042000_01_00 Brick Ties Submittal_EGI.pdf

PDF 717 KB Posted

Attached to
KSU Project No. 275-25-252, Clendenin North South and West Building Envelope Repairs
Solicitation number
PE-54300-RFQC-2025-000000063
Issued by
Cobb County, Georgia

About this file

This document is a Submittal Cover Sheet and Product Data Sheet for Veneer Anchors, submitted by F.H. Paschen for the KSU Bailey Sports Complex Envelope Repairs project at Kennesaw State University. The submittal includes technical specifications for the DW-10HS Veneer Anchors manufactured by Hohmann & Barnard, Inc., with the specific submission dated 9/9/24. The anchors are designed for attaching brick veneer to metal stud, masonry, concrete, or wood backup surfaces, with a recommended 16" x 16" spacing and available in hot-dip galvanized or stainless steel finishes.

The product data sheet provides detailed technical specifications, including wire composition (carbon steel or stainless steel), zinc coating details, and dimensional information. The anchors are 5½" long with 3" vertical adjustability and come with 9/32" holes, available in 14 or 12 gauge thickness. Hohmann & Barnard recommends stainless steel for maximum corrosion protection and notes that the DW-10HS should not be installed on top of insulation. The submission is part of the broader KSU building envelope repairs project, with the contractor (F.H. Paschen) seeking approval from the owner (Kennesaw State University) and the architect/engineer (RJ Wells – Epsten Group).

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F.H. PASCHEN, S.N. NIELSEN & ASSOCIATES LLC

1344 La France Street, NE Suite 2, Atlanta, GA 30307

p. 404.942.1307 f. 404.228.4050 | www.fhpaschen.com

SUBMITTAL COVER SHEET

Fill out items 1 through 4 below and submit product data sheet, sample, shop drawing, or other items submitted to the Owner/Architect/Engineer. Each submittal line item shall have its own Submittal Cover Sheet.

Project Name: KSU Bailey Sports Complex Envelope Repairs Contractor: FH Paschen

Project Manager: Justice Hill

Address:

739 Trabert Ave NW Atlanta, GA 30318

Phone: 770-584-4267

Architect/Engineer: RJ Wells – Epsten Group Owner: Kennesaw State University

Owner Project Manager:

Emmanuel Bertrand - KSU

1. Date: ________9/9/24 _____

2. Submitted Item: _____DW-10HS Veneer Anchors

3. Manufacturer: _____Hohmann & Barnard, Inc.

4. Notes:

Contractor’s Stamp Owner/ Engineer/ Architect Stamp

No exception taken.

Revise as noted. Do not resubmit. See Notes above.

Revise as noted. Resubmit. See Notes above.

Rejected. See Notes above.

Checking of submittals is only for general conformance with the design concept of the Project and general compliance with the information given in Contract Documents. Any action shown is subject to the requirements of the Drawings and Specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site, quantities, information that pertains solely to the fabrication processes or to techniques of construction, coordination of the work of all trades, and the satisfactory performance of his work.

By: Date:

melikeduyaroglu Submittal

HOHMANN & BARNARD, INC.

CORPORATE HEADQUARTERS

30 Rasons Ct.

Hauppauge, NY 11788 T: 800-645-0616 | www.h-b.com

Branch/Subsidiary Locations:

ALABAMA - ILLINOIS - MARYLAND

NEW YORK - PENNSYLVANIA - TEXAS

UTAH - CANADA

© 2013-2021

IMPORTANT: Since each construction project is unique, the appropriate selection and use of any product contained herein must be determined by competent architects, engineers and other appropriate professionals who are familiar with the specific requirements of the project in question.

This drawing and/or data sheet is the confidential and proprietary information of Hohmann & Barnard, Inc. and is not to be reproduced, copied or disclosed, in whole or in part, without the prior written consent of H&B.

DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY

Veneer Anchors

DW-10HS®

Description:

The DW-10HS® anchor is for anchoring brick veneer to metal stud, masonry, concrete or wood backups when there is no insulation or little potential for wallboard deterioration.

Wire (Carbon Steel):

Cold-drawn steel wire conforming to ASTM A1064/A1064M:

Tensile Strength - 80,000 p.s.i., Yield Point - 70,000 p.s.i. minimum Zinc Coating:

Hot-Dip Galvanized after fabrication: ASTM A153/A153M-B2 (1.5 oz/ft²)

Wire (Stainless Steel):

ASTM A580/A580M - AISI Type 304 or Type 316

Sheet Metal (Carbon Steel):

ASTM A1008/A1008M

Zinc coating:

ASTM A153/A153M-B2 Class B (sheet metal ties and anchors hot-dip galvanized after fabrication).

Sheet Metal (Stainless Steel):

ASTM A 666, ASTM A480/480M, and ASTM A240/A240M AISI Type 304 or 316

NOTE: DW-10HS should NOT be installed on top of insulation.

Dimensions:

DW-10HS® is 5 ½” long with 3” vertical adjustability and is furnished with 9/32"Ø holes. Available 14 ga. or 12 ga. thick.

Vee Byna-Tie® is 3/16”Ø or 1/4”Ø x 3”, 3 ½”, 4”, 4 ½”, 5” long.

Finish:

Hot-Dip Galv. | Stainless Steel: Type 304 Type 316

Note: H&B recommends Stainless Steel for maximum protection against corrosion

Anchor Thickness:

14 gauge 12 gauge

Vee Byna-Tie Ø:

3/16ӯ Standard

1/4ӯ Heavyweight

Vee Byna-Tie Length:

3” 3½” 4” 4 ½”

5” Other _____

H&B RECOMMENDS 16” X 16” SPACINGH&B RECOMMENDS 16” X 16” SPACING

DW-10HS®

Vee Byna-Tie

3"

5 ½"

NOTE: Some configurations are non-stock, contact your local sales manager for price, availability and lead times.

melikeduyaroglu Highlight Hot-Dip Galv. | Stainless Steel: Type 304 Type 316 melikeduyaroglu Highlight Finish:

melikeduyaroglu Callout GC to confirm melikeduyaroglu Highlight Anchor Thickness:

melikeduyaroglu Highlight 14 gauge 12 gauge

Brick Tie Submittal Cover Sheet - Copy
BrickTie_SUBMITTAL-DW-10-HS
finishes: hot-dip galvanized
dw10thick: 14ga
vbtdiam: Off
veebynalength: Off
customvbynalength:
Print Form:
Reset Form:
SAVE FORM:
SAVE FORM HIDE:

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