DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: AMERICAN EAGLE MATERIALS, LLC

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1 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) (562) es.org ESR 2729 Reissued 04/2017 This report is subject to renewal 04/2019. DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: AMERICAN EAGLE MATERIALS, LLC 120 WEST DELHI AVENUE NORTH LAS VEGAS, NEVADA EVALUATION SUBJECT: SAN KOTE STUCCO SYSTEM Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2017 ICC Evaluation Service, LLC. All rights reserved.

2 ICC-ES Evaluation Report ESR-2729 Reissued April 2017 Revised August 2017 This report is subject to renewal April (800) (562) A Subsidiary of the International Code Council DIVISION: FINISHES Section: Portland Cement Plastering REPORT HOLDER: AMERICAN EAGLE MATERIALS, LLC 120 WEST DELHI AVENUE NORTH LAS VEGAS, NEVADA (702) EVALUATION SUBJECT: SAN-KOTE STUCCO SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: 2015 and 2012 International Building Code (IBC) 2015 and 2012 International Residential Code (IRC) Properties evaluated: Structural Weathering Fire-resistance-rated construction 2.0 USES The San-Kote Stucco System is an alternative exterior wall covering to that specified in IBC Chapter 25 and IRC Section R703. The system may be used in a one-hour fire-resistance-rated wall assembly when installed in accordance with Section 4.4 of this report. 3.0 DESCRIPTION 3.1 General: The San-Kote Stucco System is a proprietary mixture of portland cement, sand, glass fibers and proprietary ingredients reinforced with wire fabric or metal lath and applied to substrates of expanded polystyrene (EPS) insulation board, gypsum sheathing board, fiberboard or plywood. The system is installed on exterior walls of wood, steel stud, masonry and concrete wall construction. 3.2 Materials: San-Kote Stucco: The stucco is a factory-prepared mixture of Type I, II or III portland cement complying with ASTM C150, Type E glass fibers and proprietary additives. The mixture is packaged in 80-pound (36.3 kg) bags. Four and one-half to 6 gallons (17.0 to 22.7 L) of water and 240 pounds (109 kg) of sand are added to each bag in the field and mixed in accordance with the manufacturer s recommendations. Alternatively, the mixture may be blended at a batching plant and delivered with sand in a bulk-mixer to the jobsite and field-mixed with water, under the following conditions: The bulk-mixer bears an identification label that includes the American Eagle Materials, LLC name and address, the batch plant name and address, the product name, and the evaluation report number. A signed certificate from the batching plant accompanies each batch specifying the plant name, contractor s name, jobsite address, date, materials batched, the quantity and the curing instructions. The ratio of batched amounts must be 240 pounds (109 kg) of sand to 80 pounds (36.3 kg) of mixture. Procedures are in place to prevent tampering in controlling the amount of mixture and sand combined. Approved color pigments may be added to the stucco mix in accordance with the manufacturer s instructions Sand: Sand must be clean and free from deleterious amounts of loam, clay, silt, soluble salts and organic matter. Sampling and testing must comply with ASTM C144 or ASTM C897 or be within the following limits: RETAINED ON U.S. STANDARD SIEVE PERCENT RETAINED BY WEIGHT ± 2 PERCENT Min. Max. No. 4 0 No No No No No Insulation Board: Expanded polystyrene (EPS) insulation board must have a nominal density of 1.5 pounds per cubic foot (24 kg/m 3 ), and a flame-spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84, and must comply with ASTM C578 as Type II. All boards must be recognized in a current ICC-ES evaluation report. See Section 7.3 of this report for board identification. Boards installed without sheathing, over open framing must be 1 inch to 1 1 / 2 inches (25.4 to 38 mm) thick and ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 9

3 ESR-2729 Most Widely Accepted and Trusted Page 2 of 9 have 3 / 8-inch-high (9.5 mm) tongues with compatible grooves for horizontal joints. See Figure 1 for joint detail. When installed over solid sheathing, with a codecomplying water-resistive barrier, the insulation boards must have 1 / 4-inch-wide-by- 1 / 8-inch-deep (6.4 mm by 3.2 mm) vertical grooves spaced at 12 inches (405 mm) on the back face of the boards. As an alternate to the vertical grooves on the foam plastic board, installation of flat-faced boards over a solid sheathing may incorporate the Tyvek StuccoWrap or Tyvek DrainWrap water-resistive barrier recognized in ESR Lath: Wire Fabric Lath: Wire fabric lath must comply with the ICC-ES Acceptance Criteria for Metal Plaster Bases (Lath) (AC191) or be recognized in a current ICC- ES evaluation report for use with cementitious exterior wall coverings. Minimum No. 20 gage [0.035 inch (0.89 mm)], 1-inch (25.4 mm) galvanized steel, woven-wire fabric must be used. Lath must be furred when applied over all substrates except unbacked foam plastic insulation board. Furring must comply with the following requirements: When maximum total coating thickness is 1 / 2 inch (12.7 mm) or less, the body of the lath must be furred a minimum of 1 / 8 inch (3.2 mm) from the substrate after installation. When total coating thickness is greater than 1 / 2 inch (12.7 mm), No. 17 gage [0.058 inch (1.5 mm)] woven-wire fabric lath must be used. The body of the lath must be furred a minimum of 1 / 4 inch (6.4 mm) from the substrate after installation Metal Lath: Metal lath must comply with AC191, and IBC Table or IRC Section R703.6, as applicable. Furring requirements are as set forth in Section for wire fabric lath Gypsum Board: Water-resistant core-treated gypsum sheathing must comply with ASTM C79 or ASTM C1396. Gypsum wallboard must comply with ASTM C36 or ASTM C Fiberboard: Minimum 1 / 2-inch-thick (12.7 mm), asphalt-impregnated fiberboard must comply with ASTM C208, Type IV, Grade 1 wall sheathing Wood Structural Panels: Wood structural panel sheathing must be minimum 5 / 16-inch-thick (7.9 mm) plywood for studs spaced 16 inches (406 mm) on center, and minimum 3 / 8-inch-thick (9.5 mm) plywood or oriented strand board (OSB) for studs spaced 24 inches (610 mm) on center. Plywood must comply as exterior-grade or Exposure 1 in accordance with U.S. DOC PS-1; and OSB must be Exposure 1 complying with US DOC PS Caulking: The caulking must be acrylic latex caulking material complying with ASTM C834, or polyurethane, polyurethane modified, polysulfide or silylterminated polyether elastomeric sealant complying with ASTM C Weather Protection: Water-resistive Barrier: A water-resistive barrier is required and must comply with IBC Section , and IRC Section R703.2 as applicable. Minimum No. 15 asphalt nonperforated felt, complying with ASTM D226, Type I, or a material recognized in a current ICC-ES evaluation report as complying with the ICC-ES Acceptance Criteria for Water-resistive Barriers (AC38), is required. When application is over any wood-based sheathing, the barrier must be one of the following: 1. A minimum of two layers of Grade D 30 minute kraft building paper complying with 2012 IBC Section or 2015 IRC R and 2012 IRC Section R , as applicable, or an equivalent recognized in a current ICC-ES evaluation report. 2. A minimum of two layers of water-resistive barrier complying with ASTM E2556, Type I as set forth in 2015 IBC Section or an equivalent recognized in a current report. 3. One layer of insulation board, having horizontal tongue-and-groove edges as described in Section 3.2.3, over one layer of Grade D kraft building paper having a minimum water-resistance rating of 60 minutes; or a water-resistive barrier recognized in a current ICC-ES evaluation report with a minimum water-resistance rating of 60 minutes, or a waterresistive barrier complying with ASTM E2556 Type II, as applicable. When Tyvek Stucco Wrap or Tyvek DrainWrap, recognized in ESR-2375, is used as a water-resistive barrier, the grooves in the insulation board as described in Section are not required. The Tyvek Stucco Wrap or Tyvek DrainWrap must be applied in accordance with ESR Vapor Retarder: Protection against condensation must be provided in accordance with IBC Section or IRC Section R702.7, as applicable, unless its omission is permitted under the exceptions in IBC Section or IRC Section R702.7, respectively. 3.4 Flashing: Flashing complying with IBC Section or 2015 IRC Section R703.4 or 2012 IRC Section R703.8, as applicable, must be provided. Where membrane flashing is used, it must be a self-adhering, flexible rubberized asphalt and polyethylene material, inch (0.8 mm) thick and shingle-lapped with the water-resistive barrier. Rigid flashing must be sloped towards the exterior, with an upturned leg on the interior side and at the ends. Flashing must extend beyond the surface of the exterior wall. 3.5 Trim and Accessories: All trim, screeds and corner reinforcement must be galvanized steel or approved plastic. 4.0 INSTALLATION 4.1 General: The exterior cementitious coating must be applied by hand-troweling or machine-spraying in one or two coats to a minimum 3 / 8-inch (9.5 mm) thickness. The lath must be embedded in the minimum coating thickness and therefore cannot be exposed. The finish coat, if used, must be applied after the base coat has cured for at least 48 hours and in accordance with San-Kote s recommended procedures. Fasteners for lath must penetrate a minimum of 1 inch (25.4 mm) into wood studs. Flashing, corner reinforcement, metal trim and weep screeds must be installed as shown in Figure 2. The coating must be applied at ambient air temperatures ranging from 40 F to 120 F (4.4 C to 48.9 C) by applicators approved by American Eagle Materials, LLC. An installation card, as noted in Figure 3, must be on the jobsite with the name of the applicator and the product to be used before any water-resistive barrier or exterior sheathing is installed. 4.2 Application over Open Framing: Insulation Board: The water-resistive barrier must be placed, as set forth in Section , over open wood framing having a specific

4 ESR-2729 Most Widely Accepted and Trusted Page 3 of 9 specific gravity of 0.5 or greater, spaced a maximum of 24 inches (610 mm) on center. The insulation board, described in Section 3.2.3, must then be placed horizontally with tongues facing upward, and temporarily held in place with galvanized staples or roofing nails. Vertical butt joints must be staggered a minimum of one stud space from adjacent courses and occur directly over studs. The lath must be applied tightly, with 1 1 / 2-inch (38 mm) end laps and side laps, over the insulation board, and must be fastened through the insulation board and water-resistive barrier to wood studs, sills and plates. Fasteners must be No. 11 gage galvanized roofing nails with 1 / 2-inch-diameter (12.7 mm) heads, spaced 6 inches (152 mm) on center, or No. 16 gage [0.065-inch leg diameter (1.65 mm)] galvanized staples with a minimum crown width of 15 / 16 inch (23.8 mm), spaced 6 inches (152 mm) on center. Fasteners must penetrate wood framing at least 1 inch (25.4 mm). Care must be taken to avoid overdriving fasteners. The San-Kote Stucco System may also be applied over minimum No. 20 gage [ inch base-metal thickness (0.91 mm)] steel studs spaced a maximum of 16 inches (406 mm) on center. Application must be the same as for wood studs described in this section (Section 4.2), except the insulation board must be temporarily held in place with self-drilling tapping screws, and the lath must be fastened through the insulation board and water resistive barrier to the steel studs with minimum No. 8, corrosion-resistant, self-drilling, tapping screws having 0.40-inch-diameter (10.2 mm) waferheads, at 6 inches (152 mm) on center to all studs and track. Screws must penetrate the studs a minimum of 1 / 2 inch (12.7 mm). Wall bracing in accordance with 2015 IBC Section or 2012 IBC Section or IRC Section R602.10, as applicable, is required. Outside wall corners and parapet corners must be covered with extra metal corner reinforcement attached to the framing members with approved fasteners spaced a maximum of 18 inches (457 mm) on center, for round wall, bull nose and parapet corners, metal reinforcement is optional when construction is accordance with Figure 4. Weep screeds must comply with, and be installed at the bottom of the wall in accordance with IBC Section or 2015 IRC Section R or 2012 IRC Section R , as applicable. Galvanized steel, 1 3 / 8-inch (35 mm), Weep screed trim pieces must be installed at other areas where insulation board is exposed. At windows and doors, J-trim metal edges must be flashed in accordance with Section and caulked. Holes for hose bibbs, electrical panels and other penetrations of substrate surfaces, except those caused by fasteners, must be caulked. The coating must be applied as described in Section Application over Solid Substrates: Fiberboard: Fiberboard sheathing must be installed directly over wood studs spaced having a specific gravity of 0.50 or greater, and spaced a maximum of 24 inches (610 mm) on center. The fiberboard must be temporarily held in place with corrosion-resistant staples or roofing nails. A water-resistive barrier, as set forth in Section , must be applied over the fiberboard prior to installation of lath. When the optional EPS insulation board is installed, the grooves must face the water-resistive barrier and must be aligned vertically, but may be offset a maximum of 6 inches (152 mm) from adjacent boards, or flat-faced foam plastic boards may be used provided the water-resistive barrier is Tyvek StuccoWrap or Tyvek DrainWrap. The vertical joints of EPS insulation boards must be staggered from adjacent courses a minimum of 3 inches (76 mm). Insulation boards must be attached to the framing, but the vertical joints of the insulation board are not required to align with the framing. The wire fabric or expanded metal lath and optional EPS insulation board must be attached to studs, through the water-resistive barrier and sheathing, with fasteners and spacings as described for EPS insulation boards (Section 4.2), or as described for fiberboard in IBC Table or IRC Table R602.3(1), as applicable. Wall bracing in accordance with 2015 IBC Section IBC Section or IRC Section R602.10, as applicable is required. Outside wall corners and parapet corners must be covered with extra metal corner reinforcement attached to the framing members with approved fasteners spaced 18 inches (457 mm) on center unless corners are bullnose or key wedged. Weep screeds must comply with, and be installed at the bottom of the wall in accordance with IBC Section or IRC Section R , as applicable. Galvanized steel, 1 3 / 8-inch (35 mm), weep screed trim pieces must be installed in other areas where insulation board is exposed. See Figure 2 for typical installation details. At windows and doors, butting J-trim metal edges must be flashed in accordance with IBC Section or IRC Section R703.8, as applicable, and caulked. Holes for hose bibbs, electrical panels and other penetrations of substrate surfaces, except those caused by fasteners, must be caulked. The coating must be applied as described in Section Gypsum Sheathing: Water-resistant core-treated gypsum sheathing must be installed directly over wood studs having a specific gravity of 0.50 or greater, and spaced a maximum of 24 inches (610 mm) on center. Gypsum sheathing must be fastened in accordance with ASTM C1280 (IBC) or IRC Table R , as applicable. A water-resistive barrier must be applied over the gypsum sheathing before application of lath or optional EPS insulation board. The lath must be attached to studs through the sheathing, with fasteners and spacings as described for insulation board in Section 4.2. All walls must be braced in accordance with the applicable code. Exposed sheathing edges must be protected with screeds. Holes in the substrate surface must be caulked, and the coating must be applied as described in Section 4.1. The system may also be applied over minimum No. 20 gage [ inch base-metal thickness (0.91 mm)] steel studs spaced at a maximum of 16 inches (406 mm) on center, using No. 8 by inch-diameter-head (10.7 mm), minimum 1 3 / 16-inch-long (30.2 mm), selfdrilling, tapping screws spaced at 6 inches (152 mm) on center to secure sheathing to studs. Lath must be secured with No. 8 by inch-diameter-head (10.7 mm), minimum 1 1 / 4-inch-long (31.7 mm), self-drilling, tapping waferhead screws spaced 6 inches (152 mm) on center. Screws fastening sheathing, and screws fastening lath, must be staggered from each other. Minimum screw penetration is 1 / 2 inch (12.7 mm) beyond the stud. The balance of the system installation must be in accordance with Section Wood Structural Panel Sheathing: Plywood sheathing must be applied directly to wood studs having a specific gravity of 0.50 or greater, and a maximum spacing of 24 inches (610 mm) on center, under the conditions set forth in Section 3.2.7, and either IBC Table (3) or IRC Table 602.3(3), as applicable. The water-resistive barrier, optional EPS insulation board, wire fabric lath, and coating must be applied as described in Section for fiberboard. The system may also be installed over plywood attached to minimum No. 20 gage [ inch base-metal thickness (0.91 mm)] steel studs spaced a maximum of

5 ESR-2729 Most Widely Accepted and Trusted Page 4 of 9 16 inches (406 mm) on center, as described for the system installed over fiberboard attached to steel studs in Section For fastener spacing and gages for lath attachment to wood studs of various species, with wood structural panel sheathing and nominal 1 / 2-inch-thick (12.7 mm) insulation board (see Table 1). For fastener spacing and gages for lath attachment to wood structural panel sheathing and wood studs of various species, having a nominal 1-inch-thick (25.4 mm) insulation board (see Table 2) Concrete and Masonry: Surface preparation must be in accordance with IBC Section Surface must be clean, free of dust and other particles, and sufficiently damp to ensure proper bonding. The wall coating system is applied directly to the prepared surface at a minimum thickness of 3 / 8 inch (9.5 mm), in accordance with applicable provisions of Section One-hour Fire-resistive Assembly: First Assembly: Interior Face: One layer of 5 / 8-inch-thick (15.9 mm), Type X gypsum wallboard, water-resistant backerboard or veneer base must be applied parallel or at right angles to the interior face of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center. The wallboard must be attached with 6d coated nails, 1 7 / 8 inches (48 mm) long with a 1 / 4-inch-diameter (6.4 mm) heads, at 7 inches (178 mm) on center to studs, plates and blocking. All wallboard joints must be backed with minimum nominally 2-by-4 wood framing, taped and treated with joint compound. Fastener heads must also be treated with joint compound Exterior Face: One layer of minimum 5 / 8-inchthick (16 mm), Type X water-resistant core-treated gypsum sheathing, 48 inches (1219 mm) wide, must be applied parallel to studs with No. 11 gage galvanized roofing nails, 1 3 / 4 inches (44.5 mm) long with 7 / 16-inch- or 1 / 2-inchdiameter (11.1 or 12.7 mm) heads at 4 inches (102 mm) on center at board edges and 7 inches (178 mm) on center at intermediate studs. The sheathing must be nailed to top and bottom plates at 7 inches (178 mm) on center. A water-resistive barrier complying with Section must be installed over the sheathing. The wire fabric lath and wall coating must be applied, without insulation board, as described in Section Axial Load Design: Axial loads applied to the wall assembly are limited to the lesser of the following: 1. The wood stud axial design stress for the wall assembly calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS is limited to 0.78 f c. 2. The maximum stress must not exceed 0.78 f'c at a maximum l e/d ratio of Second Assembly: Interior Face: One layer of 5 / 8-inch-thick (15.9 mm), Type X gypsum wallboard must be applied to the interior face of nominally 2-by-4 wood studs spaced a maximum of 16 inches (406 mm) on center. The wallboard must be fastened with 2-inch-long (51 mm), No. 11 gage roofing nails with minimum 5 / 16-inch-diameter (7.9 mm) heads at 6 inches (152 mm) on center to all framing members. All wallboard joints must be backed with minimum nominally 2-by-4 wood framing, and taped and treated with joint compound. Stud wall cavities must be filled with 3 5 / 8-inch-thick (92 mm), R-11 rockwool insulation, with a density of 1.8 psf (8.8 kg/m 2 ), which is attached to the framing members Exterior Face: A water-resistive barrier complying with Section must be applied over the exterior stud face followed by 1-inch-thick (25.4 mm), 1.5 pcf density (24 kg/m 3 ) EPS insulation board applied as described in Section 4.2. The No. 20 gage woven-wire must then be fastened through the EPS insulation board to the wood framing using 2-inch-long (50.8 mm), No. 11 gage roofing nails with minimum 5 / 16-inch-diameter (7.9 mm) heads at 6 inches (152 mm) on center. San-Kote Stucco must then be applied at a minimum 3 / 8-inch (9.5 mm) thickness as described in Section Axial Load Design: Axial loads applied to the wall assembly shall be limited to the least of the following: 1. 1,200 pounds (5340 N) per stud. 2. A maximum of 50 percent of the load calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 3. Design stress of 0.78 f'c calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 4. Design stress of 0.78 f'c at a maximum l e/d of 33 calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS Third Assembly: Interior Face: One layer of 5 / 8-inch-thick (15.9 mm), Type X gypsum wallboard must be applied to the interior face of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center. The wallboard must be fastened with 6d cooler nail, inch diameter (2.5 mm). 1 7 / 8 inches long (48 mm) with a 1 / 4-inch diameter (6.4 mm) head, No. 6 Type S or W screws, 1 1 / 4 inches long (32 mm) or 13 gage nails, 1 5 / 8-inches long (41.3 mm), having minimum head diameters of 19 / 64 inch (7.5 mm), and spaced at maximum of 8 inches (203 mm) on center to all framing members. All wallboard joints must be backed with minimum nominally 2-by-4 wood framing, and taped and treated with joint compound. Stud wall cavities must be filled with 3 5 / 8-inch-thick (92 mm), R-11 fiberglass insulation batts with a density of 0.62 pcf (9.9 kg/m 3 ) or kraft-paper-faced fiberglass insulation batts with a density of 0.62 pcf (9.9 kg/m 3 ), which is attached to the framing members Exterior Face: A water-resistive barrier complying with Section must be applied over the exterior stud face followed by 1-inch-thick (25.4 mm), 1.5 pcf density (24 kg/m 3 ) EPS insulation board applied as described in Section 4.2. The No. 20 gage woven-wire must then be fastened through the EPS insulation board to the wood framing using 2-inch-long (50.8 mm), No. 11 gage roofing nails with minimum 5 / 16-inch-diameter (7.9 mm) heads at 6 inches (152 mm) on center. San-Kote Stucco must then be applied at a minimum 3 / 8-inch (9.5 mm) thickness as described in Section Axial Load Design: Axial loads applied to the wall assembly shall be limited to the least of the following: 1. 1,200 pounds (5340 N) per stud. 2. A maximum of 50 percent of the load calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 3. Design stress of 0.78 f'c calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 4. Design stress of 0.78 f'c at a maximum l e/d of 33 calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS.

6 ESR-2729 Most Widely Accepted and Trusted Page 5 of Fourth Assembly: Interior Face: One layer of 5 / 8-inch-thick (15.9 mm), Type X gypsum wallboard must be applied to the interior face of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center. The wallboard must be fastened with a 6d cooler nail, inchdiameter (2.5 mm), 1 7 / 8 inches long (48 mm) with a 1 / 4-inch diameter (6.4 mm) head, No. 6 Type S or W screws, 1 1 / 4 inches long (32 mm) or 13 gage nails, 1 5 / 8-inches long (41.3 mm), having minimum head diameters of 19 / 64 inch (7.5 mm), and spaced at maximum of 8 inches (203 mm) on center to all framing members. All wallboard joints must be backed with minimum nominally 2-by-4 wood framing, and taped and treated with joint compound. Stud wall cavities must be filled with 3 5 / 8-inch-thick (92 mm), R-11 insulation batts with a density of 0.62 psf (9.9 kg/m 3 ) or kraft-paper-faced fiberglass insulation batts with a density of 0.62 pcf (9.9 kg/m 3 ), which is attached to the framing members Exterior Face: One layer of 7 / 16-inch-thick (11.1 mm) OSB, one layer of minimum 15 / 32-inch-thick (11.9 mm) plywood, or one layer of minimum 1 / 2-inch-thick, water-resistant core tested gypsum sheathing fastened to the wood studs, sill and plates using 2 3 / 8-inch-long (60 mm) inch-diameter (2.87 mm), 8d coated sinker nails having minimum head diameters of inch (6.76 mm) and spaced a maximum of 8 inches (203 mm) on center. A water-resistive barrier complying with Section Lath must be installed complying with Section San-Kote Stucco must then be applied at a minimum 3 / 8-inch (9.5 mm) thickness as described in Section Axial Load Design: Axial loads applied to the wall assembly shall be limited to the least of the following: 1. 1,200 pounds (5340 N) per stud. 2. A maximum of 50 percent of the load calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 3. Design stress of 0.78 f'c calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 4. Design stress of 0.78 f'c at a maximum l e/d of 33 calculated in accordance with Sections 3.6 and 3.7 of the ANSI AWC NDS. 4.5 Miscellaneous: Inspection Requirements: Building department inspection is required on lath installation prior to application of the coating, as required by the applicable code. The San-Kote Stucco System requires special inspections, in accordance with IBC Section 1704, for field-batching and mixing of components. As an alternative, when approved by the code official, continuous field inspection of all batching and mixing operations, by an authorized inspector, trained and approved by American Eagle Materials, LLC may be used. The authorized inspector must be independent of the plastering contractor. A declaration, such as that shown in Figure 5, must be completed and signed in duplicate, for presentation to the building owner and the code official with the plastering contractor s installation card Control Joints: Control joints must be installed as specified by the architect, designer, builder or exterior coating manufacturer, in that order. In the absence of other details, conventional three-coat plastering details must be used Curing: Moist curing maybe be applied 24 hours after the initial coating has been applied to substrate. The length of time and most effective procedure for moist curing will depend on climate and job conditions Soffits: The system may be applied to soffits, provided the coating is applied over metal lath complying with Section in lieu of the coating s being applied over wire fabric lath. Metal lath fastening must comply with IBC Section or 2015 IRC Section R or 2012 IRC Section R , as applicable, except the length of the fastener must be increased by the thickness of the substrate Sills: The system may be applied to sills at locations such as windows and other similar areas. Sills with depths of 6 inches (152 mm) or less must have the coating and lath applied to any substrate permitted in this report, provided the coating, lath, water-resistive barrier and substrate are installed in accordance with the appropriate section of this report. Sills with depths exceeding 6 inches (152 mm) must have substrates of solid wood or plywood. The substrate must be fastened in accordance with 2015 IBC Table , 2012 IBC Table and IRC Section R602.3, and a double layer of a code-complying Grade D water-resistive barrier must be applied over the substrate. The coating, lath, and optional EPS board must be applied in accordance with Section CONDITIONS OF USE The San-Kote Stucco System 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 Materials and methods of installation must comply with this report and the manufacturer s published installation instructions. In the event of a conflict between the installation instructions and this report, this report governs. The manufacturer s published installation instructions must be available at the jobsite at all times during installation. 5.2 Installation must be by contractors approved by American Eagle Materials, LLC. 5.3 The system is limited to Type V construction (IBC) or nonfire-resistance-rated construction permitted by the IRC, except as described in Section 4.4 and is recognized as 1-hour fire-rated system. 5.4 The interior of the building must be separated from the insulation boards by a thermal barrier complying with the applicable code, such as 1 / 2-inch-thick (12.7 mm) regular gypsum wallboard mechanically attached in accordance with the applicable code. 5.5 An installation card, such as that shown in Figure 3 of this report, must be completed and left at the jobsite for the owner, and a copy must be filed with the building department. 5.6 Inspections must be performed in accordance with Section of this report. 5.7 Foam plastic insulation boards must not be placed on exterior walls located within 6 inches (152 mm) of the ground where the probability of termite infestation is very heavy in accordance with 2015 IBC Section , 2012 IBC Section or IRC Section R The allowable wind loads on the system with wood studs 16 and 24 inches (406 and 610 mm) on center, maximum, are 39 psf and 26 psf (1867 and 1245 Pa), respectively, positive or negative. The allowable wind load on the system with steel studs at 16 inches

7 ESR-2729 Most Widely Accepted and Trusted Page 6 of 9 (406 mm) on center, maximum, is 40 psf (1915 Pa), positive or negative. Supporting framing must be adequate to resist the design load, with a maximum deflection of 1 / 240 of the span. 5.9 Use of the system is limited to areas where the average annual rainfall does not exceed 20 inches (508 mm) and the average daily low temperature exceeds 30 F (-1 C) for every month The San-Kote Stucco System is produced in North Las Vegas, Nevada under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Cementitious Exterior Wall Coatings (AC11), dated January 2014 (editorially revised November 2015). 7.0 IDENTIFICATION 7.1 The factory-prepared mix is delivered to the jobsite in water-resistant bags with labels bearing the following information: 1. Name and address of manufacturer and the evaluation report number (ESR-2729). 2. Identification of components. 3. Weight of packaged mix. 4. Storage instructions. 5. Maximum amount of water and other components that may be added and conditions that must be considered in determining actual amount. 6. Curing instructions. 7.2 The bulk-mixer label shows information as noted in Section EPS insulation boards are identified in accordance with their respective ICC-ES evaluation reports. Additionally, the board density must be noted.

8 ESR-2729 Most Widely Accepted and Trusted Page 7 of 9 FIGURE 2 TYPICAL INSTALLATION DETAILS

9 ESR-2729 Most Widely Accepted and Trusted Page 8 of 9 FIGURE 3 INSTALLATION CARD FIGURE 4 CORNER AND PARAPET DETAIL

10 ESR-2729 Most Widely Accepted and Trusted Page 9 of 9 DECLARATION SAN-KOTE STUCCO SYSTEM AMERICAN EAGLE MATERIALS, LLC 120 WEST DELHI AVENUE NORTH LAS VEGAS, NEVADA (702) Project Address: Date: The field batching and mixing of all components of the exterior wall coating at the address noted above have been continuously inspected. The field batching and mixing have been found to comply with current evaluation report ESR-2729 and approved plans. Authorized Inspector s Signature: Authorized Inspector s Name (print): Employer s Name: Employer s Address: Telephone Number: ( ) Fax Number: ( ) *This is to certify that the above noted inspector, approved by American Eagle Materials, LLC was authorized to inspect the project so noted and was trained to properly discharge his duties. American Eagle Materials, LLC Officer Signature: Signer s Name (print:) Date: *Signature required only if inspector is not an employee of American Eagle Materials, LLC. FIGURE 5 INSPECTION DECLARATION TABLE 1 FASTENER SPACING FOR LATH ATTACHEMENT TO WOOD STUDS WITH WOOD STRUCTURAL PANEL SHEATHING AND NOMINAL ½-INCH THICK FOAM PLASTIC 1,2 (inches) WOOD SPECIES SPECIFIC STAPLE GAGE GRAVITY Douglas Fir-larch Douglas Fir- South Western Hemlock Western Hemlock-South Hem-Fir- South Hem-Fir Spruce-Pine-Fir Western Woods For SI: 1-inch = 25.4 mm 1 Wood structural panel sheathing must be fastened in accordance with the applicable code. 2 For lath attachment fasteners must have sufficient length to penetrate a minimum of 1-inch into framing. 3 As an alternative to the 16 gage staple, 11 gage roofing nail maybe used at the tabulated spacing. TABLE 2 FASTENER SPACING FOR LATH ATTACHEMENT TO WOOD STRUCTURAL PANEL SHEATHING AND WOOD STUDS WITH 1-INCH THICK FOAM PLASTIC 1,2 (inches) WOOD SPECIES SPECIFIC STAPLE GAGE GRAVITY Western Hemlock Western Hemlock-South Hem-Fir- South Hem-Fir Spruce-Pine-Fir Western Woods For SI: 1-inch = 25.4 mm 1 Wood structural panel sheathing must be fastened in accordance with the applicable code. 2 For lath attachment fasteners must have sufficient length to penetrate a minimum of 1-inch into framing. 3 As an alternative to the 16 gage staple, 11 gage roofing nail maybe used at the tabulated spacing.

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