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ManualsBrandsRamset ManualsAnchorsSeismic Wedge Anchor

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DESCRIPTION/SUGGESTED SPECIFICATIONS

Seismic Wedge Type Anchors—

Trubolt+ Wedge anchors consist of a high-strength threaded stud body, expansion clip, nut and washer.

Anchor bodies are made of plated carbon steel. The expansion clip consists of a split cylindrical ring with

undercutting grooves.

The exposed end of the anchor is stamped to identify anchor length. Stampings should be preserved during

installation for any subsequent embedment verication.

Use carbide tipped hammer drill bits made in accordance with ANSI B212.15-1994 to install anchors.

Anchors are tested to ACI 355.2 and ICC-ES AC193. Anchors are listed by the following agencies as required by

the local building code: ICC-ES, and City of Los Angeles.

See Appendix C (pages 103-104) for performance values in accordance to 2006 and 2009 IBC.

Trubolt +

Seismic Wedge

Anchors

ADHESIVE ANCHORING SPECIALISTS

CONCRETE ANCHORING SPECIALISTS

ADHESIVE ANCHORING SPECIALISTS

CONCRETE ANCHORING SPECIALISTS

PART THREAD ANCHOR DIA. OVERALL MAX. THICKNESS QTY/WT QTY/WT

NUMBER LENGTH & DRILL BIT LENGTH OF MATERIAL PER BOX PER MASTER

In. (mm)

SIZE THREADS

In. (mm) TO BE FASTENED lbs. CARTON

PER INCH In. (mm) lbs.

CWS-3830 1-5/8 (41.3) 3/8” - 16 3 (76.2) 5/8 (15.9) 50/ 5.3 400/ 42

CWS-3836 2-3/8 (60.3) 3/8” - 16 3-3/4 (95.3) 1-3/8 (34.9) 50/ 5.9 300/ 35

CWS-3850 3-5/8 (92.1) 3/8” - 16 5 (127.0) 2-5/8 (66.7) 50/ 7.3 250/ 37

CWS-1236 2-1/8 (54.0) 1/2” - 13 3-3/4 (95.3) 3/4 (19.1) 25/ 5.7 150/ 34

CWS-1244 2-7/8 (73.0) 1/2” - 13 4-1/2 (114.3) 1-1/2 (38.1) 25/ 7.0 150/ 40

CWS-1254 3-7/8 (98.4) 1/2” - 13 5-1/2 (139.7) 2-1/2 (63.5) 25/ 8.0 150/ 49

CWS-1270 5-3/8 (136.5) 1/2” - 13 7 (177.8) 4 (101.6) 25/ 9.2 150/ 55

CWS-5850 3-3/16 (81.0) 5/8” - 11 5 (127.0) 1-1/8 (28.6) 10/ 4.7 100/ 48

CWS-5860 4-3/16 (106.4) 5/8” - 11 6 (152.4) 2-1/8 (54.0) 10/ 5.4 50/ 28

CWS-5870 5-3/16 (131.8 ) 5/8” - 11 7 (177.8) 3-1/8 (79.4) 10/ 6.2 30/ 19

CWS-5884 5-3/4 (146.0) 5/8” - 11 8-1/2 (215.9) 4-5/8 (117.5) 10/ 8.0 30/ 25

CWS-3454 3-5/8 (92.1) 3/4” - 10 5-1/2 (139.7) 1-1/2 (38.1) 50/ 7.6 30/ 38

CWS-3462 4-3/8 (111.1) 3/4” - 10 6-1/4 (158.8) 2-1/4 (57.2) 10/ 8.5 30/ 26

CWS-3470 5-1/8 (130.2) 3/4” - 10 7 (177.8) 3 (76.2) 10/ 9.0 30/ 27

CWS-3484 5-3/4 (146.0) 3/4” - 10 8-1/2 (215.9) 4-1/2 (114.3) 10/ 10.5 30/ 32

CWS-34100 5-3/4 (146.0) 3/4” - 10 10 (254.0) 6 (152.4) 10/ 11.9 30/ 36

Meets ASTM B633 SC1, Type III specifications for electroplating

of 5um = .0002” thickness. This coating is well suited for non-

corrosive environments.

Carbon Steel with Zinc Plating

1. Select a carbide drill bit with a

diameter equal to the anchor

diameter. Drill hole to any depth

exceeding the desired embed-

ment. See chart for minimum

recommended embedment.

2. Clean hole or continue drilling

additional depth to accommo-

date drill fines.

Assemble washer and nut, leaving

nut flush with end of anchor to

protect threads. Drive anchor

through material to be fastened

until washer is flush to surface

of material.

4. Expand anchor by tightening

nut 3-5 turns past the hand

tight position, or to the specified

torque requirement.

INSTALLATION STEPS

APPROVALS/LISTINGS

ICC Evaluation Service, Inc. # ESR-2427

-Category 1 performance rating

-2006 IBC and 2009 IBC compliant

-Meets ACI 318 ductility requirements

-Tested in accordance with ACI 355.2 and ICC-ES AC193

-Listed for use in seismic zones A, B, C, D, E, & F

-3/8”, 1/2”, 5/8” and 3/4” diameter anchors listed in

ESR-2427

City of Los Angeles - #RR25867

Florida Building Code FL#14419.2

LENGTH INDICATION CODE*

CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR

A 1-1/2 < 2 (38.1 < 50.8) K 6-1/2 < 7 (165.1 < 177.8)

B 2 < 2-1/2 (50.8 < 63.5) L 7 < 7-1/2 (177.8 < 190.5)

C 2-1/2 < 3 (63.5 < 76.2) M 7-1/2 < 8 (190.5 < 203.2)

D 3 < 3-1/2 (76.2 < 88.9) N 8 < 8-1/2 (203.2 < 215.9)

E 3-1/2 < 4 (88.9 < 101.6) O 8-1/2 < 9 (215.9 < 228.6)

F 4 < 4-1/2 (101.6 < 114.3) P 9 < 9-1/2 (228.6 < 241.3)

G 4-1/2 < 5 (114.3 < 127.0) Q

9-1/2 < 10

(241.3 < 254.0)

H 5 < 5-1/2 (127.0 < 139.7) R 10 < 11 (254.0 < 279.4)

I 5-1/2 < 6 (139.7 < 152.4) S 11 < 12 (279.4 < 304.8)

J 6 < 6-1/2 (152.4 < 165.1) T 12 < 13 (304.8 < 330.2)

* Located on top of anchor for easy inspection.

SELECTION CHART

Summary of content (3 pages)

PAGE 1
CONCRETE ANCHORING SPECIALISTS DESCRIPTION/SUGGESTED SPECIFICATIONS Trubolt ®+ Seismic Wedge Anchors Seismic Wedge Type Anchors— Trubolt+ Wedge anchors consist of a high-strength threaded stud body, expansion clip, nut and washer. Anchor bodies are made of plated carbon steel. The expansion clip consists of a split cylindrical ring with undercutting grooves. The exposed end of the anchor is stamped to identify anchor length.
PAGE 2
APPENDIX C: Strength Design Performance values in accordance to 2006 and 2009 IBC ITW RED HEAD TRUBOLT+ and TRUBOLT+ OH EDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 193 AND ACI 355.
PAGE 3
APPENDIX C: Strength Design Performance values in accordance to 2006 and 2009 IBC TRUBOLT+ AND TRUBOLT+ OH WEDGE ANCHOR ALLOWABLE STRESS DESIGN (ASD) VALUES FOR ILLUSTRATIVE PURPOSES Anchor Notation Anchor Embedment Depth (inches), hnom Effective Embedment Depth (inches), hef Allowable Tension Load (lbs) 3/8 2 2-1/2 3-3/4 3-1/4 4-3/4 4-3/8 1-5/8 2 3-1/4 2-3/4 4-1/4 3-3/4 1,090 1,490 2,870 2,385 3,910 3,825 1/2 5/8 3/4 For SI: 1 inch = 25.4 mm, 1 ft-lb = 4.45N.