042000_06_00 Anchor Plates Submittal_EGI.pdf

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 Clendenin Building Envelope Repairs Contractor: FH Paschen

Project Manager: Justice Hill

Address:

739 Trabert Ave NW Atlanta, GA 30318

Phone: 770-584-4267

Architect/Engineer: Olu Oshinubi – Epsten Group Owner: Kennesaw State University

Owner Project Manager:

Emmanuel Bertrand - KSU

1. Date: ______9/27/24 _____

2. Submitted Item: ________Veneer Anchor Plates

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:

APPROVED

APPROVED AS CORRECTED

REVISE AND RESUBMIT

REJECTED

Fabrication / Installation may be undertaken. Approval does not authorize changes to the Contract Sum or Contract Time.

Fabrication and/or Installation MAY NOT be undertaken. In resubmitting, limit corrections to items marked.

NO PRIOR APPROVAL STAMP

BY CONTRACTOR

NOT A REQUIRED SUBMITTAL

ACTION AS NOTED BELOW

Review / approval neither extends nor alters contractual obligations of the Architect or Contractor.

The Epsten Group, Inc.

DATE REVIEWER

X

X

09/30/24 Olu Oshinubi, VP / Arch

Olu Oshinubi, VP / Arch 09/26/24

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

H&B RECOMMENDS 16” X 16” SPACING

Veneer Anchor Plates

HB-213-2X

Adjustable Veneer Anchor

DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY

HB-213

HB-213 Anchor Backplate Finish:

Hot-Dip Galvanized

Stainless Steel - Type 304 Stainless Steel - Type 316 H&B recommends Stainless Steel for maximum protection against corrosion

HB-213 Backplate (Equal to thickness of insulation):

0” 1” 1 ½” 2” 2 ½” 3” 3 ½”

4” 4 ½” 5” 5 ½” 6”

Backplate Thickness:

14 ga. (1.9 mm) 12 ga. (2.7 mm)

3/16ӯ Compressed Leg Hook Length:

3” (300H-2X) 4” (400H-2X) 5” (500H-2X)

6” (600H-2X) 7” (700H-2X)

HB-213 Washer (Optional)

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.

HB-213 Washer

(OPTIONAL)

9/32ӯ holes (two fasteners per plate recommended)

The embedded portion of the 2X-Hook is 3/16”Ø round wire, satisfying the code requirement that the mortar bed thickness (typically 3/8”) must be twice the diameter of the wire.

NOTE: 2X-HOOK CAN BE

INSTALLED WITH LEGS POINTING

UP OR DOWN.

MATERIAL CONFORMANCE

Wire (Carbon Steel):

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

Tensile Strength - 80,000 psi | Yield Point - 70,000 psi 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 & Type 316 H&B manufactures steel wire products from a minimum of 95% recycled material.

Sheet Metal (Carbon Steel): ASTM A1008/A1008M Zinc Coating: Hot-Dip Galvanized: (refer to wire above) Sheet Metal (Stainless Steel):

ASTM A666, ASTM A480/480M, and ASTM A240/A240M AISI Type 304 or 316

2X-HOOK: U.S. Pat. No. 8,613,175

NOTES:

• State overall wall size & cavity or insulation thickness when ordering

• Two fasteners per plate recommended

• Needs 3/4 inch (19mm) to 1 inch (25mm) minimum air cavity

• For attachment to concrete, block or brick see 523 Brass Expansion Bolt

• For wide cavity conditions refer to the HB-213-HS

Hohmann & Barnard’s 2X-Hook has been tested and designed to withstand over 200-lbf, in tension or compression, at maximum allowed offset (TMS 402/602-16 12.2.2.5.5.4) of 1¼” (disengagement of the pintle from the veneer anchor). These results exceed BIA recommendations and the capabilities of standard “round wire” hooks/pintles by over 100%, while maintaining the ASTM A1064/1064M wire specification.

HB-213 WITH 2X HOOKS (WORKING LOAD*)

CAVITY 0” OFFSET ⅝” OFFSET 1 ¼” OFFSET

TEST 14 GA 12 GA 14 GA 12 GA 14 GA 12 GA

4 ½” 723# 1059# 382# 436# 260# 332# TENSION

4 ½” 1009# 1124# 402# 396# 267# 262# COMPRESSION

7 ½” 556# 928# 435# 399# 293# 320# TENSION

7 ½” 645#** 1128# 370# 300# 235# 251# COMPRESSION

* WORKING LOAD

DETERMINED AT

.05" DEFLECTION

Tests were completed for 3” and 6” insulation with 1 ½” air cavity.

** HB-213 backplate buckled before .05” deflection.

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04 26 13 2.4 brick ties

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