 7 3/4 7 7/8 4292 4393 4494 4595 4696 4797 4898 4949 5528 5606 5684 5762 5841 5919 5997 6036 7 1/4 7 1/2 7 3/4 6361 6531 6701 7661 7867 8073
8 6871 8278
8 3/4 9 8895 9043 8958 9043
7 1/4 7 1/2 7 3/4 8 8 1/4 8 1/2 8 3/4 9 9 1/4 9 1/2 9 3/4 10 9194 9504 9813 10123 10432 10741 11051 11360 11669 11979 12288 12598
ANKR-TITE CARBON & STAINLESS STEEL MAXIMUM Tension Capacity for Static Loads - 4K & 6K psi Concrete Bolt psi
Dia. 1 3/4 3850 4790
1/2
2 1/8 2 1/2 2 3/4 6324 6499 6616 7540 7828 8021
5/8
2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 1/2 4 3/4 5 5 1/4 5 1/2 5 3/4 6 9527 9763 10234 10,706 11177 11649 12121 12592 13064 13535 14007 14478 14950 15421 15893 10597 10803 11276 11728 12181 12633 13085 13538 13990 14,443 14895 15348 15800 16253 16705
3/4
3 3/4 4 4 1/4 4 1/2 4 3/4 5 5 1/4 5 1/2 5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/4 7 1/2 7 3/4 7 7/8 13130 13534 13938 14342 14746 15150 15554 15958 16362 16765 17169 17573 17977 18381 18785 19189 19593 19795 18979 19292 19605 19918 20231 20544 20858 21171 21484 21797 22110 22423 22736 23049 23362 23675 23988 24145
7/8
4 4 1/4 4 1/2 4 3/4 5 5 1/4 5 1/2 5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/4 7 1/2 7 3/4 8 16591 17272 17953 18633 19314 19995 20676 21357 22038 22718 23399 24080 24761 25442 26122 26803 27,484 19945 20768 21591 22414 23237 24060 24883 25706 26529 27352 28175 28998 29821 30644 31467 32290 33113
1
5 5 1/4 5 1/2 5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/4 7 1/2 7 3/4 8 8 1/4 8 1/2 8 3/4 9 26676 27279 27863 28465 29050 29643 30237 30,830 31424 32017 32610 33204 33797 34391 34984 35578 36171 30683 31026 31369 31712 32055 32398 32741 33084 33427 33770 34113 34456 34799 35142 35485 35828 36171
4K 6K 4K 6K 4K 6K 4K 6K 4K 6K 4K 6K 1 1/4 4K
EMBEDMENT (in)
3/8
2 2 1/4 2 1/2 2 3/4 4039 4227 4416 4605 4950 5111 5271 5432 3 6732 8213
3 4793 5592
3 1/4 3 1/2 3 3/4 4982 5157 5360 5753 5913 6073
3 1/4 3 1/2 3 3/4 6849 6966 7082 8405 8598 8790
4 5548 6234
4 1/4 4 1/2 4 5/8 5737 5926 6020 6394 6555 6635
4 4 1/4 4 1/2 4 3/4 5 7199 7316 7532 7549 7666 8982 9175 9367 9559 9751
5 1/4 5 1/2 5 3/4 6 6 1/4 7782 7899 8016 8132 8249 9944 10136 10328 10521 10713
5 5/8 5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/4 7 1/2 7 3/4 8 8 1/4 8 1/2 8 3/4 9 9 1/4 9 1/2 9 3/4 10 28733 29352 30589 31827 33064 34302 35539 36777 38015 39252 40,490 41727 42965 44202 45440 46677 47915 49152 50390
9 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
ORDER INFORMATION
Call for Pallet Pricing
Catalog Number
Anchor Minimum Thread Carbon Steel Stainless Steel Diameter Embedment Length Quantity Zinc Plated Galvanized Type 304 Type 316 & Length (in) (in) (in) Box/Carton AT1413 ATG1413* ATS1413 1/4 x 1 3/4 1 1/4 3/4 100/800 ZAT1413 ZATG1413 ZATS1413 20/400 AT1421 ATG1421* ATS1421 ATSS1421 1/4 x 2 1/4 1 1/4 1 1/4 100/800 ZAT1421 ZATG1421 ZATS1421 ZATSS1421 20/400 AT1431 ATG1431* ATS1431 ATSS1431 1/4 x 3 1/4 1 1/4 2 1/4 100/800 ZAT1431 ZATG1431 ZATS1431 ZATSS1431 20/400 AT3821 ATG3821 ATS3821 ATSS3821 3/8 x 2 1/4 1 3/4 1 50/400 ZAT3821 ZATG3821 ZATS3821 ZATSS3821 20/400 AT3823 ATG3823 ATS3823 ATSS3823 3/8 x 2 3/4 1 3/4 1 1/2 50/400 ZAT3823 ZATG3823 ZATS3823 ZATSS3823 20/400 AT3830 ATG3830 ATS3830 ATSS3830 3/8 x 3 1 3/4 1 3/4 50/400 ZAT3830 ZATG3830 ZATS3830 ZATSS3830 20/400 AT3833 ATG3833 ATS3833 ATSS3833 3/8 x 3 3/4 1 3/4 2 1/2 50/400 ZAT3833 ZATG3833 ZATS3833 ZATSS3833 20/400 AT3850 ATG3850 ATS3850 ATSS3850 3/8 X 5 1 3/4 3 1/4 50/400 ZAT3850 ZATG3850 ZATS3850 ZATSS3850 20/200 AT3870 ATG3870 ATS3870 ATSS3870 3/8 x 7 1 3/4 4 1/2 50/300 AT1223 ATG1223 ATS1223 ATSS1223 1/2 x 2 3/4 2 1/8 1 1/8 25/200 ZAT1223 ZATG1223 ZATS1223 ZATSS1223 10/100 AT1233 ATG1233 ATS1233 ATSS1233 1/2 x 3 3/4 2 1/8 2 1/8 25/200 ZAT1233 ZATG1233 ZATS1233 ZATSS1233 10/200 AT1241 ATG1241 ATS1241 ATSS1241 1/2 x 4 1/4 2 1/8 2 5/8 25/200 ZAT1241 ZATG1241 ZATS1241 ZATSS1241 10/200 AT1242 1/2 x 4 1/2 2 1/8 2 5/8 25/200 ZAT1242 10/200 AT1252 ATG1252 ATS1252 ATSS1252 1/2 x 5 1/2 2 1/8 3 3/4 25/150 ZAT1252 ZATG1252 ZATS1252 ZATSS1252 10/100 AT1270 ATG1270 ATS1270 ATSS1270 1/2 x 7 2 1/8 4 1/2 25/150 ZAT1270 ZATG1270 ZATS1270 ZATSS1270 5/50 AT1282 ATG1282 1/2 x 8 1/2 2 1/8 5 10/40 AT1210 ATG1210 1/2 x 10 2 1/8 5 10/40 AT5832 ATG5832 ATS5832 ATSS5832 5/8 x 3 1/2 2 5/8 1 1/2 10/80 ZAT5832 ZATG5832 ZATS5832 ZATSS5832 5/50 AT5841 ATG5841 ATS5841 ATSS5841 5/8 x 4 1/4 2 5/8 2 3/8 10/80 ZAT5841 ZATG5841 ZATS5841 ZATSS5841 5/50 AT5850 ATG5850 ATS5850 ATSS5850 5/8 x 5 2 5/8 3 1/8 10/80 ZAT5850 ZATG5850 ZATS5850 ZATSS5850 5/50 AT5860 ATG5860 ATS5860 ATSS5860 5/8 x 6 2 5/8 4 10/80 ZAT5860 ZATG5860 ZATS5860 ZATSS5860 5/50 AT5870 ATG5870 ATS5870 ATSS5870 5/8 x 7 2 5/8 4 1/2 10/80 ZAT5870 ZATG5870 ZATS5870 ZATSS5870 5/50 AT5882 ATG5882 ATS5882 ATSS5882 5/8 x 8 1/2 2 5/8 5 10/40 ZAT5882 ZATG5882 ZATS5882 ZATSS5882 5/50 AT5810 ATG5810 ATS5810 5/8 x 10 2 5/8 5 10/40 AT5812 ATG5812 5/8 x 12 10/40 AT3441 ATG3441 ATS3441 3/4 x 4 1/4 3 1/4 2 10/80 ZAT3441 ZATG3441 ZATS3441 5/50 AT3443 ATG3443 ATS3443 ATSS3443 3/4 x 4 3/4 3 1/4 2 1/2 10/80 ZAT3443 ZATG3443 ZATS3443 ZATSS3443 5/50 AT3452 ATG3452 ATS3452 ATSS3452 3/4 x 5 1/2 3 1/4 3 1/4 10/60 ZAT3452 ZATG3452 ZATS3452 ZATSS3452 5/50 AT3461 ATG3461 ATS3461 ATSS3461 3/4 x 6 1/4 3 1/4 3 3/4 10/60 ZAT3461 ZATG3461 ZATS3461 ZATSS3461 5/50 AT3470 ATG3470 ATS3470 ATSS3470 3/4 x 7 3 1/4 4 3/4 10/60 ZAT3470 ZATG3470 ZATS3470 ZATSS3470 5/50 AT3482 ATG3482 ATS3482 ATSS3482 3/4 x 8 1/2 3 1/4 5 10/40 ZAT3482 ZATG3482 ZATS3482 ZATSS3482 5/50 AT3410 ATG3410 ATS3410 3/4 x 10 3 1/4 5 10/40 AT3412 ATG3412* ATS3412 3/4 x 12 3 1/4 5 5/20 AT7860 ATG7860* 7/8 x 6 3 7/8 3 1/2 5/30 AT7880 ATG7880* 7/8 x 8 3 1/4 5 5/20 AT7810 ATG7810* 7/8 x 10 3 7/8 5 5/20 AT1060 ATG1060* ATS1060 1x6 4 3 5/30 AT1090 ATG1090* ATS1090 1x9 4 5 5/20 AT1012 ATG1012* ATS1012 1 x 12 4 5 5/20 ATG11490 1 1/4 x 9 6 1/4 5 4/16 ATG11412 1 1/4 x 12 6 1/4 5 4/16 *Contact Customer Service for box/carton quantities Wej-it Tie Wire WTW anchor is used for bracing and hanging acoustical ceiling tile, hanging electrical lights or other light weight applications. New
Catalog Number WTW1421
800-343-1264
Anchor Diameter & Length (in) 1/4 x 2 1/4
Minimum Embedment (in) 1 1/4
www.wejit.com
Eye Diameter 9/32
Quantity Cards Per Box/Carton 100/1000
WEJ-IT FASTENING SYSTEMS - 10
SDS Plus Drill Bits KEY FEATURES/BENEFITS ■ Has centering tip for exact hole placement and less bit walking. ■ Large relief cut in fluting below carbide reduces friction during dust removal. This reduces heat and increases bit life. ■ Box fluting for faster dust evacuation decreases vibration back into the tool and extends tool life while increases operator comfort during drilling.
STANDARD SDS CARBIDE TIPPED DRILL BITS
STANDARD SDS CARBIDE TIPPED DRILL BITS (CONT.)
Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SDS5324 SDS5326 SDS3164 SDS3166 SDS3168 SDS31612 SDS1440 SDS1460 SDS1480 SDS1411 SDS1420 SDS5166 SDS5168 SDS3860 SDS3880 SDS3812 SDS7166 SDS1260 SDS1210
SDS 5/32 x 4 SDS 5/32 x 6 SDS 3/16 x 4 SDS 3/16 x 6 SDS 3/16 x 8 SDS 3/16 x 12 SDS 1/4 x 4 SDS 1/4 x 6 SDS 1/4 x 8 SDS 1/4 x 11 SDS 1/4 x 20 SDS 5/16 x 6 SDS 5/16 x 8 SDS 3/8 x 6 SDS 3/8 x 8 SDS 3/8 x 12 SDS 7/16 x 6 SDS 1/2 x 6 SDS 1/2 x 10
4 6 4 6 8 12 4 6 8 11 20 6 8 6 8 12 6 6 10
2 4 2 4 6 10 2 4 6 9 18 4 6 4 6 10 4 4 8
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
SDS BULK BOX
Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SDS1212 SDS1218 SDS1224 SDS9166 SDS91612 SDS5860 SDS5880 SDS5812 SDS5818 SDS5824 SDS3480 SDS3412 SDS3418 SDS7880 SDS7812 SDS7818 SDS1012 SDS1018
SDS 1/2 x 12 SDS 1/2 x 18 SDS 1/2 x 24 SDS 9/16 x 6 SDS 9/16 x 12 SDS 5/8 x 6 SDS 5/8 x 8 SDS 5/8 x 12 SDS 5/8 x 18 SDS 5/8 x 24 SDS 3/4 x 8 SDS 3/4 x 12 SDS 3/4 x 18 SDS 7/8 x 8 SDS 7/8 x 12 SDS 7/8 x 18 SDS 1 x 12 SDS 1 x 18
12 18 24 6 12 6 8 12 18 24 8 12 18 8 12 18 12 18
10 16 22 4 10 4 6 10 16 22 6 10 16 6 10 16 10 16
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
New Quality Economy Bit
Catalog Number
Diameter Description
Over All Length
Usable Length
Each
6SDS3166E 6SDS1460E 6SDS5166E 6SDS3860E
SDS 3/16 x 6 SDS 1/4 x6 SDS 5/16 x 6 SDS 3/8 x 6
6 6 6 6
4 4 4 4
25 25 25 25
New
SDS HEX FOR TAP CON™ DRIVER Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SDSH5325 SDSH5327 SDSH3165 SDSH3167
SDS HEX 5/32 x 5 SDS HEX 5/32 x 7 SDSH 3/16 x 5 SDSH 3/16 x 7
5 7 5 7
2 4 2 4
1 1 1 1
11 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
TAPER BITS FOR TAP CON™ SCREWS Catalog Number
Diameter Description
Over All Length
Usable Length
PCS/Pk
TAP53232 TAP53242 TAP31642 TAP31652
Taper 5/32 x 3 1/2 Taper 5/32 x 4 1/2 Taper 3/16 x 4 1/2 Taper 3/16 x 5 1/2
3-1/2 4-1/2 4-1/2 5-1/2
2-1/4 2-1/2 2-1/2 3-3/4
1 1 1 1
SDS Plus Compatability Chart ROTARY HAMMER CROSS REFERENCE FOR SDS-PLUS AEG™
B&D™
BOSCH™
DEWALT™
HILTI™
HITACHI™
KANGO™
APH14
5009 5013
11207 11210
504-05K 514K
TE 1,2,5,6,7
DH15VEK
200,285,327
PH210
5014 5016
11211 11212
523K 540K
TE 10,10A,12
DH150
350, 422, 426
PHE16,19,20,24,26
5053 5054
11213 11214
556K 557K
TE 14,15,16,17
DH15DVBEK VA16
427, 430D
BH 22E,26LE,26LXE
5056 5057
11221 11222
562K 563K
TE 18,24,25
DH18VEK VRT22
PN 2200R, RX
005K-2
11224 11225
565-68K 570K
TE/GP22
DH20DV H30PV
PN 3000 R2 SUPER X2
11228 11234
DW999K 25101K
TE 7-A
DH22VE DH24PB2
PN 3000 SUPER XN2
11236 11239
25103K 25201K
TE 6-A
DH22VD DH24PC2
TE 2-A
DH24PB DH24PF
PN 3000 X2,3000 XN2
FEIN™
11250 11524
25203K 25303K
PN 3000,3500 X
642, 6372
7557501
25304K 25404K
MAKITA™
METABO™
MILWAUKEE™ PANASONIC™
RAMSET™
RYOBI™
SKIL™
HR160, 1821, 2000
6010, 6011, 6015
5302,03,11,12,16,20 EY6812,EY6813
425
ED160,211
642
HR2010,2400,2410
6018,6020,6021
5322,24,59,60,61,62
220,221
6372
HR2420,2431,2445
6024,6026,6028
5363,65,66,68,83
HR2450,2455,2511
BHE22,24,26,6015
PORTER CABLE™ REDHEAD™
HR3000C
KHE24,26,28,32
639 97765
DH24PC DH25PB DH24PE DH30PC
1740 555,715
UHE22,28
STANDARD SPLINE CARBIDE TIPPED DRILL BIT Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SPL3813 SPL3816 SPL1213 SPL1216 SPL1222 SPL91613 SPL5810 SPL5813 SPL5816 SPL5822 SPL3413 SPL3416 SPL3422 SPL7816 SPL7822 SPL1016 SPL1022 SPL11822 SPL11416 SPL13816
Spine 3/8 x 13 Spine 3/8 x 16 Spine 1/2 x 13 Spine 1/2 x 16 Spine 1/2 x 22 Spine 9/16 x 13 Spine 5/8 x 10 Spine 5/8 x 13 Spine 5/8 x 16 Spine 5/8 x 22 Spine 3/4 x 13 Spine 3/4 x 16 Spine 3/4 x 22 Spine 7/8 x 16 Spine 7/8 x 22 Spine 1 x 16 Spine 1 x 22 Spine 11/8 x 22 Spine 1 1/4 x 16 Spine 1 3/8 x 16
13 16 13 16 22 13 10 13 16 22 13 16 22 16 22 16 22 22 16 16
8 11 8 11 17 8 5 8 11 17 8 11 17 11 17 11 19 19 11 11
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 12
SDS MAX Six Cutter Carbide Drill Bit KEY FEATURES/BENEFITS ■ Six cutters help make the bit rebar resistant. ■ Large relief cut in fluting below carbide reduces friction during dust removal. This reduces heat and increases bit life. ■ Three Tungsten Carbide Inserts with Centering Point on middle insert to prevent walking during hole starting. ■ Large fluting for faster dust evacuation. This reduces vibration back into the tool increaseing operator comfort and extending tool life.
PREMIUM SDS MAX CARBIDE TIPPED DRILL BITS WITH SIX CUTTER HEAD Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SDSM1213 SDSM1221 SDSM91621 SDSM5813 SDSM5821 SDSM3413 SDSM3421 SDSM3436 SDSM7813 SDSM7821 SDSM1013 SDSM1021 SDSM1036 SDSM11821 SDSM11423 SDSM11223
SDS MAX 1/2 x 13 SDS MAX 1/2 x 21 SDS MAX 9/16 x 21 SDS MAX 5/8 x 13 SDS MAX 5/8 x 21 SDS MAX 3/4 x 13 SDS MAX 3/4 x 21 SDS MAX 3/4 x 36 SDS MAX 7/8 x 13 SDS MAX 7/8 x 21 SDS MAX 1 x 13 SDS MAX 1 x 21 SDS MAX 1 x 36 SDS MAX 1 1/8 x 21 SDS MAX 1 1/4 x 21 SDS MAX 1 1/2 x 21
13 21 21 13 21 13 21 36 13 21 13 21 36 21 21 21
8 16 16 8 16 8 16 30 8 16 8 16 30 16 16 16
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
HIGH QUALITY SDS MAX CARBIDE TIPPED DRILL BIT Catalog Number
Diameter Description
Over All Length
Usable Length
Each
SDSMHQ1213 SDSMHQ1221 SDSMHQ91621 SDSMHQ5813 SDSMHQ5821 SDSMHQ3413 SDSMHQ3421 SDSMHQ3436 SDSMHQ7813 SDSMHQ7821 SDSMHQ1013 SDSMHQ1021 SDSMHQ1036 SDSMHQ11821 SDSMHQ11423 SDSMHQ13823 SDSMHQ11223
SDS MAX 1/2 x 13 (2 cutter) SDS MAX 1/2 x 21 (2 cutter) SDS MAX 9/16 x 21 (2 cutter) SDS MAX 5/8 x 13 (4 cutter) SDS MAX 5/8 x 21 (4 cutter) SDS MAX 3/4 x 13 (4 cutter) SDS MAX 3/4 x 21 (4 cutter) SDS MAX 3/4 x 36 (4 cutter) SDS MAX 7/8 x 13 (4 cutter) SDS MAX 7/8x21 (4 cutter) SDS MAX 1 x 13 (4 cutter) SDS MAX 1 x 21 (4 cutter) SDS MAX 1 x 36 (4 cutter) SDS MAX 1 1/8 x 21 (4 cutter) SDS MAX 1 1/4 x 23 (4 cutter) SDS MAX 1 3/8 x 23 (4 cutter) SDS MAX 1 1/2 x 23 (4 cutter)
13 21 21 13 21 13 21 36 13 21 13 21 36 21 23 23 23
8 16 16 8 16 8 16 30 8 16 8 16 30 16 18 18 18
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
13 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
The Original
®
KEY FEATURES/BENEFITS
Wedge Anchors SPECIFICATIONS, APPROVALS AND LISTINGS
■ Time-Tested, Proven Reliability. An industry standard for over 50 years. ■ Fully Assembled and Ready to Use. Unparalleled job-site convenience. ■ BOLT SIZE IS HOLE SIZE.® Allows precision placement of equipment through pre-drilled holes. ■ Exclusive “Positive Wedge Connections.” Minimizes wedge loosening due to vibratory loads.
*Drill Bits on Page 11-13
T YPE Zinc Plating State DOT Approvals Federal Specifications
ASTM B-633, Type III, SCI Please call Customer Service for specific information by state. QQZ-325C, Type II, Class 3 (Clear Chromate added) FFS-325, Group II, Type 4, Class 1 Formerly ICC-ES Legacy Report #1821* The Original Wej-it™ anchor complies with the 1997 uniform Building Code (UBC) the 2000 International Building Code (IBC), and the 2000 International Residents Code, Data Test in accordance with the ICC-ES criteria for Expansion anchors in Concrete and Masonry Elements (ACOI) dated April 2002. Available upon Request.
MAXIMUM TENSILE AND SHEAR CAPACITY FOR STATIC LOADS LIMESTONE AGGREGATE Anchor Embed2000 psi & Hole ment Tension Shear Size (in) (lbs) (lbs) 1/4 1 1/8 1132 1211 1/4 1 3/4 1256 1211 5/16 1 1/4 1308 1210 5/16 2 1181 1210 3/8 1 1/4 994 1223 3/8 4 1728 1223 1/2 1 3/4 1542 3009 1/2 6 2695 3009 5/8 • • • 5/8 • • • 3/4 • • • 3/4 • • • 7/8 • • • 7/8 • • • 1 • • • 1 • • • Source 1
UNREINFORCED STONE AGGREGATE CONCRETE ZINC PLATED CARBON STEEL Embed3000 psi 5000 psi 7000 psi ment Tension Shear Tension Shear Tension Shear (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 1/8 1320 1751 1760 2316 2464 2494 1 1/2 1856 1751 2473 2316 3462 2494 1 1/4 2057 1839 2742 2530 3939 3439 1 3/4 2389 1839 3185 2530 4459 3439 1 1/2 2876 4286 3834 5213 5368 5658 4 3488 4286 4650 5213 6510 5658 2 1/4 3473 7138 5789 10748 8105 11550 5 4809 7138 8015 10748 11221 11550 3 1/2 7582 10719 12636 15583 17690 16700 4 3/4 9179 10719 15299 15583 21419 16700 3 11579 15537 19299 21000 27019 23103 7 15444 15537 25740 21000 36036 23103 4 1/2 15266 • 25444 25099 33622 28718 7 16992 • 28320 25099 39648 28718 5 1/2 16351 • 27252 33083 38153 35700 7 17837 • 29728 33083 41619 35700 2
UNREINFORCED LIGHTWEIGHT (IDEALITE) Embed5000 psi ment Tension Shear (in) (lbs) (lbs) 1 1/2 1861 1947 • • • 1 1/2 2493 3064 • • • 1 3/4 3125 4289 • • • 2 1/4 4778 9833 • • • 2 1/2 6455 12500 • • • 3 1/2 17293 19050 • • • • • • • • • 4 1/2 21616 31666 • • • 2
Sources (available upon request): 1) University of Texas, Austin, TX (using new ICBO-ES testing criteria); 1993. 2) AA Engineers & Associates, Inc., Denver, CO; 1981.
LENGTH SELECTION GUIDE
NOTES: ■ Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death. ■ Ultimate values shown. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor. ■ Tested to ASTM E-488 Test Standard. ■ Sources (available upon request): 1) U.S. Testing Co., Tulsa, OK
800-343-1264
www.wejit.com
(C) (B)
Nut thickness = bolt diameter Material thickness
(D) (A) Minimum embedment Minimum Embedment + Material Thickness + Bolt Diameter = Total Anchor Length
+ + =
(A) (B) (C) (D)
WEJ-IT FASTENING SYSTEMS - 14
ORDER INFORMATION Catalog Number Anchor Carbon Steel Diameter Zinc Plated & Length (in) 1413 Z1413 1423 Z1423 1430 Z1430 5620 Z5620 5630 Z5630 3820 Z3820 3823 Z3823 3832 Z3832 3850 Z3850 3860 Z3860 1223 Z1223 1232 Z1232 1250 Z1250 1260 Z1260 1270 Z1270 5832 Z5832 5842 Z5842 5850 Z5850 5860 Z5860 5870 Z5870 3440 Z3440 3450 Z3450 3460 Z3460 3470 Z3470 3482 Z3482 3410 7880 7810 7812 1080 1010 1012
Minimum Thread Embedment Length (in) (in)
1/4 x 1 3/4
1
1/2
1/4 x 2 3/4
1
1/2
1/4 x 3
1
1/2
5/16 x 2
1 1/4
5/8
5/16 x 3
1 1/4
5/8
3/8 x 2
1 1/2
3/4
3/8 x 2 3/4
1 1/2
3/4
3/8 x 3 1/2
1 1/2
3/4
3/8 x 5
1 1/2
3/4
3/8 x 6
1 1/2
3/4
1/2 x 2 3/4
2
1
1/2 x 3 1/2
2
1
1/2 x 5
2
1
1/2 x 6
2
1
1/2 x 7
2
1
5/8 x 3 1/2
3
1 1/4
5/8 x 4 1/2
3
1 1/4
5/8 x 5
3
1 1/4
5/8 x 6
3
1 1/4
5/8 x 7
3
1 1/4
3/4 x 4
3
1 1/2
3/4 x 5
3
1 1/2
3/4 x 6
3
1 1/2
3/4 x 7
3
1 1/2
3/4 x 8 1/2
3
1 1/2
3/4 x 10 7/8 x 8 7/8 x 10 7/8 x 12 1x8 1 x 10 1 x 12
3 4 1/2 4 1/2 4 1/2 5 1/2 5 1/2 5 1/2
1 1/2 1 3/4 1 3/4 1 3/4 2 2 2
Catalog Number Anchor Carded Diameter & Drill Bit Included Length (in) DB1413 DB1423 DB1430 DB3820 DB3823 DB3832 DB1223 DB1232
RECOMMENDED EDGE DISTANCE & SPACING
1/4 x 1 3/4 1/4 x 2 3/4 1/4 x 3 3/8 x 2 3/8 x 2 3/4 3/8 x 3 1/2 1/2 x 2 3/4 1/2 x 3 1/2
Minimum Anchors Embedment Per (in) Card 1 1 1 1 1/2 1 1/2 1 1/2 2 2
15 - WEJ-IT FASTENING SYSTEMS
6 6 6 4 4 4 4 2
Quantity Box/Carton 100/600 20/400 100/600 20/400 100/600 20/400 100/600 20/400 100/600 20/400 100/600 20/400 100/600 20/400 50/300 20/200 50/300 20/200 50/300 10/200 50/300 10/200 50/300 10/200 25/150 10/100 25/150 10/100 25/150 10/1000 25/150 5/50 25/150 5/50 20/120 5/50 15/90 5/50 15/90 5/50 18/108 5/50 12/72 5/50 12/72 5/50 10/60 5/50 10/30 5/50 10/30 10/30 10/30 5/15 10/30 5/15 5/15
Quantity Cards Per Box/Carton 10/60 10/60 10/60 10/60 10/60 10/60 5/30 5/30
Anchor Diameter
Embedment Depth
Edge Distance Requirements
Spacing Requirements
1/4 1/4 5/16 5/16 3/8 3/8 1/2 1/2 5/8 5/8 3/4 3/4 7/8 7/8 1 1
1 1/8 1 1/2 1 1/4 1 3/4 1 1/2 4 2 1/4 5 3 1/2 4 3/4 3 7 4 1/2 7 5 1/2 7
1 31/32 2 5/8 2 3/16 3 1/16 2 5/8 3 3 15/16 3 3/4 6 1/8 8 5/16 5 1/4 5 1/4 7 7/8 7 9 5/8 7
3 15/16 5 1/4 4 3/8 6 1/8 5 1/4 6 7 7/8 7 1/2 12 1/4 16 5/8 10 1/2 10 1/2 15 3/4 14 19 1/4 14
EDGE DISTANCE AND SPACING REQUIREMENTS Embedment (E) in Anchor Diameters E 6d (shallow) 6d E 8d (standard) 8d E (deep)
Spacing
Edge Distance 1.75E 1.00E 0.75E
3.5E 2.00E 1.50E
INSTALLATION INSTRUCTIONS 1. Drill the hole perpendicular to the work surface with a solid carbide bit that meets ANSI B212.5 specifications. The drill bit diameter will be the same as the anchor diameter that you are installing.* To assure full holding power, do not ream the hole or allow the drill to wobble. 2. Drill the hole 1 diameter deeper than the intended embedment of the anchor, but not closer than two diameters to the bottom (opposite) surface of the concrete. 3. Clean the hole using compressed air and a nylon brush. A clean hole is necessary for proper performance. 4. Insert anchor into hole until washer rests solidly against fixture. 5. Tighten 1 1/2 to 3 turns past hand tight position but to a maximum torque as listed below:
1-2
TORQUE VALUES
3
4
5
Anchor Diameter (in)
Recommended Setting Torque (ft lb)
Recommended Minimum Embedment (in)
1/4 5/16 3/8 1/2 5/8 3/4 7/8 1
8 15 25 55 95 170 250 300
1 1 1/4 1 1/2 2 3 3 4 1/2 5 1/2
* Always wear safety glasses. Follow drill manufacturerâ&#x20AC;&#x2122;s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover.
www.wejit.com
800-343-1264
Center Pin Drive Anchors KEY FEATURES/BENEFITS
SPECIFICATIONS, APPROVALS AND LISTINGS
■ Easy to install — just hammer the center pin and it’s set. Anchor tensions itself automatically, so no wrench is needed. ■ Visually inspectable — anchor is set when center pin is flush with top of hole. ■ Depth of hole not critical — no depth gauge required. ■ No templates required — the actual diameter of the anchor is the same as its nominal diameter. ■ Yellow dichromate finish for superior corrosion resistance.
T YPE Federal Specifications
QQZ-325Z, T YPE II CLASS 3 (YELLOW DICHROMATE ADDED) FFS-325 GROUP II T YPE 4 CLASS I HOT ROLLED STEEL HOT WROUGHT IRON YELLOW DICHROMATE COATING
Anchor Body Pin Finish
*Drill Bits on Page 11-13
EDGE DISTANCE AND SPACING REQUIREMENTS
MAXIMUM TENSILE & SHEAR CAPACITY FOR STATIC LOADS Anchor Embedment 2000 psi Diameter Depth Tension Shear 1/4 1 1/8 780 1000 5/16 1 1/2 2130 1320 3/8 1 7/8 2530 2580 1/2 2 1/2 4040 4920 5/8 2 3/4 6360 9200 3/4 3 1/2 8700 11400
4000 psi Tension Shear 1567 1000 3159 1320 3307 3580 5604 4920 7742 9200 12083 11400
Embedment (E) in Anchor Diameters E 6d (shallow) 6d E 8d (standard) 8d E (deep)
3.5E 2.00E 1.50E
Edge Distance 1.75E 1.00E 0.75E
INSTALLATION INSTRUCTIONS
ORDER INFORMATION Catalog Number CP1413 CP1423 CP5620 CP5623 CP3823 CP3832 CP3843 CP1223 CP1232 CP1243 CP1260 CP5840 CP5860 CP3450 CP3460 CP3472
Spacing
Anchor Maximum Diameter Thickness Minimum Anchor Box & Length Fastened Embedment Qty Qty 1/4 x 1 3/4 3/8 1 1/8 100 800 1/4 x 2 3/8 1 1 1/8 100 800 5/16 x 2 5/16 1 3/8 100 800 5/16 x 2 3/4 11/16 1 3/4 100 800 3/8 x 2 3/8 5/8 1 3/8 50 400 3/8 x 3 1/2 1 3/8 1 3/4 50 400 3/8 x 4 3/4 2 5/8 1 3/4 50 400 1/2 x 2 3/4 1/4 2 25 200 1/2 x 3 1/2 3/4 2 1/4 25 200 1/2 x 4 3/4 2 2 1/4 25 200 1/2 x 6 3 1/4 2 1/4 25 200 5/8 x 4 1 5/8 2 3/4 10 80 5/8 x 6 2 2 3/4 10 80 3/4 x 5 2 3 1/2 10 30 3/4 x 6 2 3 1/2 10 30 3/4 x 7 1/2 2 3 1/2 10 30
1. Drill the hole perpendicular to the work surface. To assure full holding power, do not ream the hole or allow drill to wobble.* Clean hole using compressed air and a nylon brush. A clean hole is necessary for proper performance. 2. Preset the nut and washer for desired embedment. 3. Hammer center pin until it is aligned with the top of the bolt. 4. Tighten nut.
1
2
3
4
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 16
SPECIFICATIONS, APPROVALS AND LISTINGS
Sleeve Anchors KEY FEATURES/BENEFITS
T YPE Federal Specifications
■ Fully Assembled and Ready to Use. Speeds installation and eliminates the problem of missing components.
SLEEVE ANCHORS - CARBON ASA, HSA, FSA, RSA
Anchor Body Material 1/4 through 5/16 - C1035 Anchor Body Material 3/8 through 5/8 - C1010 Anchor Expansion Sleeve Material - C1008 Anchor Spacer Material - C1008 Stainless Steel AISI Type 304 Zinc Plating ASTM B633, SCI Type III with Clear Chromate SCI Service Class ‘Mild’ - Description of Service Condition Type III Corrosion Resistance and life requirement - 12 hour salt spray Federal QQ-325C, Type II, Class 3 Specifications Clear Chromate Added FFS-325, Group II, Type 3, Class 3
■ Suitable for Wide Variety of Applications. ■ Available in a variety of head styles to meet all your anchoring needs. ■ Usable in Multiple Masonry Substrates. Poured concrete, grouted blocks, brick, horizontal mortar joints and hollow concrete blocks.
MAXIMUM TENSILE AND SHEAR GUIDELINES For Static Loads in Concrete Anchor Head Size Style (in)
Drill Diameter (in)
1/4 Acorn 1/4 1/4 Flat Head 1/4 1/4 Round Head 1/4 5/16 Hex Nut 5/16 3/8 Hex Nut 3/8 3/8 Flat Head 3/8 3/8 3/8 3/8 Round Head 1/2 Hex Nut 1/2 1/2 5/8 Hex Nut 5/8 5/8 3/4 Hex Nut 3/4 3/4
1/4 1/4 1/4 1/4 1/4 1/4 5/16 5/16 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2 5/8 5/8 5/8 3/4 3/4 3/4
Bolt Size (in)
10-24 10-24 10-24 10-24 10-24 10-24 1/4-20 1/4-20 5/16-18 5/16-18 5/16-18 5/16-18 5/16-18 5/16-18 5/16-18 3/8-16 3/8-16 3/8-16 1/2-13 1/2-13 1/2-13 5/8-11 5/8-11 5/8-11
4000 psi Embed- Tension Shear ment (in) (lbs) (lbs)
1 1/16 1 11/16 1 5/8 2 5/8 1 1/2 2 1/2 1 3/16 2 1/16 1 1/4 2 1/2 2 3/8 3 11/16 4 5/8 5 5/8 2 1 1/2 2 3/8 3 3/8 2 1/4 3 15/16 5 7/16 1 7/8 3 9/16 5 1/2
1049 1379 1493 1774 1393 1141 1470 1243 2094 1328 1456 1379 1630 2225 2181 2311 2502 3116 3046 3691 2928 2318 2345 1954 2563 2064 2842 2238 3019 2091 2656 3724 4649 2726 5127 4726 4568 5218 7285 6747 7631 7689 5388 7862 6219 9786 6456 10073
*Drill Bits on Page 11-13 For Static Loads in Hollow Concrete Block Anchor Head Size Style (in)
1/4 1/4 5/16 3/8 3/8 1/2 1/2 1/2 5/8 5/8 3/4 3/4
E 6d (shallow) 6d E 8d (standard) 8d E (deep) 17 - WEJ-IT FASTENING SYSTEMS
3.5E 2.00E 1.50E
Edge Distance 1.75E 1.00E 0.75E
Bolt Size (in)
2000 psi Hollow Concrete Block w/o 2000 psi grout w/ 2000 psi grout EmbedTension Shear Tension Shear ment (in) (lbs) (lbs) (lbs) (lbs)
1/4 10-24 1 1/16 1/4 10-24 1 5/8 5/16 1/4-20 2 1/16 3/8 5/16-18 1 1/4 3/8 5/16-18 2 1/2 1/2 3/8-16 1 1/2 1/2 3/8-16 2 3/8 1/2 3/8-16 3 3/8 5/8 1/2-13 3 15/16 5/8 1/2-13 5 7/16 3/4 5/8-11 3 9/16 3/4 5/8-11 5 1/2
Hex Nut Hex Nut
Hex Nut Hex Nut
943 1065 1127 891 625 973 • • • • • •
1587 2265 3056 3009 3794 4071 • • • • • •
1476 1346 1479 2311 2218 2094 2689 2816 4098 4432 4990 4699
1587 1518 2265 3056 3009 3794 4071 5197 6580 6617 9888 9924
Source (available on request): SGS U.S. Testing Co. Inc., Tulsa, OK; 1996 (Tested in accordance with ASTM E-488).
LENGTH SELECTION GUIDE (C) (B)
(A)
EDGE DISTANCE AND SPACING REQUIREMENTS Spacing
Drill Diameter (in)
Acorn
(D)
Embedment (E) in Anchor Diameters
QQZ-325C, Type II, Class 3 (Clear Chromate added) FFS-325, Group II, Type 3, Class 3
+ + =
Nut thickness = Bolt diameter Material thickness Minimum embedment
Minimum Embedment Material Thickness Bolt Diameter Total Anchor Length
www.wejit.com
+ + =
(A) (B) (C) (D)
800-343-1264
New
Now offered in Stainless Steel for Corrosion Resistant Applications
AVAILABLE HEAD STYLES Acorn Nut
Flat Head
Hex Nut
Round Head
ORDER INFORMATION Catalog Number Carbon Steel Stainless Steel Zinc Plated SS304 ASA 1413 ASAX1413 ZASA 1413 ZASAX1413 ASA 1421 ZASA 1421 HSA 5612 HSAX5612 ZHSA 5612 ZHSAX5612 HSA 5622 HSAX5622 ZHSA 5622 ZHSAX5622 HSA 3813 HSAX3813 ZHSA 3813 ZHSAX3813 HSA 3830 ZHSA 3830 HSA 1221 HSAX1221 ZHSA 1221 ZHSAX 1221 HSA 1230 HSAX1230 ZHSA1 230 ZHSAX1230 HSA 1240 HSAX1240 ZHSA 1240 ZHSAX1240 HSA 1260 ZHSA 1260 HSA 5821 ZHSA 5821 HSA 5830 ZHSA 5830 HSA 5841 HSAX5841 ZHSA 5841 ZHSAX5841 HSA 5860 ZHSA 5860 HSA 3422 ZHSA 3422 HSA 3440 ZHSA 3440 HSA 3461 ZHSA 3461 FSA 1421 ZFSA 1421 FSA 1431 ZFSA 1431 FSA 1440 ZFSA 1440 FSA 3823 ZFSA 3823 FSA 3840 ZFSA 3840 FSA 3850 ZFSA 3850 FSA 3860 ZFSA 3860 RSA 1420 *ZRSA 1420 Discontinued *RSA 1430 Discontinued *ZRSA 1430 Discontinued *RSA 3823 *ZRSA 3823
Head Style Acorn Nut
Anchor Drill bit Diameter Size & Length (in) 1/4 x 1 3/8 1/4
Acorn Nut
1/4 x 2 1/4
1/4
Hex Head
5/16 x 1 1/2
5/16
Hex Head
5/16 x 2 1/2
5/16
Hex Head
3/8 x 1 7/8
3/8
Hex Head
3/8 x 3
3/8
Hex Head
1/2 x 2 1/4
1/2
Hex Head
1/2 x 3
1/2
Hex Head
1/2 x 4
1/2
Hex Head
1/2 x 6
1/2
Hex Head
5/8 x 2 1/4
5/8
Hex Head
5/8 x 3
5/8
Hex Head
5/8 x 4 1/4
5/8
Hex Head
5/8 x 6
5/8
Hex Head
3/4 x 2 1/2
3/4
Hex Head
3/4 x 4
3/4
Hex Head
3/4 x 6 1/4
3/4
Flat Head
1/4 x 2 1/4
1/4
Flat Head
1/4 x 3 1/4
1/4
Flat Head
1/4 x 4
1/4
Flat Head
3/8 x 2 3/4
3/8
Flat Head
3/8 x 4
3/8
Flat Head
3/8 x 5
3/8
Flat Head
3/8 x 6
3/8
Round Head
1/2 x 2
1/4
Round Head
1/4 x 3
1/4
Round Head
3/8 x 2 3/4
3/8
Minimum Embedment Quantity (in) Box/Carton 1 1/8 100/1000 20/400 1 1/8 100/800 20/400 1 1/4 100/800 20/400 1 1/4 100/800 20/400 1 1/2 50/400 20/400 1 1/2 50/400 20/400 1 7/8 25/200 10/200 1 7/8 25/200 10/200 1 7/8 25/200 10/200 1 7/8 25/200 10/200 2 25/200 5/100 2 25/200 5/100 2 10/80 5/50 2 10/80 5/50 2 1/4 10/80 5/50 2 1/4 10/80 5/50 2 1/4 10/80 5/50 1 1/8 100/800 20/400 1 1/8 100/800 20/400 1 1/8 100/800 20/400 1 1/2 50/400 10/200 1 1/2 50/400 10/200 1 1/2 50/400 10/200 1 1/2 50/400 10/200 1 1/8 100/1000 20/400 1 1/8 100/800 20/400 1 1/2 50/500 10/200
INSTALLATION INSTRUCTIONS 1. Drill the hole perpendicular to the work surface.* To assure full holding power, do not ream the hole or allow the drill to wobble. 1-2 2. Drill the hole deeper than the intended embedment of the anchor, but not closer than two anchor diameters to the bottom (opposite) surface of the concrete. Through drilling is allowed when using sleeve anchors in hollow concrete block. 3. Clean the hole using compressed air and a nylon brush. A clean hole is necessary for proper performance. 4. Assemble the washer and nut on the anchor so that the nut protrudes slightly beyond the fixture and into the hole making sure the nut, or head, rests solidly against the fixture.
3
4
5. Tighten the nut, or head, 3 to 5 turns past the hand tight position. * Always wear safety glasses. Follow
drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
NOTES: ■ Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury or even death. ■ Ultimate values shown. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor.
*While Supplies Last
800-343-1264
www.wejit.com
5
WEJ-IT FASTENING SYSTEMS - 18
POWER-Drop Drop-In Anchors ®
SPECIFICATIONS, APPROVALS AND LISTINGS
KEY FEATURES/BENEFITS
■ Internally Threaded. Wedge anchor performance with the T YPE Zinc Plating ASTM B-633, Type III, SCI convenience of a drop-in. Formerly ICC-ES Legacy Report #5063* The Power-Drop ■ Safety Shoulder. Supports clip when anchor is under anchor complies with the 1997 uniform Building Code strain, eliminating bolt-end collapse and/or clip slippage (UBC) the 2000 International Building Code (IBC), and under ultimate loading conditions. the 2000 International Residents Code, Data Test in ■ Seismic Rated. Allowable values may be increased 33 1/3 accordance with the ICC-ES criteria for Expansion anchors percent for short-term loading in resisting earthquake or in Concrete and Masonry Elements (ACOI) dated April wind loads. 2002. ■ Numerous Head-Style Options. May be used with Available upon Request. machine screws, tamperproof bolts, threaded rod and a *Drill Bits on Page 11-13 variety of other male-threaded fasteners. ■ Available in a variety of sizes.
MAXIMUM TENSILE CAPACITY FOR STATIC LOADS Internal Bolt Catalog No. Diameter 3/8 UNC PD38 1/2 UNC PD12 5/8 UNC PD58 3/4 UNC PD34 1 UNC PD1
Anchor Dimensions 1/2 X 2-5/16 5/8 X 3-3/32 7/8 X 3-13/16 1 X 4-5/8 1 1/4 x 5
Min. Hole Depth 3 4 5 5 3/4 6 1/2
H nom Embedment Depth 2 5/8 3 15/32 4 5/16 5 1/4 5 3/4
Installation Torque 25 55 90 175 290
Installation Turns 2 1/2 2 1/2 3 4 3
Drill Diameter 1/2 5/8 7/8 1 1 1/4
4000 psi Tension Shear 6409 4200 10352 7340 16500 11880 21409 13360 24752 26440
RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS Catalog No. PD38 PD12 PD58 PD34 PD1
Minimum Edge Distance 2 5/8 3 1/2 4 3/8 5 1/4 5 3/4
Tension Load Factor for Min. Edge Distance 0.7 0.7 0.7 0.7 0.7
Shear Load Factor for Min. Edge Distance 0.5 0.5 0.5 0.5 0.5
Minimum Spacing
ORDER INFORMATION Catalog Number Carbon Steel Bolt Zinc Plated Size PD38 3/8 PD12 1/2 PD58 5/8 PD34 3/4 PD1 1
2 5/8 3 1/2 4 3/8 5 1/4 5 3/4
Tension Load Factor for Minimum Spacing 0.5 0.5 0.5 0.5 0.35
Shear Load Factor Installation for Minimum Spacing Spacing 0.4 5/16 0.4 3/8 0.4 1/2 0.4 5/8 0.4 3/4
INSTALLATION INSTRUCTIONS Dimensions (in) 1/2 x 2 5/16 5/8 x 3 3/32 7/8 x 3 13/16 1 x 4 5/8 1 1/4 x 5
Thread Quantity Depth Box/Carton 1 1/16 25/200 1 1/2 10/80 1 1/2 5/30 1 23/32 5/30 1 1/2 5/30
Note — One Setting Tool Included Per Box PDST38 3/8 3/8 x 3 PDST12 1/2 1/2 x 3 1/2 PDST58 5/8 5/8 x 4 PDST34 3/4 3/4 x 4 1/2 PDST1 1 1 x 4 1/2
Threads Per Inch 16 13 11 10 8
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
19 - WEJ-IT FASTENING SYSTEMS
1
2
3
4
5
1. Drill the hole perpendicular to the work surface. Do not ream the hole or allow the drill to wobble. Drill the hole to the Minimum Hole Depth as shown in the chart for the diameter anchor to be installed. 2. Thoroughly clean hole using compressed air and a nylon brush. An unclean hole may compromise anchor performance. 3. Set the Initial Anchor Embedment - Thread the sacrifical cap screw with assembled nut and washer fully into the anchor. Refer to the table for Installation Spacing set that distance between the top of the anchor and the bottom of the washer to match this value. 4. After setting the Installation Spacing; place the anchor into the hole and hammer downward on the top of the sacrifical cap screw until the washer makes contact with the surface of the concrete. 5. To set the anchor you must tighten the nut. (you may need to keep the cap screw from turning) Refer to Installation Turns as shown in the chart. 6. Once the anchor is set remove the cap screw and blow out the anchor with compressed air to remove any concrete dust from the threads.
www.wejit.com
800-343-1264
Drop-In Anchors
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE Zinc Plating Carbon
KEY FEATURES/BENEFITS ■ Ideal for Overhead Applications. Requires relatively shallow embedment and eliminates requirement for rod couplings when threaded rod is dropped from ceiling.
Stainless Steel Federal Specifications Underwriters Laboratory UNC
■ Highly Dependable. Complete anchor setting is assured; simply drive the internal expander plug home with a hammer or mallet.
EDGE DISTANCE AND SPACING REQUIREMENTS
■ Lipped Version. Anchor sets flush with concrete.
Mini Drop-In Anchor
Embedment (E) in Anchor Diameters (d) E < 6d (shallow) 6d E 8d (standard) 8d < E (deep)
KEY FEATURES/BENEFITS
1.
Catalog Number Carbon
WD14 WDL14 WDM38 WD38 WDL38 WD12 WDL12 WD58 WD34 WDS14 WDS38 WDS12
1/4 1/4 3/8 3/8 3/8 1/2 1/2 5/8 3/4 1/4 3/8 1/2
3/8 3/8 1/2 1/2 1/2 5/8 5/8 7/8 1 3/8 1/2 5/8
5 5 5 10 10 20 20 40 70 5 10 20
2629 2629 2230 4165 4165 7114 7114 8571 12971 2410 3990 6995
1.75E 1.00E 0.75E
Select the proper size drill bit from
1709 1709 2903 2889 2889 5060 5060 8263 11760 1670 2710 4850
surface.* To assure full holding allow the drill to wobble. 2.
Drill the hole at least as deep as the full length of the anchor, but not closer than two anchor diameters to the bottom (opposite) surface of the concrete.
3.
Clean the hole using compressed air and a nylon brush.
4.
3
Tap the anchor, threaded portion last, into the hole. Make sure that the top of the anchor is flush with,
4
or below, the level of the work surface.
Anchor Thread Size (in) 1/4 3/8 3/8 1/2 5/8 3/4
Anchor Diameter & Length (in) 3/8 x 1 1/2 x 3/4 1/2 x 1 5/8 5/8 x 2 7/8 x 2 1/2 1 x 3 1/4
Quantity Box/ Carton 100/1000 50/500 50/500 50/500 25/200 25/150
5.
Using only a setting tool, insert the setting tool into the threaded end of the anchor and expand the anchor by striking the end of the setting tool with a hammer. The anchor is set (fully expanded) when the shoulder of the tool touches the
NOTES:
®
®
setting
5
anchor.
Full expansion is necessary for
■ Source (Available on request): SGS U.S. Testing Co., Inc., Tulsa, OK; 1996.
proper anchor performance.
* Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover.
*Drill Bits on Page 11-13 800-343-1264
1-2
power, do not ream the hole or
ORDER INFORMATION Catalog Number Lipped Stainless Setting Carbon Carbon Steel Tool WD14 WDL14 WDS14 ST14 WDM38 • STM38 WD38 WDL38 WDS38 ST38 WD12 WDL12 WDS12 ST12 WD58 • ST58 WD34 • ST34
3.50E 2.00E 1.50E
hole perpendicular to the work
Unreinforced Stone Embedment Aggregate Concrete Depth 4000 psi (in) Tension (lbs) Shear (lbs)
1 1 3/4 1 5/8 1 5/8 2 2 2 1/2 3 1/4 1 1 5/8 2
Edge Distance
the Maximum Tensile chart. Drill the
MAXIMUM TENSILE AND SHEAR GUIDELINES FOR STATIC LOADS Anchor Thread Drill Maximum Tightness Diameter Diameter Torque T/Max (in) (in) (ft-lbs)
Spacing
INSTALLATION INSTRUCTIONS
■ Ideal for hollow core, precast and post tension slabs.
WDM 38
ASTM B-633 Type III, SCI (Clear Chromate added) Type 303 FFS-325, Group VIII, Type I File #EX 3875 Coarse Thread
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 20
Concrete Screws KEY FEATURES/BENEFITS
SPECIFICATIONS, APPROVALS AND LISTINGS
■ Cut threads in structural concrete, hollow block, brick, mortar, concrete masonry units and many others.
Material: C1022 Surface Hardness - 450 HV Min Core Hardness - 240-450 HV Case Hardened - 3/16 - 0.10-0.23 1/4 - 0.10-0.23 Zinc Coated .0002 min. Ruspert Type II SST 1000 hours DIN 50018 15 Cycles ASTM B 117-84 ACQ Qualified Coating
■ Step thread design: - Increases ease of installation - Increases pullout values ■ Drill bit included in each box.
ORDER INFORMATION Catalog Anchor Number Diameter & Length FCS3611 3/16 x 1 1/4 FCS3613 3/16 x 1 3/4 FCS3621 3/16 x 2 1/4 FCS3623 3/16 x 2 3/4 FCS3631 3/16 x 3 1/4 FCS3633 3/16 x 3 3/4 FCS3640 3/16 x 4 FCS1411 1/4 x 1 1/4 FCS1413 1/4 x 1 3/4 FCS1421 1/4 x 2 1/4 FCS1423 1/4 x 2 3/4 FCS1431 1/4 x 3 1/4 FCS1433 1/4 x 3 3/4 FCS1440 1/4 x 4 FCS1450 1/4 x 5 HCS3611 3/16 x 1 1/4 HCS3613 3/16 x 1 3/4 HCS3621 3/16 x 2 1/4 HCS3623 3/16 x 2 3/4 HCS3631 3/16 x 3 1/4 HCS3633 3/16 x 3 3/4 HCS3640 3/16 x 4 HCS1411 1/4 x 1 1/4 HCS1413 1/4 x 1 3/4 HCS1421 1/4 x 2 1/4 HCS1423 1/4 x 2 3/4 HCS1431 1/4 x 3 1/4 HCS1433 1/4 x 3 3/4 HCS1440 1/4 x 4 HCS1450 1/4 x 5 CSDT Drive Tool Kit
Head Style Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Phillips Flat Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo Hex Combo
21 - WEJ-IT FASTENING SYSTEMS
Drill Quantity Diameter Box/Carton 5/32 5/32 5/32 5/32 5/32 5/32 5/32 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 5/32 5/32 5/32 5/32 5/32 5/32 5/32 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16
100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 100/1000 1
MAXIMUM TENSILE AND SHEAR CAPACITY FOR STATIC LOADS Anchor Diameter 1/4 1/4 3/16 3/16
Embedment Depth 1 1/2 1 1 1/2 1
2500 psi Tension Shear lbs. lbs. 1600 1920 760 1360 1600 1360 760 1320
RECOMMENDED EDGE DISTANCE & SPACING Anchor Diameter 1/4 1/4 3/16 3/16
Edge Embedment Distance Depth Requirements 1 1/2 2 1/4 1 1 1/2 1 1/2 2 1/4 1 1 1/2
Spacing Requirements 4 1/2 3 4 1/2 3
INSTALLATION INSTRUCTIONS 1. Using a carbide tip SDS or straight shank masonry drill bit, predrill a hole a minimum or 1/2” deeper than fasteners embedment.* 2. Drive the fastener into the pilot hole. * Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
www.wejit.com
800-343-1264
Drive Nails
SPECIFICATIONS
KEY FEATURES/BENEFITS ■ ■ ■ ■
Easy to install. Tamper proof. Can be used in concrete, block, brick or stone. Available in variety of head styles. Mushroom head, flat head, round head.
Mushroom Head
MAXIMUM TENSILE GUIDELINES FOR STATIC LOADS Unreinforced Stone Anchor Drill Max. Min. Aggr. Concrete Diameter Diameter Thickness of Embedment 3000 psi & Length (in) (in) Fixture (in) (in) Tension (lbs) 3/16 X 7/8 3/16 1/4 5/8 400 1/4 X 3/4 1/4 1/8 5/8 500 1/4 X 1 1/4 1/4 3/4 800 1/4 X 1 1/4 1/4 1/2 3/4 800 1/4 X 1 1/2 1/4 3/4 3/4 800 1/4 x 2 1/4 1 1/4 3/4 800 1/4 x 2 1/2 1/4 1 3/4 3/4 800 1/4 x 3 1/4 2 1/4 3/4 800
ORDER INFORMATION Catalog Number Carbon Steel Zinc Plated DN3678 DN1403 DN1410 DN1411 DN1412 DN1420 DN1422 DN1430 Nylon DNN3610 DNN1403 DNN1410 DNN1412 DNN1420 DNN1430 DNF3610 DNF3612 DNF1410 DNF1412 DNF1420 DNR3610 DNR3612 DNR1410 DNR1412 DNR1420
Head Style
Die Cast Zamac Alloy AISI 1018 Cold Rolled Steel ASTM B-633 FFS-325, Group V, Type 2, Class 2
AVAILABLE HEAD STYLES
*Drill Bits on Page 11-13
Catalog Number DN3678 DN1403 DN1410 DN1411 DN1412 DN1420 DN1422 DN1430
T YPE Zinc Body Pin Zinc Plating Federal Specifications
Anchor Diameter & Length (in)
Industrial Pack Quantity Box/Carton
Mushroom Mushroom Mushroom Mushroom Mushroom Mushroom Mushroom Mushroom
3/16 x 7/8 1/4 x 3/4 1/4 x 1 1/4 x 1 1/4 1/4 x 1 1/2 1/4 x 2 1/4 x 2 1/2 1/4 x 3
100/1000 100/1000 100/1000 100/1000 100/800 100/800 100/800 100/800
Mushroom Mushroom Mushroom Mushroom Mushroom Mushroom Flat Flat Flat Flat Flat Round Round Round Round Round
3/16 x 1 1/4 x 3/4 1/4 x 1 1/4 x 1 1/2 1/4 x 2 1/4 x 3 3/16 x 1 3/16 x 1 1/2 1/4 x 1 1/4 x 1 1/2 1/4 x 2 3/16 x 1 3/16 x 1 1/2 1/4 x 1 1/4 x 1 1/2 1/4 x 2
100/1000 100/1000 100/1000 100/800 100/800 100/800 100/1000 100/1000 100/1000 100/800 100/800 100/1000 100/1000 100/1000 100/800 100/800
Flat Head
Round Head
INSTALLATION INSTRUCTIONS 1. Drill hole in masonry or concrete through mounting holes in fixture same diameter as anchor to be used. In wood and other soft material to be fastened, drill through fixture and directly into masonry. (Drill hole 1/4” deeper than the calculated embedment depth.)*
3. Tap gently until head of anchor body is set tightly against item to be fastened. 4. Gently hammer pin flush to expand body. Do not over drive pin into body as this could damage the anchor.
NOTES: CAUTION: Drive Nail Anchors are not recommended for structural or overhead applications. Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury or even death. Ultimate values shown. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor. Source (available upon request): UES Technical Information.
800-343-1264
www.wejit.com
2
2. Insert anchor assembly through mounting holes in fixture and into anchor hole.
*Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover.
■ ■ ■ ■
1
WEJ-IT FASTENING SYSTEMS - 22
3-4
Single Expansion Shields KEY FEATURES/BENEFITS
SPECIFICATIONS, APPROVALS AND LISTINGS
■ Uses include fastening into rock, concrete and brick.
T YPE GSA Spec. FF-S-325, Group II, Type 2, Class 2, Style 1 Anchor Shield Zamac Alloy Cone Zamac Alloy
■ Holding power unaffected if bolt is removed and replaced. ■ One-piece design, made of zinc alloy, is entirely rust-proof.
*Drill Bits on Page 11-13
ORDER INFORMATION 2000 PSI
Maximum Maximum Catalog Threaded Drill Anchor Quantity Tensile Shear Number Screw-Size Diameter Length Box/Carton Strength Strength SES14 1/4 - 20 1/2 1 5/16 100/1000 860 1560 SES56 5/16 - 18 5/8 1 1/2 50/500 1400 1990 SES38 3/8 - 16 5/8 1 1/2 50/500 1620 3410 SES12 1/2 - 13 7/8 2 25/200 2810 5310 SES58 5/8 - 11 1 2 5/8 25/200 4720 9900 SES34 3/4 - 10 1 1/4 2 45/64 6380 14250
Max. Tightening Torque T/Max (ft-lbs) 5 7 10 20 30 40
INSTALLATION INSTRUCTIONS: 1. 2. 3. 4. 5.
Drill hole of recommended diameter (slightly deeper than length of shield).* Clean the hole using compressed air and a nylon brush. Install shield flush with surface of hole threaded side down. Place fixture. Insert machine bolt through fixture into shield and tighten. To determine length of bolt: thickness of fixture plus length of shield, equals length of bolt.
Double Expansion Shields KEY FEATURES/BENEFITS ■ Uses include fastening into rock, concrete, brick, etc. ■ Eliminates high stress points detrimental in fastening into materials of medium hardness, has high gripping power and expands fully. ■ Ideal for sheer loads or where bolt is subject to side pressure or vibration.
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE GSA Spec. FF-S-325, Group II, Type 2, Class 2, Style 2 Anchor Shield Zamac Alloy Cone Zamac Alloy
■ Does not fracture, permits fastening at any length.
ORDER INFORMATION
2000 PSI
Catalog Threaded Number Screw-Size DES14 1/4 - 20 DES56 5/16 - 18 DES38 3/8 - 16 DES12 1/2 - 13 DES58 5/8 - 11 DES34 3/4 - 10
Maximum Maximum Maximum Drill Anchor Quantity Tensile Shear Tightening Torque Diameter Length Box/Carton Strength Strength T/Max (ft-lbs) 1/2 1 5/16 100/1000 1190 1500 5 5/8 1 1/4 50/500 1525 1890 7 3/4 1 1/2 50/400 2175 3290 10 7/8 2 25/200 4600 5100 20 1 2 1/4 25/200 5210 9900 30 1 1/4 2 7/8 10/80 9650 13600 40
Thread Size (unc) 1/4-20 5/16-18 3/8-16 1/2-13 5/8-11 3/4-10
INSTALLATION INSTRUCTIONS: 1. 2. 3. 4. 5.
Drill hole of recommended diameter (slightly deeper than length of shield).* Clean the hole using compressed air and a nylon brush. Insert the shield into hole with threaded side down. Shield should be flush or slightly below surface of masonry. Place fixture. Insert machine bolt and tighten. A deep setting increases holding power of masonry. If desired, place a pipe sleeve between shield and fixture being attached.
*Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover.
23 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
Lead Expansion
Lead Expansion Anchors
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE Material
KEY FEATURES/BENEFITS
Lead Alloy
■ Quick installation of lightweight fixtures in masonry and concrete ■ Can be used with lag, wood or sheet metal screws ■ Expands without turning ■ Not affected by moisture or chemicals
*Drill Bits on Page 11-13
ORDER INFORMATION Catalog Number
Description
LA0603 LA0610 LA0612 LA1010 LA1012 LA1610
Lead expansion anchor Lead expansion anchor Lead expansion anchor Lead expansion anchor Lead expansion anchor Lead expansion anchor
Drill Fractional Diameter Screw Size 1/4 1/4 1/4 5/16 5/16 3/8
1/8 - 3/16 1/8 - 3/16 1/8 - 3/16 3/16 - 1/4 3/16 - 1/4 5/16
2500 PSI Quantity Screw Size x Tension Shear Box Carton Anchor Length (Lbs.) (Lbs.) 100 100 100 100 100 100
2000 2000 2000 2000 2000 2000
6-8 x 3/4 6-8 x 1 6-8 x 1 1/2 10-12-14 x 1 10-12-14 x 1 1/2 16-18 x 1
55 65 85 170 200 255
55 55 55 145 145 300
4000 PSI Tension Shear (Lbs.) (Lbs.) 70 80 116 210 245 320
55 55 55 145 145 300
* Allowable load capabilities listed are based on a 4 to 1 safety factor.
Long Lag Shield
Lag Screw Shields
SPECIFICATIONS, APPROVALS AND LISTINGS
KEY FEATURES/BENEFITS ■ Medium duty anchor used in concrete, tile, brick, cinder block, mortar and stone ■ Used with lag screws ■ Rustproof
T YPE Anchor Material Federal Specifications
Zamac Alloy FF-S-325C Group 2, Type 1 Class 1 (long) Class, 2C (short)
ORDER INFORMATION Catalog Number
Description
Screw Size x Anchor Length
LSS14 LSS56 LSS38 LSS12 LSS58 LSS34 LSL14 LSL56 LSL38 LSL12 LSL58
Short lag shield Short lag shield Short lag shield Short lag shield Short lag shield Short lag shield Long lag shield Long lag shield Long lag shield Long lag shield Long lag shield
1/4 x 1 5/16 x 1-1/4 3/8 x 1-3/4 1/2 x 2 5/8 x 2 3/4 x 2 1/4 x 1-1/2 5/16 x 1-3/4 3/8 x 2-1/2 1/2 x 3 5/8 x 3-1/2
Drill Fractional Diameter Screw Size 1/2 1/2 5/8 3/4 7/8 1 1/2 1/2 5/8 3/4 7/8
1/4 5/16 3/8 1/2 5/8 3/4 1/4 5/16 3/8 1/2 5/8
Quantity Allowable Tension Box Carton Load 2000 psi (lbs) 50 50 50 25 25 25 50 50 50 25 25
1000 1000 500 500 250 200 1000 1000 500 500 200
75 105 230 250 430 565 120 155 255 300 850
* Allowable load capabilities listed are based on a 4 to 1 safety factor.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 24
Machine Screw
Machine Screw Anchors
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE Cone Expander Federal Specifications
KEY FEATURES/BENEFITS
■ ■ ■ ■ ■
For medium duty use in concrete, brick or stone Closed bottom Setting tool provided in each box of anchors Fits into irregular holes Rust proof
Die Cast Zamac Alloy 3-5% Antimonial Lead A-A 1922A, Type 1 and FF-S-325C, Group 1, Type 1, Class 1
ORDER INFORMATION Catalog Number
Anchor Drill Diameter & Length Diameter
Description
MS14 Machine screw anchor MS56 Machine screw anchor MS38 Machine screw anchor
1/4-20 x 7/8 5/16-18 x 1 3/8-16 x 1-1/4
Screw Size
1/2 5/8 3/4
1/4 5/16 3/8
Quantity Box Carton 100 50 50
Max. Tightning Torque (ft-lbs)
2000 1000 500
5 7 10
INSTALLATION INSTRUCTIONS 1. Drill the hole equal to the nominal diameter of the anchor. To assure full holding power, do not ream the hole or allow the drill to wobble.* 2. Drill the hole deeper than the intended embedment, but not closer than two diameters to the bottom (opposite) surface of the concrete. 3. Clean the hole with a nylon brush and compressed air. 4. Insert anchor into the hole. 5. Using setting tool, drive expander shield over cone. 6. Position fixture, insert fastener and tighten.
Drywall Augers
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE Material
KEY FEATURES/BENEFITS ■ Available in Zinc or Nylon ■ Unique expandable design provides ultimate holding power ■ Ideal for fastening to drywall and other low density substrates ■ Replaces many types of anchors including molly-type, plastic plugs and toggle type ■ Easily removable by simply backing out screw ■ No special tools needed. Only a Phillips screw driver or an electric drill
Substrate Thickness 3/8 to 1 3/8 to 1
DRYWALL ANCHOR MAXIMUM LOAD CAPACITIES IN WALLBOARD Wallboard Thickness 3/8 1/2 5/8 3/4
Tension (Lbs.) 50 62 92 88
Shear (Lbs.) 62 75 100 100
* Note - 3 to 1 Safety Factor of Allowable Load
ORDER INFORMATION Catalog Number DWAN8 DWAS8
Die Cast Zinc Reinforced Nylon
Description #8 Nylon #8 Steel
Quantity Box Carton 100 1000 100 1000
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbidetipped drill bits meeting ANSI B212.15 diameter standards.
25 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
Plastic Toggle
Plastic Toggles KEY FEATURES/BENEFITS
ORDER INFORMATION
■ ■ ■ ■ ■
For use in hollow drywall, wood, concrete, paneling and masonry tile Fast and easy to use Inexpensive installation Uses screw sizes #6-#16 If screw is removed, anchor stays in place
Catalog Number
Description
Size
Drill Diameter
Wall Depth
Base Screw Size
Quantity Box Carton
PTS38 PTL12 PTXL58
Plastic toggle Plastic toggle Plastic toggle
3/8 short 1/2 long 5/8 extra long
5/16 5/16 5/16
3/8 1/2 5/8
#8 x 1 1/4 #10 x 1 1/2 #10 X 1 3/4
100 100 100
1000 800 800
Toggle Bolts KEY FEATURES/BENEFITS ■ Spring wing type hollow wall anchor ■ Two-part assembly consisting of a machine screw and a spring wing toggle ■ For use in block, wallboard and other hollow base material
ORDER INFORMATION
SPECIFICATIONS, APPROVALS AND LISTINGS
Catalog Diameter Drill Thread Size Quantity Number & Length Diameter UNC Box Carton Mushroom Head Combo
T YPE Wings
TBM1820 TBM1830 TBM1840 TBM3620 TBM3630 TBM3640 TBM3650 TBM3660 TBM1430 TBM1440 TBM1450 TBM1460 TBM3840 TBM3850 TBM3860
1/8 x 2 1/8 x 3 1/8 x 4 3/16 x 2 3/16 x 3 3/16 x 4 3/16 x 5 3/16 x 6 1/4 x 3 1/4 x 4 1/4 x 5 1/4 x 6 3/8 x 4 3/8 x 5 3/8 x 6
1/2 1/2 1/2 9/16 9/16 9/16 9/16 9/16 11/16 11/16 11/16 11/16 1 1 1
6-32 6-32 6-32 10-24 10-24 10-24 10-24 10-24 1/4-20 1/4-20 1/4-20 1/4-20 3/8-16 3/8-16 3/8-16
50 50 50 50 50 50 50 50 50 50 50 50 25 25 25
500 500 500 500 500 500 500 400 400 400 400 400 200 200 200
AISI 1010; Bold Carbon Steel, Zinc Plated ASTM B-633
TOGGLE BOLT ALLOWABLE LOAD CAPACITIES IN HOLLOW CONCRETE MASONRY Anchor Diameter
Drill Diameter
1/8” 3/16” 1/4” 3/8”
1/2” 9/16 11/16 1
Allowable Load1 Tension Shear 45 85 85 200
43 80 130 150
1-1,500 psi Grade N, Type II medium and normal, Type N mortar min. Note - Load in Lbs.
TOGGLE BOLT ALLOWABLE LOAD CAPACITITES IN WALLBOARD Wallboard 1/8” Anchor 3/16” Anchor 1/4” Anchor 5/16” Anchor 3/8” Anchor 1/2” Anchor Thickness Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear 3/8” Wallboard 30 30 35 35 55 55 60 60 60 60 65 65 1/2” Wallboard 35 35 45 45 60 60 65 65 65 65 80 80 5/8” Wallboard 45 45 60 60 65 65 70 70 75 75 95 95 3/4” Wallboard 55 55 70 70 75 75 80 80 85 85 100 100 Note - LOAD in Lbs. 800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 26
Hollow Wall Anchor
SPECIFICATIONS, APPROVALS AND LISTINGS HOLLOW WALL AND DRIVE ANCHORS
Hollow Wall Anchors
T YPE Anchor Body Machine Screw Zinc Plated
KEY FEATURES/BENEFITS ■ ■ ■ ■
AISI 1010 Carbon Steel ASTM B633
Greater holding power than nails or screws in hollow walls Use in wallboard, plaster and paneling Securely fastens mirrors, pictures, drapery rods, towel bars, etc. Fixtures can be removed or replaced without removing anchor
ORDER INFORMATION Catalog Number
Description
Screw Diameter
Drill Diameter
Wall Thickness
HWXS18 HWS18 HWS36 HWS14 HWL18 HWL36 HWL14 HWXL36
Hollow wall anchor – extra short Hollow wall anchor – short Hollow wall anchor – short Hollow wall anchor – short Hollow wall anchor – long Hollow wall anchor – long Hollow wall anchor – long Hollow wall anchor – extra long
1/8 1/8 3/16 1/4 1/8 3/16 1/4 3/16
5/16 5/16 3/8 7/16 5/16 3/8 7/16 3/8
0 - 1/4 1/8 - 1/2 1/8 - 5/8 1/8 - 5/8 5/8 - 7/8 5/8 - 1 1/4 5/8 - 1 1/4 1 1/4 - 1 3/4
Quantity Box Carton 100 100 50 50 100 50 50 25
2000 2000 1000 500 1000 500 500 250
Hollow Wall Drive
Hollow Wall Drive Anchors HOLLOW WALL ANCHOR AND DRIVE ANCHOR ALLOWABLE LOAD CAPACITIES IN WALLBOARD
KEY FEATURES/BENEFITS ■ Easy and quick installation ■ Greater holding power than nails or screws in hollow walls ■ Use in wallboard, plaster and paneling ■ No predrilling required ■ Drives into wall in seconds ■ Securely fastens mirrors, pictures, drapery rods, towel bars, etc.
Wallboard 1/8” Anchor 3/16” Anchor 1/4” Anchor Thickness Tension Shear Tension Shear Tension Shear 3/8” Wallboard 20 25 25 35 25 35 1/2” Wallboard 40 40 45 45 50 50 5/8” Wallboard 40 45 50 55 55 55 3/4” Wallboard 45 45 50 55 60 60 Note - LOAD in Lbs.
ORDER INFORMATION Catalog Number
Description
Screw Diameter
Drill Diameter
Wall Thickness
HWLD18 HWSD18
Hollow wall anchor - long drive Hollow wall anchor - short drive
1/8 1/8
5/16 5/16
5/8 - 3/4 1/8 - 1/2
27 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
Quantity Box Carton 100 100
1000 1000
800-343-1264
Plastic Conical
Plastic Conical Anchors KEY FEATURES/BENEFITS ■ ■ ■ ■
For light duty use in concrete, block, brick and wallboard Reusable Blister box Superior in extreme hot or cold environments High quality, low cost installation
ORDER INFORMATION Catalog Number
Description
Size
Drill Diameter
Box
PC0603 PC0807 PC1010 PC1413
Plastic conical anchor Plastic conical anchor Plastic conical anchor Plastic conical anchor
6-8 x 3/4 8-10 x 7/8 10-12 x 1 14-16 x 1-3/8
3/16 3/16 1/4 5/16
200 200 200 100
Quantity
Carton 1000 1000 1000 1000
Plastic Conical Anchor Kit ORDER INFORMATION Catalog Anchor Number Diameter & Length PC1010 KT 1/4 x 1
Drill Bit Included 1/4 x 4
Screws Included #10 x 1
Screw Type Combo Slot/Phil
Quantity (PCS) 100
Plastic Plug
Plastic Plugs KEY FEATURES/BENEFITS ■ Each size anchor accommodates several screw sizes ■ Use with sheet metal screws or wood screws ■ Ideal for quick installation of lighter objects to concrete, brick, cinder block, etc. ■ Superior in hot or cold environments ■ Acid resistant
ORDER INFORMATION Catalog Number PP0603 PP0810
800-343-1264
Description Plastic plug Plastic plug
Anchor Diameter & Length 6-8 x 3/4 8-10-12 x 1
www.wejit.com
Drill Diameter 3/16 1/4
Box 100 100
Quantity
Carton 2000 2000
WEJ-IT FASTENING SYSTEMS - 28
POWER-Sert™ High-Performance Anchors THE ULTIMATE PROBLEM SOLVER KEY FEATURES/BENEFITS ■ High Holding Values. The bottom lobe is slightly larger in diameter than the other lobes. This creates a keying effect at the deepest anchor point. ■ Instant Holding Power.1 Exclusive FRICTION-FIT™ allows immediate installation of fixture to be fastened while epoxy cures. ■ Thru-Hole Installation.2 Ideal for “in-place” fastening applications. No need to move equipment or fixtures to be fastened. ■ Easy to Install. No special tools required. ■ Shallow Embedment. Provides excellent holding value while avoiding rebar and “drill-thru.” ■ Close Edge Distance and Spacing. Epoxy bond and shallow embedment minimize effects of “cone failure.” ■ Vibration Resistant. Epoxy bond withstands more seismic vibration loading than most standard mechanical anchors.
MAXIMUM TENSILE FOT STATIC LOADS IN 4000 PSI CONCRETE Carbon Bolt Drill Size Diameter 1/4 5/16 5/16 7/16 3/8 1/2 1/2 5/8 5/8 7/8 3/4 1 1 1 1/2 303 Stainless Steel Bolt Drill Size Diameter 1/4 5/16 5/16 7/16 3/8 1/2 1/2 5/8 5/8 7/8 3/4 1 1 1 1/2 1 1/4 1 3/4 316 Stainless Steel Bolt Size 1/4 5/16 3/8 1/2 5/8 3/4 1 1 1/4
Drill Diameter 5/16 7/16 1/2 5/8 7/8 1 1 1/2 1 3/4
*Drill Bits on Page 11-13
Hole Depth 1 3/4 2 3/4 3 1/4 4 1/8 6 1/4 7 1/2 9 1/2
Inject-Tite™ Ultimate Tensile Strength 3380 7497 10633 15105 26298 46000 64000
AWF Ulitmate Tensile Strength 3543 7879 9215 13114 26298 32430
Hole Depth 1 3/4 2 3/4 3 1/4 4 1/8 6 1/4 7 1/2 9 1/2 12 1/2
Inject-Tite™ Ultimate Tensile Strength 3380 7197 9925 14805 25771 46000 64000 86258
AWF Ulitmate Tensile Strength 3203 7606 9379 15650 26298 32430
Hole Depth 1 3/4 2 3/4 3 1/4 4 1/8 6 1/4 7 1/2 9 1/2 12 1/2
Inject-Tite™ Ultimate Tensile Strength 3162 7634 10142 13387 26100 46000 64000 86258
AWF Ulitmate Tensile Strength 2916 7552 9379 16687 28404 32430
Carbon Slam-Tite™ Slam-Tite™ Drill Hole Diameter Depth N/A N/A 1/2 3 1/2 3 1/2 5/8 4 1/4 7/8 6 1/4 1 7 1 1/2 9 303 Stainless Steel Slam-Tite™ Drill Diameter N/A 1/2 1/2 5/8 7/8 1 1 1/2
Slam-Tite™ Hole Depth N/A 3 3 1/2 4 1/4 6 1/4 7 9
Slam-Tite™ Capsule Used N/A 3/8 3/8 1/2 7/8 7/8 1 Slam-Tite™ Capsule Used N/A 3/8 3/8 1/2 7/8 7/8 1
316 Stainless Steel Slam-Tite™ Drill Diameter N/A 1/2 1/2 5/8 7/8 1 1 1/2
Slam-Tite™ Hole Depth N/A 3 3 1/2 4 1/4 6 1/4 7 9
Slam-Tite™ Capsule Used N/A 3/8 3/8 1/2 7/8 7/8 1
Slam-Tite™ Ultimate Tensile Strength N/A 4879 9597 13142 27087
Slam-Tite™ Ultimate Tensile Strength N/A 6570 9679 15105 25771
Slam-Tite™ Ultimate Tensile Strength N/A 6570 9679 15105 25771
NOTES: ■ 1 FRICTION-FIT™ without full epoxy cure is for light-duty temporary holding only and produces far less than advertised ultimate holding values. ■ 2 Pre-drilled hole in fixture must be large enough to accommodate correct size of carbide-drill bit. ■ Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death.
■ Ultimate values are shown. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor. ■ Install POWER-Sert™ anchors only with epoxy supplied with anchors or ANKR-TITE® Fastening Systems branded epoxy products. ■ Use cure times recommended by epoxy manufacturer before applying full load to anchor. 29 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
MINIMUM CURE TIMES
Minimum Cure Time Minimum Cure Time AWF Standard Set Fast Set AWF Standard Set Fast Set Substrate Temp. Epoxy Epoxy Epoxy Epoxy Epoxy Epoxy 40˚F (5˚C) 90 min F 48 hrs 20 min F 24 hrs 65˚F (18˚C) 45 min 48 hrs 36 hrs 8 min 24 hrs 8 hrs 35 min 36 hrs 24 hrs 7 min 12 hrs 2.5 hrs 70˚F (21˚C) 80˚F (27˚C) 30 min 24 hrs 12 hrs 6 min 6 hrs 2 hrs 100˚F (38˚C) 25 min 12 hrs 6 hrs 5 min 4 hrs 1 hr 1. Cure Time is time required before epoxy reaches ultimate strength. Minimum Cure Time is minimum time required before the design or allowable load may be applied. 2. Anchors are to be undisturbed during the minimum cure time. 3. F indicates Fast Set is recommended.
EDGE DISTANCE AND SPACING REQUIREMENTS Catalog Number PS2-14 PS2-56 PS2-38 PS2-12 PS2-58 PS2-34 PS2-1
Embedment Depth 1 5/8 2 3/8 2 3/4 3 3/4 5 3/4 6 1/2 8 1/2
Minimum Edge Distance 1 5/8 2 3/8 2 3/4 3 3/4 5 3/4 6 1/2 8 1/2
INSTALLATION INSTRUCTIONS
Minimum Spacing
Thread Depth
2 3/8 4 3/4 5 1/2 7 3/8 8 5/8 9 3/4 17
1/2 3/4 1 1 1 1/2 1 1/2 2
ORDER INFORMATION Catalog Number Carbon Steel Stainless Steel Bolt Zinc Plate (303) (316) Size (in) PS2-14 PSS-14 PS6-14 1/4 PS2-56 PSS-56 PS6-56 5/16 PS2-38 PSS-38 PS6-38 3/8 PS2-12 PSS-12 PS6-12 1/2 PS2-58 PSS-58 PS6-58 5/8 PS2-34 PSS-34 PS6-34 3/4 PS2-1 PSS-1 PS6-1 1
Dimensions & Length (in) 5/16 x 1 9/16 7/16 x 2 3/8 1/2 x 2 3/4 5/8 x 3 11/16 7/8 x 5 3/4 1 x 6 1/2 1 1/2 x 8 1/2
Quantity Box Carton 100 800 100 800 50 400 25 200 10 80 5 40 5 15
ESTIMATE GUIDE Estimated anchors per cartridge Bolt Drill Minimum 8.5oz. 22oz. 28oz. Size Diameter Hole Cartridge Cartridge Cartridge 1/4 5/16 1 3/4 165 463 590 5/16 7/16 2 3/4 52 151 192 3/8 1/2 3 1/4 32 86 110 1/2 5/8 4 1/8 19 51 64 5/8 7/8 6 1/4 6 17 22 3/4 1 7 1/2 5 11 14 1 1 1/2 9 1/2 2 4 5
800-343-1264
www.wejit.com
1. Select the proper size drill bit from the estimating guide. Drill the hole perpendicular to the work surface.* To assure full holding power, do not ream the hole or allow the drill to wobble. 2. Thoroughly clean hole with compressed air and a stiff nylon or wire brush. Repeate cleaning process 3 times. Dust and debris left in hole will significantly reduce the holding capacity of the anchor. 3. Inject Inject-TITE™ Two-Part Structural Epoxy into hole to approximately 1/3 to half full.
1
2
3
4
5
6
4. Choose a bolt equal in length to the thread depth plus the material depth. Thread bolt into POWER-Sert™ anchor so that offset is equal to the thickness of material to be fastened. Insert POWER-Sert™ anchor
into hole with slight twisting motion. 5. Drive anchor home with several sharp hammer blows to the head of the nut. 6. Allow epoxy to cure prior to applying maximum load. * Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover.
WEJ-IT FASTENING SYSTEMS - 30
Inject-TITE ™ AWF All-Weather Formula Epoxy Acrylate
SPECIFICATIONS, APPROVALS AND LISTINGS T YPE State DOT Approvals ASTM
KEY FEATURES/BENEFITS ■ Works in all base materials. Concrete, brick, and stone masonry. ■ Wide variety of applications. ■ Working Range: -15˚F to 120˚F. ■ Sets in water-filled and Damp Holes. ■ Styrene Free.
*Drill Bits on Page 11-13
Call Customer Service C-881 , Types 1, II, IV and V Grade 3, Class A, B & C
RESISTENCE OF INJECT-TITE AWF TO CHEMICALS Chemical Sulphuric Acid
Chemical Tested Behavior Concentrate 30% * TENSION VALUES FOR A-36 THREADED ROD 10% + Ultimate Hydrochloric Acid Concentrate Anchor Drill Critical Edge Min. Edge Tension 10% + Diameter Diameter Embedment Distance Distance 2,300 4,300 Nitric Acid Concentrate (in.) (in) (in) (in) (in) psi psi Shear 10% * Phosphoric Acid Concentrate + 3/8 7/16 1 11/16 4 1/2 1 1/2 3520 5330 10% + 3/8 7/16 3 3/8 4 1/2 1 1/2 10685 10785 4500 Acetic Acid Concentrate * 1/2 9/16 2 1/4 6 2 6435 9780 10% + 1/2 9/16 4 1/2 6 2 15405 19985 7720 Formic Acid Concentrate 5/8 3/4 2 13/16 7 1/2 2 1/2 10600 17315 10% * 5/8 3/4 5 5/8 7 1/2 2 1/2 29465 32730 12000 Lactic Acid Concentrate + 10% + 3/4 7/8 3 3/8 9 3 15780 24285 3/4 7/8 6 3/4 9 3 28995 43460 17440 Citric Acid 10% + Sodium Hydroxide 40% * 7/8 1 3 15/16 10 1/2 3 1/2 17425 31795 Caustic Soda 20% + 7/8 1 7 7/8 10 1/2 3 1/2 40235 56865 23600 5% + 1 1 1/8 4 1/2 12 4 22980 35400 Ammonia Concentrate * 1 1 1/8 9 12 4 54715 54945 26000 5% + 1 1/4 1 3/8 5 5/8 13 1/2 5 33220 54230 Soda Solution 10% + 1 1/4 1 3/8 11 1/4 13 1/2 5 74125 80180 48000 Common Salt Solution 10% + Chlorinated Lime Solution 10% + HEAR AND TENSION VALUES FOR REINFORCING BAR Sodium Hypochlorite 2% + Hydrogen Peroxide 10% + Ultimate Carbolic Acid Solution 10% Rebar Drill Critical Edge Min. Edge Tension Ultimate Shear Ethanol Size Diameter Embedment Distance Distance 2300 psi Grade 40 Grade 60 Sea Water + Glycol + #3 7/16 3 3/8 4 1/2 1 1/2 6220 8800 10560 Acetone #4 5/8 4 1/2 6 2 16430 16000 19200 Carbon Tetrachloride #5 3/4 5 5/8 7 1/2 2 1/2 23310 24800 29760 Tolulene * #6 7/8 6 3/4 9 3 31145 35200 42240 Petrol/gasoline * #7 1 7 7/8 10 1/2 3 1/2 36975 48000 57600 Machine Oil * #8 1 1/8 9 12 4 43320 62400 74880 Diesel Oil * #9 1 3/8 11 1/4 13 1/2 5 61340
TECHNICAL INFORMATION
S
Key:
31 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
- Non Resistant + Resistant * Limited Resistance
800-343-1264
ESTIMATING GUIDE
NUMBER OF HOLES PER 28OZ. CARTRIDGE
Threaded Rod in Concrete Rod Size Hole Size 2 (inches) (inches) 3/8 7/16 244 1/2 9/16 173 5/8 3/4 89 3/4 7/8 71 7/8 1 60 1 1 1/8 48 1 1/8 1 1/4 43 1 1/4 1 3/8 37 1 1/2 1 5/8 29 Rebar in Concrete Hole Size Rebar Size (inches) No. 3 1/2 207 No. 4 5/8 162 No. 5 3/4 131 No. 6 7/8 104 No. 7 1 92 No. 8 1 1/8 79 No. 9 1 3/8 39 No. 10 1 1/2 38
3
4
5
163 116 60 47 39 33 29 25 20
122 87 45 36 31 24 22 19 15
98 70 36 19 24 20 18 15 13
Embedment Depth (inches) 6 7 8 9 10 11 Number of Holes per 28oz. Cartridge 81 70 61 55 50 45 59 50 43 37 36 32 31 25 23 20 18 17 24 20 18 17 14 13 20 15 15 14 13 11 17 14 13 11 10 9 15 13 11 10 9 9 13 11 10 9 8 8 10 9 8 6 6 6
139 108 88 70 61 52 27 25
104 81 66 52 46 39 20 19
84 65 52 41 37 32 17 15
Number of Holes per 28oz. Cartridge 70 60 52 47 42 38 55 47 41 37 33 31 45 38 33 29 27 24 36 31 27 24 22 19 31 27 23 20 19 17 27 23 20 18 17 15 14 11 10 9 9 8 13 11 10 9 8 8
12
13
14
15
16
17
18
19
20
41 29 15 13 10 9 8 6 5
38 27 14 11 10 8 8 6 5
36 24 13 10 9 8 6 6 5
33 23 13 10 9 6 6 5 4
31 22 11 9 8 6 6 5 4
29 20 11 9 8 6 5 5 4
28 19 10 9 8 6 5 5 4
27 19 10 8 6 5 5 4 4
26 18 9 8 6 5 5 4 4
36 28 22 18 15 14 8 6
33 25 20 17 14 13 6 6
31 24 19 15 14 11 6 6
28 22 18 14 13 11 5 5
27 20 17 14 11 10 5 5
25 19 15 13 11 10 5 5
24 19 15 13 10 9 5 5
23 18 14 11 10 9 5 5
22 18 14 11 10 9 4 4
13
14
15
16
17
18
19
20
12 8 4 3 3 2 2 2 2
11 7 4 3 3 2 2 2 2
10 7 4 3 3 2 2 2 2
9 7 3 3 2 2 2 2 1
9 6 3 3 2 2 2 2 1
9 6 3 3 2 2 2 2 1
8 6 3 2 2 2 2 1 1
8 5 3 2 2 2 2 1 1
10 8 6 5 4 4 2 2
9 7 6 5 4 3 2 2
9 7 5 4 4 3 2 2
8 6 5 4 3 3 2 2
8 6 5 4 3 3 2 2
7 6 5 4 3 3 2 2
7 5 4 3 3 3 2 2
7 5 4 3 3 3 1 1
ESTIMATING GUIDE
8.5 FLUID ONCE CARTRIDGE
NUMBER OF ANCHORING INSTALLATIONS PER CARTRIDGE* THREADED ROD
Threaded Rod in Concrete Rod Size Hole Size 2 (inches) (inches) 3/8 7/16 74 1/2 9/16 53 5/8 3/4 27 3/4 7/8 22 7/8 1 18 1 1 1/8 15 1 1/8 1 1/4 13 1 1/4 1 3/8 11 1 1/2 1 5/8 9 Rebar in Concrete Hole Size Rebar Size (inches) No. 3 1/2 63 No. 4 5/8 49 No. 5 3/4 40 No. 6 7/8 32 No. 7 1 28 No. 8 1 1/8 24 No. 9 1 3/8 12 No. 10 1 1/2 12
3
4
5
49 35 18 14 12 10 9 8 6
37 26 14 11 9 7 7 6 5
30 21 11 9 7 6 5 5 4
Embedment Depth (inches) 6 7 8 9 10 11 12 Number of Holes per 8.5oz. Cartridge 25 21 19 17 15 14 12 18 15 13 11 11 10 9 9 8 7 6 5 5 5 7 6 5 5 4 4 4 6 5 5 4 4 3 3 5 4 4 3 3 3 3 5 4 3 3 3 3 2 4 3 3 3 2 2 2 3 3 2 2 2 2 2
42 33 27 21 19 16 8 8
32 25 20 16 14 12 6 6
26 20 16 12 11 10 5 5
Number of Holes per 8.5oz. Cartridge 21 18 16 14 13 12 11 17 14 12 11 10 9 9 14 12 10 9 8 7 7 11 9 8 7 7 6 5 9 8 7 6 6 5 5 8 7 6 5 5 5 4 4 3 3 3 3 2 2 4 3 3 3 2 2 2
MINIMUM CURE TIMES Minimum Substrate Temp. -15˚F/-26˚C -5˚F/-21˚C 0˚F/-18˚C 5˚F/-15˚C 20˚F/-7˚C 40˚F/4˚C 50˚F/10˚C 60˚F/16˚C 70˚F/21˚C 80˚F/27˚C 100˚F/38˚C 120˚F/49˚C 800-343-1264
Gel Time 8 hrs. 6 hrs. 4 hrs. 3 hrs. 45 min. 20 min. 15 min. 8 min. 7 min. 6 min. 5 min. 4 min.
Cure Time 36 hrs. 28 hrs. 24 hrs. 22 hrs. 6 hrs. 90 min. 60 min. 45 min. 35 min. 30 min. 25 min. 20 min.
SHELF LIFE
12 months in original unopened container Storage over 80˚F Significantly decreases shelf life.
STORAGE CONDITIONS
Store at 40-80˚F Do Not Allow to Freeze Store in a Cool/Dry Location
Health Flammable Reactive
3 1 2
* The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste.
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 32
ORDER INFORMATION ALL WEATHER FORMULA
Catalog Number ECA28 ECA8
New
INSTALLATION INSTRUCTIONS
Description AWF 28oz. Cartridge AWF 8.5oz. Cartridge
1.
Select the proper drill bit. Using a solid carbide tipped drill bit that meets the ANSI B212.15 standard and a hammer drill. Proceed to drill the hole perpendicular to the surface and do not allow it to wobble or ream out the hole.*
2.
Cleanliness of all components is very important to the successful use of any adhesive system. Using clean dry oil-free compressed air or a vacuum, remove the bulk of the dust and debris from the bottom of the hole. Next — Using a brush that is at least as big as the hole in diameter (stiff nylon or wire) or a combination of multiple brushes that are together more than the hole diameter, brush the hole top to bottom and back, being very careful to clean the entire bore all the way to the bottom of the hole. This must be done at least 3 times. The idea is to clear the concrete of dust allowing a good flow of adhesive into the porosity of the concrete. Using clean dry oil-free compressed air (air nozzle and plastic tube for extension to the bottom the hole would work well for this) blow out the dust that is brushed off of the walls of the hole. Note — repeated brushings will not significantly affect hole diameter. Finally — take the brush and repeat the brushing/blowing procedure until no visible dust or debris is blown out of the hole. (No less than two more times) IF you do not follow these cleaning procedures, you could significantly reduce or eliminate the holding capacity of this anchoring system.
3.
Remove cartridge cap and D-shaped plugs. Place cartridge in dispensing tool and dispense a small amount of adhesive until both black and white components are being ejected. Place a mixing nozzle and retaining nut over the cartridge end and tighten. Now install the cartridge with static mixing nozzle into the injection tool.
4.
Make sure that adhesive is properly mixed (uniform gray color) when coming out of the end of the static mixing nozzle before filling any hole. This verification should be done on a piece of disposable material and not in the hole. Run a bead and check it to be sure.
Box Quantity 8 12
Fits standard 10oz. Caulking Gun Catalog Number EHT28 EHT10
Description Box Quantity Manual Dispensing Tool 28 oz. 1 Manual Dispensing Tool 8.5 oz 1
STATIC MIXING NOZZLES (BREAK-OFF TYPE) Catalog Number
ECANZ12 ENZ12 ENZ38
Description
Box Quantity
1/2” Nozzle for 8.5 oz. Cartridge 6/Package 1/2” Nozzle 6/Package 3/8” Nozzle 6/Package
SCREENS FOR HOLLOW WALL APPLICATIONS Nylon ESCN3814 ESCN1214 ESCN5814 ESCN3414
3/8 x 14 1/2 x 14 5/8 x 14 3/4 x 14
Inject-TITE™ Anchors in Concrete
1 1 1 1
5.
Starting at the BOTTOM of the hole to avoid air pockets inject Inject-Tite® epoxy into the hole until it’s 1/3 to 1/2 full.
6.
Slowly push anchor into the hole, rotating in a clockwise motion. See chart on page 21 for initial bolt-up and cure times.
1
2
3
4
5
6
*New SS Screens see page 36 Inject-TITE™ Anchors in Masonry
STUD ASSEMBLIES - STRAIGHT CUT Catalog Number Carbon Steel Stainless Steel Grade 2 304 316 CS238-S CSS38-S CS638-S CS212-S CSS12-S CS612-S CS258-S CSS58-S CS658-S CS234-S CSS34-S CS634-S CS278-S CSS78-S CS678-S CS210-S CSS10-S • CS2114-S • •
Dimension (in.)
7.
Quantity Box/Carton
Inject epoxy starting from the bottom of the screen. Insert screen into the hole. Follow Step 6.
1
3/8 x 5 1/2 x 6 1/4 5/8 x 7 1/2 3/4 x 9 1/2 7/8 x 10 1/4 1 x 11 3/4 1 1/4 x 14
50/300 25/150 10/60 10/40 10/40 5/20 5/20
Stud Assemblies -- Nuts and Washers Included. For Use with Epoxy and Slam-Tites. * Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
Notes:
2
3
4
5
6
8.5 oz. Cartridge Instructions: 1. Remove plug from small end of cartridge. 2. Screw static mixed onto cartridge. 3. Place assembled cartridge into caulking gun. 4. Extrude material until uniform color is achieved. Dispense under constant uniform pressure. If dispensing is altered, re-establish uniform color prior to continuing. When using a hand gun, release pressure from gun by pressing thumb button at every pause in dispensing. Re-establish uniform color prior to continuing.
■
Blended epoxy should be a consistent gray color. Do not use epoxy which is not blended.
■
Do not allow mixture to remain in nozzle for more than allowed gel time without movement or setting may occur.
■
WA RNING: Avoid contact with skin and eyes. Avoid breathing vapors. May cause allergic reaction. TREAT EYE CONTACT: Immediately flush eyes with water for 15 minutes. Obtain medical attention. TREAT SKIN CONTACT: Wipe off and immediately wash with soap and water. TREAT INGESTION: Do not induce vomiting. Give water or milk to dilute and obtain medical attention. CLEAN SPILLS: Insure adequate ventilation. Use absorbent material. FIGHT FIRE: Use CO2, Foam or Dry Chemical. Do not enter a confined area without SCBA. FOR INDUSTRIAL USE ONLY.
33 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
22 fl. oz. PART # ECT22 For use with EHT hand tool and ENZ38 or ENZ12 nozzles.
Solvent-free, Non-shrink, Two-part Structural Epoxy EPOXY FASTENING SYSTEM
Manufactured and distributed by
™
ANKR-TITE® Fastening Systems 2415 E. 13th Place Tulsa, OK 74104-4499 1-800-343-1264
SPECIFICATIONS, APPROVALS AND LISTINGS
Inject-TITE ™ Two-Part Structural Epoxy Fast-Set Formula
T YPE State DOT Approvals ASTM
KEY FEATURES/BENEFITS
Call Customer Service C-881 , Types 1 and IV, Grade 3, Class B&C
Non-Shrink. Won’t shrink and cause unwanted forces in member. ICC-ESR 3122 Non-Sag. Can be used easily in overhead applications. 2006 International Building Code® (2006 IBC) Low Odor. Eliminates annoying odors. 2006 International Residential Code® (2006 IRC) Solvent Free. Allows for greater flexibility in applications. 2003 International Building Code® (2003 IBC) Eliminates Expansion Forces. Can be used close to a free edge. 2003 International Residential Code® (2003 IRC) Long Life. Two-year shelf life and not sensitive to UV light or heat after cured. 1997 Uniform Building CodeTM (UBC) Wide Range of Applications. Can be used in a wide 2007 Florida Building Code (Building) variety of applications, including concrete, masonry, and mortar. 2007 Florida Building Code (Residential) ■ Water Insensitive Before, During & After Cure. Can be used in water-filled or moist holes. ■ Resists tensile and shear loads due to earthquake and wind. Can be used in areas with seismic concerns. ■ Weather Resistant. Can be used in locations subject to severe exterior weather conditions.
■ ■ ■ ■ ■ ■ ■
TECHNICAL INFORMATION - INJECT-TITE™ TWO-PART STRUCTURAL EPOXY
ULTIMATE LOADS FOR THREADED ROD INSTALLED IN HOLLOW BLOCK USING INJECT-TITE™ FAST-SET FORMULA
ULTIMATE LOAD (LBS) FOR THREADED ROD INSTALLED IN STONE AGGREGATE CONCRETE AND STATIC LOADING CONDITIONS Stud Drill Bit Ultimate Bond Strength A 36 Rod Diameter Diameter Embedment Concrete Strength Ultimate (in) (in) (in) 2500 psi 4000 psi 5500 psi Shear 3/8 3/8 3/8
7/16 9/16 7/16
3 3/8 3 3/8 5 5/8
7300 9560 10980
8250 • 11360
9200 • 11740
4500 • 4500
1/2 1/2 1/2
9/16 11/16 9/16
4 1/2 4 1/2 7 1/2
10540 14640 14660
11730 • 17010
12920 • 19360
7720 • 7720
5/8 5/8 5/8
3/4 7/8 3/4
5 5/8 5 5/8 9 3/8
14800 23340 21560
18870 • 26260
22940 • 30960
12000 • 12000
3/4 3/4 3/4
7/8 1 7/8
6 3/4 6 3/4 11 1/4
22380 29850 30320
25870 34340 34340
29360 38360 38360
17440 • 17440
7/8
1
7 7/8
43280
•
•
23600
1 1 1/4
1 1/8 1 3/8
9 11 1/4
55650 77860
• •
• •
26000 48000
Threaded Rod Diameter (inches) 3/8 1/2 5/8 3/4
Drill Bit Diameter
Embedment Depth
Tension Load
Shear Load
(inches) 1/2 5/8 3/4 7/8
(inches) 3 1/2 4 4 1/2 6
(lbs) 1,500 2,500 3,000 4,000
(lbs) 3,000 4,000 5,000 6,000
ULTIMATE LOADS FOR THREADED ROD INSTALLED IN GROUT FILLED BLOCK USING INJECT-TITE™ FAST-SET FORMULA Threaded Rod Diameter (inches) 3/8 1/2 5/8 3/4
Drill Bit Diameter
Embedment Depth
Tension Load
Shear Load
(inches) 7/16 9/16 3/4 7/8
(inches) 3 1/2 4 1/2 5 6 1/2
(lbs) 6,900 8,600 11,000 15,000
(lbs) 4,500 6,500 9,500 11,500
*Drill Bits on Page 11-13
AVERAGE ULTIMATE LOAD (LBS) FOR REINFORCING BAR INSTALLED IN NORMAL WEIGHT CONCRETE. Rebar Size (in)
Drill Bit Diameter (in)
Embedment (in)
4 5 6 8 9 10
1/2 5/8 3/4 1 1 1/8 1 1/4
3 3/8 4 1/2 5 5/8 6 3/4 7 7/8 9
■
Tension Ultimate Bond Strength Concrete Strength 2500 psi 4000 psi 5500 psi 7080 12300 16000 39035 36740 42670
9050 14730 18810 • • •
11020 17160 21620 • • •
For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 34
MINIMUM CURE TIMES
ESTIMATING GUIDE - SOLID CONCRETE
Fast Set Cure Time 48 hrs 36 hrs 24 hrs 12 hrs 6 hrs
Minimum Substrate Temp. 40˚F (5˚C) 65˚F (18˚C) 70˚F (21˚C) 80˚F (27˚C) 100˚F (38˚C)
Number of Holes per Cartridge Bolt Size (in.) 3/8 1/2 5/8 3/4 7/8 Hole Size (in.) 7/16 9/16 3/4 7/8 1 8.5oz. 22oz. 8.5oz. 22oz. 8.5oz. 22oz. 8.5oz.22oz. 8.5oz. 22oz. 3” 49 128 35 91 14 47 14 37 12 31 4” 37 96 26 68 11 35 11 28 9 24 5” 30 77 21 55 9 28 9 23 7 19 6” 25 64 18 46 7 24 7 19 6 16 7” 21 55 15 39 6 20 6 16 5 12 8” 19 48 13 34 5 18 5 14 5 12 9” 17 43 11 29 5 16 5 13 4 11
Fast Set Minimum Cure Time 24 hrs 8 hrs 2.5 hrs 2 hrs 1 hrs
1. Cure Time is time required before epoxy reaches ultimate strength. Minimum Cure Time is minimum time required before the design or allowable load may be applied. 2. Anchors are to be undisturbed during the minimum cure time. 3. GEL TIME: (60 g. mass); 35 min. at 73˚F ± 2˚ (23˚C) for Standard Set; 8 min. at 73˚F ± 2˚ (23˚C) for Fast Set.
INSTALLATION INSTRUCTIONS 1.
Select the proper drill bit. Using a solid carbide tipped drill bit that meets the ANSI B212.15 standard and a hammer drill. Proceed to drill the hole perpendicular to the surface and do not allow it to wobble or ream out the hole.*
2.
Cleanliness of all components is very important to the successful use of any adhesive system. Using clean dry oil-free compressed air or a vacuum, remove the bulk of the dust and debris from the bottom of the hole. Next — Using a brush that is at least as big as the hole in diameter (stiff nylon or wire) or a combination of multiple brushes that are together more than the hole diameter, brush the hole top to bottom and back, being very careful to clean the entire bore all the way to the bottom of the hole. This must be done at least 3 times. The idea is to clear the concrete of dust allowing a good flow of adhesive into the porosity of the concrete. Using clean dry oil-free compressed air (air nozzle and plastic tube for extension to the bottom the hole would work well for this) blow out the dust that is brushed off of the walls of the hole. Note — repeated brushings will not significantly affect hole diameter. Finally — take the brush and repeat the brushing/blowing procedure until no visible dust or debris is blown out of the hole. (No less than two more times) IF you do not follow these cleaning procedures, you could significantly reduce or eliminate the holding capacity of this anchoring system.
3.
Remove cartridge cap and D-shaped plugs. Place cartridge in dispensing tool and dispense a small amount of adhesive until both black and white components are being ejected. Place a mixing nozzle and retaining nut over the cartridge end and tighten. Now install the cartridge with static mixing nozzle into the injection tool.
4.
Make sure that adhesive is properly mixed (uniform gray color) when coming out of the end of the static mixing nozzle before filling any hole. This verification should be done on a piece of disposable material and not in the hole. Run a bead and check it to be sure.
ALLOWABLE SPACING & EDGE DISTANCE Distance for Full Anchor Capacity (Critical Distance) Spacing Between Anchors
Distance for Reduced Anchor Capacity (Minimum Distance)
Reduction Factor
24D
8D
.90
Edge Distance Tension Loads
12D
See Below
See Below
Edge Distance Shear Loads Thd. Rod
12D
4D
.21
Edge Distance Shear Loads Rebar
16D
4D
.15
MINIMUM EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ANCHORS INSTALLED IN CONCRETE Stud Size (in.) 3/8 1/2 5/8 3/4 7/8 1 1 1/4
Minimum Edge Distance 1 1/2 1 3/4 1 3/4 1 3/4 3 1/2 4 5
Reduction Factor .70 .66 .70 .70 .70 .70 .70
Inject-TITE™ Anchors in Concrete 5.
Starting at the BOTTOM of the hole to avoid air pockets inject Inject-Tite® epoxy into the hole until it’s 1/3 to 1/2 full.
6.
Slowly push anchor into the hole, rotating in a clockwise motion. See chart on page 21 for initial bolt-up and cure times.
SHELF LIFE ■ Two-year shelf life
1
STORAGE CONDITIONS ■ Store at 40° - 95° F, Do Not Allow to Freeze ■ Precondition cartridges to over 73° F ■ For cold weather (Below 70° F), precondition cartridges slowly to 8090° F for easier dispensing. ■ Store in a Cool/Dry Location
2
3
4
5
6
Inject-TITE™ Anchors in Masonry 7.
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
Inject epoxy starting from the bottom of the screen. Insert screen into the hole. Follow Step 6.
1
2
3
4
5
6
Notes: ■
Blended epoxy should be a consistent gray color. Do not use epoxy which is not blended.
■
Do not allow mixture to remain in nozzle for more than allowed gel time without movement or setting may occur.
■
WARNING: Avoid contact with skin and eyes. Avoid breathing vapors. May cause allergic reaction. TREAT EYE CONTACT: Immediately flush eyes with water for 15 minutes. Obtain medical attention. TREAT SKIN CONTACT: Wipe off and immediately wash with soap and water. TREAT INGESTION: Do not induce vomiting. Give water or milk to dilute and obtain medical attention. CLEAN SPILLS: Insure adequate ventilation. Use absorbent material. FIGHT FIRE: Use CO2, Foam or Dry Chemical. Do not enter a confined area without SCBA. FOR INDUSTRIAL USE ONLY.
35 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
Health Flammable Reactive
3 1 2
800-343-1264
ORDER INFORMATION INJECT-TITE™ ADHESIVE ANCHORS 22 fl. oz. PART # ECT22 For use with EHT hand tool and ENZ38 or ENZ12 nozzles.
Solvent-free, Non-shrink, Two-part Structural Epoxy EPOXY FASTENING SYSTEM
Manufactured and distributed by
™
ANKR-TITE® Fastening Systems 2415 E. 13th Place Tulsa, OK 74104-4499 1-800-343-1264
Catalog Number Description Two component Cartridges ECT8F Fast Set Epoxy ECT22F Fast Set Epoxy Catalog Number
Box Quantity
Fits Standard 10 oz. Caulking Gun
Description
New
Box Quantity
STATIC MIXING NOZZLES (BREAK-OFF TYPE) ECTNZ12 ENZ12 ENZ38
Nozzle for 8.5 oz. Cartridge 1/2” x 18” Nozzle 3/8” x 18” Nozzle
6/Package 6/Package 6/Package
INJECT-TITE FAST SET EPOXY AHDESIVE SYSTEM Manual Dispensing Tool: EHT10 EHT22
RESISTENCE OF INJECT-TITE FAST SET TO CHEMICALS For 8.5 oz Cartridges For 22 oz Cartridges
Screens for Hollow Wall Applications NYLON SCREEN ROD DIAMETER ESCN3814 3/8” x 14” 3/8” ESCN1214 1/2” x 14” 1/2” ESCN5814 5/8” x 14” 5/8” ESCN3414 3/4” x 14” 3/4”
1 1
Chemical Alkalinize Base Material
DRILL BIT SIZE BOX QUANTITY 1/2” 1 5/8” 1 3/4” 1 7/8” 1
Concrete Acid
New
Stainless Steel Short Screens for Brick and Block STAINLESS SCREEN ROD DIAMETER DRILL BIT SIZE BOX QUANTITY ESCS3832 3/8 x 3 1/2” 3/8” 1/2” 1 ESCS1232 1/2 x 3 1/2” 1/2” 5/8” 1 STAINLESS ESCS3860 ESCS3810 ESCS1260 ESCS1210 ESCS5860 ESCS5810 ESCS3410 ESCS3413
SCREEN 3/8 x 6” 3/8 x 10” 1/2 x 6” 1/2 x 10” 5/8 x 6” 5/8 x 10” 3/4 x 10” 3/4 x 13”
ROD DIAMETER 3/8” 3/8” 1/2” 1/2” 5/8” 5/8” 3/4” 3/4”
DRILL BIT SIZE BOX QUANTITY 1/2” 1 1/2” 1 5/8” 1 5/8” 1 3/4” 1 3/4” 1 7/8” 1 7/8” 1
STUD ASSEMBLIES - STRAIGHT CUT Catalog Number Carbon Steel Stainless Steel Grade 2 304 316 CS238-S CSS38-S CS638-S CS212-S CSS12-S CS612-S CS258-S CSS58-S CS658-S CS234-S CSS34-S CS634-S CS278-S CSS78-S CS678-S CS210-S CSS10-S • CS2114-S • •
Solvents
Chemicals Used on Jobsites
Environmental Chemicals
Dimension Quantity (in.) Box/Carton
3/8 x 5 1/2 x 6 1/4 5/8 x 7 1/2 3/4 x 9 1/2 7/8 x 10 1/4 1 x 11 3/4 1 1/4 x 14
Not Chemical Tested Resistant Resistant Concrete Drilling Mud (10%) pH=12.6 * Concrete Drilling Mud (10%) pH=13.2 * Concrete Potash Solution (10%) pH=14.0 * Acetic Acid (10%) * Nitric Acid (10%) * Hydrocloric Acid (10%) 3mo. * Sulfuric Acid (10%) * concrete was dissolved by acid Benzyl Alchol * Ethanol * Ethyl Acetate * Methyl Ethyl Ketone (MEK) * Trichlorethylene * Xylene (mixture) * Concrete Plasticizer * Diesel Oil * Oil * Petrol/gasoline * Forming Oil (oil for form work * Salt Water * de-mineralized water * Salt spray tests * SO2 * Environment/Weather
*
50/300 25/150 10/60 10/40 10/40 5/20 5/20
Stud Assemblies -- Nuts and Washers Included. For Use with Epoxy and Slam-Tites.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 36
22 fl. oz. PART # ECT22 For use with EHT hand tool and ENZ38 or ENZ12 nozzles.
Solvent-free, Non-shrink, Two-part Structural Epoxy EPOXY FASTENING SYSTEM
Manufactured and distributed by
™
ANKR-TITE® Fastening Systems 2415 E. 13th Place Tulsa, OK 74104-4499 1-800-343-1264
Inject-TITE™ Two-Part Structural Epoxy Standard Set Formula
SPECIFICATIONS, APPROVALS AND LISTINGS
KEY FEATURES/BENEFITS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
Non-Shrink. Won’t shrink and cause unwanted forces in member. Non-Sag. Can be used easily in overhead applications. Low Odor. Eliminates annoying odors. Solvent Free. Allows for greater flexibility in applications. Eliminates Expansion Forces. Can be used close to a free edge. Long Life. Two year shelf life and not sensitive to UV light or heat after cured Wide Range of Applications. Can be used in a wide variety of applications, including concrete, masonry, and mortar. Water Insensitive Before, During & After Cure. Can be used in water-filled or moist holes. Resists tensile and shear loads due to earthquake and wind. Can be used in areas with seismic concerns. Weather Resistant. Can be used in locations subject to severe exterior weather conditions.
TECHNICAL INFORMATION - INJECT-TITE® TWO-PART STRUCTURAL EPOXY AVERAGE ULTIMATE LOAD (LBS) FOR A-36 THREADED ROD INSTALLED IN STONE AGGREGATE CONCRETE AND STATIC LOADING CONDITIONS Stud Hole Ultimate Bond Strength Ultimate Diameter Diameter Embedment Concrete Strength Shear (in) (in) (in) 2500 psi 4000 psi 5500 psi 4000psi 3/8 3/8
7/16 3/8 7/16
3 3/8 9/16 5 5/8
7300 3 3/8 10980
8250 9560 11360
9200 • 11740
4500 • 4500
1/2 1/2 1/2
9/16 11/16 9/16
4 1/2 4 1/2 7 1/2
10540 14640 14660
11730 • 17010
12920 • 19360
7720 • 7720
5/8 5/8 5/8
3/4 7/8 3/4
5 5/8 5 5/8 9 3/8
14800 23340 21560
18870 • 26260
22940 • 30960
12000 • 12000
3/4 3/4 3/4
7/8 1 7/8
6 3/4 6 3/4 11 1/4
22380 29850 30320
25870 34340 34340
29360 38360 38360
17440 • 17440
7/8 1 1 1/4
1 1 1/8 1 3/8
7 7/8 9 11 1/4
43280 55650 77860
• • •
• • •
23000 26000 48000
AVERAGE ULTIMATE LOAD (LBS) FOR REINFORCING BAR INSTALLED IN NORMAL WEIGHT CONCRETE. Rebar Size (in) 4 5 6 8 9 10 ■
Drill Diameter (in)
Embedment (in)
1/2 5/8 3/4 1 1 1/8 1 1/4
3 3/8 4 1/2 5 5/8 6 3/4 7 7/8 9
T YPE State DOT Approvals ASTM
9050 14730 18810 • • •
C-881 , Types 1 and IV, Grade 3, Class B&C 00-0229.05
Dade County
*Drill Bits on Page 11-13
MINIMUM CURE TIMES Minimum Substrate Temp. 65˚F (18˚C) 70˚F (21˚C) 80˚F (27˚C) 100˚F (38˚C)
Standard Set Cure Time 48 hrs 36 hrs 24 hrs 12 hrs
1. Cure Time is time required before epoxy reaches ultimate strength. Minimum Cure Time is minimum time required before the design or allowable load may be applied. 2. Anchors are to be undisturbed during the minimum cure time. 3. GEL TIME: (60 g. mass); 35 min. at 73˚F ± 2˚ (23˚C) for Standard Set 4. Do Not Allow to Freeze
ALLOWABLE SPACING & EDGE DISTANCE Distance for Reduced Distance for Full Anchor Anchor Capacity Reduction Capacity (Critical Distance) (Minimum Distance) Factor Spacing Between Anchors
24D
8D
.90
Edge Distance Tension Loads
12D
See Below
See Below
Edge Distance Shear Loads Thd. Rod
12D
4D
.21
Edge Distance Shear Loads Rebar
16D
4D
.15
MINIMUM EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ANCHORS INSTALLED IN CONCRETE
Tension Ultimate Bond Strength Concrete Strength 2500 psi 4000 psi 5500 psi 7080 12300 16000 39035 36740 42670
Call Customer Service
11020 17160 21620 • • •
Stud Size (in.) 3/8 1/2 5/8 3/4 7/8 1 1 1/4
Minimum Edge Distance C 1 1/2 1 3/4 1 3/4 1 3/4 3 1/2 4 5
Reduction Factor .70 .66 .70 .70 .70 .70 .70
For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor.
37 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
800-343-1264
ESTIMATING GUIDE - SOLID CONCRETE
ORDER INFORMATION INJECT-TITE® ADHESIVE ANCHORS 22 fl. oz. PART # ECT22 For use with EHT hand tool and ENZ38 or ENZ12 nozzles.
Solvent-free, Non-shrink, Two-part Structural Epoxy EPOXY FASTENING SYSTEM
Manufactured and distributed by
™
ANKR-TITE® Fastening Systems 2415 E. 13th Place Tulsa, OK 74104-4499 1-800-343-1264
Catalog Number Description Two component Cartridges ECT22 Standard Set Epoxy
Box Quantity
New
6 6
For 8.5 oz Cartridges For 22 oz Cartridges
Screens for Hollow Wall Applications NYLON SCREEN ROD DIAMETER ESCN3814 3/8” x 14” 3/8” ESCN1214 1/2” x 14” 1/2” ESCN5814 5/8” x 14” 5/8” ESCN3414 3/4” x 14” 3/4”
DRILL BIT SIZE 1/2” 5/8” 3/4” 7/8”
47 35 28 24 20 18 16
37 28 23 19 16 14 13
31 24 19 16 12 12 11
2.
Cleanliness of all components is very important to the successful use of any adhesive system. Using clean dry oil-free compressed air or a vacuum remove the bulk of the dust and debris from the bottom of the hole. Next — Using a brush that is at least as big as the hole in diameter (stiff nylon or wire) or a combination of multiple brushes that are together more than the hole diameter, brush the hole top to bottom and back, being very careful to clean the entire bore all the way to the bottom of the hole. This must be done at least 3 times. The idea is to clear the concrete of dust allowing a good flow of adhesive into the porosity of the concrete. Using clean dry oil-free compressed air (air nozzle and plastic tube for extension to the bottom the hole would work well for this) blow out the dust that is brushed off of the walls of the hole. Note — repeated brushings will not significantly affect hole diameter. Finally — take the brush and repeat the brushing/blowing procedure until not visible dust or debris is blown out of the hole. (No less than two more times) IF you do not follow these cleaning procedures, you could significantly reduce or eliminate the holding capacity of this anchoring system.
3.
Remove cartridge cap and D-shaped plugs. Place cartridge in dispensing tool and dispense a small amount of adhesive until both black and white components are being ejected. Place a mixing nozzle and retaining nut over the cartridge end and tighten. Now install the cartridge with static mixing nozzle into the injection tool.
4.
Make sure that adhesive is properly mixed (uniform gray color) when coming out of the end of the static mixing nozzle before filling any hole. This verification should be done on a piece of disposable material and not in the hole. Run a bead and check it to be sure.
Inject-TITE™ Anchors in Concrete 5.
Starting at the BOTTOM of the hole to avoid air pockets inject Inject-Tite® epoxy into the hole until it’s 1/3 to 1/2 full.
6.
Slowly push anchor into the hole, rotating in a clockwise motion. See chart on page 21 for initial bolt-up and cure times.
1
STUD ASSEMBLIES - STRAIGHT CUT
Dimension Quantity (in.) Box/Carton
Stud Assemblies -- Nuts and Washers Included. For Use with Epoxy and Slam-Tites.
7/8 1
Select the proper drill bit. Using a solid carbide tipped drill bit that meets the ANSI B212.15 standard and a hammer drill. Proceed to drill the hole perpendicular to the surface and do not allow it to wobble or ream out the hole.*
1 1 1 1
STAINLESS SCREEN ROD DIAMETER DRILL BIT SIZE BOX QUANTITY ESCS3832 3/8 x 3 1/2” 3/8” 1/2” 1 ESCS1232 1/2 x 3 1/2” 1/2” 5/8” 1 STAINLESS SCREEN ROD DIAMETER DRILL BIT SIZE BOX QUANTITY ESCS3860 3/8 x 6” 3/8” 1/2” 1 ESCS3810 3/8 x 10” 3/8” 1/2” 1 ESCS1260 1/2 x 6” 1/2” 5/8” 1 ESCS1210 1/2 x 10” 1/2” 5/8” 1 ESCS5860 5/8 x 6” 5/8” 3/4” 1 ESCS5810 5/8 x 10” 5/8” 3/4” 1 ESCS3410 3/4 x 10” 3/4” 7/8” 1 ESCS3413 3/4 x 13” 3/4” 7/8” 1
Stainless Steel 304 316 CSS38-S CS638-S CSS12-S CS612-S CSS58-S CS658-S CSS34-S CS634-S CSS78-S CS678-S CSS10-S • • •
3/4 7/8
1.
1 1
NEW Stainless Steel Short Screens for Brick and Block
Catalog Number Carbon Steel Grade 2 CS238-S CS212-S CS258-S CS234-S CS278-S CS210-S CS2114-S
5/8 3/4
INSTALLATION INSTRUCTIONS
22 oz. Cartridge Static Mixing Nozzles (break-off style): ENZ12 1/2” x 18” ENZ38 3/8” x 18”
Manual Dispensing Tool: EHT10 EHT22
Bolt Size (in.) 3/8 1/2 Hole Size (in.) 7/16 9/16 22 oz. Cartridge, Number of Holes per Cartridge 3” 128 91 4” 96 68 5” 77 55 6” 64 46 7” 55 69 8” 48 34 9” 43 29
4
3
5
6
Inject-TITE™ Anchors in Masonry 7.
3/8 x 5 1/2 x 6 1/4 5/8 x 7 1/2 3/4 x 9 1/2 7/8 x 10 1/4 1 x 11 3/4 1 1/4 x 14
2
50/300 25/150 10/60 10/40 10/40 5/20 5/20
Inject epoxy starting from the bottom of the screen. Insert screen into the hole. Follow Step 6.
1
2
3
4
5
6
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
Notes: ■
Blended epoxy should be a consistent gray color. Do not use epoxy which is not blended.
■
Do not allow mixture to remain in nozzle for more than allowed gel time without movement or setting may occur.
■
WARNING: Avoid contact with skin and eyes. Avoid breathing vapors. May cause allergic reaction. TREAT EYE CONTACT: Immediately flush eyes with water for 15 minutes. Obtain medical attention. TREAT SKIN CONTACT: Wipe off and immediately wash with soap and water. TREAT INGESTION: Do not induce vomiting. Give water or milk to dilute and obtain medical attention. CLEAN SPILLS: Insure adequate ventilation. Use absorbent material. FIGHT FIRE: Use CO2, Foam or Dry Chemical. Do not enter a confined area without SCBA. FOR INDUSTRIAL USE ONLY.
800-343-1264
www.wejit.com
Health Flammable Reactive
3 1 2
WEJ-IT FASTENING SYSTEMS - 38
Slam-TITE ™ Hammer-In Chemical Capsules KEY FEATURES/BENEFITS
APPROVALS
■ Easy to Install. No setting tool necessary, just use a hammer to drive in. ■ Economical. Minimal waste, use only the amount you require.
T YPE State DOT Approvals
Contact Customer Service
■ Reliable. Works in all types of weather. ■ Mistake Proof. 3/8” through 5/8” Capsules can be set either end up. Set larger capsules rounded end down. ■ Eliminates Expansion Forces. Can be used close to a free edge. ■ Clean. No disposal of excess material necessary. ■ Less Breakage. Innovative package design.
TECHNICAL INFORMATION MAXIMUM TENSILE CAPACITIES THREADED ROD:
MINIMUM CURE TIMES
Tensile Value Shear Value Catalog Threaded Rod Drill Embedment in 4000 psi in 4000 psi Number Diameter (in) Diameter (in) (in) Concrete (lbs) Concrete (lbs) HMC10-38 3/8 7/16 3 1/2 5395 4500 HMC12-12 1/2 9/16 4 1/4 8318 7720 HMC16-58 5/8 3/4 5 1/2 15287 12000 HMC20-34 3/4 7/8 5 3/4 17985 17440 HMC22-78 7/8 1 7 22481 23600 HMC24-1 1 1 1/8 8 1/4 32372 26000 HMC30-114 1 1/4 1 3/8 11 • 48000
REINFORCED BAR: Catalog Number
Rebar Size
Drill Diameter (in)
Embedment (in)
Tensile Value in 4000 psi Concrete (lbs)
HMC10-38 HMC12-12 HMC16-58 HMC20-34 HMC22-78 HMC24-1 NOTES:
#3 #4 #5 #6 #7 #8
1/2 5/8 3/4 1 1 1/8 1 1/4
3 1/2 4 1/4 5 1/2 5 3/4 7 8 1/4
6295 9217 15287 17985 22481 32372
Temperature (degrees Fahrenheit)
Minimum Cure Time
68 and over 50 to 68 32 to 50 23 to 32
10 minutes 20 minutes 1 hour 5 hours
EDGE DISTANCE AND SPACING REQUIREMENTS Embedment (E) in Anchor Diameters E 6d (shallow) 6d E 8d (standard) 8d E (deep)
Spacing
Edge Distance
3.5E 2.00E 1.50E
1.75E 1.00E 0.75E
■ Caution: For ultimate anchorage capacity, use lowest value of anchor capacity, concrete capacity or steel strength. ■ Information provided only for use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death. ■ Ultimate values shown. For static loads, use one-third of the maximum tensile and shear capacities for the recommended 3:1 safety factor. ■ Tensile strength data verified by FMPA at the University of Stuttgart. Available upon request. ■ Shear - A-36 rod.
STORAGE REQUIREMENTS For maximum shelf life, Slam-TITE™ Hammer-In capsules should be stored in the original packaging, in a temperature controlled environment (23-75 degrees Fahrenheit). For 3/4, 7/8, 1, 1-1/4 must be standing up with white end down. Shelf life of up to 2 years is possible, for 3/8, 1/2 and 5/8 dia.; 1 year on 3/4; 7/8; 1”+1 1/4”, but higher than recommended storage temperatures and exposure to UV rays may adversely affect the polyester resin and significantly reduce shelf life. As long as the resin has a honey-like flow (not jelled), the capsule should perform appropriately. Some crystalization is normal on 3/4 – 1-1/4. 39 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
Health Flammable Reactive
2 1 0
800-343-1264
ORDER INFORMATION Catalog Number
Nominal Diameter Capsule Stud Size (in) Dimensions (in)
HMC10-38 3/8 HMC12-12 1/2 HMC16-58 5/8 HMC20-34 3/4 HMC22-78 7/8 HMC24-1 1 HMC30-114 1 1/4
3/8 x 3 3/8 1/2 x 3 3/4 5/8 x 3 3/4 3/4 x 4 3/4 7/8 x 7 1 x 8 1/4 1 1/4 x 11
3/8 1/2 5/8 3/4 7/8 1 1 1/4
Drill Rebar Diameter Dimensions (in) 7/16 9/16 3/4 7/8 1 1 1/8 1 3/8
Drill Capsule Diameter Volume (in) (cubic in)
#3 #4 #5 #6 #7 #8 •
1/2 5/8 3/4 1 1 1/8 1 1/4 •
0.3 0.6 1.1 2.0 2.9 4.2 11.6
Embedment Quantity Depth Capsules/ (in) Box 3 1/2 4 1/4 5 1/2 5 3/4 7 8 1/4 11
10 10 10 10 6 6 2
STUD ASSEMBLIES - STRAIGHT CUT FOR HAMMER IN CAPSULES ONLY Catalog Number Carbon Steel ASTM A36 CS238-S CS212-S CS258-S CS234-S CS278-S CS210-S CS2114-S
Stainless Steel 304 316 CSS38-S CS638-S CSS12-S CS612-S CSS58-S CS658-S CSS34-S CS634-S CSS78-S CS678-S CSS10-S • • •
Dimension (in.)
Quantity Box/Carton
3/8 x 5 1/2 x 6 1/4 5/8 x 7 1/2 3/4 x 9 1/2 7/8 x 10 1/4 1 x 11 3/4 1 1/4 x 14
50/300 25/150 10/60 10/40 10/40 5/20 5/20
Stud Assemblies -- Nuts and Washers Included. For Use with Epoxy and Slam-Tites.
INSTALLATION INSTRUCTIONS 1. All surfaces should be clean and free of grease, oil, and moisture. Base materials must be at least 23˚ Fahrenheit. 2. Select the proper size drill bit. Drill the hole perpendicular to the work surface: To assure full holding power, do not ream the hole, or allow the hammer drill to wobble.*
1-3
4
5-6-7
8
3. Hole depth equals embedment depth, see chart or package for proper embedment for each specific anchor, but not closer than two anchor diameters to the bottom (opposite) surface of the concrete. 4. Clean the hole using dry compressed air and a clean wire brush. Dust and debris left in hole will significantly reduce the holding capacity of the anchor. 5. Insert straight cut stud into hole. Mark stud to indicate hole depth. Remove stud and check for dust accumulation. If dust is found, go back to step 3. Straight cut stud properly mixes the components avoid using beveled cut studs with SlamTight™. 6. Check the capsule (resin must flow like honey). The 3/8”, 1/2”, 5/8” and 3/4” capsules may be set either end down. Set larger capsules rounded end down. 7. Tap stud with hammer until capsule breaks, and then drive stud in with hammer until stud is embedded to mark, indicating desired embedment depth. 8. Avoid disturbing stud. Allow resin to cure for the specified time before loading stud. * Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover. † Fumes and contact with skin may be harmful.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 40
Chemical Capsule Anchors Spin-In KEY FEATURES/BENEFITS
APPROVALS
■ No Expansion Stress. “Synthetic mortar” bonds stud assembly to concrete. Also performs in lightweight and soft masonry substrates.
T YPE State DOT Approvals
Contact Customer Service
■ Useful in Dynamic Load Environment. Chemical bonding is less likely to “work loose” under shock conditions and vibratory loads. ■ Less Breakage. Innovative package design. ■ No Waste.
TECHNICAL INFORMATION MAXIMUM TENSILE CAPACITY Catalog Number
Embedment Depth (in.)
Drill Diameter (in.)
Tension Values 4000 psi (lbs)
Shear Values 4000 psi (lbs)
M10-38 M12-12 M16-58 M20-34 M22-78 M24-1 M30-114
3 1/2 4 1/4 5 6 5/8 7 8 1/4 11
7/16 9/16 3/4 7/8 1 1 1/8 1 3/8
4721 6744 10116 18210 22481 24954 40466
4500 7720 12000 17440 23600 26000 48000
NOTES: ■ Information provided only for use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death. ■ CAUTION: For ultimate anchorage capacity, use lowest value of bond strength, steel strength or concrete capacity. ■ Ultimate values shown. For static bonds, use one-third of the maximum tensile and shear capacities for the recommended 3:1 safety factor. ■ Shear - A-36 rod.
MINIMUM CURE TIMES Temperature (degrees Fahrenheit) 68 and over 50 to 68 32 to 50 23 to 32
EDGE DISTANCE AND SPACING REQUIREMENTS Minimum Cure Time 10 minutes 20 minutes 1 hour 5 hours
Embedment (E) in Anchor Diameters (d) E < 6d (shallow) 6d < E < 8d (standard) 8d < E (deep)
Spacing
2.00E 1.50E 1.00E
STORAGE REQUIREMENTS ® Chemical Capsules should be stored in the original packaging, in a For maximum shelf life, temperature-controlled environment (23-75 degrees Fahrenheit) that is well-ventilated and dry. Shelf life of up to 2 years is possible, but higher than recommended storage temperatures and exposure to UV rays may adversely affect the acrylic resin and significantly reduce shelf life. As long as the resin has a honey-like flow (not jelled), the capsule should perform appropriately.
41 - WEJ-IT FASTENING SYSTEMS
www.wejit.com
Edge Distance 1.00E 1.00E 0.75E
Health Flammable Reactive
2 1 0
800-343-1264
ORDER INFORMATION - CHEMICAL CAPSULES Catalog Number
Nominal Diameter (in)
Capsule Dimensions (in)
Capsule Volume (cubic in)
Drill Diameter (in)
Embedment Depth (in)
Quantity Capsules/ Box
Appropriate Stud Size (in)
M10-38 M12-12 M16-58 M20-34 M22-78 M24-1 M30-114
3/8 1/2 5/8 3/4 7/8 1 1 1/4
3/8 x 3 3/8 1/2 x 3 3/4 5/8 x 3 3/4 3/4 x 4 3/4 7/8 x 7 1 x 8 1/4 1 1/4 x 11
0.3 0.6 1.1 2.0 2.9 4.2 11.6
7/16 9/16 3/4 7/8 1 1 1/8 1 3/8
3 1/2 4 1/4 5 6 5/8 7 8 1/4 11
10 10 10 10 6 6 2
3/8 1/2 5/8 3/4 7/8 1 1 1/4
STUD ASSEMBLIES - BEVEL CUT FOR SPIN-IN CAPSULES ONLY Catalog Number Carbon Steel Stainless Steel ASTM A36 304 316 CS238 CS212 CS258 CS234 CS278 CS210 CS2114
CSS38 CSS12 CSS58 CSS34 CSS78 CSS10 •
CS638 CS612 CS658 CS634 CS678 • •
Dimensions (in.)
Quantity (in.)
3/8 x 5 1/2 x 6 1/4 5/8 x 7 1/2 3/4 x 9 1/2 7/8 x 10 1/4 1 x 11 3/4 1 1/4 x 14
50/300 25/150 10/60 10/40 10/40 5/20 5/20
INSTALLATION INSTRUCTIONS 1. All surfaces should be clean and free of grease, oil, and moisture. Base materials must be at least 23˚ Fahrenheit.
1-3
4
5
6
7
8
2. Select the proper size drill bit from the chart right. Drill the hole perpendicular to the work surface: To assure full holding power, do not ream the hole, or allow the hammer drill to wobble.* 3. Hole depth equals embedment depth, see chart or package for proper embedment for each specific anchor, but not closer than two anchor diameters to the bottom (opposite) surface of the concrete. 4. Clean the hole using dry compressed air and a clean wire brush. Dust and debris left in hole will significantly reduce the holding capacity of the anchor. 5. Insert 45° chamfered stud into hole. Mark stud to indicate hole depth. Remove stud and check for dust accumulation. If dust is found on stud, go back to step 3. Beveled cut stud is needed for proper mixing of components, avoid straight cut studs with Spin-In anchors. 6. Check the capsule (resin must flow like honey). Install capsules rounded end down. 7. Connect the stud assembly on a hammer drill. Break capsule with the 45° chamfered end of stud. Using the hammer drill, drive stud to bottom of hole as indicated by mark on stud. Turn off immediately, DO NOT continue to spin stud after it has reached its intended embedment! Release stud and remove the hammer drill. 8. Avoid disturbing the stud. Allow resin to cure for specified time before loading stud. * Always wear safety glasses. Follow the drill manufacturer’s safety instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards as listed on back cover. † Fumes and contact with skin may be harmful.
800-343-1264
www.wejit.com
WEJ-IT FASTENING SYSTEMS - 42
ANSI B212.15 STANDARD
ANKR-T ® WARRANTY AND REMEDY
Use solid, carbide-tipped drill bits manufactured to ANSI B212 with standard tolerance on the tip end as follows:
Diameter 5/32 3/16 1/4 5/16 3/8 7/16 1/2 9/16 5/8 11/16 3/4 7/8 1 1 1/8 1 1/4 1 5/16 1 3/8 1 1/2 1 3/4
Minimum Inches 0.165 0.198 0.260 0.327 0.390 0.458 0.520 0.582 0.650 0.713 0.775 0.905 1.030 1.160 1.285 1.352 1.410 1.535 1.772
Maximum Inches 0.171 0.206 0.268 0.335 0.398 0.468 0.530 0.592 0.660 0.723 0.787 0.917 1.042 1.175 1.300 1.367 1.425 1.550 1.792
All warranties of wej-it® products and authorized repair thereof, express or implied, including warranties of merchantability and fitness for particular purposes, are specifically excluded except the following: wej-it® will repair or replace any wejit® product which, within six months after sale by wej-it® or its distributors, is found by wej-it® to be defective in material or workmanship, normal wear and tear excepted. This is the sole warranty of wejit® and the sole remedy available to distributor or buyer. wej-it® shall not be liable for any injury, loss or damage, direct, indirect, incidental, or consequential, arising out of the use of, or the inability to use, a wej-it® product.
NOTE: All test data derived from independent testing laboratories as indicated. Testing criteria, methods, and equipment differ between sources and, therefore, definitive performance data and holding values should be obtained by the user through laboratory or job-site testing, utilizing design engineer specified testing criteria, methods, and equipment.
For the name and location of your nearest authorized
®
warehouse call
800.343.1264 Fax - 800.952.5063 or visit our web site at
www.wejit.com
National Headquarters 10541 E Ute Tulsa, OK 74116 phone 918.744.7444 fax 918.749.3726
Customer Service Orders/Technical Information Tulsa, OK phone 800.343.1264 fax 800.952.5063
wej-it®is an associate member of STAFDA™. ANKR-TITE,® wej-it,® POWER-Sert,™ Inject-TITE,™ Slam-TITE,™ and POWER-Drop™ are registered trademarks of wej-it Fastening Systems. Copyright 2009. Patents Pending. Printed in U.S.A. wej-it® - Member of C•A•M•A
Distribution Warehouses Tulsa, OK Atlanta, GA Tampa, FL Charlotte, NC Santa Fe Springs Southern California
3/10