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1852 SEA OATS DR RES23-0076 ESR report_1ICC -ES Evaluation Report ESR -2290 Reissued March 2020 Revised June 2020 This report is subject to renewal March 2022. www.icc-es.orq 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council' 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: HARDIESHINGLETM (NEW HARDIESHINGLE") PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN' LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLEe) INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2018, 2015, 2012, 2009 and 2006 International Building Code" (IBC) ■ 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t '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: 2015, 2012 and 2008 ICC 700 National Green Building StandardT"' (ICC 700-2015, ICC 700-2012 and ICC 700- 2008) Attributes verified: See Section 3.1 2.0 USES James Hardie fiber -cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. The products comply with 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 HardieShingleT"' (New HardieShingle'9) panels, HardiePlankTM (Cemplank''O, Prevail"', and RFCO) lap siding, Artisan® Lap Siding, and HardieShingleT"' (New HardieShingle°) 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 0177. The attributes of the fiber -cement sidings have been verified as conforming to the provisions of (i) 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: HardieShingleT"' (New HardieShingle°) panels, HardiePlankTM (Cemplank"3, Preva ilTM, and RFC°) lap siding, Artisan® Lap Siding, and HardieShingleTM (New HardieShingle°) individual shingles are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade top coat. Nominal product dimensions are noted in Table 1. The products are available in a variety of finish textures. HardieShingleT"" panels are offered in three configurations: half -round, staggered -edge, and square -edge. New HardieShingleO 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. ICC -ES Fvahratiorr Reports are nor to he construed as reprerening aesthetics or am other rrrtriholc.c not sperifically addressed, nrrr are firer to he cotnstrned ".- as an endorsement of the snhiect of the report or it recommendation far its ase. There is no n'arrante by ICC" Cvalualion Service. LLC e press or implied, as uL to ar?v finding or oMcr natter in this repent, or as 10 am, product covered hr the report. ;n Copyright 0 2020 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 31 ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of 31 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM (New HardieShingle®) panels, HardiePlankTm (Cemplank®, PrevailTm, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTM (New HardieShingle®) 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 2018 IBC Section 1404.16; 2015, 2012, and 2009 IBC Section 1405.16; 2006 IBC Sections 1405.15, 1405.16, and 1405.17; 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 HardieShingle"m (New HardieShingle®) 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/e -inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external comers; 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. 4.2.3 HardiePlankTm (Cemplank®, PrevailTm, and RFC®) Lap Siding: When installation is on wood or metal framing members, with or without wood structural panel 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 an H -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 Mashing and occur over solid blocking or wood structural panel sheathing. 4.2.4 Artisan® Lap Siding: When installation is on wood or metal framing members, with or without wood structural panel 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 by means of the tongue and groove joint. Tongue and groove 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 2 inches (51 mm) of the tongue and groove at 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'/a-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 comers; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Mashing and must occur over solid blocking or wood structural panel sheathing. 4.2.5 HardieShingleTM (New HardieShingle®) 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 1114 -inch -wide -by -1/4 -inch -thick starter strip and a minimum 81/4 -inch -wide (210 mm) HardiePlankTM (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 /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 14) 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 ESR- 22901 Most Widely Accepted and Trusted Page 3 of 31 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. 4.3 Fire -resistance -rated Wall Assembly (HardiePlankTm 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 1314 -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 (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) HardiePlankTM (Cemplank®, PrevailTM, 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 5h -inch-thick (7.5 mm), minimum 12 -inch -wide (305 mm) HardiePlank rm (Cemplank®, PrevailTM, 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) HardiePlankTm (Cemplank®, PrevailTM, and RFC®) starter strips through the gypsum sheathing into the bottom plate and 12 -inch -wide (305 mm) HardiePlank rm (Cemplank®, PrevailTM, 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 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 Fc, which must not exceed 0.78 Fc at a slenderness ratio Wd of 33. 5.0 CONDITIONS OF USE The HardieShingleTm (New HardieShingle®) panels, HardiePlankTM (Cemplank®, PrevailTm, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTm (New HardieShingle®) 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 HardieShingleTm (New HardieShingleO) panels, HardiePlankTM (CemplankO, PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle TM (New HardieShingle®) 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 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 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 • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California 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 2018. 7.0 IDENTIFICATION 7.1 Pallets of the JamesHardie® Building Products, Inc., HardieShingle'"" (New HardieShingle®) panels, HardiePlankTm (Cemplank®, PrevailTM, and RFC') lap siding, Artisan® Lap Siding, and HardieShingleTm (New HardieShingle®) individual 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 (800) 942-7343 www.iameshardie.com info(&-iameshard ie.com ESR- 2290 1 Most Widely Accepted and Trusted Page 4 of 31 TABLE 1—STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardiePlane lap siding 4,51/4,6,6114,71/4,71/2.8, 814,9/4,912&12 12, 14 feet 5/16 CONDUCTANCE RESISTANCE (INCH) KEFF = (BTU/HR-FT2-°F)11NCH Artisan® lap siding, 51/4,71/4,81/4 12, 14 feet 5/8 CemplanO lap siding 5'/4, 6; 61/4; 71/4, 71/2, 8, 8/4.912812 12, 14 feet 5115 5/16 1 2.07 0.48 6.62 PrevailTM lap siding 5114, 661/4, 7114, 7'/2, 8. 8/4,912&12 12, 14 feet 5116 RFC® lap siding 61/4, 71/2r 8114, 9'/2 & 12 12, 14 feet 5118 New HardieShingle® 5 -Inch exposure 1/4 (square & staggered edge) 48 14 inches New HardieShingle® 7 -inch exposure 48 15114, 157/4 inches 1/4 (square & staggered edge) HardieShingle'rm panel 48 16 inches 1/4 (square & staggered edge) HardieShingleTm panel 48 16, 19 inches 1/4 (half round) New HardieShingle® individual 31/2, 4112, 5'/2i 7, 8314 14 inches 1/4 shingles 5 -inch exposure New HardleShingle® individual 43116, 5112, 6314, 7114, 10, 151/4 inches 1/4 shingles 7 -inch exposure HardieShingleTm 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 THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS3 CONDUCTANCE' RESISTANCE' CONDUCTANCE RESISTANCE (INCH) KEFF = (BTU/HR-FT2-°F)11NCH R =1/KEFF (KEFF) (R) 1/4 1.95 0.51 7.80 0.13 5/16 1 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft? OF = 5.678 W/m2-K. 'Based on 1 inch of panel thickness. 'Actual value for panel thickness shown. ESR- 2290 1 Most Widely Accepted and Trusted Page 5 of 31 TABLE 3 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s. 'Values 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 maximum 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 W74CC, 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. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kr = 1, Kd = 0.85, GCp = 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. sVasd = nominal design wind speed. 'Van = ultimate design wind speed. sWind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vase=Van 40.6 10 V = basic design wind speed 11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 12 2018 IBC Section 1609.3.1, Eqn. 16-33, V,,d = V 0.613 Smooth -shank stainless steel nails are outside of the scope of this report. 2015 IBCIIRC. 2018 IRC and 2012 IRC, 2009 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Wit'-'), 2018 IBC Speed, V.d4.8.9.12) (Basic Design Wind Speed, V10,11 EXPOSURE EXPOSURE CATEGORY THICK FASTENER FASTENER FRAME STUD BLDG.CATEGORY PRODUCT (IN.) T1fPE73 SPACING TYPE' SPACING HEIGHT (IN.) (IN.) (FT.) B C D B C D 0.090" Attached 0-15 126 85 - 163 110 HardieShingleTM shank x to 7/1e" '/1s" WSP (New HardieShingle®) '/4 0.215" HD x wood attached to 20 121 85 - 156 110 - 40 105 85 - 136 110 _ Panel (straight or half 1'12" long 13.75 structtural panel framing per round installation) ring shank ode code 60 95 - - 123 _ _ nails only 0090" Attached 0-15 105 85 - 136 110 - HardieShinglelm . shank x to /+s" WSP (New HardieShinglee) +/4 0.215 HD x 13.75 wood structural attached to 20 105 - - 136 - - 40 95 - - 123 - - Panel (staggered 1 /2" long panel framing per installation) ring shank nails sheathing code only 60 85 - - 110 - - 0.090" Attached 0-15 158 143 130 204 185 168 "' HardieShingle'215" x shank k x to 7/16" wood '119" WSP 20 158 139 127 204 179 164 (New HardieShingle®) 114 0. x 8 structural attached to 40 152 130 120 196 168 155 Panel 11 /2" long panel framing per ring shank sheathing code 60 143 124 115 185 160 148 nail only 0.090" Attached 0-15 172 156 142 222 201 183 HardieShingle'"' shank x to/1s wood 7/1s" WSP 20 172 151 138 222 195 178 (New HardieShingle®) 114 0.215 HD x 6 structural attached to 40 165 141 130 213 182 168 Panel 1 /2" long panel framing per ring shank sheathing code 60 156 135 126 201 174 163 nail only HardieNail 0-15 113 102 93 146 132 120 Studless 7" Attached 20 113 100 91 146 129 117 Siding exposure, to 7/10" 7/,s" WSP HardleShingleTm Fastener nailed at wood attached to 40 108 93 86 140 120 110 (New HardieShingle®) 1/4 (TetraGrip), 16" o.c. structural framing per Panel .117" x (horizontal) panel code 1.125"x.3" and 7" o.c. sheathing (PART (vertical) only 60 102 89 - 132 115 - #650867 Nominal 0-15 168 137 116 217 177 150 0.083" 2x4'or 20 168 137 116 217 177 150 HardieShingle�, shank x Min. No. ® (New HardieShingle) /< 0.187" HD x at each 20 ga. x 16 Panel 1112" long stud' 3.62" x 40 168 126 105 217 163 136 ring shank 1.375" 60 158 116 105 204 150 136 nail2 Metal C -stud Nominal 0-15 147 105 85 190 136 110 0.083" 2x4/or 20 137 100 85 177 129 110 HardieShingle,,,, shank x Min. No. ® (New HardieShingle) �< 0.187" HD x at each 20 ga. x 24 Panel 11/2" long stud3 3.62" x 40 126 95 - 163 123 ring shank 1.375" 60 116 89 - 150 115 - na112 Metal C -stud For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s. 'Values 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 maximum 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 W74CC, 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. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kr = 1, Kd = 0.85, GCp = 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. sVasd = nominal design wind speed. 'Van = ultimate design wind speed. sWind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vase=Van 40.6 10 V = basic design wind speed 11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 12 2018 IBC Section 1609.3.1, Eqn. 16-33, V,,d = V 0.613 Smooth -shank stainless steel nails are outside of the scope of this report. ESR- 2290 1 Most Widely Accepted and Trusted Page 6 of 31 TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vun10•"), 2018 IBC V.sd3,9.12,15) (Basic Design Wind Speed, V13•14 PRODUCT EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT TYPE METHOD TYPE SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D Min. 0-15 168 168 147 217 217 190 ET&F pin No. 20 0.100"x ga• x 20 168 168 147 217 217 190 HardiePlank ® 5 /16 4 1.5" x 0.25" Face Nailed 3.62 x 16 HD 1.375" 40 168 158 137 217 204 177 Metal 60 168 147 126 217 190 163 C -stud Min. 0-15 168 168 147 217 217 190 ET&F pin No. 20 0.ga.x 20 168 168 147 217 217 190 HardiePlank® 5116 6 15"1x 0.25" Face Nailed 3.62"x 16 HD 1.375" 40 168 158 137 217 204 177 Metal 60 168 147 126 217 190 163 C -stud Min. 0-15 168 168 147 217 217 190 ET&F pin No. 20 0.100" x ga. x 20 168 168 137 217 217 177 HardiePlank ® 5 116 , 6 /4 1.5" x 0.25" Face Nailed 3.62 x 16 HD 1.375" 40 168 158 137 217 204 177 Metal 60 168 147 126 217 190 163 C -stud Min. 0-15 168 158 126 217 204 163 ET&F pin No. 20 7114 or 0.100"x ga•x 20 168 147 126 217 190 163 HardiePlank® 5/16 71/2 1.5" x 0.25" Face Nailed 3.62 x 16 HD 1.375" 40 168 137 121 217 177 156 Metal 60 168 126 116 217 163 150 C -stud Min. 0-15 168 147 126 217 190 163 ET&F pin No. 20 ga.x 20 168 147 126 217 190 163 HardiePlank® 5116 8 1.5" x 0.25„ Face Nailed 3.62" x 16 HD 1.375" 40 168 137 116 217 177 150 Metal 60 168 126 105 217 163 136 C -stud Min. 0-15 168 147 126 217 190 163 ET&F pin No. 20 0.100"x ga•x 20 168 147 116 217 190 150 HardiePlank ® 5/16 , 814 1.5" x 0.25" Face Nailed 3.62 x 16 HD 1.375" 40 168 131 116 217 169 150 Metal 60 158 126 105 204 163 136 C -stud Min. 0-15 168 137 116 217 177 150 ET&F pin No. 20 91/4 or 0.100"x 16 20 168 137 116 217 177 150 HardiePlank6' S/t6 91I2 1.5" x 0.25" Face Nailed 3.62" x 40 158 126 105 204 163 136 HD 1.375" Metal 60 147 116 105 190 150 136 C -stud Min. 0-15 145 131 119 187 169 154 ET&F pin No. 20 ga.x 20 145 127 116 187 164 150 HardiePlank® 5116 12 1.5" .„ Face Nailed 3.62" x 16 HD 1.375" 40 139 119 110 179 154 142 Metal 60 131 114 106 169 147 137 C -stud Min. 0-15 160 137 116 207 177 150 ET&F pin No. 20 0.100"x ga• x 20 160 137 116 207 177 150 HardiePlank® 5116 4 1.5" x 0.25" Face Nailed 3.62 x 24 HD 1.375" 40 154 121 105 199 156 136 Metal 60 145 116 100 187 150 129 C -stud Min. 0-15 160 137 116 207 177 150 ET&F pin No. 20 ga.x 20 160 137 116 207 177 150 HardiePlank® 5/16 6 1.5" x 0.25" Face Nailed 3.62" x 24 HD 1.375" 40 154 121 105 199 156 1 136 Metal 60 145 116 1 100 187 150 1 129 C -stud ESR- 2290 1 Most Widely Accepted and Trusted Page 7 of 31 TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mt)hl (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vasd3.9.12.15) V„it7"'), 2018 IBC (Basic Design Wind Speed, V13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE4,16 FASTENING METHOD 2 FRAME TYPE • STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Min. 0-15 160 137 116 207 177 150 No. 20 20 160 126 110 207 163 142 HardiePlank° 5116 614 ET&F pin 0.100" x 1.5" Face Nailed ga. x 3.62" x 24 40 147 121 105 190 156 136 x 0.25" HD 1.375" Metal 60 137 116 95 177 150 123 C -stud Min. No. 20 0-15 160 116 100 207 150 129 20 158 116 95 204 150 123 HardiePlank® 5/, 71/4 or 71/4 , 7 /z ET&F pin 0.100" x 1.5" x 0.25" HD Face Nailed ga. x 3.62" x 1.375" 24 40 137 105 89 177 136 115 Metal 60 126 95 89 163 123 115 C -stud Min. 0-15 160 116 95 207 150 123 No. 20 20 158 116 95 204 150 123 HardiePlanke 5115 8 ET&F pin 0.100"x 1.5" Face Nailed ga. x 3.62" x 24 40 137 105 89 177 136 115 x 0.25" HD 1.375" Metal 60 126 95 85 163 123 110 C -stud Min. 0-15 158 116 95 204 150 123 No. 20 20 158 105 95 204 136 123 HardiePlank® 5116 8114 ET&F pin 0.100"x 1.5" Face Nailed ga. x 3.62" x 24 40 137 100 85 177 129 110 x 0.25" HD 1.375" Metal 60 126 95 85 163 123 110 C -stud Min. 0-15 147 105 85 190 136 110 No. 20 20 147 105 85 190 136 110 HardiePlank° 5116 9114 or 9, !2 ET&F pin 0.100" x 1.5" x 0.25" HD Face Nailed ga. x 3.62" x 1.375" 24 0 126 95 85 163 123 110 Metal 260 126 95 - 163 123 - C -stud Min. No. 20 0-15 106 96 87 137 124 112 20 106 93 85 137 120 110 HardiePlank® 5116 12 ET&F pin 0.100" x 1.5" Face Nailed ga. x 3.62" x 24 40 102 87 - 132 112 - x 0.25" HD 1.375" Metal 60 96 - - 124 - - C -stud Min. 0-15 158 126 105 204 163 136 No. 20 20 158 121 100 204 156 129 HardiePlank® 5/16 4 ET&F pin 0.100" x 1.5" Blind Nailed ga. x 3.62" x 16 40 147 110 95 190 142 123 x 0.313" HD 1.375" Metal 60 137 105 95 177 136 123 C -stud Min. 0-15 158 126 105 204 163 136 No. 20 20 158 121 100 204 156 129 HardiePlank® 5/16 6 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 16 40 147 110 95 190 142 123 x 0.313" HD 1.375" Metal 60 137 105 95 177 136 123 C -stud Min. No. 20 0-15 168 116 100 217 150 129 20 158 116 95 204 150 123 HardiePlank® 5/16 6114 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 16 40 137 105 89 177 136 115 x 0.313" HD 1.375" Metal 60 126 100 85 163 129 110 C -stud Min. No. 20 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 HardiePlankm 5/18 7 /� or 7 /i ET&F pin 0.100"x 1.5" x 0.313" HD Blind Nailed ga. x 3.62" x 1.375" 16 40 121 89 - 156 115 - Metal 60 110 85 - 142 110 - C -stud ESR- 2290 I Most Widely Accepted and Trusted Page 8 of 31 TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mahl (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V..d3.0.12,15) V„ 1t70-11), 2018 IBC (Basic Design Wind Speed, V13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD 2 FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Min. No. 20 0-15 137 95 85 177 123 110 20 126 95 - 163 123 - HardiePlank® 5116 8 ET&F pin 0.100" x 1.5" Blind Nailed ga. x 3.62" x 16 40 116 85 - 150 110 - x 0.313" HD 1.375" Metal 60 105 85 - 136 110 - C -stud Min. No. 20 0-15 137 95 - 177 123 - 20 126 95 - 163 123 - HardiePlank® 5116 8114 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 16 40 116 85 - 150 110 - x 0.313" HD 1.375" Metal 60 105 - - 136 - - C -stud Min. No. 20 0-15 158 110 95 204 142 123 20 147 105 85 190 136 110 HardiePlank® 5116 4 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 24 40 126 95 85 163 123 110 x 0.313" HD 1.375" Metal 60 121 95 - 156 123 - C -stud 'Min. No. 20 0-15 158 110 95 204 142 123 20 147 105 85 190 136 110 HardiePlank® 5116 6 ET&F pin 0.100" x 1.5" Blind Nailed ga. x 3.62" x 24 40 126 95 85 163 123 110 x 0.313" HD 1.375" Metal 60 121 95 - 156 123 - C -stud 1 Min. No. 20 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 HardiePlank° 5116 6114 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 24 40 126 95 - 163 123 - x 0.313" HD 1.375" Metal 60 105 89 - 136 115 - C -stud 1 Min. No. 20 0-15 137 95 85 177 123 110 20 126 95 - 163 123 - HardiePlank® 5116 7114 or 7112 ET&F pin „ 0.100" x 1.5 x 0.313" HD Blind Nailed ga. x 3.62 x 1.375" 24 40 116 85 - 150 110 - Metal 60 105 85 - 136 110 - C -stud Min. No. 20 0-15 126 85 - 163 110 - 20 116 85 - 150 110 - HardiePlank° 5116 8 ET&F pin 0.100" x 1.5" Blind Nailed ga. x 3.62" x 24 40 100 - - 129 - - x 0.313" HD 1.375" Metal 60 95 - - 123 - - C -stud Min. No. 20 0-15 116 - - 150 - - 20 105 - - 136 - - HardiePlane 5116 8114 ET&F pin 0.100"x 1.5" Blind Nailed ga. x 3.62" x 24 40 95 - - 123 - - x 0.313" HD 1.375" Metal 60 85 - - 110 - - C -stud 0-15 170 170 158 219 219 204 HardiePlank® 5116 5114 6d common Face Nailed plank Through overlap wood 16 20 170 169 154 219 218 199 40 170 157 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 HardiePlank° 5116 6114 6d common Face Nailed plank Through overlap wood 16 20 170 151 138 219 195 178 40 164 140 130 218 181 167 60 155 135 125 207 174 161 ESR- 2290 I Most Widely Accepted and Trusted Page 9 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPASURF CATFrnRV lmnhl ICnn+ineiaell 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, VUH10.11), 2018 IBC (Basic Design Wind Speed, V13'14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 156 142 129 202 183 166 HardlePlank® 5/16 71/4 6d common Face Nailed Throuplough wood overlap 16 20 156 138 126 202 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 153 139 126 197 179 163 HardiePiank® 5 11 7'/2 6d common Face Nailed plank Through overlap wood 16 20 153 135 123 197 174 159 40 147 125 116 190 162 150 60 139 120 112 179 155 144 0-15 147 134 121 190 172 157 HardiePlanlc® s/,s 8 6d common Face Nailed TREa�kh overlap Wood 16 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 145 131 119 187 169 154 HardiePlauk® s /,s , 81a 6d common Face Nailed Through plank overlap 2X4 wood 16 20 145 127 116 187 165 150 40 139 119 110 179 153 141 60 131 114 106 169 147 136 0-15 135 123 111 175 158 144 HardiePlank® S/ss 91/a 6d common Face Nailed plank Through overlap wood 20 135 119 109 175 154 141 40 130 111 102 168 143 132 60 123 106 99 158 137 128 0-15 133 121 110 172 156 142 HardiePlank® 5/18 91/2 6d common Face Nailed Through plank overlap 2X4 wood 16 20 133 117 107 172 152 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 156 142 129 201 183 166 HardiePlank° 5/,s 5'/4 6d common Face Nailed Through plank overlap 2X4 wood 24 20 156 138 126 201 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 140 127 115 180 164 149 HardiePlanlc® s /,s 6, /a 6d common Face Nailed Through plank overlap 2X4 wood 24 20 140 123 112 180 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 0-15 127 116 105 165 149 136 HardiePlank° sThrough l,s 71/4 6d common Face Nailed plank overlap 2X4 wood 24 20 127 112 103 165 145 132 40 122 105 97 158 135 125 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 HardiePlanlc® s I,s , 7 /z 6d common Face Nailed Through plank overlap 2X4 wood 24 20 125 110 100 161 142 130 40 120 102 95 155 132 122 60 113 98 91 1 146 127 1 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 10 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY tmnhl (Cnnfin„arll 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V„nSD '), 2018 IBC Vnds,9,12.15) (Basic Design Wind Speed, Y 3.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D 0-15 120 109 99 155 141 128 HardiePlank® 5116 8 6d common Face Nailed Througplank h overlap wood 24 20 120 106 97 155 137 125 40 115 99 91 149 127 1 117 60 109 95 88 141 122 113 0-15 118 107 97 152 138 126 HardiePlank® 5/1s 8114 6d Gammon Face Nailed plank overlap wood 24 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 111 0-15 110 100 91 142 129 117 HardiePlank® 5116 91/4 6d common Face Nailed Through plank overlap 2X4 wood 24 20 110 97 89 142 12fi 115 40 106 91 - 137 117 " 60 100 87 - 129 112 - 0-15 109 99 90 140 127 116 HardiePlank® 5/16 9112 6d common Face Nailed Through plank overlap 2X4 wood 24 20 109 96 87 140 124 113 40 104 89 - 135 115 " 60 99 85 - 127 110 - 0-15 170 170 170 219 219 219 HardiePlank® s /1s 5, la 8d common Face Nailed Through plank overlap 2X4 woad 16 20 170 170 170 219 219 219 40 170 170 170 219 219 219 60 170 170 170 219 219 219 0-15 170 170 170 219 219 219 HardiePlank® 5116 6114 8d common Face Nailed Througplank h overlap wood 16 20 170 170 170 219 219 219 40 170 170 161 219 219 208 60 170 168 156 219 217 201 0-15 170 170 160 219 219 207 HardiePlank® 5/16 7114 8d common Face Nailed Through plank overlap 2X4 wood 16 20 170 170 157 219 219 203 40 170 160 147 219 207 190 60 170 153 142 219 198 183 0-15 170 170 157 219 219 203 Hard!ePlank® 5/16 7112 8d common Face Nailed Through plank overlap 2X4 wood 16 20 170 168 154 219 217 199 40 170 157 145 219 203 187 60 170 150 139 219 194 179 0.15 170 167 151 219 216 195 HardiePlank ® s 116 8 8d common Face Nailed Through plank overlap 2X4 wood 16 20 170 162 148 219 209 191 40 170 151 139 219 195 179 60 167 144 1 134 216 186 173 0.15 170 164 149 219 212 192 HardiePlank® 5/1e 81l4 8d common Face Nailed Through overlap wood 16 20 170 159 145 219 205 187 40 170 148 137 219 191 177 60 164 1 142 1 132 1 212 1 183 1 170 ESR- 2290 1 Most Widely Accepted and Trusted Page 11 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mahl (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC (BCIIRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, V,11111-71), 2018 IBC Vasd3'9'12.1S) (Basic Design Wind Speed, V13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD 2 FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D 0-15 169 153 139 218 198 179 HardiePlank® 5/16 9114 8d common Face Nailed Through plank overlap 2X4 wood 16 20 169 149 136 218 192 176 40 162 138 128 209 178 165 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 HardiePlane 5/16 91/2 8d common Face Nailed Through plank overlap 2X4 wood 16 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 0-15 160 145 132 207 187 170 HardiePlank® 5116 51/4 8d common Face Nailed Through plank overlap 2X4 wood 24 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 160 145 132 207 187 170 HardiePlank° 5/16 6114 8d common Face Nailed Through plank overlap 2X4 wood 24 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 159 144 131 205 186 169 HardiePlank° 5116 6114 8d common Face Nailed Through plank overlap 2X4 wood 24 20 159 140 128 205 181 1 fi5 40 153 130 120 198 168 155 60 144 125 116 186 161 150 0-15 156 141 128 201 182 165 HardiePlank® 5/16 7112 8d common Face Nailed Through plank overlap 2X4 wood 24 20 156 137 125 201 177 161 40 150 128 118 194 165 152 60 141 123 114 182 159 147 0-15 150 136 123 194 176 159 HardiePlank® 5/16 8 8d common Face Nailed Through plank overlap 2X4 wood 24 20 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 0-15 147 134 121 190 173 156 HardiePlank® 5116 8114 8d common Face Nailed Through plank overlap 2X4 wood 24 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 150 139 0-15 138 125 113 178 161 146 HardiePlank® VII, 9114 8d common Face Nailed Through plank overlap 2X4 wood 24 20 138 121 111 178 156 143 40 132 113 104 170 146 134 60 125 108 101 161 139 130 0-15 136 123 112 176 159 145 HardiePlank° 5/16 91/2 8d common Face Nailed Through overlap wood 24 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 107 99 159 1 138 128 ESR- 2290 I Most Widely Accepted and Trusted Page 12 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V:,d3•'•u.'5) Vuit1"'), 2018 IBC (Basic Design Wind $ eed %13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE 4.10 FASTENING METHOD 2 FRAME TYPE M STUD SPACING (IN) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Min. 0-15 168 168 137 217 217 177 No. 8-18, No. 20 20 168 158 137 217 204 177 HardlePlank° 5116 4 1-51a" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 147 131 217 190 169 head screw Metal 60 168 137 126 217 177 163 C -stud No. 8-18, Min. No. 20 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 HardiePlank® 5116 6 1518" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 147 131 217 190 169 head screw Metal 60 168 137 126 217 177 163 C -stud Min. 0-15 168 168 137 217 217 177 No. 8-18, No. 20 20 168 158 137 217 204 177 HardiePlank® 5116 6114 1518" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 147 126 217 190 163 head screw Metal 60 168 137 121 217 177 156 C -stud No. 8-18, Min. No. 20 0-15 168 147 126 217 190 163 20 168 147 121 217 190 156 HardiePlank® 5118 7 1 or 7 !z 15/e" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 131 116 217 169 150 head screw Metal 60 168 126 105 217 163 136 C -stud Min. 0-15 168 147 126 217 190 163 No. 8-18, No. 20 20 168 147 121 217 190 156 HardiePlank® 5116 8 1-51a" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 131 116 217 169 150 head screw Metal 60 158 126 105 204 163 136 C -stud No. 8-18, Min. No. 20 0-15 168 147 126 217 190 163 20 168 137 121 217 177 156 HardiePlank® 5118 8114 1-5/s" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 168 131 116 217 169 150 head screw Metal 60 158 121 105 204 156 136 C -stud No. 8-18, Min. No. 20 0-15 168 137 116 217 177 150 20 168 131 110 217 169 142 HardlePlank® 5/16 1 9 or 1 9 /z 15/a" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 158 121 105 204 156 136 head screw Metal 60 147 116 100 190 150 129 C -stud No. 8-18, Min. No. 20 0-15 168 126 105 217 163 136 20 168 121 95 217 156 123 HardiePlank® 5116 12 1518" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 16 40 137 110 95 177 142 123 head screw Metal 60 137 105 89 177 136 115 C -stud No. 8-18, Min. No. 20 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 HardiePlank® 5116 4 1518" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 24 40 155 126 110 200 163 142 head screw Metal 60 145 116 105 187 150 136 C -stud Min. 0-15 160 137 116 207 177 150 No. 8-18, No. 20 20 160 137 116 207 177 150 HardiePlank® 5116 6 1-5/e" long x 0.323" HD ribbed bugle Face Screwed ga. x 3.62" x 1.375" 24 40 154 126 110 199 163 142 head screw Metal 60 145 116 105 187 150 136 C -stud ESR- 2290 1 Most Widely Accepted and Trusted Page 13 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR FYPn-qt IRF ceTcr_nav r",,..R► rr,,...:.......,, 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, vult "), 2018 IBC vasd3.2.12.15) (Basic Design Wind Speed, v13,14 PRODUCT PRODUCT DIMENSION IN. FASTENER a 1a TYPE ' FASTENING METHOD 2 FRAME TYPE 18 STUD SPACING (IN) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH g C D B C D No. 8-18, 1- Min. No. 20 0-15 160 145 116 207 187 150 20 160 141 110 207 182 142 HardiePlank® S/ss 6'/4 5/s' long x 0.323" HD ribbed bugle head screw Face Screwed ga� x 3.62" x 1.375" Metal 24 40 154 131 105 199 169 136 60 145 126 100 187 163 129 C -stud No. 8-18, 1- Min. No. 20 0-15 160 126 105 207 163 136 20 160 121 105 207 156 136 HardiePlank® 5/16 71/4 or 71/2 5/a" long x 0.323" HD ribbed bugle head screw Face Screwed ga. x 3.62" x 1.375" Metal 24 40 147 110 95 190 142 123 60 137 105 95 177 136 123 C -stud 1 No. 8-18, 1- Min. No. 20 0-15 160 126 105 207 163 136 20 160 121 100 207 156 129 HardiePlank® 5/16 8 5/8" long x 0.323" HD ribbed bugle head screw Face Screwed ga. x 3.62" x 1.375" Metal 24 40 147 110 95 190 142 123 60 137 105 89 177 136 115 C -stud No. 8-18, 1- Min. No. 20 0-15 160 121 105 207 156 136 20 160 121 100 207 156 129 HardiePlanlce 5116 8'/4 5/e" long xFace 0.323" HD ribbed bugle head screw Screwed ga. x 3.62" x 1.375" Metal 24 40 137 105 95 177 136 123 60 131 100 89 169 129 115 C -stud No. 8-18, 1- Min. No. 20 0-15 158 116 95 204 150 123 20 158 110 95 204 142 123 HardiePlank® 5 /,8 9'/4or 91/2 5/s" long x 0.323 HD ribbed bugle head screw Face Screwed ga. x 3.62 x 1.375" Metal 24 40 137 100 89 177 129 115 60 126 95 85 163 123 110 C -stud 1 0-15 163 148 134 210 191 173 No. 11 Blind Nailed 20 163 143 131 210 185 169 HardiePlank® s /,s 5, /a gauge, 1.25" long roofing nail Through top edge of plank 2X4 wood 16 40 156 133 123 202 172 159 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 No. 11 Blind Nailed 20 146 128 117 188 166 151 HardiePlank® 5 /,s 6, /4 gauge, 1.25" long roofing nail Through top edge of plank 2X4 wood 16 40 140 119 110 180 154 142 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 151 138 HardiePEank® s /sa 7, I4 gauge, 1.25" tong roofing nail Through top edge of plank 2X4 woad 16 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 No. 11 Blind Nailed 20 130 115 105 168 148 135 HardiePlank® 5 /,s 7, /z gauge, 1.25" long roofing nail Through top edge of plank 2X4 wood 16 40 125 107 99 161 138 127 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 No. 11 Blind Nailed 20 125 110 101 162 143 130 HardiePlank ® 5 /,e 8 gauge, 1.25" long roofing nail Through top edge of plank 2X4 wood 16 40 120 103 95 155 133 122 60 114 99 91 147 127 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, VMCI 3.9^2.'5) VultS"'), 2018 IBC (Basic Design Wind Speed, V13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD 2 FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 123 112 101 159 144 131 HardiePlank® 5/16 8114 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 20 123 108 99 159 140 128 40 118 101 93 152 130 120 60 112 97 90 144 125 116 0-15 115 104 95 148 135 122 HardiePlank® 5 !,s 9, /a No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 20 115 101 93 148 131 119 40 110 94 87 142 122 112 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 HardiePlane 5/16 9112 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 16 20 113 100 91 146 129 118 40 109 93 86 140 120 111 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 HardiePlank° 5 lis , 51a No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 HardiePlank® 5, !1s 6 la No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 119 105 96 153 135 124 40 114 98 90 147 126 116 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 HardiePlane 5116 71/4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 108 96 87 140 123 113 40 104 89 - 134 115 - 60 98 85 - 127 110 - 0-15 106 96 88 137 125 113 HardiePlank® 5 1,6 , 712 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 106 94 86 137 121 110 40 102 87 - 132 113 _ 60 96 - - 125 108 - 0-15 102 93 - 132 120 - HardiePlank® 5 lis 8 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 102 90 - 132 116 - 40 98 - _ 127 - - 60 93 - - 120 - - 0-15 100 91 - 129 117 - HardiePlane 5116 81!4 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 100 88 - 129 114 - 40 96 - - 124 - - 60 91 - - 117 - - 0-15 94 85 - 121 110 - HardiePlank ® 6116 , 9 /a No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 94 - - 121 107 - 40 90 - _ 116 - _ 60 85 - - 110 - - ESR- 2290 1 Most Widely Accepted and Trusted Page 15 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Visd3.9.12.15) Vol" 1), 2018 IBC (Basic Design Wind Speed, V,3.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE 4.15 FASTENING METHOD FRAME TYPE1A STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 93 - - 119 - HardiePlank® 5/16 9+/2 No. 11 gauge, 1.25" long roofing nail Blind Nailed Through top edge of plank 2X4 wood 24 20 93 - - 119 - - 40 89 - - 115 - - 60 - - - - - - 0-15 170 170 1666 219 219 214 Hard€ePlank® 5/16 5+/4 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 170 170 162 219 219 209 40 170 165 153 219 213 197 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 Hard€ePlank® 5/16 6+/4 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 170 159 145 219 205 187 40 170 148 137 219 191 176 60 164 142 132 211 183 170 0-15 164 149 136 1 212 193 175 HardiePlank® 5116 7+/4 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 164 145 132 212 187 171 40 158 135 125 204 174 161 60 149 129 120 193 167 155 0-15 161 1466 133 1 208 189 172 HardiePlank® 5116 71/2 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 161 142 130 208 183 167 40 155 132 122 200 171 158 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 HardiePlank® 5/+6 8 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 155 137 125 200 176 161 40 149 127 117 192 164 152 60 141 122 113 182 157 146 0-15 152 138 126 197 178 162 Hard€ePlank® 5/1s 8+/4 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 152 134 123 197 173 158 40 146 125 115 189 161 149 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 Hard€ePlank® 5/15 91/4 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 142 126 115 184 162 148 40 137 117 108 176 151 139 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 HardiePlank° 5/16 g+/Z No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 16 20 140 124 113 181 160 146 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 HardiePlank® 5/16 5114 No. 11 gauge, 1.75 inchlong roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 20 164 145 132 212 187 171 40 158 135 125 204 147 161 60 149 129 120 193 167 155 ESR- 2290 1 Most Widely Accepted and Trusted Page 16 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/lRC, 2006 (Ultimate Design IBC11RC Wind Speed, (Basic Wind Speed, V11l176''), 2018 IBC Vasd3.9,12.15) (Basic Design Wind Speed, V13,14 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE 4.16 METHOD TYPE''6 THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 No. 11 Blind Nailed HardiePlank® 5116 6114 gauge, 1.75 Through top 2X4 24 20 147 130 118 190 168 153 40 141 121 111 182 156 144 inchlong edge of wood roofing Nail plank 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 No. 11 gauge, 1.75 Blind Nailed Through top 2X4 20 134 118 108 173 153 140 HardiePlank® 5116 7114 inchlong edge of wood 24 roofing Nail plank 40 129 110 102 166 142 131 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No. 11 Blind Nailed HardiePlank® 5116 71/2 gauge, 1.75 Through top 2X4 24 20 132 116 106 170 150 137 40 126 108 100 163 139 129 inchlong edge of wood roofing Nail plank 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No. 11 gauge, 1.75 Blind Nailed Through top 2X4 20 127 112 102 163 144 132 HardiePlank® 5116 8 inchlong edge of wood 24 roofing Nail plank 40 122 104 96 157 134 124 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 No. 11 Blind Nailed HardiePlank® 5116 81/4 gauge, 1.75 Through top 2X4 24 20 124 110 100 161 142 129 40 119 102 94 154 132 122 inchlong edge of wood roofing Nail plank 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 5116 No. 11 gauge, 1.75 Blind Nailed Through top 2X4 20 116 103 94 150 133 121 HardiePlank® 9114 inchlong edge of wood 24 roofing Nail plank 40 112 95 88 144 123 114 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 No. 11 Blind Nailed HardiePlankm 5116 g+/2 gauge, 1.75 Through top 2X4 24 20 114 101 92 148 130 119 40 110 94 87 142 121 112 inchlong edge of wood roofing Nail plank 60 104 90 - 134 116 - No. 8 x 1114 Min. 0-15 168 168 137 217 217 177 in. long x No. 20 HardiePlank® 6/1s4 0.375 in. HD Blind ga. x 3.62" x 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 ribbed Screwed 1.375" waferhead Metal 60 168 137 121 217 177 156 screws C -stud No. 8 x 1114 Min. 0-15 168 168 137 217 217 177 in. long x No. 20 0.375 in. HD Blind a.x 20 168 158 137 217 204 177 HardiePlank® 5116 g ribbed Screwed 3.62" 16 waferhead 1.375" 40 168 147 126 217 190 163 Metal 60 168 137 121 217 177 156 screws C-stud No. 8 x 1114 Min. 0-15 168 158 142 217 204 183 in. long x No. 20 HardiePlank® 5/16 6114 0.375 in. HD Blind ga. x 3.62" x 16 20 168 158 131 217 204 169 40 168 147 126 217 190 163 ribbed Screwed 1.375" waferhead Metal 60 158 137 121 204 177 156 screws C -stud ESR- 2290 1 Most Widely Accepted and Trusted Page 17 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, V„ «t0•"), 2018 IBC Vesd�91275) (Basic Design Wind Speed, Vt2.0 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH B C D B C D TYPE 4,18 METHOD 2 TYPE (IN.) (FT.) No. 8 x 1114 Min. 0-15 168 152 126 217 196 163 in. long x No. 20 71/4 or 0.375 in. HD Blind ga. x 20 168 147 116 217 190 150 HardiePlank® 5/,s 7'!z ribbed Screwed 3.62" x 16 1.375" 40 168 137 116 217 177 150 waferhead Metal Metal screws 60 158 126 110 204 163 142 No. 8 x 1114 Min. 0-15 168 147 116 217 190 150 No. 20 20 168 137 116 217 177 150 in. long x 0.375 in. HD Blind ga. x HardiePlank® 5116 8 3.62" x 16 40 158 126 105 204 163 136 ribbed Screwed 1.375' waferhead Metal 60 147 121 105 190 156 136 screws C -stud No. 8 x 1114 Mtn. 0-15 168 142 121 217 183 156 in. long x No. 20 0.375 in. HD Blind ga. x 20 168 137 116 217 177 150 HardiePlank® 5116 8114 3.62" x 16 40 158 126 110 204 163 142 ribbed Screwed 1375" waferhead Metal 60 147 116 105 190 150 136 screws stud No. 8 x 1114 Min. 0-15 168 137 116 217 177 150 in. long x No. 20 9114 or 0.375 in. HO Blind ga. X 20 168 126 105 217 163 136 HardiePlank® 5116 3.62" x 16 40 158 116 105 204 150 136 9112 ribbed Screwed 1.375" waferhead Metal 60 137 110 100 177 142 129 screws C -stud No. 8 x 1114 Min. 0-15 160 137 116 207 177 150 in. long x No. 20 0.375 in. HD Blind ga. x 20 160 131 110 207 169 142 HardlePlank® 5/16 4 3.62" x 24 40 152 121 105 196 156 136 ribbed Screwed 1.375" waferhead Metal 60 145 116 100 187 150 129 screws C -stud No. 8 x 11/4 Mtn. 0-15 160 137 116 207 177 150 in. long x No. 20 0.375 in. HD Blind ga. x 20 160 131 110 207 169 142 HardiePlanke 5/1s 6 3.62" x 24 40 152 121 105 196 156 136 ribbed Screwed 1.375" waferhead Metal 60 145 116 100 187 150 129 screws C -stud No. 8 x 1114 Mtn. 0-15 160 137 116 207 177 150 in. long x No. 20 0.375 in. HD Blind ga. x 20 160 131 105 207 169 136 HardiePlank® 5116 6114 3.62" x 24 40 154 121 105 199 156 136 ribbed Screwed 1.375" waferhead Metal 60 145 116 100 187 150 129 screws C -stud No. 8 x 1114 Min. 0-15 160 126 105 207 163 136 in. long x No. 20 7114 or 0.375 in. HD Blind ga. x 20 160 116 100 207 150 129 HardlePlank® 51,6 7112 ribbed Screwed 3.62" x 24 1.375" 40 147 105 89 190 136 115 waferhead Metal 60 137 89 89 177 115 115 screws C -stud No. 8 x 11/4 Mtn. 0-15 160 121 100 207 156 129 in. long x No. 20 0.375 in. HD Blind ga. x 20 158 116 100 204 150 129 HardiePlank® 5116 8 3.62" x 24 40 142 105 89 183 136 115 ribbed Screwed 1.375" waferhead Metal 60 131 100 89 169 129 115 screws stud No. 8 x 1114 Min. 0-15 160 121 100 207 156 129 in. long x No. 20 0375 inHD Blind ga. x 20 158 116 100 204 150 129 HardiePlank® 5/16 81/4 .. 3.62" x 24 40 142 105 89 183 136 115 ribbed Screwed 1.375" waferhead Metal 60 126 100 89 163 129 115 screws C -stud ESR- 2290 1 Most Widely Accepted and Trusted Page 18 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V:sc1391215) V„ttt0 1), 2018 IBC (Basic Design Wind Speed, V13•14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE 4,15 FASTENING METH002 FRAME TYPE • STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D HardiePlank® 5/16 9114 or 91/2 No. 8 x 1114 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C -stud 24 0-15 158 116 95 1 204 150 123 20 147 105 89 190 136 115 40 131 95 85 169 123 110 60 121 89 85 156 115 110 6d-2 inch 0-15 141 128 116 182 165 150 HardiePlank® 5/,s 51/4 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 141 124 114 182 160 147 40 135 116 107 174 150 138 60 128 111 103 165 143 133 siding nail 6d-2 inch 0-15 126 114 104 163 147 134 HardiePlank ® 5/16 1 6 /4 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 126 111 102 163 143 132 40 121 103 96 156 133 124 60 114 99 92 147 128 119 siding nail 6d-2 inch 0-15 115 104 95 148 134 123 HardiePlanka' s /16 7 /4 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 115 102 93 148 132 120 40 110 94 87 142 121 112 60 104 91 - 134 117 - siding nail 6d-2inch 0-15 113 102 93 146 132 120 HardiePlank® S/,s 71/2 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 113 99 91 146 128 117 40 108 93 85 139 120 110 60 102 89 - 132 115 - siding nail HardiePlank® s /1s 8 6d-2 inch long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 109 99 90 141 128 116 20 109 96 87 141 124 112 40 104 89 - 134 115 - 60 99 85 - 128 110 siding nail HardiePlank® s /16 8 14 6d-2 inch long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge p plank f 2 x 4 wood 16 0-15 107 97 88 138 125 114 20 107 94 86 138 121 111 40 102 88 - 132 114 - 60 97 - - 125 - - siding nail 6d-2 inch 0-15 100 90 - 129 116 - HardiePlank® 5116 9'la long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 100 88 - 129 114 - 40 96 - - 124 - - 60 90 - - 116 - siding nail 6d-2 inch 0-15 98 89 - 127 115 - HardiePlane s 116 1 9 /2 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 16 20 98 87 - 127 112 - 40 94 - - 121 - - 60 89 - - 115 - - siding nail ESR- 2290 I Most Widely Accepted and Trusted Page 19 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC (BC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vutt'"'), 2018 IBC V85d3'9'12,15) (Basic Design Wind Speed, V13.14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD FRAME TYPEI-13 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D 6d-2 inch 0-15 115 104 95 148 134 123 HardiePlank" 5/16 5114 long X 0.093 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 20 115 102 93 148 132 120 40 110 94 87 142 121 112 60 104 91 - 134 117 - 6d-2 inch 0-15 103 93 - 133 120 - HardlePlank" 5/16 6114 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 24 20 103 91 - 133 117 - 40 99 - - 128 - - siding nail 60 93 - - 120 - - 6d-2 inch 0-15 94 85 - 121 110 - HardlePlank ® 5 /16 1 7 /a long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge p plank f 2 x 4 wood 24 20 94 - - 121 - - 40 90 - - 116 - - siding nail 60 85 - - 110 - - 6d-2 inch 0-15 92 - - 119 - - HardlePlank ® s 116 , 7 /2 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 24 20 92 - - 119 - - 40 88 - - 114 - - siding nail 60 - - - - - - 6d-2 inch 0-15 89 - - 115 - - HardiePlank" 5/16 8 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 24 20 89 - - 115 - - 40 85 - - 110 - - siding nail 60 - - - - - - 6d-2 inch 0-15 87 - - 112 - - Hard!ePlank ® 5 116 , 8 /4 long X 0.093 inch shank X 0.222 inch head diameter Blind Nailed Through top edge of plank 2 x 4 wood 24 20 87 - - 112 - - 40 - - - - - - siding nail 60 - - - - - - 0-15 153 138 126 198 178 163 HardlePlank® 5/16 58114 0.092" shank X 0.222" HD X 2.5" long galy. nail face nailed through plank overlap 2 x 4 wood 16 20 153 135 123 198 174 159 40 146 125 116 188 161 150 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 HardiePlank" 5/16 9114 0.092" shank X 0.222" HD X 2.5" long gaiv. nail face nailed through ovlea i P 2 x 4 wood 16 20 143 126 115 185 163 148 40 137 117 108 177 151 139 60 130 113 105 1 168 146 136 ESR- 2290 1 Most Widely Accepted and Trusted Page 20 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 ERC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vuda.9.1�,1S) Wit 10-11). 2018 IBC (Basic Design Wind Speed, V13'14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD 2 FRAME TYPEI-8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B I C D 0-15 141 128 116 182 165 150 0.092" 20 141 124 113 182 160 146 shank X face nailed HardiePlank" 5116 9115 0.222" HD through plank 2 x 4 wood 16 40 135 116 107 174 150 138 X 2.5" long overlap gale. nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092" 20 123 108 99 159 140 128 shank X face nailed HardiePlank" 5116 12 0.222" HD X 2.5" long through plank overlap 2 x 4 wood 16 40 118 101 934 152 130 120 galy. nail 60 112 97 90 144 125 116 8d ring 0-15 203 184 167 262 238 216 HardiePlank® 5116 5$'14 shank box nail, 0.113" shank X face nailed through plank overlap 2 x 4 WO°d6 16 20 203 179 163 262 231 210 40 194 166 153 250 214 198 60 184 159 148 238 205 191 X 2.375" L 8d ring 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 HardiePlank" 5116 58114 shank box nail, 0.113" shank X shah X face nailed through plank overlap 2 x 4 woods 24 40 159 136 126 205 176 163 60 151 131 121 195 169 156 X 2.375" L 0-15 151 137 125 195 177 161 0.092" 20 151 133 122 195 172 158 HardiePlank° 5116 58114 shank X 0.222" HD X 2" long face nailed through plank overlap 2 x 45 WOOd 16 40 145 124 115 187 160 148 galy. nail 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 0.092" 20 187 165 151 241 213 195 HardiePlank® 5/16 581/4 shank X 0.222" HD X 2.5" long face nailed through plank overlap 2 x 4 woods 16 40 180 154 142 232 199 183 galy. nail 60 170 147 137 219 190 177 Attached 0-15 207 188 171 267 243 221 No. 8 X 1- blind screw to T/16" 20 207 183 167 267 236 216 518" long X through top wood 7116" WSP HardiePlank® 5116 5114 0.375" HD edge of plank structural attached 40 199 170 157 257 219 203 ribbed wafer at 12 in. on panel per code head screws center sheathing only 60 188 163 152 243 210 196 No. 8 X 1- blind screw Attached to 7116" 0-15 183 166 151 236 214 195 20 183 161 147 236 208 190 5/8" long X through top wood 7/16" WSP HardiePlank" 5/16 6114 0.375" HD ribbed wafer edge of plank at 12 in. on structural panel attached per code 40 176 150 139 227 194 179 head screws center sheathing only 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 176 No. 8 X 1- blind screw to 7/16" 20 165 145 133 213 187 172 518" long X through top wood 7/161' WSP HardiePlank" S/16 7114 0.375" HD ribbed wafer edge of plank at 12 in. on structural panel attached per code 40 158 135 125 204 174 161 head screws center sheathing only 60 150 130 120 194 168 155 No. 8 X 1- blind screw Attached to 7/16" 0-15 150 136 124 194 176 160 20 150 133 121 194 172 156 518" long X through top wood 7/16" WSP HardiePlank" 5116 814 0.375" HD edge of plank structural attached 40 144 123 114 186 159 147 ribbed wafer at 12 in. on panel per code head screwscenter sheathing only 60 136 118 110 176 152 142 ESR- 22901 Most Widely Accepted and Trusted Page 21 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V1,n'"'), 2018 IBC Vasd3.9.12.15) (Basic Design Wind Speed, V",'a PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE4,76 METHODZ TYPE' -8 THICK. WIDTH (IN.) (FT.) B C D B C D Attached 0-15 139 126 114 1 179 163 147 No. 8 X 1- blind screw to 711C 20 139 122 112 179 158 145 518" long X through top wood '/16" WSP HardiePlank® 5116 91/4 0.375" HD edge of plank structural attached 40 133 114 105 172 147 136 ribbed wafer at 12 in. on panel per code head screws center sheathing only 60 126 109 101 163 141 130 0.090" Attached 0-15 145 132 120 187 170 155 shank X blind nail to 7116" 0.215" HD X through top wood '116" WSP 20 145 128 117 187 165 151 HardiePlank® 5/16 58'/4 1.5" long edge of plank structural attached ring shank at 8 in, on panel per code 40 139 119 110 179 154 142 60 132 114 106 170 147 137 nails center sheathing only 0.090" Attached 0-15 166 150 137 214 194 177 shank X blind nail to 7/16" 0.215" HD X through top wood '116" WSP 20 166 146 133 214 188 172 HardiePlank® 5116 58'14 1.5" long edge of plank structural attached ring shank at 6 in. on panel per code 40 159 136 125 205 176 161 60 150 130 121 194 168 156 nails center sheathing only 0.091" Attached 0-15 100 91 - 129 117 - shank, Face Nailed to 7116" wood'116 'l,s" WSP 20 100 88 - 129 114 - HardiePlank® 5 /16 1 5 9 /z 0.221" HD, through the structural attached 40 96 - - 124 - - 1.5" long overlap at 12" panel per code ring shank O.C. sheathing 60 91 - - 117 - - nails only HardieNail 0-15 161 146 132 207 188 171 Studless 20 161 142 129 207 183 167 Siding blind nail Attached to /16" wood Fastener through top structural '116" WSP HardiePlank® 5/16 514 (TetraGrip), edge of plank panel attached 40 154 132 122 199 170 157 .117" x at 12 In. on sheathing per code 1.125" x .3" (PART center only 60 146 126 117 188 163 152 #650867 HardieNail 0-15 146 133 120 189 171 156 Studless Attached 20 146 129 118 189 166 152 Siding blind nail to "116" Fastener through top wood 7116" WSP 40 140 120 111 181 155 143 HardiePlank® 5116 5'/4 (TetraGrip), edge of plank structural attached .117" x at 16 in, on panel per code 1.125" x .3" center sheathing (PART only 60 133 115 107 171 148 138 #650867 HardieNail 0-15 137 124 113 176 160 145 Studless Attached 20 137 120 110 176 156 142 Siding blind nail to'/16" Fastener through top wood 7116" WSP 40 131 112 103 169 145 134 HardiePlank® 5116 51/4 (TetraGrip), edge of plank structural attached .117"x at 20 in. on panel per code 1.125"x.3' center sheathing (PART only 60 124 108 100 160 139 129 #650867 HardieNail 0-15 130 118 107 168 152 138 Studless Attached 20 130 115 105 168 148 135 Siding blind nail to 7116" Fastener through top wood 7118' WSP 40 125 107 99 161 138 127 HardiePlank® 5/16 5114 (TetraGrip), edge of plank structural attached .117" x at 24 in. on panel per code 1.125" x .3" center sheathing (PART only 60 118 102 95 152 132 123 #650867 HardieNail 0-15 148 135 122 192 174 158 Studless Attached 20 148 131 119 192 169 154 Siding blind nail to'/16" Fastener through top wood 7/16" WSP 40 142 122 112 184 157 145 HardiePlank® 5116 61/4 (TetraGrip), edge of plank structural attached .117" x at 12 in. on panel per code 1.125" x .3" center sheathing (PART only 60 135 117 108 174 151 140 #650867 ESR- 2290 1 Most Widely Accepted and Trusted Page 22 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mDhl (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vun7"1), 2018 IBC V.sd' 9t�15) (Basic Design Wind Speed, V11,74 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH B C D B C D TYPE 4.16 METHOD' TYPE' -e (IN.) (FT.) HardieNail Attached to 0-15 134 122 111 173 157 143 Studless Siding blind nail 7116" wood Fastener through top structural 7/is" WSP 20 134 118 108 173 153 139 HardiePlank® 5/16 6+14 (TetraGrip), edge of Panel attached .117"x 1.125"x plank at 16 sheathing per code 40 129 110 102 166 142 131 60 122 106 98 157 136 127 .3" (PART #650867) in. on center only HardieNail Attached to 0-15 125 113 103 161 146 1 133 Studless Siding blind nail 7116" wood Fastener through top structural 7116" WSP 20 125 110 100 161 142 130 HardiePlank® 5116 6114 (TetraGrip), edge of Panel attached .117" x 1.125"x plank at 20 sheathing per code 40 120 102 94 154 132 122 60 113 98 91 146 127 118 .3" (PART #650867) in. on center only HardieNail Studless Siding blind nail Attached to 0-15 118 107 97 152 138 126 20 118 104 95 152 134 123 Fastener through top 71'6" wood 7/is" WSP HardiePlank® 5118 6'/a (TetraGrip), edge of structural attached 40 113 97 89 146 125 115 .117"�x 1.125" x plank at 24 pane I sheathing Per code .3 (PART #650867) in. on center only 60 107 93 86 138 120 111 HardieNail Attached to 0-15 140 127 115 180 164 149 Studless Siding blind nail 7/16" wood Fastener through top structural 71,8' WSP 20 140 123 113 180 159 145 HardiePlank® 5116 7114 (TetraGrip), edge of panel attached .117"x 1.125"x plank at 12 sheathing per code 40 134 115 106 173 148 137 60 127 110 102 164 142 132 .3" (PART #650867) in. on center only HardieNail Attached to 0-15 125 114 103 162 147 134 Studless Siding blind nail 7/+6" wood Fastener through top structural 7116" WSP 20 125 111 101 162 143 130 HardiePlank® 5116 71/4 (TetraGrip), edge of panel attached .117"x 1.125" x plank at 16 sheathing per code 40 120 103 95 155 133 123 118 .3" (PART in. on center only #650867) 60 114 99 92 147 128 HardieNail Attached to 0-15 116 105 96 150 136 123 Studless Siding blind nail 7/16" wood Fastener through top structural 7116" WSP 20 116 102 93 150 132 121 HardiePlank® 5116 7114 (TetraGrip), edge of Panel attached .117'x 1.125"x plank at 20 sheathing per code 40 111 95 88 144 123 113 60 105 91 - 136 118 - .3" (PART #650867) in. on center only HardieNail Studless Siding blind nail Attached to 0-15 109 99 90 141 128 116 20 109 96 88 141 125 114 Fastener through top 7/,e" wood 7/16" WSP HardiePlank® 5115 71l4 (TetraGrip), edge of structural attached 40 105 90 - 136 116 - .117"x 1.125" x plank at 24 panesheathing lPer code .3" (PART in. on center only #650867) 60 99 86 - 128 111 - HardieNail Attached to 0-15 133 121 110 172 156 142 Studless Siding blind nail 7/+s" wood Fastener through top structural 71,5"WSP 20 133 117 107 172 152 138 HardiePlank® 5/16 8114 (TetraGrip), edge of panel attached .117"x 1.125"x plank at 12 sheathing per code 40 128 109 101 165 141 130 60 121 105 97 156 135 126 .3" (PART #650867) in. on center only HardieNail Attached to 0-15 119 108 98 154 139 127 Studless Siding blind nail 7/16" wood Fastener through top structural 7116" WSP 20 119 105 96 154 136 124 HardiePlank® 5/16 8114 (TetraGrip), edge of panel attached .117"x 1.125"x plank at 16 sheathing Per code 40 114 98 90 147 126 116 60 108 94 1 87 139 121 112 .3" (PART #650867) in. on center only ESR- 2290 1 Most Widely Accepted and Trusted Page 23 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mah) (Continued) 20151BC1IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC11RC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vs9d3917�) Vint"'), 2018 IBC (Basic Design Wind Speed, V1114 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE 4,15 FASTENING METHOD2 FRAME TYPE''$ STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH C D :K] B C D HardieNail Studless Siding blind nail Attached to "he" 0-15 110 1 99 90 141 128 117 20 110 97 88 141 125 114 HardiePlank® 5/16 8 /4 Fastener (TetraGrip), through top edge of wood structural 7116" WSP attached 40 105 90 - 136 116 - .117" x 1.125" x .3" (PART #650867) plank at 20 in. on center panel sheathing only per code 60 99 86 - 128 111 - HardieNail Studless Siding blind nail Attached to 7/18' 0-15 103 93 - 133 120 - 20 103 91 - 133 117 - HardiePlane 5116 1 8 /` Fastener (TetraGrip), through top edge of wood structural 7116" WSP attached 40 99 - - 127 - - 117" x 1.125"x .3" (PART #650867) plank at 24 in. on center panel sheathing only per code 60 93 - - 120 - - HardieNail Studless Siding Fastener blind nail through top Attached to 7/t6" wood 7116' WSP 0-15 128 116 106 165 150 136 20 128 113 103 165 146 133 HardiePlankm 5/16 91/4 (TetraGrip), .117" x 1.125" x edge of plank at 12 structural panel attached per code 40 123 105 97 159 136 125 .3" (PART #650867) in. on center sheathing only 60 116 101 94 150 130 121 HardieNail Studless Siding Fastener blind nail through top Attached to 7/16' wood 7116" WSP 0-15 114 103 94 147 133 121 20 114 100 92 147 130 118 HardiePlankm 5116 9114 (TetraGrip), .117' x 1.125" x edge of plank at 16 structural panel attached per code 40 109 93 86 141 121 111 .3" (PART #650867) in. on center sheathing only 60 103 90 - 133 116 - HardieNail Studless Siding Fastener blind nail through top Attached to /16" wood 7/16" WSP 0-15 104 95 86 135 122 111 20 104 92 - 135 119 HardiePlank® 5116 9114 (TetraGrip), .117" x 1.125" x edge of plank at 20 structural panel attached_ per code 40 100 86 - 129 111 .3" (PART #650867) in. on center sheathing only 60 95 - - 122 - - HardieNail Studless Siding Fastener blind nail through top Attached to 7/t6' wood 7116'" WSP 0-15 98 89 - 126 114 - 20 g8 86 - 126 111 - HardiePlank® 5116 9114 (TetraGrip), .117"x 1.125"x edge of plank at 24 structural panel attached- per code 40 94 - - 121 _ .3" (PART #650867) in. on center sheathing only 60 89 - _ 114 - - ESR- 2290 1 Most Widely Accepted and Trusted Page 24 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (muh) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design 1BC/IRC Wind Speed, (Basic Wind Speed, V„1110-11), 2018 IBC Vnd SAWS (Basic Design Wind Speed, V13•14 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE 4.16 METHOD 2 TYPE -a THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 184 167 152 238 216 196 0.092" blind nail 5/8 shank X through top 2X4 20 184 162 148 238 209 191 Artisan® Lap 514 0.225" HD X edge of Wood? 16 2.25" long plank 40 177 151 140 229 195 181 galy. Nail 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.092" blind nail 518 shank X through top 2X4 20 135 119 108 174 154 139 Artisan® Lap 7114 0.225" HD X edge f Wood 7 16 2'25" long plank 40 129 111 102 167 143 132 galy. Nail 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0.092" blind nail 5/e shank X through top 2X4 20 117 103 94 151 133 121 Artisan® Lap 8114 0.225" HD X edge of Wood? 16 2.25" long plank 40 112 96 88 145 124 114 galy. Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092" blind nail 5/8 shank X through top 2X4 20 132 116 106 170 150 137 Artisan® Lap 514 0.225" HD X edgef Wood 7 24 2.25" long plank 40 126 108 100 163 139 129 galy. nail 60 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.092" blind nail Artisan® Lap 518 7114 shank X 0.225" HD X through top 2X4 24 20 99 87 - 128 112 - 40 95 - - 123 - - 2.25" long edge of Wood 7 galy. nail plank 60 90 - - 116 - - 0-15 88 - - 114 - - 0.092" blind nail Artisan® Lap 51a 814 shank X " HD X 0.2225" through top 2X4 24 20 88 - - 114 - - 40 _ - - - g edge of Wood? galv. nail plank Min. 0-15 184 167 151 237 215 195 blind nail No. 20 5/8 ET&F pin through top ga' x 20 184 162 148 237 209 191 Artisan° Lap 51/4 0.100" x 1.5" edge of 3.62" x 16 x 0.313" HD plank 1.375" 40 176 151 139 228 195 180 Metal 60 167 145 134 215 187 173 C -stud Min. 0-15 149 135 123 192 175 159 blind nail No. 20 518 ET&F pin through top ga. x 20 149 131 120 192 170 155 Artisan® Lap 71/4 0.100" x 1.5" edge of 3.62" x 16 x 0.313" HD plank 1.375" 40 143 122 113 185 158 146 Metal 60 135 117 109 175 151 141 C -stud Min. 0-15 136 124 112 176 160 145 blind nail No. 20 5/8 ET&F pin through top ga. x 20 136 120 110 176 155 142 Artisan® Lap 8114 0.100"x 1.5" edgef 3.62" x 16 x 0.313" HD plank 1.375" 40 131 112 103 169 144 133 Metal 60 124 107 100 160 138 129 C -stud Min. No. 0-15 162 147 134 209 190 173 5/6 ET&F pin blind nail through top 20 ga. x 3.62" x 20 162 143 131 209 185 169 Artisan® Lap 5114 0.100"x 1.5" 24 40 156 133 123 201 172 159 x 0.313" HD edge of 1.375" plank Metal C - 60 147 128 1 119 190 1 fi5 153 stud ESR- 2290 1 Most Widely Accepted and Trusted Page 25 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kz = 1, Kd = 0.85, GCp; = 0.18., GCp=-1.4. 4ET&F pin fasteners have knurled shanks. 5Fastener length shall be sufficient to penetrate back side of the minimum 7116" WSP sheathing by at least %" for nails or 3 full threads for screws. "Values are for species of wood having a specific gravity of 0.50 or greater. 'Values are for species of wood having a specific gravity of 0.40 or greater. "Metal studs must be minimum Fy = 33 ksi. 9Vasd = nominal design wind speed. 70V„n = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa=Vun 40.6 13V = basic design wind speed 14 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 152018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V)0.6 '"Smooth -shank stainless steel nails are outside of the scope of this report 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, V,,,t10 '), 2018 IBC Vud3.9,12.15) (Basic Design Wind Speed, V13'14 PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD 2 FRAME TYPEI-8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Min. No. 0-15 134 122 111 174 158 143 Artisan® Lap 518 7114 ET&F pin 0.100"x 1.5" x 0.313" HD blind nail through top edge of plank 20 ga. x 3.62 x 1'375" Metal 24 20 134 119 108 174 153 140 40 129 110 102 167 142 131 60 122 106 98 158 137 127 C -stud Min. No. 0-15 128 116 106 165 150 136 Artisan® Lap 518 8114 ET&F pin 0.100"x 1.5" x 0.313" HD blind nail through top edge of plank 20 ga. x 3.62 x 1.375 Metal 24 20 128 113 103 165 146 133 40 123 105 97 159 136 125 60 116 101 94 150 130 121 C -stud Lap 5/8 5114 No. 8 X 1- 518" long X 0.323" HD ribbed bugle head screw blind screw through top edge of plank Min. No. . x ga 20 0 ga x 3.Artisan° 1.375" Metal C -stud 16 0-15 181 164 149 234 212 192 20 181 159 146 234 205 188 40 174 148 137 225 191 177 60 164 142 132 212 183 170 Artisan® Lap 5/e 714 No. 8 X 1- 518" long X 0.323" HD ribbed bugle head screw blind screw through top edge of plank Min. No. 3 62" x 20 ga. x 1,375" Metal C -stud 16 0-15 157 142 129 203 183 167 20 157 138 126 203 178 163 40 150 128 119 194 165 154 60 142 123 114 183 159 147 No. 8 X 1- Min. No. 20 0-15 149 135 123 192 174 159 20 149 131 120 192 169 155 Artisan® Lap 518 8114 518" long X 0.323" HD blind screw through top ga. x 3.62" x 16 40 143 122 113 185 158 146 ribbed bugle edge of plank 1.375" head screw Metal 60 135 117 109 174 151 141 C -stud No. 8 X 1- Min. No. 20 0-15 180 163 148 232 210 191 20 180 158 145 232 204 187 Artisan® Lap 5/e 51/4 518" long X 0.323" HD blind screw through top ga. x 3.62" x 24 40 172 147 136 222 190 176 ribbed bugle edge of plank 1.375" head screw Metal 60 163 141 131 210 182 169 C -stud No. 8 X 1- Min. No. 20 0-15 144 130 118 186 168 152 20 144 127 116 186 164 150 Artisan® Lap 518 7'14 518" long X 0.323" HD blind screw through top ga. x 3.62" x 24 40 138 118 109 178 152 141 ribbed bugle edge of plank 1.375" head screw Metal 60 130 113 105 168 146 136 C -stud No. 8 X 1- Min. No. 20 0-15 132 119 108 170 154 139 20 132 116 106 170 150 137 Artisan® Lap 515 81/4 518" long X 0.323" HD blind screw through top ga. x 3.62" x 24 40 126 108 100 163 139 129 ribbed bugle edge of plank 1.375" head screw Metal 60 119 104 96 154 134 124 C -stud For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kz = 1, Kd = 0.85, GCp; = 0.18., GCp=-1.4. 4ET&F pin fasteners have knurled shanks. 5Fastener length shall be sufficient to penetrate back side of the minimum 7116" WSP sheathing by at least %" for nails or 3 full threads for screws. "Values are for species of wood having a specific gravity of 0.50 or greater. 'Values are for species of wood having a specific gravity of 0.40 or greater. "Metal studs must be minimum Fy = 33 ksi. 9Vasd = nominal design wind speed. 70V„n = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa=Vun 40.6 13V = basic design wind speed 14 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 152018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V)0.6 '"Smooth -shank stainless steel nails are outside of the scope of this report ESR- 2290 1 Most Widely Accepted and Trusted Page 26 of 31 TABLE 5-(Va:a 100 MPH; Vutt / V 129 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.5 Building Height (feet) 56112 -inch wide 7114- & 7112 -inch wide 8- & 8114 -inch wide 9114- & 9112 -inch wide Exposure Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 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.). 'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length=1.5-in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePtn block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 In., length = 1.5 in.). 3 Maximum nominal design wind speed (Vwd) shall be 100 mph. Maximum ultimate design wind speed (V„ n) and basic design wind speed (V) shall be 129 mph. 'Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 6-(VB.d 110 MPH; V,,,t I V 142 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5 Building Height (feet) 56112 -inch wide 7114- & 7112 -inch wide 8- & 8114 -inch wide 91/4- & 91124nch wide Exposure Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardlePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 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.). 'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. tong), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (Vwd) shall be 110 mph Maximum ultimate design wind speed (Vu) and basic design wind speed (V) shall be 142 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7-4 Vasd 120 MPH; V,,t I V 155 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' �3,a Building :56'12 -inch wide 7114- & 7112 -inch wide 8- & 81/4 -inch wide 914- & 9112 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), 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.). 'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length =1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (V8sd) shall be 120 mph. Maximum ultimate design wind speed (V„n) and basic design wind speed (V) shall be 155 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). ESR- 2290 1 Most Widely Accepted and Trusted Page 27 of 31 TABLE 8-4 V$$d 130 MPH; V,tt 1 V 168 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.S Building <6112 -inch wide 7114- & 7112 -inch wide 8- & 8114 -Inch wide 9114- & 9112 -inch wide Exposure Exposure Exposure Exposure Height feet B B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 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.). 2Arlisae Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length =1.5 in.). 3Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (V„h) and basic design wind speed (V) shall be 168 mph. "Interpolation to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 9-(V$.d 140 MPH; Vuttl V 181 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.5 Building 56112 -inch wide Height (feet) Exposure 7114- & 7112 -inch wide 8- & 8114 -inch wide 9114- & 91!2 -inch wide 9114- & 91!2 -inch wide Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), 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.). 2Artisae Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vus,) and basic design wind speed (V) shall be 181 mph. "Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10-(Vld 150 MPH; V jt 1 V 194 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5 Building Height (feet) <6112 -inch wide 7114- & 7112 -Inch wide 8- & 8114 -inch wide 9114- & 91!2 -inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head dia. = 0.30 in., shank dia. = 0.145 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.). 2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 In., length = 1.5 in.), or Jaaco NailPro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 'Maximum nominal design wind speed shall be 150 mph. Maximum ultimate design wind speed (V„n) and basic design wind speed (V) shall be 194 mph. "Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). ESR- 2250 1 Most Widely Accepted and Trusted Page 28 of 31 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLET14 (NEW HARDIESHINGLETm) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH Sheathing Type I Siding Fastener Type Minimum 15132 inch thick Min. 0.121 in. shank x lying with DOC 0.371 tn. HD x 1114 In. long plywood comp PS complying corrosion resistant roofing Nail Weather Exposure and Height of Fastener Location Building feet 8 inch exposure 0-15 20 2 roofing nails 9 inches from 40 butt edge 7 inch exposure 2 roofing nails 8 inches from butt edge 6 inch exposure 2 roofing nails 7 inches from butt edge 5 inch exposure 2 roofing nails 6 inches from butt edge 2012 IRC, 2009 IBCIIRC, 2006 IBCARC (Basic Wind Speed, V..dl-"O) B I C For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05:1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4. 2V80 = nominal design wind speed. 3Vutt = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt =1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4. 52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa = Vuit 0.6 e V = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kn = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V'10-6 9 Smooth -shank stainless steel nails are outside of the scope of this report 2015 IBC/IRC, 2018 IRC, and 2012 IBC (Ultimate Design Wind Speed, %tt3'4). 2018 IBC (Basic Design Wind Speed, VB,r) B I C TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE-rm (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 20151BCARC,2018IRC, and 2012 IRC, 2009 ISCIIRC, 2006 2012 IBC IBCIIRC (Ultimate Design Wind Speed, (Basic Wind Speed, V"d''2'") V„it3'4). 2018 IBC (Basic Design Wind Speed, V°-') Weather Exposure and Sheathing Type Siding Fastener Type Building Fastener Location B C B C Minimum 7ltr, inch thick OSB Min. 0.091 in. shank x sheathing complying with 0.221 in. HD x 1112 in. long DOC -PS 2-95 corrosion resistant siding Nail 8 inch exposure 2 siding nails 9 inches from butt edge 7 inch exposure 2 siding nails 8 inches from butt edge 6 inch exposure 20 126 110 1 163 142 2 siding nails 7 inches from 40 126 105 1 163 136 butt edge 60 126 95 1 163 123 0-15 126 116 1 163 1 150 5 inch exposure 20 126 2 siding nails 6 inches from 40 126 butt edge For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 2Vasd = nominal design wind speed. 3Vatt = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4. 52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V„ It 0.6 6V = basic design wind speed Wind speed design assumptions per Section 30.3, of ASCE 7-16: K -t = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V 0.6 9 Smooth -shank stainless steel nails are outside of the scope of this report 163 136 ESR- 2290 1 Most Widely Accepted and Trusted Page 29 of 31 TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLET" (NEW HARDIESHINGLETm) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH Weather Exposure and Fastener Location Height of Building test 2015 ISCARC, 2018 IRC, 2012 IRC, 2009 and 2012 IBC IBC/IRC, 20061BC/IRC (Ultimate Design Wind (Basic Wind Speed, Speed, V„n3-4), 2018 IBC Vudt. SA) (Basic Design Wind Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Building test Ex osure Category B C Ex osure Category B C Minimum "he inch thick OSB sheathing complying with DOC- PS 2-95 Min. 0.091 in. shank x 0.221 91In. HD x Ink in. long corrasion resistant siding Dail 8 inch exposure, 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 9 inches from drip 0-15 116 116 150 150 20 110 110 142 142 40 i 100 100 129 129 60 1 95 95 123 123 7 inch exposure 3 nails for shingles greater than 8 In. wide, 2 nails for shingles 8 in. wide and 0-15 126 126 163 163 20 121 121 156 156 40 110 110 142 142 60 105 105 136 136 6 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and 0-15 126 126 163 163 20 126 126 163 163 40 1126 126 163 163 60 1 121 121 156 156 5inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and 0-15 126 126 163 163 20 126 1 126 1 1 163 40 126 126 1 163 163 60 121 1 121 1 156 1 156 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2V83d = nominal design wind speed. 3V,f, = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4. 52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V.,d = V„it 0.6 IV = basic design wind speed r Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kd = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. B 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V 4-0.6'0 Smooth -shank stainless steel nails are outside of the scope of this report ICC -ES Evaluation Report ESR -2290 CBC and CRC Supplement Reissued March 2020 Revised June 2020 This report is subject to renewal March 2022. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0616 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: HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK TM LAP SIDING, ARTISANS LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, recognized in ICC -ES evaluation report ESR -2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: IN 2019 California Building Code® (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below. ■ 2019 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the evaluation report ESR -2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 16 and 17, as applicable. The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2018 International Building Code® (IBC) provisions of the evaluation report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement 2.1.2 DSA: The applicable DSA Sections of the CBC are beyond the scope of this supplement. 2.2 CRC: The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the ICC -ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed, nor are they to be roastrued �.r�►j� as an endorsement ofthe subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report. ar as to any product covered by the report. !us _ Copyright ® 2020 ICC Evaluation Service, LLC. All rights reserved. Page 30 of 31 ESR -2290 I Most Widely Accepted and Trusted Page 31 of 31 evaluation report ESR -2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2018 International Residential Code' (IRC) provisions noted in the evaluation report. The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2018 International Residential Code® (IRC) provisions of the evaluation report and the additional requirements of CRC Sections R337.1.3.1 and R337.7, as applicable. The products recognized in this supplement have not been evaluated for compliance with the Intemational Wildland—Urban Interface Code®. This supplement expires concurrently with the evaluation report, reissued March 2020 and revised June 2020.