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808 AMBERJACK LN RES24-0044 REVISION hardie install file 1 6-12-24 Page 1 of 32 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 07 46 46— Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIE®SHINGLE PANELS, HARDIE®PLANK LAP SIDING, ARTISAN® LAP SIDING, AND HARDIE®SHINGLE INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes:  2021, 2018, 2015, 2012,2009 and 2006 International Building Code® (IBC)  2021, 2018, 2015, 2012, 2009 and 2006 International Residential Code (IRC)  2013 Abu Dhabi International Building Code (ADIBC)† †The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated:  Weather protection  Structural  Types I, II, III, and IV (noncombustible) construction  Fire-resistance-rated construction  Thermal resistance 1.2 Evaluation to the following green standards:  2020, 2015, 2012 and 2008 ICC 700 National Green Building Standard™ (ICC 700-2020, ICC 700-2015, ICC 700-2012 and ICC 700-2008) Attributes verified: See Section 3.1 ICC-ES Evaluation Report ESR-2290 Reissued March 2024 This report also contains: - CBC Supplement - FBC Supplement Subject to renewal March 2026 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 © 2024 ICC Evaluation Service, LLC. All rights reserved. ESR-2290 Page 2 of 32 2.0 USES James Hardie fiber-cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. The products comply with 2021 and 2018 IBC Section 1403.10 [2015, 2012, 2009 and 2006 IBC Sections 1404.10] and IRC Section R703.10. The products may be used on exterior walls required to be of Type I, II, III or IV construction (IBC). 3.0 DESCRIPTION 3.1 General: The exterior sidings are single-faced, cellulose fiber–reinforced cement (fiber-cement) products. Exterior sidings are identified as Hardie®Shingle panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles. The products comply with ASTM C1186, as Grade II, Type A; have a flame-spread index of 0 and a smoke-developed index of 5 when tested in accordance with ASTM E84; and are classified as noncombustible when tested in accordance with ASTM E136. Thermal conductance (K) and resistance (R) values for the products are as shown in Table 2 of this report, based on testing in accordance with ASTM C177. The attributes of the fiber-cement sidings have been verified as conforming to the provisions of (i) ICC 700-2020, ICC 700-2015 and ICC 700-2012 Sections 602.1.6 and 11.602.1.6 for termite-resistant materials; and (ii) ICC 700-2008 Section 602.8 for termite-resistant materials. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Siding: Hardie®Shingle panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles are supplied either coated, or uncoated for subsequent application of a compatible exterior-grade top coat. Nominal product dimensions are noted in Table 1. The products are available in a variety of finish textures. Hardie®Shingle panels are offered in three configurations: half-round, staggered-edge, and square-edge. Hardie®Shingle individual shingles are offered in two configurations: staggered-edge and square-edge. 3.3 Fasteners: Fastener type, size, spacing and installation method must be as shown in the tables of this report. Fasteners must be made from corrosion-resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of Hardie®Shingle ®) panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles are presented in Tables 3 through 13. 4.2 Installation: 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. All products may be cut to shape on-site by the score-and-snap method using a score-and-snap knife, a hand guillotine or a handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding and the earth. Unless otherwise noted in this report, the products must be installed in accordance with 2021 and 2018 IBC Section 1404.16; 2015, 2012, and 2009 IBC Section 1405.16; 2006 IBC Sections 1405.15, 1405.16, and 1405.17; 2021, 2018 and 2015 IRC Section R703.10 and Table R703.3; 2012, 2009, and 2006 IRC Section R703.10 and Table R703.4, as applicable. 4.2.2 Hardie®Shingle Panels: When installation is on wood or metal framing members, with or without wood structural panel sheathing, a water-resistive barrier must be applied over the wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. The panels must be fastened in accordance with the provisions of Table 4 of this report. A 1/8-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking or covered with battens. Horizontal joints must be flashed with metal Z-flashing and occur over solid blocking or wood structural panel sheathing. ESR-2290 Page 3 of 32 4.2.3 Hardie®Plank (Cemplank®, Prevail®, and RFC®) Lap Siding: When installation is on wood framing members, metal framing members, or wood structural sheathing, the lap siding must be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water-resistive barrier must be applied over wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must occur over studs, except where the “off-stud splice device” is installed or where the planks are installed to wood structural panel sheathing complying with the applicable code, and must be staggered on subsequent courses. Where the “off-stud splice device” is installed, the splice device’s bottom lip must be placed over the adjacent solid course of planks. The plank must then be fastened to the framing with corrosion-resistant fasteners. The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint. Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturer’s published gapping requirements and caulking application instructions; or (b) covered with anH-section joint cover; or (c) located over a strip of non-perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and corners must be installed, and the siding must be finished in accordance with the manufacturer’s application instructions. A 1/8-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing and occur over solid blocking or wood structural panel sheathing. 4.2.4 Artisan® Lap Siding: When installation is on wood framing members, metal framing members, or wood structural sheathing, the lap siding must be fastened through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water-resistive barrier must be applied over wood or metal framing or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must be made off-stud. Joints may be located centrally between studs but no closer than 4 inches (102 mm) from the edge of a stud. Nails must not be placed within 1 inch (25.4 mm) of the end of the planks. Vertical joints must be staggered on subsequent courses. The plank must then be fastened to the framing with corrosion-resistant fasteners. Vertical joints between planks must be lightly butted and must be located over a strip of non-perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and corners must be installed, and the siding must be finished in accordance with the manufacturer’s application instructions. A 1/8-inch (3.2 mm) gap must be left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing and must occur over solid blocking or wood structural panel sheathing. 4.2.5 Hardie®Shingle Individual Shingles: When installed on wood structural panel sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11, 12, or 13 of this report. A water-resistive barrier in accordance with the applicable code must be applied over the wood-based sheathing substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the proper angle and to create a drip edge. The nominally 11/4-inch-wide-by-1/4-inch-thick starter strip and a minimum 81/4-inch-wide (210 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding starter course are installed over the water-resistive barrier with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of 1/4 inch (6.4 mm) apart, leaving a minimum side lap of 11/2 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of 3/4 inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edges and must be positioned to be covered a nominal 11/4 inches by the succeeding shingle course; for 12-inch-wide (305 mm) shingles, the third nail (see Table 13) must be installed mid-span of the shingle. Nails must secure shingles but must not be over-driven. Trim and corners must be installed, and the shingles must be finished in accordance with the manufacturer’s application instructions. A 1/8-inch (3.2 mm) gap must be left at locations where the shingle butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing. ESR-2290 Page 4 of 32 4.3 Fire-resistance-rated Wall Assembly (Hardie®Plank (Cemplank®, Prevail®, and RFC®) Lap Siding): The asymmetrical, load-bearing, one-hour fire-resistance-rated wall assembly must consist of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center, with two top plates and a single bottom plate. One layer of 5/8-inch-thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 mm) cup-head gypsum wallboard nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8-inch-thick (15.9 mm), Type X, gypsum wallboard joints and nail heads must be finished in accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of 1/2-inch-thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch-wide (305 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding lapped a minimum of 11/4 inches (32 mm). The 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/16-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding must be applied over the 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing by attaching 11/2-inch-wide (38 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding applied horizontally with a minimum nominally 11/4-inch head lap, and fastening with a single 6d corrosion-resistant common nail driven through the lapped planks into each stud. The axial load must be the lesser of the following, provided structural consideration for axial, flexural and bearing perpendicular-to-grain stresses is in accordance with ANSI/AWC NDS-2018 for the 2021, 2018 IBC and IRC; ANSI/AWC NDS-2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 F′c, which must not exceed 0.78 F′c at a slenderness ratio le/d of 33. 5.0 CONDITIONS OF USE: The Hardie®Shingle panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 James Hardie® Building Products, Inc, products listed in this report must be installed in accordance with this report and the manufacturer’s published installation instructions. In the event of a conflict between this report and the manufacturer’s instructions, this report governs. 5.2 Hardie®Shingle panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles must be installed on exterior walls braced in accordance the applicable code. 5.3 Design wind speeds applied to James Hardie® sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report. 5.4 The sidings must be installed over a code-complying water-resistive barrier and as noted in this report. 5.5 For use in fire-resistance-rated construction, installation must be in accordance with Section 4.3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 Under the 2021 and 2018 IBC Section 1402.5; and 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, II, III, and IV construction is limited to buildings that are not greater than 40 feet in height above grade plane and that feature a combustible water-resistive barrier, except as permitted under Exception 2 of the 2021 and 2018 IBC Section 1402.5 and 2015 IBC Section 1403.5. 5.8 The products are manufactured at the following locations, with quality control inspections by ICC-ES: • Cleburne, Texas • Peru, Illinois • Plant City, Florida • Prattville, Alabama ESR-2290 Page 5 of 32 • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California • Summerville, South Carolina 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated October 2020 (editorially revised December 2020). 7.0 IDENTIFICATION 7.1 Pallets of the James Hardie® Building Products, Inc., Hardie®Shingle panels, Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and Hardie®Shingle shingles must carry a label bearing the manufacturer’s name and telephone number, the product name, the name of the inspection agency, ICC-ES, and the evaluation report number (ESR-2290). 7.2 The report holder’s contact information is the following: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (909) 942-7343 www.jameshardie.com info@jameshardie.com TABLE 1—STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) Hardie®Plank lap siding 4, 51/4, 6, 61/4, 71/4, 71/2, 8, 81/4, 91/4, 91/2 & 12 12, 14 feet 5/16 Artisan® lap siding, 51/4, 71/4,81/4 12, 14 feet 5/8 Cemplank® lap siding 51/4, 6, 61/4, 71/4, 71/2, 8, 81/4, 91/2 & 12 12, 14 feet 5/16 Prevail® lap siding 51/4, 6, 61/4, 71/4, 71/2, 8, 81/4, 91/2 & 12 12, 14 feet 5/16 RFC® lap siding 61/4, 71/2, 81/4, 91/2 & 12 12, 14 feet 5/16 Hardie®Shingle 5-inch exposure (square & staggered edge) 48 14 inches 1/4 Hardie®Shingle 7-inch exposure (square & staggered edge) 48 151/4, 157/8 inches 1/4 Hardie®Shingle panel (square & staggered edge) 48 16 inches 1/4 Hardie®Shingle panel (half round) 48 16, 19 inches 1/4 Hardie®Shingle individual shingles 5-inch exposure 31/2, 41/2, 51/2, 7, 83/4 14 inches 1/4 Hardie®Shingle individual shingles 7-inch exposure 43/16, 51/2, 63/4, 71/4, 10, 151/4 inches 1/4 Hardie®Shingle individual shingles 6, 8, & 12 18 inches 1/4 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2—“K” and “R” VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THICKNESS3 (INCH) THERMAL CONDUCTANCE1 KEFF = (BTU/HR-FT2-°F)/INCH THERMAL RESISTANCE1 R = 1/KEFF ACTUAL THERMAL CONDUCTANCE2 (KEFF) ACTUAL THERMAL RESISTANCE2 (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft2-°F = 5.678 W/m2-K. 1Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR-2290 Page 6 of 32 TABLE 3—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd4,6,9,12) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult7,8), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V10,11) PRODUCT THICK (IN.) FASTENER TYPE13 FASTENER SPACING (IN.) FRAME TYPE1 STUD SPACING (IN.) BLDG. HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY B C D B C D Hardie®Shingle Panel (straight or half round installation) 1/4 0.090" shank x 0.215" HD x 11/2” long ring shank nail5 13.75 Attached to 7/16” wood structural panel sheathing only 7/16” WSP attached to framing per code 0-15 126 85 - 163 110 - 20 121 85 - 156 110 - 40 105 85 - 136 110 - 60 95 - - 123 - - Hardie®Shingle Panel (staggered installation) 1/4 0.090" shank x 0.215" HD x 11/2” long ring shank nail5 13.75 Attached to 7/16” wood structural panel sheathing only 7/16” WSP attached to framing per code 0-15 105 85 - 136 110 - 20 105 - - 136 - - 40 95 - - 123 - - 60 85 - - 110 - - Hardie®Shingle Panel 1/4 0.090" shank x 0.215" HD x 11/2” long ring shank nail5 8 Attached to 7/16” wood structural panel sheathing only 7/16” WSP attached to framing per code 0-15 158 143 130 204 185 168 20 158 139 127 204 179 164 40 152 130 120 196 168 155 60 143 124 115 185 160 148 Hardie®Shingle Panel 1/4 0.090" shank x 0.215" HD x 11/2” long ring shank nail5 6 Attached to 7/16” wood structural panel sheathing only 7/16” WSP attached to framing per code 0-15 172 156 142 222 201 183 20 172 151 138 222 195 178 40 165 141 130 213 182 168 60 156 135 126 201 174 163 Hardie®Shingle Panel 1/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) 7” exposure, nailed at 16” o.c. (horizontal) and 7” o.c. (vertical) Attached to 7/16” wood structural panel sheathing only 7/16” WSP attached to framing per code 0-15 113 102 93 146 132 120 20 113 100 91 146 129 117 40 108 93 86 140 120 110 60 102 89 - 132 115 - Hardie®Shingle Panel 1/4 0.083" shank x 0.187" HD x 11/2” long ring shank nail2 at each stud3 Nominal 2x41 or Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 137 116 217 177 150 20 168 137 116 217 177 150 40 168 126 105 217 163 136 60 158 116 105 204 150 136 Hardie®Shingle Panel 1/4 0.083" shank x 0.187" HD x 11/2” long ring shank nail2 at each stud3 Nominal 2x41 or Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 40 126 95 - 163 123 - 60 116 89 - 150 115 - For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph – 0.44 m/s. 1Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfast® nail, ET & F No. AGS-100-0150, head diameter = 0.313 in., shank diameter = 0.100 in., length = 1.5 in. Metal studs must be minimum Fy = 33 ksi. 3For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM-144-0125, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.) applied at the equivalent fastener or stud spacing. 4Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18., GCp=-1.4. 5For application to wood framing or wood-based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. 6Vasd = nominal design wind speed. 7Vult = ultimate design wind speed. 8Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 9 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd=Vult √0.6 10 V = basic design wind speed 11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 12 2021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd =𝑉𝑉 √0.6 13 Smooth-shank stainless steel nails are outside of the scope of this report. ESR-2290 Page 7 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 147 217 217 190 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Hardie®Plank 5/16 6 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 147 217 217 190 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Hardie®Plank 5/16 61/4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 147 217 217 190 20 168 168 137 217 217 177 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Hardie®Plank 5/16 71/4 or 71/2 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 158 126 217 204 163 20 168 147 126 217 190 163 40 168 137 121 217 177 156 60 168 126 116 217 163 150 Hardie®Plank 5/16 8 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 126 217 190 163 20 168 147 126 217 190 163 40 168 137 116 217 177 150 60 168 126 105 217 163 136 Hardie®Plank 5/16 81/4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 126 217 190 163 20 168 147 116 217 190 150 40 168 131 116 217 169 150 60 158 126 105 204 163 136 Hardie®Plank 5/16 91/4 or 91/2 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 137 116 217 177 150 20 168 137 116 217 177 150 40 158 126 105 204 163 136 60 147 116 105 190 150 136 Hardie®Plank 5/16 12 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 145 131 119 187 169 154 20 145 127 116 187 164 150 40 139 119 110 179 154 142 60 131 114 106 169 147 137 Hardie®Plank 5/16 4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 116 100 187 150 129 Hardie®Plank 5/16 6 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 116 100 187 150 129 ESR-2290 Page 8 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12.15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 61/4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 126 110 207 163 142 40 147 121 105 190 156 136 60 137 116 95 177 150 123 Hardie®Plank 5/16 71/4 or 71/2 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 116 100 207 150 129 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 89 163 123 115 Hardie®Plank 5/16 8 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 116 95 207 150 123 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 85 163 123 110 Hardie®Plank 5/16 81/4 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 158 116 95 204 150 123 20 158 105 95 204 136 123 40 137 100 85 177 129 110 60 126 95 85 163 123 110 Hardie®Plank 5/16 91/4 or 91/2 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 147 105 85 190 136 110 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 126 95 - 163 123 - Hardie®Plank 5/16 12 ET&F pin 0.100” x 1.5" x 0.25" HD Face Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 106 96 87 137 124 112 20 106 93 85 137 120 110 40 102 87 - 132 112 - 60 96 - - 124 - - Hardie®Plank 5/16 4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 158 126 105 204 163 136 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 Hardie®Plank 5/16 6 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 158 126 105 204 163 136 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 Hardie®Plank 5/16 61/4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 116 100 217 150 129 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 100 85 163 129 110 Hardie®Plank 5/16 71/4 or 71/2 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 40 121 89 - 156 115 - 60 110 85 - 142 110 - ESR-2290 Page 9 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 8 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 137 95 85 177 123 110 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 85 - 136 110 - Hardie®Plank 5/16 81/4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 137 95 - 177 123 - 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 - - 136 - - Hardie®Plank 5/16 4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 158 110 95 204 142 123 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - Hardie®Plank 5/16 6 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 158 110 95 204 142 123 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - Hardie®Plank 5/16 61/4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 40 126 95 - 163 123 - 60 105 89 - 136 115 - Hardie®Plank 5/16 71/4 or 71/2 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 137 95 85 177 123 110 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 85 - 136 110 - Hardie®Plank 5/16 8 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 126 85 - 163 110 - 20 116 85 - 150 110 - 40 100 - - 129 - - 60 95 - - 123 - - Hardie®Plank 5/16 81/4 ET&F pin 0.100” x 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 116 - - 150 - - 20 105 - - 136 - - 40 95 - - 123 - - 60 85 - - 110 - - Hardie®Plank 5/16 51/4 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 158 219 219 204 20 170 169 154 219 218 199 40 170 157 145 219 203 187 60 170 151 140 219 194 180 Hardie®Plank 5/16 61/4 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 155 141 219 200 182 20 170 151 138 219 195 178 40 164 140 130 218 181 167 60 155 135 125 207 174 161 ESR-2290 Page 10 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 71/4 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 156 142 129 202 183 166 20 156 138 126 202 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 Hardie®Plank 5/16 71/2 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 153 139 126 197 179 163 20 153 135 123 197 174 159 40 147 125 116 190 162 150 60 139 120 112 179 155 144 Hardie®Plank 5/16 8 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 147 134 121 190 172 157 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 Hardie®Plank 5/16 81/4 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 145 131 119 187 169 154 20 145 127 116 187 165 150 40 139 119 110 179 153 141 60 131 114 106 169 147 136 Hardie®Plank 5/16 91/4 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 135 123 111 175 158 144 20 135 119 109 175 154 141 40 130 111 102 168 143 132 60 123 106 99 158 137 128 Hardie®Plank 5/16 91/2 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 133 121 110 172 156 142 20 133 117 107 172 152 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 Hardie®Plank 5/16 51/4 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 156 142 129 201 183 166 20 156 138 126 201 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 Hardie®Plank 5/16 61/4 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 140 127 115 180 164 149 20 140 123 112 180 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 Hardie®Plank 5/16 71/4 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 127 116 105 165 149 136 20 127 112 103 165 145 132 40 122 105 97 158 135 125 60 116 100 93 149 130 120 Hardie®Plank 5/16 71/2 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 95 155 132 122 60 113 98 91 146 127 118 ESR-2290 Page 11 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 8 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 120 109 99 155 141 128 20 120 106 97 155 137 125 40 115 99 91 149 127 117 60 109 95 88 141 122 113 Hardie®Plank 5/16 81/4 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 118 107 97 152 138 126 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 111 Hardie®Plank 5/16 91/4 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 110 100 91 142 129 117 20 110 97 89 142 126 115 40 106 91 - 137 117 - 60 100 87 - 129 112 - Hardie®Plank 5/16 91/2 6d common Face Nailed Through plank overlap 2X4 wood 24 0-15 109 99 90 140 127 116 20 109 96 87 140 124 113 40 104 89 - 135 115 - 60 99 85 - 127 110 - Hardie®Plank 5/16 51/4 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 170 219 219 219 60 170 170 170 219 219 219 Hardie®Plank 5/16 61/4 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 161 219 219 208 60 170 168 156 219 217 201 Hardie®Plank 5/16 71/4 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 160 219 219 207 20 170 170 157 219 219 203 40 170 160 147 219 207 190 60 170 153 142 219 198 183 Hardie®Plank 5/16 71/2 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 157 219 219 203 20 170 168 154 219 217 199 40 170 157 145 219 203 187 60 170 150 139 219 194 179 Hardie®Plank 5/16 8 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 167 151 219 216 195 20 170 162 148 219 209 191 40 170 151 139 219 195 179 60 167 144 134 216 186 173 Hardie®Plank 5/16 81/4 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 164 149 219 212 192 20 170 159 145 219 205 187 40 170 148 137 219 191 177 60 164 142 132 212 183 170 ESR-2290 Page 12 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 91/4 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 169 153 139 218 198 179 20 169 149 136 218 192 176 40 162 138 128 209 178 165 60 153 133 123 198 172 159 Hardie®Plank 5/16 91/2 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 Hardie®Plank 5/16 51/4 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 Hardie®Plank 5/16 61/4 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 Hardie®Plank 5/16 61/4 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 159 144 131 205 186 169 20 159 140 128 205 181 165 40 153 130 120 198 168 155 60 144 125 116 186 161 150 Hardie®Plank 5/16 71/2 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 156 141 128 201 182 165 20 156 137 125 201 177 161 40 150 128 118 194 165 152 60 141 123 114 182 159 147 Hardie®Plank 5/16 8 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 150 136 123 194 176 159 20 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 Hardie®Plank 5/16 81/4 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 147 134 121 190 173 156 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 150 139 Hardie®Plank 5/16 91/4 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 138 125 113 178 161 146 20 138 121 111 178 156 143 40 132 113 104 170 146 134 60 125 108 101 161 139 130 Hardie®Plank 5/16 91/2 8d common Face Nailed Through plank overlap 2X4 wood 24 0-15 136 123 112 176 159 145 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 107 99 159 138 128 ESR-2290 Page 13 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 Hardie®Plank 5/16 6 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 Hardie®Plank 5/16 61/4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 Hardie®Plank 5/16 71/4 or 71/2 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 126 217 190 163 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 168 126 105 217 163 136 Hardie®Plank 5/16 8 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 126 217 190 163 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 158 126 105 204 163 136 Hardie®Plank 5/16 81/4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 126 217 190 163 20 168 137 121 217 177 156 40 168 131 116 217 169 150 60 158 121 105 204 156 136 Hardie®Plank 5/16 91/4 or 91/2 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 137 116 217 177 150 20 168 131 110 217 169 142 40 158 121 105 204 156 136 60 147 116 100 190 150 129 Hardie®Plank 5/16 12 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 126 105 217 163 136 20 168 121 95 217 156 123 40 137 110 95 177 142 123 60 137 105 89 177 136 115 Hardie®Plank 5/16 4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 155 126 110 200 163 142 60 145 116 105 187 150 136 Hardie®Plank 5/16 6 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 154 126 110 199 163 142 60 145 116 105 187 150 136 ESR-2290 Page 14 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 61/4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 145 116 207 187 150 20 160 141 110 207 182 142 40 154 131 105 199 169 136 60 145 126 100 187 163 129 Hardie®Plank 5/16 71/4 or 71/2 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 126 105 207 163 136 20 160 121 105 207 156 136 40 147 110 95 190 142 123 60 137 105 95 177 136 123 Hardie®Plank 5/16 8 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 126 105 207 163 136 20 160 121 100 207 156 129 40 147 110 95 190 142 123 60 137 105 89 177 136 115 Hardie®Plank 5/16 81/4 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 121 105 207 156 136 20 160 121 100 207 156 129 40 137 105 95 177 136 123 60 131 100 89 169 129 115 Hardie®Plank 5/16 91/4 or 91/2 No. 8-18, 1-5/8" long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 158 116 95 204 150 123 20 158 110 95 204 142 123 40 137 100 89 177 129 115 60 126 95 85 163 123 110 Hardie®Plank 5/16 51/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 163 148 134 210 191 173 20 163 143 131 210 185 169 40 156 133 123 202 172 159 60 148 128 119 191 165 154 Hardie®Plank 5/16 61/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 146 132 120 188 171 155 20 146 128 117 188 166 151 40 140 119 110 180 154 142 60 132 115 106 171 148 137 Hardie®Plank 5/16 71/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 133 121 110 172 156 142 20 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 Hardie®Plank 5/16 71/2 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 130 118 107 168 152 138 20 130 115 105 168 148 135 40 125 107 99 161 138 127 60 118 102 95 152 132 123 Hardie®Plank 5/16 8 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 125 114 103 162 147 133 20 125 110 101 162 143 130 40 120 103 95 155 133 122 60 114 99 91 147 127 118 ESR-2290 Page 15 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 81/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 40 118 101 93 152 130 120 60 112 97 90 144 125 116 Hardie®Plank 5/16 91/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 115 104 95 148 135 122 20 115 101 93 148 131 119 40 110 94 87 142 122 112 60 104 90 - 135 117 - Hardie®Plank 5/16 91/2 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 113 103 93 146 133 121 20 113 100 91 146 129 118 40 109 93 86 140 120 111 60 103 89 - 133 115 107 Hardie®Plank 5/16 51/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 133 121 110 172 156 141 20 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 125 Hardie®Plank 5/16 61/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 119 108 98 153 139 126 20 119 105 96 153 135 124 40 114 98 90 147 126 116 60 108 94 87 139 121 112 Hardie®Plank 5/16 71/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 108 98 89 140 127 115 20 108 96 87 140 123 113 40 104 89 - 134 115 - 60 98 85 - 127 110 - Hardie®Plank 5/16 71/2 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 106 96 88 137 125 113 20 106 94 86 137 121 110 40 102 87 - 132 113 - 60 96 - - 125 108 - Hardie®Plank 5/16 8 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 102 93 - 132 120 - 20 102 90 - 132 116 - 40 98 - - 127 - - 60 93 - - 120 - - Hardie®Plank 5/16 81/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 100 91 - 129 117 - 20 100 88 - 129 114 - 40 96 - - 124 - - 60 91 - - 117 - - Hardie®Plank 5/16 91/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 94 85 - 121 110 - 20 94 - - 121 107 - 40 90 - - 116 - - 60 85 - - 110 - - ESR-2290 Page 16 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 91/2 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 93 - - 119 - - 20 93 - - 119 - - 40 89 - - 115 - - 60 - - - - - - Hardie®Plank 5/16 51/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 170 170 166 219 219 214 20 170 170 162 219 219 209 40 170 165 153 219 213 197 60 170 158 147 219 205 190 Hardie®Plank 5/16 61/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 170 164 149 219 211 192 20 170 159 145 219 205 187 40 170 148 137 219 191 176 60 164 142 132 211 183 170 Hardie®Plank 5/16 71/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 164 149 136 212 193 175 20 164 145 132 212 187 171 40 158 135 125 204 174 161 60 149 129 120 193 167 155 Hardie®Plank 5/16 71/2 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 161 146 133 208 189 172 20 161 142 130 208 183 167 40 155 132 122 200 171 158 60 146 127 118 189 164 152 Hardie®Plank 5/16 8 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 155 141 128 200 182 165 20 155 137 125 200 176 161 40 149 127 117 192 164 152 60 141 122 113 182 157 146 Hardie®Plank 5/16 81/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 152 138 126 197 178 162 20 152 134 123 197 173 158 40 146 125 115 189 161 149 60 138 120 111 178 155 144 Hardie®Plank 5/16 91/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 142 129 117 184 167 152 20 142 126 115 184 162 148 40 137 117 108 176 151 139 60 129 112 104 167 145 134 Hardie®Plank 5/16 91/2 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 0-15 140 127 116 181 164 149 20 140 124 113 181 160 146 40 135 115 106 174 148 137 60 127 110 102 164 142 132 Hardie®Plank 5/16 51/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 164 149 136 212 193 175 20 164 145 132 212 187 171 40 158 135 125 204 147 161 60 149 129 120 193 167 155