Hohmann & Barnard, Inc.
30 Rasons Court
P.O. Box 5270
Hauppauge, NY 11788-0270
Telephone: (516) 234-0600
FAX: (516) 234-0683
Website: http://www.h-b.com/


DW-10® SERIES VENEER ANCHORS FOR DRYWALL CONSTRUCTION WITH METAL STUDS

DW-10®-SEISMICLIP® INTERLOCK SYSTEM
Reinforced Masonry Veneer Wall Applications

Why specify the SEISMICLIP® INTERLOCK SYSTEM?

  1. The use of a continuous wire in masonry veneer walls is beneficial in providing additional protection against problems arising from thermal expansion and contraction. It also allows for a more uniform distribution of lateral forces.
  2. This system conforms with requirements of the Uniform Building Code for seismic zones.* The code requires anchored veneer walls to have a continuous wire imbedded in the mortar joint. This wire is to be secured to the anchor, which is fastened to the supporting structure.

Architects, owners and contractors desiring to reinforce masonry veneer for either of the above reasons can now specify this positive mechanical system.

Horizontal joint reinforcement wire and BYNA-TIE are snapped into SEISMICLIP and fully surrounded by mortar. This allows wire, BYNA-TIE and DW-10 Series Anchor to work as a single unit fastened to the steel stud backup.

*CONFORMS TO UBC SEC. 3006 (d) I (i)

THE SEISMICLIP*

  • Is an extrusion of durable, impact-resistant, rigid PVC.
  • Features retaining ridges to ensure correct snap-in insertion of BYNA-TIE and continuous wire.
  • Features a multi-grooved base to bond mortar.
  • Is available in two models: #187 accepts a 3/16 in. dia. BYNA-TIE; #250 accepts a 1/4 in. dia. BYNA-TIE (Both models accept either 9 ga. or 3/16 in. dia. continuous wire.)

SEISMICLIPS ARE SOLD ONLY IN CONJUNCTION WITH COMPATIBLE HOHMANN & BARNARD PRODUCTS.

The DW-10-X®, BYNA-TIE® and SEISMICLIP® Interlock System have been tested and evaluated for use in Seismic Zones 3 & 4 in accordance with ICBO guidelines. See ICBO Evaluation Service, Inc., Evaluation Report No. 4882 for allowable values and/or conditions of use concerning material presented in this document.

CAN. PATENT NO. 1,313,887
U.S. PATENT NO. 4,875,319
OTHER PATS. PEND.