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HomeMy WebLinkAboutEvaluation Report ICC-ESIMES Evaluation Report ESR-1215 Reissued October 1, 2012 This report is subject to renewal November 1, 2014 www.icc-eS.00tt 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 04 00 00—MASONRY 0.43 when tested in accordance with ASTM C177 at an Section: 04 71 00—Manufactured Brick Masonry average thickness of 1.5 inches (38 mm). Section: 04 73 00—Ma ufactured Stone Masonry 4.0 INSTALLATION REPORT HOLDER: A,ppROVED aE, w_VISE AND RE, recast stone vneer must ELDORADO STONE, LQt �n []APPROVED As ®Tcomply ti with on f hisoreP rt, the pmanufa turer'se published 1200 INDUSTRY STREET Iation instructions, and the applicable code. The or ppmmoais made o$ the shop.dra� EVERETT' WASHING facturer's published installation instructions must be (425) 407-0107 durtae s rtwiew do not relieve this srrboor►tra�ofrfdfif� compliance with requiremeuts of the drawingaveftble at the jobsite at all times during installation. The www.eldoradoston_,—e�coAg-wadons, This check is only for review of PmMbr has been evaluated for application over backings of conformance with the design concept of the proje6bffiOnt plaster, concrete or concrete masonry. EVALUATION SUBJECgTale* compliance with the information given° in tiareparation of Baskin contract docsmter". The subcontractor is respowi Wf ra p g: ELDORADO STONED, 61 KJIhANb9uanthies wed d14°c°Q'T'P°Cement Plaster Backings: Cement plaster backings ELDORADO ADOBE® VEej®i9U° and techntq �o e applied over plywood, OSB or gypsum sheathing, ACCENTS oonstrwxton; �w�8 9 W&k�dw� p 1supported by wood or steel studs; over open wood or steel �pedo�awswotkinasattsf studs; over concrete walls; and over concrete masonry 1.0 EVALUATION SCOPE_ MAY 2 8 2011, w Its, when installed as described in' Sections 4.2.1.1 and Compliance with the following cos es: Is2012 International 8 I f ic'T(�1�''#33Sys 4.2.1.1 Installation over Studs: For exterior installations, ■ 2012 International Residential Code' (2012 IRC) the cement plaster backing must be installed over a water - see Section 8.0 resistive barrier complying with IBC Sections 1404.2 ■ Other Codes ( ) and 2510.6 or IRC Sections R703.2 and R703.6.3, as Properties evaluated: applicable. Also, flashing must be installed as required ■ Veneer strength and durability by IBC Sections 1405.4 and 1405.10.1.2 or IRC Sections ■ Surface burnin R703.8 and R703.12.2, as applicable, and weep screeds Lertrmust be installed at the bottom of the stone veneer. The ■ Thermal Resist oe weep screeds must comply with, and be installed in accordance with, IBC Section 1405.10.1.2 or IRC Section 2.0 USES R703.12.2, as applicable. In addition, the weep screeds Eldorado Stone is used as an adhered, non -load -bearing must have holes with a minimum diameter of 3/16 inch exterior veneer or interior finish on non -fire -resistance -rated (4.8 mm) spaced at a maximum of 33 inches (838 mm) wood -framed or light gage steel stud walls, concrete walls on center, as required by Section 6.1.6.2 of TMS 402/ACI or concrete masonry walls. 530/ASCE 5, which is referenced in IBC Section 1405.10. 3.0 DESCRIPTION The veneer must be installed with the clearances required Eldorado Stone, Eldorado Bricks and Eldorado Adobee by IBC Section 1405.10.1.3 or IRC'Section R703.12.1, as applicable. veneers and Eldorado Accents are precast concrete Studs must be spaced no more than 16 inches (406 mm) products made to resemble natural stone, brick or on center. Lath must be a 2.5 Ib/yd2 (1.4 kg/m2) diamond adobe, respectively, in color and in texture. The concrete mesh metal lath conforming to ASTM C847; a 3.4 Ib/yd2 is composed of cement, aggregate, water, admixtures (1.8 kg/m2), 3/© inch thick ribbed lath conforming to ASTM and coloring. The veneer units are molded and cured at C847; or a 1.4 Ib/yd2 (0.760 kg/m2) galvanized woven wire the plant. The average saturated weight of the installed mesh conforming to ASTM C1032. Lath may be self - veneer units does not exceed 15 pounds per square foot furred or non -furred, provided furring or furring fasteners (73.2 kg/m2). Recognized patterns of veneer and accents are used. When the cement plaster backing is installed are listed in Table 1. over open studs, a paper back lath must be used. All The precast veneer has a Class A finish rating in lath must be installed over the water -resistive barriers by accordance with IBC Section 803.1.1 and complies with following lath manufacturer's installation guidelines and the flame -spread and smoke -development requirements of recommendations. Lath or mesh must be fastened to each IRC Section R302.9. The stone veneer has an R-value of of the wall studs as required by ASTM C1063 and IRC R.Y.-I S 8raluation Reports ara not to Ge construed as representing aesthetics or arm other attributes not specifically addressed not, are they to be constued as on endorseuteru of the sulject of the report or a reconnnendation,/in• its use. There is no warranty iq, WC l i-aluation Service, LLC, express or implied as �� t -� ha any firrding or other matter in this report. or as to any prnduc[ covered by the repose. nmee MR - Copyright Copyright © 2012 Page 1 of 3 ESR-1215 I Most Widely Accepted and Trusted Page 2 of 3 section R703.6.1. Fasteners must be spaced a maximum of 6 inches (153 mm) on center. For attaching lath to wood studs, fasteners must be galvanized nails having a minimum shank diameter of 0.120-inch, a minimum head diameter of inch (11.1 mm) and sufficient length to penetrate the studs a minimum of 1-inch. Wood studs must have a minimum specific gravity of 0.42. For attaching lath to steel studs, fasteners must be a minimum of #12 corrosion resistant pan head or pancake head self -drilling, tapping screws having sufficient length to protrude a minimum of 3/9 inch (9.5 mm) through the stud. Steel studs must be a minimum of 33 mils thick. A scratch coat of Type N or S mortar (cement plaster) complying with ASTM C926 must be applied over the lath to a thickness Of inch to 3/4 inch (12.7 to 19.1 mm). The scratch coat must be scored horizontally in accordance with the manufacturer's published installation instructions, and must be allowed to cure in accordance with IBC Section 2512.6, prior to the application of the veneer units. 4.2.1.2 Installation over Concrete and Masonry: The veneer units may be applied directly to concrete and masonry backing without lath, provided the concrete and masonry surface is clean. Where lath is used, it must be corrosion -resistant metal lath complying with ASTM C847, or 1.4 Ib/yd2 (0.760 kg/m2), corrosion -resistant, woven wire plaster base complying with ASTM C1032. The lath must be fastened to the wall in accordance with Section 7.10 of ASTM C1063, and IRC Section R703.6.1, as applicable. The fasteners must be spaced a maximum of 6 inches (152 rrm) on center vertically and 16 inches (406 mm) on center horizontally. The gravity load (shear) capacity and negative wind load (pull-out) capacity of the proprietary fasteners must be justified to the satisfaction of the code official. The scratch coat must be applied as described in Section 4.2.1.1. 4.2.2 Concrete and Masonry Backing: Concrete masonry and poured concrete wall surfaces must be prepared in accordance with Section 5.2 of ASTM C926, and IBC Section 2510.7, as applicable. Alternatively, a cement plaster backing may be installed as described in Section 4.2.1. 4.3 Application of Veneer Units: Prior to the application of the veneer units, the scratch coat or other backing and the back of the veneer units must be moistened in accordance with the manufacturer's instructions. A minimum 'h inch -thick (12.7 mm) setting bed of Type N or S mortar must be applied to the back of the veneer units, and the veneer units must be pressed firmly in place, squeezing the mortar out around all veneer unit edges. For grouted patterns, joints between veneer units must be grouted and tooled in accordance with the veneer manufacturer's published installation instructions. 5.0 CONDITIONS OF USE The precast stone veneer described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with this report, the manufacturer's published installation instructions and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The use of the precast stone veneer has been evaluated for installation on walls with cement plaster, concrete or concrete masonry backings. 5.3 Expansion or control joints, used to limit the effect of differential movement of supports on the veneer system, are to be specified by the architect, designer or veneer manufacturer, in that order. Consideration must also be given to movement caused by temperature change, shrinkage, creep and deflection. 5.4 In jurisdictions adopting the IBC, the supporting wall must be designed to support the installed weight of the veneer system, including veneer, setting bed and cement plaster backing, as applicable. At wall openings, the supporting members must be designed to limit deflection to of the span of the supporting members. 5.5 In jurisdictions adopting the IRC, where the seismic provisions of IRC Section R301.2.2 apply, the average weight of the wall supporting the precast stone veneer, including the weight of the veneer system, must be determined. When this weight exceeds the applicable limits of IRC Section R301.2.2.2.1, an engineered design of the wall construction must be performed in accordance with IRC Section R301.1.3. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the [CC -ES Acceptance Criteria for Precast Stone Veneer (AC51), dated February 2008 (editorially revised April 2012). 6.2 Report of testing of surface -burning characteristics in accordance with ASTM E84. 6.3 Report of testing on thermal resistance in accordance with ASTM C177. 7.0 IDENTIFICATION Boxes of precast stone veneer units are identified with the manufacturer's name (Eldorado Stone), the pattern name, the manufacturing date and location, and the evaluation report number (ESR-1215). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products described in this report were evaluated for compliance with the following codes: ■ 2009 International Building Code° (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ 2006 International Building CodeO (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) The Eldorado Stone products described in this report comply with, or are suitable alternatives to what is specified in, the codes listed above, subject to the provisions of Sections 8.2 through 8.7. 8.2 Uses: See Section 2.0. 8.3 Description: See the first paragraph of Section 3.0 and the following: The precast veneer has a Class A finish rating in accordance with 2009 IBC Section 803.1.1 (2006 IBC Section 803.1) and complies with the flame -spread and smoke -development requirements of 2009 IRC Section R302.9 (2006 IRC Section R315). The stone veneer has an R-value of 0.43 when tested in accordance with ASTM C177 at an average thickness of 1.5 inches (38 mm). 8.4 Installation: 8.4.1 General: See Section 4.1. 8.4.2 Preparation of Backing: 8.4.2.1 Cement Plaster Backings: See Section 4.2.1. ESR-1215 I Most Widely Accepted and Trusted Page 3 of 3 8.4.2.1.1 Installation over Sheathing: For exterior installations, the cement plaster backing must be installed over a water -resistive barrier complying with 2009 and 2006 IBC Sections 1404.2 and 2510.6 or 2009 and 2006 IRC Sections R703.2 and R703.6.3, as applicable. Also, flashing must be installed as required by 2009 IBC Section 1405.4 (2006 IBC Section 1405.3) or 2009 and 2006 IRC Section R703.8, as applicable, and weep screeds must be installed at the bottom of the stone veneer. The weep screeds must comply with, and be installed in accordance with, 2009 and 2006 IBC Section 2512.1.2 or 2009 and 2006 IRC Section R703.6.2.1, as applicable. In addition, the weep screeds must have holes with a minimum diameter of 3/16 inch (4.8 mm) spaced at a maximum of 33 inches (838 mm) on center, as required by Section 6.1.5.2 of TMS 402/ACI 530/ASCE 5 (Section 6.1.5.2 of ACI 530/ASCE 5/TMS 402), which is referenced in 2009 IBC Section 1405.10 (2006 IBC Section 1405.9). For additional requirements, see the second paragraph of Section 4.2.1.1. 8.4.2.1.2 Installation over Open Studs: See Section 4.2.1.2. 8.4.2.1.3 Installation over Concrete and Masonry: See Section 4.2.1.3. 8.4.2.2 Concrete and Masonry Backing: See Section 4.2.2. 8.4.3 Application of Veneer Units: See Section 4.3. 8.5 Conditions of Use: See Section 5.0. 8.6 Evidence Submitted: See Section 6.0. 8.7 Identification: See Section 7.0. TABLE 1—RECOGNIZED PATTERNS PRODUCT PATTERNS Ashlar, Broken Top, Bluffstone, Castlestone, Cliffstone, Coarsed Stone, Coastal Ledge, Coastal Reef, Cobblestone, Country Rubble, Creek Cobble, Cypress Ridge, Fieldledge, Granite, Hillstone, Ledge Quartz, Limestone, Monarch, Mountain Ledge, Mountain Ledge Panels, Quarrystone, Quartz, River Rock, Rough Cut, Rustic Ledge, Sandstone, Shadow Rock, Stacked Stone, Top Rock, Vintage Manor, Eldorado Stone' Weather Edge, Pizzara Stone Panels, Broken Top, River Rock Creek Cobble, Stream Stone River Rock, Water Wash, Northwest River Rock, Rustic Rubble, Austin Chalk, Bel Air Rubble Regular, Constanza, Del Sur, Lompopo Rubble,.Driftstone, Venezia Rubble, Original Lava, Moss Rock, Ridge Rock, Red Lion, Ocala, Georgia Ledge, Iowa Ledgestone, White Water River Rock, June Rock, Mude Jar Rock, Beach Lava, Vermont Slate, Andora Stone Panel, Travertine Eldorado Brick' Modena Brick, Roma Brick, Tundra Brick, Via Brick, Clinker Brick, Broken Used Brick, Carabus Brick, Rough Used Brick, Antique Brick, Smooth Used Brick, New Brick Eldorado Adobew' Camino Adobe, Capistrano Adobe Eldorado Accents Window Surround, Travertine Trim Corner Molding, Travertine Trim Straight Molding ICC-ES Evaluation Report ESR-1215 FBC Supplement Reissued October 1, 2012 This report is subject to renewal November 1, 2014 www.ice-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 04 00 00—MASONRY Section: 04 71 00—Manufactured Brick Masonry Section: 04 73 00—Manufactured Stone Masonry REPORT HOLDER: ELDORADO STONE, LLC 1200 INDUSTRY STREET EVERETT, WASHINGTON 98203 (425) 407-0107 www.e I doradosto ne.com EVALUATION SUBJECT: ELDORADO STONEe, ELDORADO BRICK° AND ELDORADO ADOBEe VENEERS AND ELDORADO ACCENTS 1.0 REPORT EVALUATION AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Eldorado Stone, Eldorado Brick and Eldorado Adobe Veneers and Eldorado Accents, recognized in [CC -ES master report ESR-1215, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 Florida Building Code —Building ■ 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The Eldorado Stone, Eldorado Brick and Eldorado Adobe Veneers and Eldorado Accents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1215, comply with the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Codee (IBC) provisions noted in the master report, provided that the veneer has a clearance to the final earth grade on the exterior of the building as required by Section 1403.7 of the 2010 Florida Building Code —Building or Section R704 of the Florida Building Code —Residential, as applicable. Use of the Eldorado Stone, Eldorado Brick and Eldorado Adobe Veneers and Eldorado Accents for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code —Building and the 2010 Florida Building Code — Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued on October 1, 2012. IC(' -ES Evaluation Reports ore not in he construed as representing aesthetics or any other ourihrnes not spec-frcnlly addressed, nor are they to he construed Moo as an endorsement of the subject oJ'the report or a recoininendation for its use. There is no umrranty by ICC kvahtation Service. LLC, express or implied, as �-p to agvJindhcg or other inutter in this report, or cis to atv product covered by the report., Copyright© 2012 Pagel of 1 Adhered Veneers & Accessories Eldorado Stone is designed to meet or exceed building code requirements. Independent testing confirms compliance with ICC-ES Acceptance Criteria 51 for Adhered Stone Veneer. Supporting test data is available upon request. Local building codes may vary by area. Always check with your local building authorities before installing stone. For additional technical information please visit: wwm.eldoradostone.com. Ingredients Shear Bond (Adhesion) Light weight aggregate Tested in accordance with ASTM C482 Portland cement Greater than 50 psi shear bond strength Mineral oxide colors Code Acceptability & Certification UL Registered Mineral composition units Surface burning characteristics FlameSpread 0 Smoke Developed 0 ICC ESR-1215 ICC ESR-1215 FBC Supplement Los Angeles Research Report #25589 HUD Materials Release 11910 ASTM C1670 CE Declaration of Conformity N R 4290905-5 Absorption Tested in accordance with section 3.1.4 & 4.6 of Aug, 10) ICC-ES Acceptance Criteria 51 rxrRanarroaru M E M 0 E A Density Tested in accordance with ASTM C567 ��ASStF��o uL Shippingweight is approx. 9-11 lbs. per square foot Thermal Resistance P Tested in accordance with ASTM C177 ���wr�5 E�I�i'�eg value = 0.42 to 0.62 (ftz - F-Itr)/BTU amiR IN1R-1AIIDNAL Kfactor = 2.4-3.5 BTU-4t/hr-ft1-F GOOF. COUNCIL Compressive Strength CE Testing in accordance with 0192 & C39 Compressive strength isgreater than 1800 psi Color Retention Only permanent mineral oxide colorsare used. No undesirable color change can be observed, even afteryears of weathering Cost The installed cost of Eldorado Stone is approximately 1/3to 1/2 the total cost of natural stone Freeze -thaw Durability Tested in accordance with ASTM C666 & C1364 Less than 3 percentweight loss at50 cycles Less than 5 percentweight loss at 300 cycles Tensile Strength Tested in accordance with ASTM C190 Flexural Strength Tested in accordance with ASTM C348 �19 * '\I�S T.., eldoradostone.com 800.925.1491 MIN