092423_02_00 Control Joint 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: RJ Wells – Epsten Group Owner: Kennesaw State University

Owner Project

Manager:

Emmanuel Bertrand - KSU

1. Date: ______7/19/24 _____

2. Submitted Item: ________Double-V Control Joint

3. Manufacturer: ____Clark Dietrich___

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:

REVIEWED NO

COMMENT

REVISE &

RESUBMIT

BY

SUBMITTAL#

DATE

SPEC

RJWells 7/24/2024

092423-02-00 092423 epstengroup 101 Marietta Street NW Suite 2600 Atlanta, Georgia 30303 t 404 577 0370 epstengroup.com

Disclaimer: Review is for systems commissioning only. Submittal acceptance or rejections above are recommendations only. Final approval is the responsibility of the Design Professional.

EGI General Comments

1. This product is part of a whole stucco assembly, the acceptance of this product is contingent on the use of other compatible AWRB and stucco components. Review comments on other stucco-related submittals prior to procurement.

2. Product substitutions are not accepted unless explicitly accepted in writing by the manufacturer.

3. Fasteners must be compatible with the control joint and stucco assembly. Fasteners must engage with backup wall framing and spaced according to written manufacturer instructions. If the backup wall construction (sheathing, framing, etc.) exhibits deficiencies, notify the Architect and stucco manufacturer for review.

4. Ground height dimension to be coordinated with stucco assembly thickness so that the stucco finish plane aligns with the outermost edge of the control joint.

5. Individual stucco panels, as defined by perimeter casing beads, control joints, drop edges, and other manufacturer approved accessories, must not exceed 144 sq.ft. surface are and must not exceed a length-to-width ratio greater than 2.5:1 unless explicitly accepted in writing by the manufacturer.

#15 Double-V Control Joint (VVCJ) Expanded flange control joint

#15 Expanded Flange Control Joint (Double-V) is used to relieve stresses in large plastered areas of walls, ceilings, and stucco areas. The Double-V Control Joint counteracts the inherent shrinkage during stucco curing and general thermal changes.

This nearly inconspicuous, expanded wing control joint minimizes cracking and assures proper plaster and stucco thickness.

Ground heights include 3/8” for thin coat plaster and 1/2", 5/8", 3/4" and 7/8" for conventional plaster applications. Follow use provisions outlined in ASTM C1063.

The #15 Double-V Control Joint is also available in zinc alloy for increased corrosion resistance.

Product Data & Ordering Information:

Material: 26 Gauge, G-60 Hot-Dipped Galvanized Steel

Also available in 99.97% pure Zinc, compliant with ASTM B69

Grounds: 3/8", 1/2", 5/8", 3/4" and 7/8" Grounds, 10' lengths

Ground Length Pcs./Ctn.

3/8" 10' 24

1/2" 10' 24

5/8" 10' 24

3/4" 10' 24

7/8" 10' 24

Code Approvals & Performance Standards

ASTM A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process ASTM C1063 Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster ASTM C1861 Standard Specification for Lathing and Furring Accessories, and Fasteners, for Interior and Exterior Portland Cement-Based Plaster SDS For ASTM A653 Steel Finishing Products For Interior Finishing and Exterior Finishing

Storage:

All stored materials shall be kept dry. Materials shall be stacked off the ground, supported on a level platform, and protected from the weather and surface contamination conforming to ASTM C1063.

Limitations:

Galvanized steel products should not be used with magnesium oxychloride cement stucco or Portland cement stucco containing calcium chloride additives. The selection of the appropriate type of material for accessories shall be determined by the surrounding climatic and environmental conditions such as salt air, industrial pollution and high humidity.

Sustainability Credits For more details and LEED letters contact Technical Services at 888-437-3244 or visit clarkdietrich.com/LEED.

LEED v4.1 MR Credit: Environmental Product Declarations: EPD (1 point) - Sourcing of Raw Materials (up to 2 points) - Material Ingredients (1 point) - Construction and Demolition Waste Management (up to 2 points)

LEED v4 MR Credit: Building Product Disclosure and Optimization: EPD (1 point) - Sourcing of Raw Materials (1 point) - Material Ingredients (1 point) - Construction and Demolition Waste Management (up to 2 points) - Innovation Credit (up to 2 points).

Product Submittal Sheet Technical Services: 888-437-3244, Engineering Services: 877-832-3206, Sales 800-543-7140

Drywall 09.22.36 (Metal Lath)

#15 Double-V Control Joint The technical content of this literature is effective 07/31/23 and supersedes all previous information.

https://www.astm.org/catalogsearch/result/?q=a653 https://www.astm.org/catalogsearch/result/?q=c1063 https://www.astm.org/catalogsearch/result/?q=c1861 https://www.clarkdietrich.com/sites/default/files/media/documents/CD_SDS-Steel_A653.pdf https://www.clarkdietrich.com/LEED https://www.clarkdietrich.com https://www.clarkdietrich.com/node/209