Wej-it Anchors - Randolph Industrial Supplies

Transcription

FASTENING SYSTEMS
PRODUCT
CATALOG
ANCHOR SELECTION GUIDE
BASE MATERIAL
Concrete
Original
wej-it
Original
Ankr-Tite
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Original
Power-Sert
PowerDrop
Sleeve
Anchor
Drive Nails
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Concrete
Screws
Inject-Tite
Epoxy
Original
AWF
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
™
Chemical
Capsules
Hammer
Capsules
Original
Drop-Ins
Center Pin
Drive
Expansion
Shields
Grout-filled
Concrete
Block
Hollow
Concrete
Block
Solid
Brick
Hollow
Brick
Page
No.
Approvals
Stone
COLA-City of LA
11-12
ICC ER Cracked Concrete Approval Pending
City of LA; Dade County
2-6
Various DOT’s
26-27
16
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14-15
ICC-ES Legacy Report;
Various DOT’s; Dade County
31-35
ICC-ES Report; Various DOT’s
28-30
Various DOT’s
38-39
Various DOT’s
36-37
UL
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13
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Lag Screw
Shields
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Machine
Screw
Anchors
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Lead
Expansion
Anchors
Toggle
Bolts
20
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23
Drywall
Augers
Hollow
Wall
Anchors
Plastic
Toggles
Plastic
Plugs
Plastic
Conical
Anchors
22
Base Material
Plywood and
Gypsum Drywall
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®
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
www.wejit.com
24
23
•Suitable
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25
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25
I May be suitable depending upon application
800-343-1264
ANKR-TITE Wedge Anchors
®
KEY FEATURES/BENEFITS
SPECIFICATIONS, APPROVALS AND LISTINGS
punched hole.
I Sets up fast. Needs less rotation to achieve
T YPE
Zinc Plating
Galvanizing
I Will fit through a 1/16” larger pre-
required torque.
I Unique “Safety Shoulder” feature.
Supports clip when anchor is under strain,
minimizes bolt-end collapse and/or clip
slippage under ultimate loading conditions.
I Enlarged dimples on clip. Reduces slip,
more responsive in lighter concrete
I 360˚ segment contact on clip. Equalizes
load distribution providing greater load
performance carrying capacity and “more
forgiving” design.
ICC-ES
City of Los Angeles
State DOT
Approvals
Federal Specifications
Dade County
ASTM B-633, Type III, SCI
ASTM A-153; B-454; B-695-82 and
MIL-C-81562A with stainless steel clip.
Cracked Concrete Approval Pending
#RR 24939
Please call Customer Service for
specific information by state.
QQZ-325Z, Type II, Class 3
(Clear Chromate added)
FFS-325 Group II, Type 4, Class 1
Acceptance #00-0328.02
Formerly ICC-ES Legacy Report #1821*
The Anke-Tite wedge 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 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:
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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
WEJ-IT FASTENING SYSTEMS - 2
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
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
F
3”
Shear force
Typ
wej-it ANKR-TITE Wedge Anchor
4 1/2”
Length of Anchor
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
W3 FORMLDK
20 gage galvanized
Tension force
Typical Hole Location
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
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
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 1794 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
6018 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 8364
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 107006 11177 11649 12121 12592 13064 13535 14007 14478 14950 15421 15893
10597 10803 11276 11728 12181 12633 13085 13538 13990 17773 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 27448
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 308030 31424 32017 32610 33204 33797 34391 34984 35578 36171
30683 31026 31369 31712 32055 32398 32741 33084 33427 33770 34113 33456 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 9555 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 404090 41727 42965 44202 45440 46677 47915 49152 50390
www.wejit.com
800-343-1264
ORDER INFORMATION
Call for Pallet Pricing
Catalog Number
Carbon Steel
Zinc Plated
Galvanized
AT1413
ATG1413*
ZATG1413
ZAT1413
AT1421
ATG1421*
ZAT1421
ZATG1421
AT1431
ATG1431*
ZAT1431
ZATG1431
AT3821
ATG3821
ZAT3821
ZATG3821
AT3823
ATG3823
ZAT3823
ZATG3823
AT3830
ATG3830
ZAT3830
ZATG3830
AT3833
ATG3833
ZAT3833
ZATG3833
AT3850
ATG3850
ZAT3850
ZATG3850
AT3870
ATG3870
AT1223
ATG1223
ZAT1223
ZATG1223
AT1233
ATG1233
ZAT1233
ZATG1233
AT1241
ATG1241
ZAT1241
ZATG1241
AT1242
ZAT1242
AT1252
ATG1252
ZAT1252
ZATG1252
AT1270
ATG1270
ZAT1270
ZATG1270
AT1282
ATG1282
AT1210
ATG1210
AT5832
ATG5832
ZAT5832
ZATG5832
AT5841
ATG5841
ZAT5841
ZATG5841
AT5850
ATG5850
ZAT5850
ZATG5850
AT5860
ATG5860
ZAT5860
ZATG5860
AT5870
ATG5870
ZAT5870
ZATG5870
AT5882
ATG5882
ZAT5882
ZATG5882
AT5810
ATG5810
AT5812
ATG5812
AT3441
ATG3441
ZAT3441
ZATG3441
AT3443
ATG3443
ZAT3443
ZATG3443
AT3452
ATG3452
ZAT3452
ZATG3452
AT3461
ATG3461
ZAT3461
ZATG3461
AT3470
ATG3470
ZAT3470
ZATG3470
AT3482
ATG3482
ZAT3482
ZATG3482
AT3410
ATG3410
AT3412
ATG3412*
AT7860
ATG7860*
AT7880
ATG7880*
AT7810
ATG7810*
AT1060
ATG1060*
AT1090
ATG1090*
AT1012
ATG1012*
ATG11490
ATG11412
Stainless Steel
303/302HQ
316
ATS1413
ZATS1413
ATS1421
ATSS1421
ZATS1421
ZATSS1421
ATS1431
ATSS1431
ZATS1431
ZATSS1431
ATS3821
ATSS3821
ZATS3821
ZATSS3821
ATS3823
ATSS3823
ZATS3823
ZATSS3823
ATS3830
ATSS3830
ZATS3830
ZATSS3830
ATS3833
ATSS3833
ZATS3833
ZATSS3833
ATS3850
ATSS3850
ZATS3850
ZATSS3850
ATS3870
ATS1223
ATSS1223
ZATS1223
ZATSS1223
ATS1233
ATSS1233
ZATS1233
ZATSS1233
ATS1241
ATSS1241
ZATS1241
ZATSS1241
ATS1252
ZATS1252
ATS1270
ZATS1270
ATSS1252
ZATSS1252
ATSS1270
ZATSS1270
ATS5832
ZATS5832
ATS5841
ZATS5841
ATS5850
ZATS5850
ATS5860
ZATS5860
ATS5870
ZATS5870
ATS5882
ZATS5882
ATS5810
ATSS5832
ZATSS5832
ATSS5841
ZATSS5841
ATSS5850
ZATSS5850
ATSS5860
ZATSS5860
ATSS5870
ZATSS5870
ATSS5882
ZATSS5882
ATS3441
ZATS3441
ATS3443
ZATS3443
ATS3452
ZATS3452
ATS3461
ZATS3461
ATS3470
ZATS3470
ATS3482
ZATS3482
ATS3410
ATS3412
ATSS3443
ZATSS3443
ATSS3452
ZATSS3452
ATSS3461
ZATSS3461
ATSS3470
ZATSS3470
ATSS3482
ZATSS3482
ATS1060
ATS1090
ATS1012
Anchor
Minimum
Diameter Embedment
& Length (in)
(in)
1/4 x 1 3/4
1 1/4
Thread
Length
(in)
3/4
1/4 x 2 1/4
1 1/4
1 1/4
1/4 x 3 1/4
1 1/4
2 1/4
3/8 x 2 1/4
1 3/4
1
3/8 x 2 3/4
1 3/4
1 1/2
3/8 x 3
1 3/4
1 3/4
3/8 x 3 3/4
1 3/4
2 1/2
3/8 X 5
1 3/4
3 1/4
3/8 x 7
1/2 x 2 3/4
1 3/4
2 1/8
4 1/2
1 1/8
1/2 x 3 3/4
2 1/8
2 1/8
1/2 x 4 1/4
2 1/8
2 5/8
1/2 x 4 1/2
2 1/8
2 5/8
1/2 x 5 1/2
2 1/8
3 3/4
1/2 x 7
2 1/8
4 1/2
1/2 x 8 1/2
1/2 x 10
5/8 x 3 1/2
2 1/8
2 1/8
2 5/8
5
5
1 1/2
5/8 x 4 1/4
2 5/8
2 3/8
5/8 x 5
2 5/8
3 1/8
5/8 x 6
2 5/8
4
5/8 x 7
2 5/8
4 1/2
5/8 x 8 1/2
2 5/8
5
5/8 x 10
2 5/8
5
3/4 x 4 1/4
3 1/4
2
3/4 x 4 3/4
3 1/4
2 1/2
3/4 x 5 1/2
3 1/4
3 1/4
3/4 x 6 1/4
3 1/4
3 3/4
3/4 x 7
3 1/4
4 3/4
3/4 x 8 1/2
3 1/4
5
3/4 x 10
3/4 x 12
7/8 x 6
7/8 x 8
7/8 x 10
1x6
1x9
1 x 12
1 1/4 x 9
1 1/4 x 12
3 1/4
3 1/4
3 7/8
3 1/4
3 7/8
4
4
4
6 1/4
6 1/4
5
5
3 1/2
5
6
3
5
5
5
5
Quantity
Box/Carton
100/800
20/400
100/800
20/400
100/800
20/400
50/400
20/400
50/400
20/400
50/400
20/400
50/400
20/400
50/400
20/200
20/200
25/200
10/100
25/200
10/200
25/200
10/200
25/200
10/200
25/150
10/200
25/150
10/200
25/150
25/150
10/80
5/50
10/80
5/50
10/80
5/50
10/80
5/50
10/80
5/50
10/40
5/50
10/40
10/80
5/50
10/80
5/50
10/60
5/50
10/60
5/50
10/60
5/50
10/40
5/50
10/40
5/20
5/30
5/20
5/20
5/30
5/20
5/30
4/16
4/16
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
Carded
Drill Bit Included
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
SDS Plus Drill Bits
I Has centering tip for exact hole placement and less bit walking.
I Large relief cut in fluting below carbide reduces friction during dust removal. This reduces heat and increases bit
life.
I 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
Uneasble
Length
Each
Catalog
Number
Diameter
Description
Over All
Length
Uneasble
Length
Each
SDS5324
SDS5326
SDS3164
SDS3166
SDS3168
SDS31612
SDS1440
SDS1460
SDS1480
SDS1412
SDS1418
SDS5164
SDS5166
SDS5168
SDS3860
SDS3880
SDS3812
SDS7166
SDS1260
SDS1280
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 12
SDS 1/4 x 18
SDS 5/16 x 4
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 8
4
6
4
6
8
12
4
6
8
12
18
4
6
8
6
8
18
6
6
8
2
4
2
4
6
10
2
4
6
10
16
2
4
6
4
6
16
4
4
6
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SDS1212
SDS1216
SDS1218
SDS1224
SDS9166
SDS91612
SDS5860
SDS5880
SDS5812
SDS5818
SDS5824
SDS3460
SDS3480
SDS3412
SDS3418
SDS7810
SDS7812
SDS7818
SDS1012
SDS1018
SDS 1/2 x 12
SDS 1/2 x 16
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 6
SDS 3/4 x 8
SDS 3/4 x 12
SDS 3/4 x 18
SDS 78 x10
SDS 7/8 x 12
SDS 7/8 x 18
SDS 1 x 12
SDS 1x 18
12
16
18
24
6
12
6
8
12
18
24
6
8
12
16
10
12
18
12
18
10
14
16
22
4
10
4
6
10
16
22
4
6
10
14
8
10
16
10
16
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
New
SDS BULK BOX
Quality Economy Bit
Catalog Number
Diameter Description
Over All Length
Uneasble 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
20
20
20
20
New
SDS HEX FOR TAP CON™ DRIVER
Catalog Number
Over All Length
Uneasble Length
Each
SDSH5325
SDSH5327
SDSH3165
SDSH3167
SDSH1450
SDSH1470
SDS HEX 5/32 x 5
SDS HEX 5/32 x 7
SDSH 3/16 x 5
SDSH 3/16 x 7
SDSH 1/4 x 5
SDSH 1/4 x 7
5
7
5
7
5
7
2
4
2
4
2
4
1
1
1
1
1
1
www.wejit.com
800-343-1264
TAPER BITS FOR TAP CON™ SCREWS
Catalog Number
Over All Length
Uneasble 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™
425
DH24PC DH25PB
DH24PE DH30PC
HR160, 1821, 2000
6010, 6011, 6015
5302,03,11,12,16,20 EY6812,EY6813
HR2010,2400,2410
6018,6020,6021
5322,24,59,60,61,62
5363,65,66,68,83
HR2420,2431,2445
6024,6026,6028
HR2450,2455,2511
BHE22,24,26,6015
PORTER CABLE™ REDHEAD™
HR3000C
KHE24,26,28,32
639 97765
RYOBI™
SKIL™
ED160,211
642
220,221
6372
1740
555,715
UHE22,28
STANDARD SPLINE CARBIDE TIPPED DRILL BIT
Catalog Number
Over All Length
Uneasble Length
Each
SPL3812
SPL3816
SPL1213
SPL1216
SPL1223
SPL91613
SPL5811
SPL5813
SPL5816
SPL5823
SPL3412
SPL3416
SPL3423
SPL7816
SPL7823
SPL1016
SPL1021
SPL11821
SPL11416
SPL13816
Spine 3/8 x 12
Spine 3/8 x 16
Spine 1/2 x 13
Spine 1/2 x 16
Spine 1/2 x 23
Spine 9/16 x 13
Spine 5/8 x 11
Spine 5/8 x 13
Spine 5/8 x 16
Spine 5/8 x 23
Spine 3/4 x 12
Spine 3/4 x 16
Spine 3/4 x 23
Spine 7/8 x 16
Spine 7/8 x 23
Spine 1 x 16
Spine 1 x 21
Spine 11/8 x 21
Spine 1 1/4 x 16
Spine 1 3/8 x 16
12
16
13
16
23
13
11
13
16
23
12
16
23
16
23
16
21
21
16
16
7
11
8
11
18
8
6
8
11
18
7
11
18
11
18
11
18
18
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
SDS MAX Six Cutter Carbide Drill Bit
I Six cutters help make the bit rebar resistant.
I Large relief cut in fluting below carbide reduces friction
during dust removal. This reduces heat and increases bit life.
I Three Tungsten Carbide Inserts with Centering Point on
middle insert to prevent walking during hole starting.
I Large fluting for faster dust evacuation. This reduces
vibration back into the tool increaseing operator comfort and
extending tool life.
STANDARD SDS MAX CARBIDE TIPPED DRILL BITS
Catalog Number
Over All Length
Uneasble Length
Each
SDSM1213
SDSM1221
SDSM91621
SDSM5813
SDSM5821
SDSM3413
SDSM3421
SDSM3436
SDSM7813
SDSM7821
SDSM1013
SDSM1021
SDSM1036
SDSM11821
SDSM11423
SDSM13813
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 23
SDS MAX 1 3/8 x 21
SDS MAX 1 1/2 x 23
13
21
23
13
21
13
21
36
13
21
13
21
36
21
23
13
23
8
16
18
8
16
8
16
30
8
16
8
16
30
16
18
8
18
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SDS MAX Compatability Chart
ROTARY HAMMER CROSS REFERENCE FOR SDS-MAX
AEG™
B&D™
BOSCH™
DEWALT™
HILTI™
HITACHI™
KANGO™
PN 11E
5097
11214 11216
540K
TE-F 52,60,72,92
H60MA
710, 760
PN 4000E
5099
11223 11226
541K
TE-Y 54,55,56,50
H60MB
800,810
11227 11230
545K
TE-Y 74,75,76,70
DH40MA
850,900
11231 11233
25500K
DH40MB
1400
11235 11240
25600K
DH40MR
11241 11245
DH50MB
11309 11311-14
11316-18
MAKITA™
METABO™
MILWAUKEE™ WACKER™
HR4000C
6045
5308, 13-15,42,46
HR4500C
KHE55
EHB11BLM
HR5001C
KHE75
EHB9BLM
EHB-75M
KHE95
www.wejit.com
800-343-1264
The Original
®
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.
Wedge Anchors
T YPE
Zinc Plating
City of Los Angeles
State DOT
Approvals
Federal
Specifications
#RR 24939
Please call Customer Service for
specific information by state.
QQZ-325C, Type II, Class 3
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.
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.
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)
ORDER INFORMATION
Catalog Number Anchor
Diameter
Carbon Steel
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
DB5620
DB5630
DB3820
DB3823
DB3832
DB1223
DB1232
Minimum Anchors
Embedment
Per
(in)
Card
1/4 x 1 3/4
1/4 x 2 3/4
1/4 x 3
5/16 x 2
5/16 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
1
1
1
1 1/4
1 1/4
1 1/2
1 1/2
1 1/2
2
2
6
6
6
6
4
4
4
4
4
2
Quantity
Box/Carton
Anchor
Diameter
Embedment
Depth
Edge
Distance
Requirements
Spacing
Requirements
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
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
Quantity
Cards Per
Box/Carton
10/60
10/60
10/60
10/60
10/60
10/60
10/60
10/60
5/30
5/30
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
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
Anchor
Diameter
(in)
3
Recommended
Setting Torque
(ft lb)
4
5
Recommended
Minimum
Embedment (in)
1/4
8
1
5/16
15
1 1/4
3/8
25
1 1/2
1/2
55
2
5/8
95
3
3/4
170
3
7/8
250
4 1/2
1
300
5 1/2
* Always wear safety glasses. Follow drill manufacturer’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
I Easy to install — just hammer the center pin and it’s set.
Anchor tensions itself automatically, so no wrench is needed.
I Visually inspectable — anchor is set when center pin is
flush with top of hole.
I Depth of hole not critical — no depth gauge required.
I No templates required — the actual diameter of the
anchor is the same as its nominal diameter.
I Yellow dichromate finish for superior corrosion
resistance.
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
Catalog
Number
CP1413
CP1423
CP5620
CP5623
CP3823
CP3832
CP3843
CP1223
CP1232
CP1243
CP1260
CP5840
CP5860
CP3450
CP3460
CP3472
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
Embedment (E) in
Anchor Diameters
Spacing
E 6d (shallow)
6d E 8d (standard)
8d E (deep)
3.5E
2.00E
1.50E
Edge
Distance
1.75E
1.00E
0.75E
ORDER INFORMATION
Anchor
Diameter
& Length
1/4 x 1 3/4
1/4 x 2 3/8
5/16 x 2
5/16 x 2 3/4
3/8 x 2 3/8
3/8 x 3 1/2
3/8 x 4 3/4
1/2 x 2 3/4
1/2 x 3 1/2
1/2 x 4 3/4
1/2 x 6
5/8 x 4
5/8 x 6
3/4 x 5
3/4 x 6
3/4 x 7 1/2
Maximum
Thickness
Fastened
3/8
1
5/16
11/16
5/8
1 3/8
2 5/8
1/4
3/4
2
3 1/4
1 5/8
2
2
2
2
Minimum
Embedment
1 1/8
1 1/8
1 3/8
1 3/4
1 3/8
1 3/4
1 3/4
2
2 1/4
2 1/4
2 1/4
2 3/4
2 3/4
3 1/2
3 1/2
3 1/2
Box
Qty
100
100
100
100
50
50
50
25
25
25
25
10
10
10
10
10
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
Sleeve Anchors
T YPE
Federal
Specifications
I Fully Assembled and Ready to Use. Speeds
installation and eliminates the problem of
missing components.
SLEEVE ANCHORS - CARBON ASA, HSA, FSA, RSA
I Suitable for Wide Variety of Applications.
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
I Available in a variety of head styles to
meet all your anchoring needs.
I 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
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)
3.5E
2.00E
1.50E
2000 psi Hollow Concrete Block
w/o 2000 psi grout w/ 2000 psi grout
EmbedTension Shear Tension Shear
ment (in) (lbs)
(lbs)
(lbs)
(lbs)
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).
(C)
Edge
Distance
1.75E
1.00E
0.75E
Bolt
Size
(in)
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
(B)
(A)
Spacing
Drill
Diameter
(in)
Acorn
(D)
Embedment (E) in
Anchor Diameters
QQZ-325C, Type II, Class 3
+
+
=
www.wejit.com
Nut thickness = Bolt diameter
Material thickness
Minimum embedment
Minimum Embedment
Material Thickness
Bolt Diameter
Total Anchor Length
+
+
=
(A)
(B)
(C)
(D)
800-343-1264
AVAILABLE HEAD STYLES
New
Now offered in Stainless Steel for
Corrosion Resistant Applications
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
HSAX5622
HSA 5622
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
Flat Head
ZFSA 3823
FSA 3840
ZFSA 3840
FSA 3850
Flat Head
ZFSA 3850
FSA 3860
Flat Head
ZFSA 3860
RSA 1420
ZRSA 1420
RSA 1430
ZRSA 1430
RSA 3823
ZRSA 3823
800-343-1264
Head Style
Anchor
Drill bit
Diameter
Size
& Length (in)
Acorn Nut 1/4 x 1 3/8
1/4
Minimum
Embedment
(in)
1 1/8
Acorn Nut
1/4 x 2 1/4
1/4
1 1/8
Hex Head
5/16 x 1 1/2
5/16
1 1/4
Hex Head
5/16 x 2 1/2
5/16
1 1/4
Hex Head
3/8 x 1 7/8
3/8
1 1/2
Hex Head
3/8 x 3
3/8
1 1/2
Hex Head
1/2 x 2 1/4
1/2
1 7/8
Hex Head
1/2 x 3
1/2
1 7/8
Hex Head
1/2 x 4
1/2
1 7/8
Hex Head
1/2 x 6
1/2
1 7/8
Hex Head
5/8 x 2 1/4
5/8
2
Hex Head
5/8 x 3
5/8
2
Hex Head
5/8 x 4 1/4
5/8
2
Hex Head
5/8 x 6
5/8
2
Hex Head
3/4 x 2 1/2
3/4
2 1/4
Hex Head
3/4 x 4
3/4
2 1/4
Hex Head
3/4 x 6 1/4
3/4
2 1/4
Flat Head
1/4 x 2 1/4
1/4
Flat Head
1/4 x 3 1/4
1/4
1 1/8
20/400
1 1/8
Flat Head
1/4 x 4
1/4
1 1/8
3/8 x 2 3/4
3/8
1 1/2
Flat Head
3/8 x 4
3/8
50/400
10/200
1 1/2
3/8 x 5
3/8
1 1/2
50/400
3/8 x 6
3/8
1 1/2
50/400
Quantity
Box/Carton
100/1000
20/400
100/800
20/400
100/800
20/400
100/800
20/400
50/400
20/400
50/400
20/400
25/200
10/200
25/200
10/200
25/200
10/200
25/200
10/200
25/200
5/100
25/200
5/100
10/80
5/50
10/80
5/50
10/80
5/50
10/80
5/50
10/80
5/50
100/800
1/2 x 2
1/4
1 1/8
Round Head
1/4 x 3
1/4
1 1/8
3/8
1 1/2
Round Head 3/8 x 2 3/4
www.wejit.com
2000
2000
1000
900
500
500
400
300
200
300
300
150
100
300
200
300
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.
5. Tighten the nut, or head, 3 to
5 turns past the hand tight
position.
100/800
20/400
100/800
20/400
3
4
5
* 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.
50/400
10/200
10/200
Round Head
Bulk
2000
10/200
100/1000
20/400
100/800
20/400
50/500
10/200
Ultimate values shown. For static loads, use
one-fourth of the maximum tensile and shear
capacities for the recommended 4:1 safety
2000
factor.
2000
POWER-Drop Drop-In Anchors
®
I Internally Threaded. Wedge anchor performance with the T YPE
Zinc Plating
convenience of a drop-in.
Formerly
ICC-ES
Legacy
Report
#5063* Cracked Concrete
I Safety Shoulder. Supports clip when anchor is under
approval pending, The Power-Drop anchor complies with
strain, eliminating bolt-end collapse and/or clip slippage
the 1997 uniform Building Code (UBC) the 2000
under ultimate loading conditions.
International Building Code (IBC), and the 2000
I Seismic Rated. Allowable values may be increased 33 1/3
International Residents Code, Data Test in accordance
percent for short-term loading in resisting earthquake or
with the ICC-ES criteria for Expansion anchors in Concrete
wind loads.
and Masonry Elements (ACOI) dated April 2002.
I Numerous Head-Style Options. May be used with
machine screws, tamperproof bolts, threaded rod and a
variety of other male-threaded fasteners.
I Available in a variety of sizes.
MAXIMUM TENSILE CAPACITY FOR STATIC LOADS
Min.
Bolt
Anchor
Hole Installation
Drill
Installation Tension Shear
Catalog
(Lbs)
(Lbs)
No.
Diameter Dimensions Depth
Turns
Diameter Spacing
5840
4200
3/8
1/2 X 2-5/16
3
6
1/2
5/16
PD38
10352
7320
1/2
5/8 X 3-3/32
4
5
5/8
3/8
PD12
14800
11880
5/8
7/8
X
3-13/16
5-1/2
4
7/8
1/2
PD58
15800 13360
3/4
1 X 4-5/8
6
3-3/4
1
5/8
PD34
24752 26440
1
1 1/4 x 5
6 1/2
3
1 1/4
3/4
PD1
RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS
Anchor Embedment Minimum Tension Load Factor Shear Load Factor Minimum Tension Load Factor Shear Load Factor
Diameter
Depth
Edge
for Min. Edge
for Min. Edge
Spacing
for Minimum
for Minimum
(in.)
Distance
Distance
Distance
Spacing
Spacing
3/8
2 5/8
2 5/8
0.7
0.5
2 5/8
0.5
0.4
1/2
3 1/2
3 1/2
0.7
0.5
3 1/2
0.5
0.4
5/8
4 3/8
4 3/8
0.7
0.5
4 3/8
0.5
0.4
3/4
5 1/4
5 1/4
0.7
0.5
5 1/4
0.5
0.4
1
5 3/4
5 3/4
0.7
0.5
5 3/4
0.35
0.4
ORDER INFORMATION
Catalog Number
Carbon Steel Bolt
Zinc Plated
Size
PD38
3/8
PD12
1/2
PD58
5/8
PD34
3/4
PD1
1
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 3/16
25/200
1 11/16
10/80
1 7/8
5/30
1 29/32
5/30
1 51/64
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
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid
carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
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 and then set the
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.
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Drop-In Anchors
T YPE
Zinc Plating Carbon
Ideal for Overhead Applications. Requires
relatively shallow embedment and eliminates
requirement for rod couplings when threaded rod is
dropped from ceiling.
Highly Dependable. Complete anchor setting is
assured; simply drive the internal expander plug home
with a hammer or mallet.
Lipped Version. Anchor sets flush with concrete.
Mini Drop-In Anchor
Stainless Steel
Federal Specifications
Underwriters Laboratory
UNC
Embedment (E) in
Anchor Diameters (d)
E < 6d (shallow)
6d E 8d (standard)
8d < E (deep)
Ideal for hollow core, precast and post tension
slabs.
WDM 38
WD14
WDL14
WDM38
WD38
WDL38
WD12
WDL12
WD58
WD34
Spacing
Edge Distance
3.50E
2.00E
1.50E
1.75E
1.00E
0.75E
1.
Select the proper size drill bit from
the Maximum Tensile chart. Drill the
hole perpendicular to the work
MAXIMUM TENSILE AND SHEAR GUIDELINES FOR STATIC LOADS
Catalog
Number
Carbon
ASTM B-633 Type III,
SCI (Clear Chromate added)
Type 303
FFS-325, Group VIII, Type I
File #EX 3875
Coarse Thread
Anchor
Thread
Drill
Maximum Tightness
Diameter Diameter
Torque T/Max
(in)
(in)
(ft-lbs)
1/4
1/4
3/8
3/8
3/8
1/2
1/2
5/8
3/4
3/8
3/8
1/2
1/2
1/2
5/8
5/8
7/8
1
5
5
5
10
10
20
20
40
70
surface.* To assure full holding
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
2629
2629
2230
4165
4165
7114
7114
8571
12971
1709
1709
2903
2889
2889
5060
5060
8263
11760
1-2
power, do not ream the hole or
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,
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
4
or below, the level of the
ORDER INFORMATION
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.
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Concrete Screws
I 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
I Step thread design:
- Increases ease of installation
- Increases pullout values
I No sleeve or shield required.
I Taps its own thread
I 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
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
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
1. Using a carbide tip SDS or straight shank 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.
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Drive Nails
SPECIFICATIONS
I
I
I
I
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.
T YPE
Zinc Body
Pin
Zinc Plating
Federal
Specifications
Die Cast Zamac Alloy
AISI 1018 Cold Rolled Steel
ASTM B-633
FFS-325, Group V,
Type 2, Class 2
AVAILABLE HEAD STYLES
Mushroom Head
MAXIMUM TENSILE GUIDELINES FOR STATIC LOADS
Catalog
Number
DN3678
DN1403
DN1410
DN1411
DN1412
DN1420
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
Flat Head
Round Head
ORDER INFORMATION
Catalog Number
Carbon Steel
Zinc Plated
DN3678
DN1403
DN1410
DN1411
DN1412
DN1420
Nylon
DNN3610
DNN1403
DNN1410
DNN1412
DNN1420
DNN1430
DNF3610
DNF3612
DNF1410
DNF1412
DNF1420
DNR3610
DNR3612
DNR1410
DNR1412
DNR1420
Head Style
Anchor
Diameter
& Length (in)
Industrial Pack
Quantity
Box/Carton
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
100/1000
100/1000
100/1000
100/1000
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
*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. 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.)*
1
2
2. Insert anchor assembly
through mounting holes
in fixture and into anchor
hole.
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.
3-4
NOTES:
I
I
I
I
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.
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Single Expansion Shields
I Uses include fastening into rock, concrete and brick.
I Holding power unaffected if bolt is removed and replaced.
I One-piece design, made of zinc alloy, is entirely rust-proof.
T YPE
GSA Spec. FF-S-325, Group II, Type 2, Class 2,
Style 1
Anchor Shield
Zamac Alloy
Cone
Zamac Alloy
ORDER INFORMATION
2000 PSI
Catalog Internal
Number Diameter
SES14
1/4
SES56
5/16
SES38
3/8
SES12
1/2
SES58
5/8
Drill
Diameter
1/2
5/8
3/4
7/8
1
Maximum Maximum
Anchor Quantity
Tensile
Shear
Length Box/Carton Strength
Strength
1 5/16
100/1000
860
1560
1 1/2
50/500
1400
1990
1 1/2
50/500
1620
3410
2
25/200
2810
5310
2 5/8
25/200
4720
990
Max. Tightening
Torque T/Max
(ft-lbs)
5
7
10
20
30
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
I Uses include fastening into rock, concrete, brick, etc.
I Eliminates high stress points detrimental in fastening into materials
of medium hardness, has high gripping power and expands fully.
I Ideal for sheer loads or where bolt is subject to side pressure or
vibration.
I Does not fracture, permits fastening at any length.
T YPE
GSA Spec. FF-S-325, Group II, Type 2, Class 2, Style 1
Anchor Shield
Zamac Alloy
Cone
Zamac Alloy
ORDER INFORMATION
2000 PSI
Catalog Internal
Number Diameter
DES14
1/4
DES56
5/16
DES38
3/8
DES12
1/2
DES58
5/8
DES34
3/4
Drill
Diameter
1/2
5/8
3/4
7/8
1
1 1/4
Maximum Maximum
Maximum
Anchor Quantity
Tensile
Shear
Tightening Torque
Length Box/Carton Strength
Strength
T/Max (ft-lbs)
1 5/16
100/1000
1190
1500
5
1 1/4
50/500
1525
1890
7
1 1/2
50/400
2175
3290
10
2
25/200
4600
5100
20
2 1/4
25/200
5210
990
30
2 7/8
10/80
9650
13600
60
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.
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Lead Expansion
Lead Expansion Anchors
I Quick installation of lightweight fixtures in masonry and
concrete
I Can be used with lag, wood or sheet metal screws
I Expands without turning
I Not affected by moisture or chemicals
T YPE
Material
Lead Alloy
ORDER INFORMATION
Catalog
Number
Description
Screw Size x
Anchor Length
LA0603
LA0610
LA0612
LA1010
LA1012
LA1610
Lead expansion anchor
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
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
Quantity
Allowable Tension
Box
Carton
Load 2500 psi
100
100
100
100
100
100
2000
2000
2000
2000
2000
2000
55
65
85
170
200
255
* Allowable load capabilities listed are based on a 4 to 1 safety factor.
Long Lag Shield
Lag Screw Shields
I Medium duty anchor used in concrete, tile, brick, cinder
block, mortar and stone
I Used with lag screws
I 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.
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Machine Screw
Machine Screw Anchors
T YPE
Cone
Expander
Federal
Specifications
I
I
I
I
I
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
1/4-20 x 7/8
5/16-18 x 1
3/8-16 x 1-1/4
1/2
5/8
3/4
Screw
Size
1/4
5/16
3/8
Quantity
Box
Carton
100
50
50
Max. Tightning
Torque (ft-lbs)
2000
1000
500
5
7
10
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
T YPE
Material
I
I
I
I
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
I Easily removable by simply backing out screw
I No special tools needed. Only a Phillips screw driver or an electric drill
Die Cast Zinc
Reinforced Nylon
MAXIMUM TENSILE & SHEAR CAPACITY
TENSILE
1/2 Drywall
67 lbf
5/8 Drywall
92 lbf
SHEAR STRENGTH*
1/2 Drywall
142 lbf
5/8 Drywall
208 lbf
ORDER INFORMATION
Catalog
Number
DWAN8
DWAS8
Substrate
Thickness
3/8 to 1
3/8 to 1
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.
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Plastic Toggle
Plastic Toggles
I
I
I
I
I
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
ORDER INFORMATION
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
T YPE
Wings
Bolt
Zinc Plated
AISI 1010
Carbon Steel
ASTM B633
I Spring wing type hollow wall anchor
I Two-part assembly consisting of a machine screw and a spring wing toggle
I For use in block, wallboard and other hollow base material
ORDER INFORMATION
Catalog
Number
Mushroom Head Combo
TBM1820
TBM1830
TBM1840
TBM3620
TBM3630
TBM3640
TBM3650
TBM3660
TBM1430
TBM1440
TBM1450
TBM1460
TBM3840
TBM3850
TBM3860
800-343-1264
Diameter
& Length
Drill
Diameter
Thread Size
UNC
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
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
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Quantity
Box
Carton
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
Hollow Wall Anchor
Hollow Wall Anchors
T YPE
Anchor Body
Machine Screw
Zinc Plated
AISI 1010
Carbon Steel
ASTM B633
I
I
I
I
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 – 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
T YPE
Anchor Body
Machine Screw
Zinc Plated
Hollow Wall Drive Anchors
AISI 1010
Carbon Steel
ASTM B633
I
I
I
I
I
I
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.
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
www.wejit.com
Quantity
Box
Carton
100
100
1000
1000
800-343-1264
Plastic Conical
Plastic Conical Anchors
I
I
I
I
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
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
250
Quantity
Carton
1000
1000
1000
1500
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
I Each size anchor accommodates several screw sizes
I Use with sheet metal screws or wood screws
I Ideal for quick installation of lighter objects to concrete,
brick, cinder block, etc.
I Superior in hot or cold environments
I 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
Drill
Diameter
3/16
1/4
www.wejit.com
Box
100
100
Quantity
Carton
2000
2000
POWER-Sert™ High-Performance Anchors
THE ULTIMATE PROBLEM SOLVER
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
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
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.
even death.
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.
Catalog
Number
Embedment
Depth
PS2-14
PS2-56
PS2-38
PS2-12
PS2-58
PS2-34
PS2-1
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
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.
Inject-TITE ™ AWF
All-Weather Formula Epoxy Acrylate
I Works in all base materials. Concrete, brick, and stone
masonry.
I Wide variety of applications.
I Working Range: -15˚F to 120˚F.
I Sets in water-filled and Damp Holes.
I Bonds to diamond core drilled holes.
I Styrene Free.
T YPE
State DOT
Approvals
ASTM
Call Customer Service
C-881 , Types 1, II, IV and V
Grade 3, Class A, B & C
TECHNICAL INFORMATION
TENSION VALUES FOR THREADED ROD
Anchor
Diameter
(in.)
Drill
Diameter
(in)
3/8
3/8
Ultimate
Tension
Embedment
(in)
Critical Edge
Distance
(in)
Min. Edge
Distance
(in)
2,300
psi
4,300
psi
7/16
7/16
1 11/16
3 3/8
4 1/2
4 1/2
1 1/2
1 1/2
3520
10685
5330
10785
1/2
1/2
9/16
9/16
2 1/4
4 1/2
6
6
2
2
6435
15405
9780
19985
5/8
5/8
3/4
3/4
2 13/16
5 5/8
7 1/2
7 1/2
2 1/2
2 1/2
10600
29465
17315
32730
3/4
3/4
7/8
7/8
3 3/8
6 3/4
9
9
3
3
15780
28995
24285
43460
7/8
7/8
1
1
3 15/16
7 7/8
10 1/2
10 1/2
3 1/2
3 1/2
17425
40235
31795
56865
1
1
1 1/8
1 1/8
4 1/2
9
12
12
4
4
22980
54715
35400
54945
1 1/4
1 1/4
1 3/8
1 3/8
5 5/8
11 1/4
13 1/2
13 1/2
5
5
33220
74125
54230
80180
SHEAR AND TENSION VALUES FOR REINFORCING BAR
Rebar
Size
Drill
Diameter
#3
#4
#5
#6
#7
#8
#9
7/16
5/8
3/4
7/8
1
1 1/8
1 3/8
Embedment
Critical Edge
Distance
Min. Edge
Distance
3 3/8
4 1/2
5 5/8
6 3/4
7 7/8
9
11 1/4
4 1/2
6
7 1/2
9
10 1/2
12
13 1/2
1 1/2
2
2 1/2
3
3 1/2
4
5
Ultimate
Tension
Ultimate Shear
2300 psi Grade 40
Grade 60
6220
16430
23310
31145
36975
43320
61340
www.wejit.com
8800
16000
24800
35200
48000
62400
10560
19200
29760
42240
57600
74880
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 CONDITIONS
Store at 40-80˚F
* 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
ORDER INFORMATION
ALL WEATHER FORMULA
New
Catalog Number
ECA28
ECA8
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
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
•
•
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
3
4
5
6
Inject epoxy starting from the bottom of the screen. Insert screen into the hole.
Follow Step 6.
1
50/300
25/150
10/60
10/40
10/40
5/20
5/20
Notes:
I
Slowly push anchor into the hole, rotating in a clockwise motion. See chart on
page 21 for initial bolt-up and cure times.
7.
Quantity
Box/Carton
* Always wear safety glasses. Follow drill manufacturer’s instructions. Use only
solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.
I
6.
Inject-TITE™ Anchors in Masonry
Stud Assemblies -- Nuts and Washers Included.
For Use with Epoxy and Slam-Tites.
I
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.
1
STUD ASSEMBLIES - STRAIGHT CUT
Dimension
(in.)
5.
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.
www.wejit.com
800-343-1264
22 fl. oz.
PART # ECT22
Manufactured and
distributed by
2415 E. 13th Place
Tulsa, OK 74104-4499
1-800-343-1264
™
Inject-TITE ™ Two-Part Structural Epoxy
Fast-Set Formula
I
I
I
I
I
I
I
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.
Wide Range of Applications. Can be used in a wide
variety of applications, including concrete, masonry, and mortar.
I Water Insensitive Before, During & After Cure. Can be used in
water-filled or moist holes.
I Resists tensile and shear loads due to earthquake and wind.
Can be used in areas with seismic concerns.
I Weather Resistant. Can be used in locations subject to severe
exterior weather conditions.
TECHNICAL INFORMATION - INJECT-TITE™ TWO-PART
STRUCTURAL EPOXY
ULTIMATE LOAD (LBS) FOR THREADED ROD INSTALLED IN STONE
AGGREGATE CONCRETE AND STATIC LOADING CONDITIONS
Stud
Diameter
(in)
Drill Bit
Diameter
(in)
Embedment
(in)
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
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
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
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
1
7 7/8
43280
•
•
1 1/8
1 3/8
9
11 1/4
55650
77860
•
•
•
•
7/8
1
1 1/4
Ultimate Bond Strength
Concrete Strength
2500 psi
4000 psi
5500 psi
T YPE
State DOT
Approvals
ICC-ES Legacy Report
ASTM
Dade County
ER5000
C-881 , Types 1 and IV,
Grade 3, Class B&C
00-0229.05
ULTIMATE LOADS FOR THREADED ROD INSTALLED IN
HOLLOW 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)
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
AVERAGE ULTIMATE LOAD (LBS) FOR REINFORCING BAR INSTALLED IN
NORMAL WEIGHT CONCRETE.
Rebar
Size
(in)
Drill Bit
Diameter
(in)
Embedment
(in)
13
14
15
16
17
18
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
I
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
MINIMUM CURE TIMES
Minimum
Substrate
Temp.
40˚F (5˚C)
65˚F (18˚C)
70˚F (21˚C)
80˚F (27˚C)
100˚F (38˚C)
ESTIMATING GUIDE - SOLID CONCRETE
Fast
Set
Cure Time
48 hrs
36 hrs
24 hrs
12 hrs
6 hrs
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.
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.
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
1.
2.
Using clean dry oil-free compressed air or a vacuum, remove the bulk of the dust
hole diameter.
Finally — take the brush and repeat the brushing/blowing procedure until no
3.
4.
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
5.
6.
SHELF LIFE
I Two-year shelf life
1
STORAGE CONDITIONS
I Store at 40° - 95° F
I Precondition cartridges to over 73° F
I For cold weather (Below 70° F), precondition cartridges slowly to 8090° F for easier dispensing.
2
3
4
5
6
7.
Follow Step 6.
1
2
3
4
5
6
Notes:
I
I
I
Health
Flammable
Reactive
2
1
0
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.
www.wejit.com
800-343-1264
ORDER INFORMATION
INJECT-TITE™ ADHESIVE ANCHORS
22 fl. oz.
PART # ECT22
Manufactured and
distributed by
™
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
Box Quantity
New
Fits Standard 10 oz.
Caulking Gun
8.5 oz. Cartridge
22 oz. Cartridge
Static Mixing Nozzles (break-off style):
ENZ12
1/2” x 18”
ENZ38
3/8” x 18”
Manual Dispensing Tool:
EHT8
EHT22
For 8.5 oz Cartridges
For 22 oz Cartridges
12
12
6
6
1
1
Screens for Hollow Wall Applications
NYLON
ESCN3814
ESCN1214
ESCN5814
ESCN3414
SCREEN
3/8” x 14”
1/2” x 14”
5/8” x 14”
3/4” x 14”
ROD DIAMETER
3/8”
1/2”
5/8”
3/4”
DRILL BIT SIZE
1/2”
5/8”
3/4”
7/8”
1
1
1
1
Catalog Number
Carbon Steel
Grade 2
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
800-343-1264
www.wejit.com
22 fl. oz.
PART # ECT22
Manufactured and
distributed by
2415 E. 13th Place
Tulsa, OK 74104-4499
1-800-343-1264
™
Inject-TITE™ Two-Part Structural Epoxy
Standard Set Formula
I
I
I
I
I
I
I
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.
Long Life. Two year shelf life and not sensitive to UV light or heat.
Wide Range of Applications. Can be used in a wide
variety of applications, including concrete, masonry, and mortar.
I Water Insensitive Before, During & After Cure. Can be used in
water-filled or moist holes.
I Resists tensile and shear loads due to earthquake and wind.
Can be used in areas with seismic concerns.
I 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 THREADED ROD INSTALLED IN STONE
AGGREGATE CONCRETE AND STATIC LOADING CONDITIONS
Stud
Diameter
(in)
Hole
Diameter
(in)
Embedment
(in)
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
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
• 37
19360
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
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
1
1 1/8
1 3/8
7 7/8
9
11 1/4
43280
55650
77860
•
•
•
•
•
•
7/8
1
1 1/4
Ultimate Bond Strength
Concrete Strength
2500 psi
4000 psi
5500 psi
AVERAGE ULTIMATE LOAD (LBS) FOR REINFORCING BAR INSTALLED IN
NORMAL WEIGHT CONCRETE.
Rebar
Size
(in)
3
4
5
6
7
8
I
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
ICC-ES Legacy Report
ASTM
9050
14730
18810
•
•
•
ER5000
C-881 , Types 1 and IV,
Grade 3, Class B&C
00-0229.05
Dade County
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.
3. GEL TIME: (60 g. mass); 35 min. at 73˚F ± 2˚ (23˚C) for Standard Set
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
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
www.wejit.com
800-343-1264
ESTIMATING GUIDE - SOLID CONCRETE
ORDER INFORMATION
INJECT-TITE® ADHESIVE ANCHORS
22 fl. oz.
PART # ECT22
Manufactured and
distributed by
™
2415 E. 13th Place
Tulsa, OK 74104-4499
1-800-343-1264
Catalog Number
Description
Two component Cartridges
ECT22
Standard Set Epoxy
Box Quantity
22 oz. Cartridge
Static Mixing Nozzles (break-off style):
ENZ12
1/2” x 18”
ENZ38
3/8” x 18”
Manual Dispensing Tool:
EHT8
EHT22
SCREEN ROD DIAMETER
3/8” x 14”
3/8”
1/2” x 14”
1/2”
5/8” x 14”
5/8”
3/4” x 14”
3/4”
6
6
DRILL BIT SIZE
1/2”
5/8”
3/4”
7/8”
1
1
1
1
Dimension Quantity
(in.)
Box/Carton
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
•
•
•
3/8 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
7/8
1
47
35
28
24
20
18
16
37
28
23
19
16
14
13
31
24
19
16
12
12
11
2.
Using clean dry oil-free compressed air or a vacuum remove the bulk of the dust
hole diameter.
Finally — take the brush and repeat the brushing/blowing procedure until not
3.
4.
1
1
Catalog Number
Carbon Steel
Grade 2
CS238-S
CS212-S
CS258-S
CS234-S
CS278-S
CS210-S
CS2114-S
3/4
7/8
1.
Screens for Hollow Wall Applications
NYLON
ESCN3814
ESCN1214
ESCN5814
ESCN3414
5/8
3/4
12
For 8.5 oz Cartridges
For 22 oz Cartridges
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
50/300
25/150
10/60
10/40
10/40
5/20
5/20
5.
6.
1
2
3
4
5
6
7.
Follow Step 6.
1
2
3
4
5
6
Notes:
I
I
I
Health
Flammable
Reactive
2
1
0
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
Slam-TITE ™ Hammer-In Chemical Capsules
Easy to Install. No setting tool necessary, just use a hammer to
drive in.
Economical. Minimal waste, use only the amount you require.
APPROVALS
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.
Clean. No disposal of excess material necessary.
Less Breakage. Innovative package design.
MAXIMUM TENSILE CAPACITIES
THREADED ROD:
Catalog Threaded Rod
Number Diameter (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
MINIMUM CURE TIMES
Drill
Diameter (in)
7/16
9/16
3/4
7/8
1
1 1/8
1 3/8
Tensile Value
Embedment in 4000 psi
(in)
Concrete (lbs)
3 1/2
5395
4 1/4
8318
5 1/2
15287
5 3/4
17985
7
22481
8 1/4
32372
11
•
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
Tensile strength data verified by FMPA at the University of Stuttgart. Available upon request.
STORAGE RECOMMENDATIONS
For maximum shelf life, Slam-TITE™ Hammer-In capsules should be stored in the original packaging, in a
temperature controlled environment (23-80 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 and
larger, 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.
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
5/8
HMC16-58
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
Grade 2
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
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
† Fumes and contact with skin may be harmful.
800-343-1264
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Chemical Capsule Anchors Spin-In
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.
MAXIMUM TENSILE CAPACITY
Catalog
Number
Embedment
Depth (in.)
Drill
Diameter (in.)
Tension 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
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.
MINIMUM CURE TIMES
Temperature
(degrees Fahrenheit)
68 and over
50 to 68
32 to 50
23 to 32
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 RECOMMENDATIONS
® Chemical Capsules should be stored in the original packaging, in a
For maximum shelf life,
temperature-controlled environment (23-80 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.
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
Grade 2
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
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
† Fumes and contact with skin may be harmful.
800-343-1264
www.wejit.com
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
®
distributor 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 2008. Patents Pending. Printed in U.S.A. wej-it® - Member of C•A•M•A
Distribution Warehouses
Tulsa, OK
Salt Lake City, UT
Atlanta, GA
Tampa, FL
Charlotte, NC
6/08

Wej-it Anchors - Randolph Industrial Supplies

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