Measurement Guide

ManualsBrandsBoral ManualsBuilding materialsVersetta 36 in. x 8 in. Stone Carved Block Midnight Stone Veneer Corner Panel (6-Bundles per Box)

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Versetta Stone

Panelized Stone Veneer

Applications Using Continuous Insulation

Over Concrete or Masonry Walls

TER No. 1312-03

Boral Stone Products LLC

Issue Date: February 11, 2014

Updated: March 22, 2018

Subject to Renewal: April 1, 2019

200 Mansell Court East, Suite 310

Roswell, GA 30076

419-318-5345

949-341-8890 (fax)

chris.hines@boral.com

versettastone.com

DIVISION: 07 00 00 – THERMAL AND MOISTURE PROTECTION

Section: 07 44 53 – Glass Fiber Reinforced Cementitious Panels

Section: 07 44 63 – Fabricated Faced Panel Assemblies

1. Product Evaluated:

1.1. Versetta Stone

Panelized Stone Veneer

1.2. For the most recent version of this Technical Evaluation Report

(TER), visit drjengineering.org. For more detailed state professional

engineering and code compliance legal requirements and references,

visit drjengineering.org/statelaw. DrJ is fully compliant with all state

professional engineering and code compliance laws.

1.3. This TER can be used to obtain product approval in any country that

is an IAF MLA Signatory (all countries found here) and covered by an

IAF MLA Evaluation per the Purpose of the MLA (as an example,

see letter to ANSI from the Standards Council of Canada).

Manufacturers can go to jurisdictions in the U.S., Canada and

other IAF MLA Signatory Countries and have their products readily

approved by authorities having jurisdiction using DrJ’s ANSI

accreditation.

1.4. Building code regulations require that evaluation reports are provided

by an approved agency meeting specific requirements, such as those

found in IBC Section 1703. Any agency accredited in accordance with

ANSI ISO/IEC 17065 meets this requirement within ANSI’s scope of

accreditation. For a list of accredited agencies, visit ANSI’s website.

For more information, see drjcertification.org.

Summary of content (9 pages)

PAGE 1
Versetta Stone® Panelized Stone Veneer Applications Using Continuous Insulation Over Concrete or Masonry Walls Boral Stone Products LLC 200 Mansell Court East, Suite 310 Roswell, GA 30076 419-318-5345 949-341-8890 (fax) chris.hines@boral.com versettastone.com TER No.
PAGE 2
Technical Evaluation Report (TER) 1.5. Requiring an evaluation report from a specific private company (i.e. ICC-ES, IAPMO, CCMC, DrJ, etc.) can be viewed as discriminatory and is a violation of international, federal, state, provincial and local anti-trust and free trade regulations. 1.6. DrJ’s code compliance work: 1.6.1. Conforms to code language adopted into law by individual states and any relevant consensus based standard such as an ANSI or ASTM standard. 1.6.2.
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Technical Evaluation Report (TER) 3.1.5. 4. To determine the ability of various fasteners to support the gravity and transverse loads induced by the products when installed over concrete and masonry construction with the addition of continuous insulation installed between the framing and the Versetta Stone®. 3.2. Use in applications requiring a fire-resistance rating are outside the scope of this evaluation. 3.3.
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Technical Evaluation Report (TER) 5.4.3. 5.5. Design in accordance with generally accepted engineering practice may be used as an alternative to Section 5.3. For additional information or use in other applications, consult the manufacturer’s installation instructions. Material Concrete (minimum 2,500 psi) Masonry (medium/normal hollow CMU per ASTM C90) Fastener Minimum Fastener Penetration 0" 0.5" 1.0" 1.5" 2.0" 2.5" 3.0" Thickness of Continuous Insulation (in.) 3/16" Tapcon 0.1875" 1.
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Technical Evaluation Report (TER) Material Minimum Fastener Penetration (in.) Maximum Wind Pressure (psf) Masonry (Lightweight) 1" or ¾" 37.3 Masonry (Medium/normal) 1" or ¾" 37.3 1" 117.3 ¾" 67.2 Masonry (Lightweight) 1" or ¾" 37.3 Masonry (Medium/normal) 1" or ¾" 37.3 Fastener Hilti Pin X-C Concrete Hilti Pin X-U Tapcon 3/16" Hex Screw Tapcon 1/4" Hex Screw Concrete 1" or ¾" 117.3 Masonry (Lightweight) 1" 54.3 Masonry (Medium/normal) 1" 89.6 Concrete 1.5" 136.
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Technical Evaluation Report (TER) 150 79.7 84.0 87.3 90.0 92.1 94.3 160 90.7 95.6 99.3 102.4 104.9 107.4 180 114.7 120.9 125.6 129.5 132.6 135.7 200 141.6 149.3 155.0 159.9 163.7 167.6 1. Design wind pressures shown are for 30' mean roof height, effective wind area of 10 sq. ft., wall corner zone 5. For other conditions, see ASCE 7-10 Table 30.5-1 Table 3: General Wind Pressure Resistance Criteria per ASCE 7-10 for Components & Cladding, Method 1 5.6.
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Technical Evaluation Report (TER) 7.3. Reports showing compliance with ASTM D3679, Annex 1 for Pressure Equalization. 7.4. Reports of transverse wind load testing in accordance with ASTM D5206, Procedure B. 7.5. Reports showing compliance with ASTM E84 for surface burning. 7.6. Report showing compliance with ASTM E2273 for water drainage efficiency. 7.7.
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Technical Evaluation Report (TER) construction is not approved, the building official shall respond in writing, stating the reasons the alternative was not approved. 8.4. This product has been evaluated with the codes listed in Section 2, and is compliant with all known state and local building codes. Where there are known variations in state or local codes that are applicable to this evaluation, they are listed here: 8.4.1. 8.5.
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Technical Evaluation Report (TER) 9.5.1.2. The Construction Documents shall be accurate and reliable and shall provide the location, direction and magnitude of all applied loads and shall be in accordance with IRC Section R301 and IBC Section 1603. 9.5.2. Construction Documents 9.5.2.1. Construction Documents shall be submitted to the Building Official for approval and shall contain the plans, specifications and details needed for the Building Official to approve such documents. 9.6. Responsibilities 9.