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HomeMy WebLinkAboutEVALUATION REPORTDIVISION: 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 SCANNED BY St. Lucie County EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE°) PANELS, HARDIEPLANKM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES ICC ICC ICC (P c `—pMG c` LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ISMEC 1705 to any finding or other matter in this report, or as to any product covered by the report. � ;��� ENy "=N Copyright 0 2018 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report, ESR-2290 Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.ora 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800)942-7343 www.uameshardie.com info iDeameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE) PANELS, HARDIEPLANK^- LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE' INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Codes (IBC) ■ 20150 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)r t77re ADIBC is based on the 2069 ISC.2009113C mde sections referenoed in this report are the same sections In the ADISC. 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 Standard* (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 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 HardieShingleTM (New HardieShingle'll) panels, HardiePlank^ (Cemplank®, Prevaiff, and RFC') lap siding, Artisan Lap Siding, and HardieShingleTM (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 C177. 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: HardieShingle' (New HardieShingle®) panels, HardiePlankT (Cemplanko, Prevail' ° and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTM (New HardieShinglea) individual shingles are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade tap coat. Nominal product dimensions are noted in Table 1. The products are available in a variety of finish textures. HardieShingleTM panels are offered in three configurations: half -round, staggered -edge, and square -edge. New HardieShingle® individual shingles are offered in two configurations: staggered -edge and square -edge. ICGESEvaluadon Reportsare not to be comoruedas representing aestheder or any other attributes notsp=JIodly addressed, nor are they to be wes ad as anesdomment ofthe subject ofthe reporter a moommendationforW use 77ereiswwarrantyby/CCEmhmtion ServieUC,erpreee or implird, as 11 to anyjinding orother matter in this report or as to anyproduUmveredby the report Copyright ® 2018 ICC Evaluation service, LLC. All rights reserved. Pagel 027 ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of 27 3.3 Fasteners: Fastener type, size, spacing and installation method must be as shown in the tables of this report. Fasteners must be made from corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM (New HardieShingle) panels, HardiePlankTM (Cemplanke, PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTM (New HardieShingle I 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 scare -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 2015 and 2012 IBC Section 1405.16; 2015 and 2012 IRC Section R703.10; 2009 IBC Sections 1406.16; ; 2009 IRC Section R703.10; 2006 IBC Sections 1405.16 and 1405.16; or 2006 IRC Section R703.10, as applicable. 4.2.2 HardieShingleT (New HardieShinglee) 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 r/s-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®, Prevail', 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 manufacturers 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 comers must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A Ala -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. 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 comers must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A '/e-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 Hardie5hingle'^ (New HardieShingla 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 1r/4-inch-wide-by-1/4-inch-thick starter strip and a minimum W/4-inch-wide (210 mm) HardiePlankTM (Cemplane, PrevailTm, and RFC®) lap siding starter course are installed over the water -resistive barrier with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of 1/4 inch (6.4 mm) apart, leaving a minimum side lap of 11/2 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR-2290 I Most IMdelyAccepted and Trusted Page 3 of 27 (25.4 mm) from shingle edtgas and must be positioned to be covered a nominal 1 /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 comers must be installed and the shingles must be finished in accordance with the manufacturer's application instructions. A'/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 comers; 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 5/6-inch-thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 mm) cup -head gypsum wallboard nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8-inch-thick (15.9 mm), Type X, gypsum wallboard joints and nail heads must be finished in accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of'/rinch-thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch-wide (305 mm) HardiePlank' (Cemplane, PrevaiFm and RFC®) lap siding lapped a minimum of 1'/4 inches (32 mm). The '/2-inch4hick (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 '/rinch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing must be fastened to the framing members with 1314-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/16-inch4hick (7.5 mm), minimum 12-inch-wide (305 mm) HardiePlankm (Cemplank®, PrevailTm, and RFC®) lap siding must be applied over the '/z-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing by attaching 1'/rinch-wide (3B mm) HardiePlankTM (Cemplank®, PrevaiP, and RFC®) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankT (Cemplank®, PrevaiFm, and RFC) lap siding applied horizontally with a minimum nominally *,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-2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 F'�, which must not exceed 0.78 F, at a slenderness ratio 14/d of 33. 5.0 CONDITIONS OF USE The HardieShingleT"I (New HardieShingle) panels, HardiePlankTM (Cemplank®, Prevail'"° 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 HardieShinglew (New HardieShingle®) panels, HardiePlankw �Cemplanke, PrevailTm and RFC®) lap siding, Artisan Lap Siding, and HardieShinglem (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 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, 11, 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. 5.8 The products are manufactured at the following locations, with quality control inspections by ]CC -ES: Cleburne, Texas • Peru, Illinois • Plant City, Florida • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California • Summerville, South Carolina 6.0 EVIDENCE SUBMITTED Data in accordance with the ]CC -ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (editorially revised September 2015). 7.0 IDENTIFICATION Pallets of the JamesHardieo Building Products, Inc., HardieShingleT (New HardieShingle®) panels, HardiePlankT (Cemplank®, Prevadn" and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleT (New HardieShinglee) individual shingles must carry a label bearing the manufacturers name and telephone number, the product name, the name of the inspection agency, ICC-ES, and the evaluation report number (ESR-2290). F,SR-2290 I Most IMdelyAccepted and Trusted Page 4 of 27 TABLE 1-STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardiePlanl a lap siding 4. 5'/e, 6, 6'/4, 7'/a, 7'/z, 8, 12, 14 feet 5/1e 8/4,9/4,9/2&12 Artisae lap siding, 51/4, 7'/4,8'/4 12, 14 feet 5/e Cemplanke lap siding 5'4.6, 04. 7'/4, 7'/2, 8, 8/4,9/z&12 12, 14 feet 5/16 Prevail'"' lap siding 5'/4, 6, 04, 7'4, V/2, B. 8/4,9/2&12 12, 14 feet s/,e RFC® lap siding 04, 7%. 04, 9%& 12 12, 14 feet 5116 New HardieShingle 5-inch exposure 48 14 inches 1/4 (square & staggered edge) New HardieShingle 7-inch exposure 48 15%, 15r/s inches '/4 (square & staggered edge) HardieShingle- panel 48 16 inches 1/4 (square & staggered edge) HardieShingleTM panel 48 16,19 inches 1/4 (half round) New HardieShingle individual 31/2. 4'/2, 5'/2, 7, 04 14 inches 1/4 shingles 5-inch exposure New HardieShinglee individual 43/,s, 5'/2, 6'/4, 7%. 10. 15'/4 inches 14 shingles 74nch exposure HardieShingleTM individual shingles 1 6, 8, & 12 1 18 inches For SI: 1 inch = 25.4 mm, 1 It = 305 mm. TABLE 2-Wand "R" VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUALTHERMAL ACTUALTHERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE' RESISTANCE' (INCH) Kess=(BTUIHR-FT2 F)/INCH R=1/Kem (Keys) (R) 1/4 1.95 0.51 7.80 0.13 5/1e 2.07 0.48 6.62 0.15 For SI: 1 Inch = 25A mm,1 Btulh-fe- F = 5.678 WIm2-K 'Based on 1 inch of panel thickness. 'Actual value for panel thickness shown. RSR- 22901 Most Widely Accepted and Trusted Page 5 of 27 TABLE 3--MAXIMUM BASIC WIND SPEED (3-second gust) (mph) 20121RC, 2009 2015 IBCIIRC and IBCIIRC, 2006 20121BC IBCIIRC (Ultimate Design (Basic Wind Wind Seed, Speed, V..n V„.' ) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK FASTENER FASTENER FRAME STUD BLDG. PRODUCT (IN.) TYPE SPACING TYPE SPACING HEIGHT (IN.) (IN.) (FT.) B C D B C D 0.083'Attached D-15 126 85 - 163 110 - HardieShingle- shank shank to7/e 7116' WSP (New Hel(str /a 'O.18T HD 13.75 wood attached to 20 121 85 - 156 110 - 40 105 85 - 136 110 - (straight Panel lreighation) r x 1 /z° long structural panel framing per rountl Installation) ring shank Baas sheathing code only 60 95 123 0.083' Attached 0-15 105 85 - 136 110 - HardleShIngle-HardieShingl (New shank to Ire wood WSP 20 105 - - 136 - - HardieShingered i! HD 13.75 structural attached to attached 40 95 _ _ 123 _ _ Panel x 1 !s° long xI%nl pans framing per Installation) Installation) ring ally sheathing crotle 60 85 110 only 0.090' Attached 0-15 158 143 130 204 185 168 Hardi(NewglaTM shank to Ire wood 7/16' WSP 20 158 139 127 204 179 164 (Now 14 "0.215' HD 8 structural attached to . 40 152 130 1 120 196 168 1 155 HardieShingle®) x 11/2° long panel framing per Panel ring shank sheathing code al only 60 143 124 115 185 160 148 0.090, Attached 0-15 172 156 142 222 201 183 HardieShingle11° shank to /'B wood 7/16' WSP 20 172 151 138 222 195 178 (New r /` '0215' HD . 6 structural attached to 40 165 141 130 213 182 168 HardieShingle®) x 1'/z long framing par Panel ring shank shpanel eathing code 60 166 135 126 201 174 163 nail only 1 Nominal 0-15 168 137 116 217 177 150 0.083' 2x4'or 20 168 137 116 217 177 150 HardieShingle— shank Min. No. (Now r /^ '0187' HD at each 20 ga. x 16 HardieShingle®) xi% long studs 3.62'x 40 168 126 105 217 163 136 Panel ring shank 1.375' nails Metal 60 158 116 105 204 150 136 C-stud Nominal 0-15 147 105 85 190 136 110 0.083' 2x4'or 20 137 100 85 177 HardieShingle- shank Min. No. �!� "0.187'HD ateach 20 ga. x 24 HardieShingle®) x 1 !z long stud 3.62'x 40 126 95 - 163 t129I(New Panel ring shank 1.375' 60 116 89 - 150 nails Metal C stud For SI: 1 foot = 305 mm, 1 inch = 25.4 rare, 1 mph - 0.44 Ms. 'Values are for species of wood having a specific gravity of 0.40 or greater. sFor application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfaste net, 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 ksl. sFor application to ASTM C90 concrete masonry wit 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 =125 in.), Max System block nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.16 in., length =1.3 in.), Aerosmith Semple 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 =1251n.) applied at the equivalent fastener or stud spacing. `lMnd speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I =1.0. K,s=1, Kp= 0.85. GC,,= 0.1 S., GCp=1.4. °For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 Inch into framing or the sheathing thickness as applicable. °V„p = nominal design wind speed. 7V,m = 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. 92015 and 20121BC Section 1609.3.1, Eqn. 16-33, V6=Ve-10.6 ESR- 22901 Most lMdelyAccepted and Trusted Page 6 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' 2012IRC, 2009 IBCIIRC, 20o618C8RC (Basic Wind Speed, V."-,: ) 2015 IBCIIRC and 20121BC (Ultimate Design Wind Wind %11)peed, Y�6 ) PRODUCT EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER TYPE' FASTENING METHOD" FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) CATEGORY CATEGORY THICK WIDTH B C D B C D Min. No. D-15 168 168 147 217 217 190 HardlePlank® 6/16 4 ET&F pin 0.100" 1.5' x 0.25' HD Face Nailed 20 ga. x 3.62' Memel 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Ostud Min. No. 0-15 168 168 147 217 217 190 HardiePlanke 5/15 6 ET&F pin 0.10D' " 1.5' x 0.25' HD Face Nailed 20 ga. x 3.62' 1.375' Metal 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 C-stud Min. No. 0-15 168 168 147 217 217 190 HardiePlank® '/re 61/, ET&F pin 0.100"1.5' x 025' HD Face Nailed 20 ga. x 3'62 1.375' Metal 16 20 168 168 137 217 217 177 40 168 158 137 217 204 177 60 168 147 126 217 190 163 6stud Min. No. 0-15 168 168 126 217 204 163 HardiePlanke s/,g r 7 /; °r 7 /' .100 pin 0.100" HD x 0.25' HD Face Nailed 20 ga. x 1.37 ' Metal 16 20 168 147 126 217 190 163 40 168 137 121 217 177 156 60 168 126 116 217 163 150 C-stud Min. No. 0-15 168 147 126 217 190 163 HardisPlank® sirs 8 ET&F pin 0.100" 1.5' x 025' HD Face Nailed 20 ga. x 3"62- 1.375" Metal 16 20 168 147 126 217 190 163 40 168 137 116 217 177 150 60 168 126 105 217 163 136 Ostud Min. No. 0-15 168 147 126 217 190 163 HardiePlanke 5l16 81/6 ET&F pin 0.100"1.5' x 0.25' HD Face Nailed 20 ga. x 3.62" 1.375' Metal i6 20 168 147 116 217 190 150 40 168 131 116 217 169 150 60 158 126 105 204 163 136 Gstud Min. No. 0-15 168 137 116 217 177 150 HardiePlank ® s /r6 r 9/4 or 91/z ET&20 .100 pin x 0.2 ' HD x 025' HD Face Nailed ga. x 3.62" 1.375' Metal tfi 20 168 137 116 217 177 150 40 158 126 105 204 163 136 60 147 116 105 190 150 136 Gstutl Min. No. D-15 145 131 119 187 169 154 HardiePlanke s/rs 12 ET&F pin 0.100" 1.5- x 0.25' HD Face Nailed 20 ga. x 3.62"" 1.375' Metal 16 20 145 127 116 187 164 150 40 139 119 110 179 154 142 60 131 114 106 169 147 137 Gstutl Min. No. 0-15 160 137 116 207 177 150 HardiePlank° s/rs 4 ET&F pin 0.100'"HD x 0.25' HD Face Nailed 20 ga. x " 3.62' 1.375' Metal 24 20 160 137 116 207 177 150 0 [�60 154 121 105 199 156 136 145 116 100 187 150 129 Gstutl Min. No. 0-15 160 137 116 207 177 150 HardlePlanke 5/16 6 ET&F pin 0.100V'1.5' x 0.25' HD Face Nailed 20 ga. x 3.62' 1.375" Metal 24 20 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 1 116 100 187 160 129 Gstutl _ESR- 2290 1 Most Widely Accepted and Trusted Page 7 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCARC, 20061BCIIRC (Basic Wind Speed, V_�3e,12) 20151BCIIRC and C (Ultimate mate Design Wind Speed, V.n ) PRODUCT PRODUCT DIMENSION N. FASTENER Type FASTENING METHOD' FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Min. No. 0-15 160 137 116 207 177 150 HardiePlanke a/1e 614 ET&F pin 0.100"1.5' x 0.25' HD Face Nailed 20 Be. x 3.62 1.375" Metal 24 20 160 126 110 207 163 142 40 147 121 105 190 166 136 60 137 116 95 177 150 123 C-stud Min. No. 0-15 160 116 100 207 150 129 HardlePlank /1e or t 7 !' ET&F pin 0.1 .25' 1.5' x 025' HD Face Nailed 20 ga. x Me7S tal 24 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 89 163 123 115 C-stud Min. No. 0-15 160 116 95 207 150 123 HardiePlanke else 8 ET&F pin 0.100-1.5' x 0.25' HD Face Nailed 20 ga. x 3.62" 1.375" Metal 24 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 85 163 123 110 Cstud Min. No. D-15 158 116 952114 150 123 HardiePlanke 5/1e 814 ET&F pin 0.100'"1.5' x 0.25' HD Face Nailed 20 ga. x 3.62'" 1.375' Metal 24 20 158 105 95 204 136 123 40 137 100 85 177 129 110 60 126 95 85 163 123 110 C-stud Min. No. 0-15 147 105 85 190 136 110 HardiePlank ® s 11e 9laor 1 9 !' .100 pin 0.100'"1.5' x 0.25' HD Face Nailed 20 ga. x 3.62" Metal 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 126 95 - 163 123 - Cstud Min. No. 0-15 106 96 87 137 124 112 HardiePlanke else 12 ET&F pin 0.100"1.5' x 02S HD Face Nailed 20 ga. x 3.62' 1.375' Metal 24 20 106 93 85 137 120 110 40 102 87 - 132 112 - 60 96 - - 124 - - Cstud 0-15 158 126 105 204 163 136 HardiePlanke etie 4 ET&F pin 0.100° " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' 1.375 16 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 158 126 105 204 163 136 HardlePlanko ells 6 ET&F pin 0.100° " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62" 1.375- 16 20 158 121 100 204 156 129 40 147 110 95 190 142 123 137 105 95 177 136 123 0.15 168 116 100 217 150 129 HardlePlank® e116 614 ET&F pin 0.100' " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' " 1.375 16 20 168 116 95 204 150 123 40 137 105 89 177 136 115 60 126 100 85 163 j 129 110 0-15 147 105 85 190 136 110 HardlePlank o s !1e 1 7la or 1 7 /' ET&F ptn 0.100" 1.5' x 0.313' HD Blind Nailed M n. No. 20 ga.x 3.37 " 1.375' 16 20 137 65 177 129 110 40 121 v - 166 115 - 60 110 - 142 1 110 - ESR- 22901 Most Widely Accepted and Trusted Page 8 of 27 TABLE 4-MAXIMUM BASIC WIND SPEED (mph)a(Continued) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basic Wind Speed. Vmxg12) 20151BC/IRC and 20121BC (Ultimate Design Wind Speed, V.v ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE2 FASTENING METHOD FRAME TYPE STUD SPACING ON.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICIG WIDTH B C D B C D 0-15 137 95 85 177 123 110 HerdiePlank® s/,a 8 ET&F pin 0.100° " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga' x 3.1.375' 16 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 85 - 136 110 - 0-15 137 95 - 177 123 - HardiePlanke 5116 81/2 Ei&F pin 0.100' .1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' 1.375' 16 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 - - 136 - - 0-15 158 110 95 204 142 123 HardlePlank® 6115 4 ET&F pin 0.100' " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga' x 1.37 1.375' 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 HardiePlank® 5/16 6 ET&F pin 0.100" 1.5' x 0.313' HD Blind Na0ed Min. No. 20 ga. x 3.62' 1.375' 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 HanllePlanke 5/16 614 ET&F pin 0.100' " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.37 ' 1.375 24 20 137 100 85 177 129 110 40 126 95 - 163 123 - 60 105 89 - 136 116 - 0-15 137 95 85 177 123 110 HardiePlank ® s /,s 77 or f 7 /2 ET&F pin 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3. 1.37375' 24 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 65 - 136 110 - 0-15 126 85 - 163 110 - HardiePlanke 5116 8 ET&F pin 0.100' " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62 . 1.375' 24 20 116 85 - 150 110 - 40 100 - - 129 - - 60 95 - - 123 - - 0-15 116 - - 150 - - HardiePlanke '/,s 814 Epin 0.10000" 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga.' 3.62 1.375' 24 20 105 - - 136 - - 40 95 - - 123 - - 60 85 - - 110 - - 0-15 170 170 158 219 219 204 HardiePlanke 5/16 5.25 6d common Face Nailed Thmugh plank ovedap 2X4 mod 16 20 170 169 154 1 219 218 199 40 170 167 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 20 170 151 138 219 195 178 HardiePlanke 6/16 6.25 6d common Few Nailed Through plank ovedap 2X4 wood 16 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 27 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)' (Continued) ' 20121RC, 2009 IBCBRC, 20061BCORC (Basic Wind Speed Vma0.ra) 20151BCIIRC and C (Ultimate mate Design Wind Speed, V.s ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD' FRAME TYPE's STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C D B C D HardlePlank® 5/15 7.25 6d common Face Nailed Through plank overlap 2X4 mod 16 0-15 156 142 129 202 183 166 20 156 138 126 202 178 162 150 128 118 193 165 153 60 142 123 114 183 159 147 HardiePlanke S/rg 7.5 6d common Face Nailed Through plank ovedap 2X4 WOOd 16 0-15 153 139 126 197 179 163 20 153 135 123 197 174 159 40 147 125 116 190 162 150 60 139 120 112 179 155 144 HardiePlanke S/rg 8 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 147 134 121 190 172 157 20 147 130 118 190 168 153 40 141 12l 111 182 156 144 60 134 116 108 172 150 139 HardiePlank® 5/15 8.25 6d common Face Nailed Through plank overlap 2X4 �� 16 0-15 145 131 119 187 169 154 20 145 127 116 187 165 150 40 139 119 110 179 153 141 60 131 114 106 169 147 136 HardiePlanka 51. 925 6d common Face Nailed Through plank overlap � 16 0-15 135 123 111 175 158 144 20 135 119 109 175 154 141 40 130 111 102 168 143 132 60 123 106 99 158 137 128 HardlePlanke s/rs 9.5, 6d common Face Nailed Through 1 plank overlap 2X4 wood 16 0-15 133 121 110 172 156 142 20 133 117 107 172 152 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 ' HardiePlanke 6/16 5.25 ad common Face Nailed Through plank overlap 2X4 Wood 24 0-15 156 142 129 201 183 166 20 156 138 126 201 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 HardlePlanks s/rs 11 6.25 6d common Face Nailed Through plankovedap 2X4 wood40 24 0-15 140 127 115 180 164 149 20 140 123 112 180 159 145 134 115 106 173 148 137 60 127 110 102 164 142 132 HardiePlanke 5/16 7.25 ad common Face Nailed Through plank overlap 2X4 wood 24 0-15 127 116 105 165 149 136 20 127 112 103 165 145 132 40 122 105 97 158 135 125 60 116 100 93 149 130 120 HardiePlanke '/re 7.5. Bd common Face Nailed Through plank overlap �X4 Wood 24 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 95 155 132 122 60 113 98 91 146 127 118 ESR-22901 Most Kfidely Accepted and Trusted Page 10 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basic Wind Speed, V.3Al2) 2015 IBC0RC and 2012 mate DC (Ultimate Design Wind Speed, Vun ) PRODUCT PRODUCT DIMENSION IN. FASTENER FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C I D B C D HardioPlanke 5116 8 6d common Face Nailed Through , plank overlap 2X4 wood 24 0-15 120 109 99 155 141 128 20 120 106 97 155 137 125 40 115 99 91 149 127 117 60 109 95 88 141 122 113 HardiePlanke 5/1 6 8.25 6d common Face Nailed Through plank overlap woo wood 24 0-15 118 107 97 152 138 126 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 111 HardloPlanke 5/16 9.25 6d common Face Nailed Through plank overlap 2X4 mod 24 0-15 110 100 91 142 129 117 20 110 97 89 142 126 115 40 106 91 - 137 117 - 60 100 87 - 129 112 - HaniiePlanka 5116 9.5 6d common Face Nailed Through plank overlap 2X4 woad 24 0-15 109 99 90 140 127 116 20 109 96 87 140 j 124 113 40 104 89 - 135 1 115 - 60 99 85 - 127 110 - HardlePlanke s/rs 5.25 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 170 219 219 219 60 170 170 170 219 219 219 HardlePlanlO s/rs 6.25 8d common Face Nailed Through plank overlap 2X4 wood 16 G-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 161 219 219 208 60 170 168 156 219 217 201 HardiePlanke Slra 7.25 Ild common Face Nailed Through plank overlap 2X4 mod40 16 0-15 170 170 160 219 219 207 20 170 170 157 219 219 203 170 160 147 219 207 190 60 170 153 142 219 198 183 HardiePlanke s/rs 7.5 8d common Face Nailed Through overlap 2X4 woodplank 16 0-15 170 170 157 219 219 203 20 170 168 154 219 217 199 40 170 157 145 219 203 187 60 170 150 139 219 194 179 HardlePlanke '/rs 8 8d common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 167 151 219 216 195 20 170 162 148 219 209 191 40 170 151 139 219 195 179 60 167 144 134 216 186 173 HardlePlanke 5118 8.25 Ild common Face Nailed Through plank overlap 2X4 wood 16 0-15 170 164 149 219 212 192 20 170 159 145 219 205 187 40 170 148 137 219 191 177 60 164 142 132 212 183 170 ESR- 2290 1 Most Widely Accepted and Trusted Page 11 of 27 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)a(ConOnued) 20121RC, 2009 IBCIIRC, 200618C8RC (Basic Wind Speed, Vma.aa) 20151BC/IRC and 20121BC (Ultimate Design Wind Speed, V. ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE' FASTENING METHOD FRAMs TYPE' STUD SPACING (IN.) BUILDING HEIGHT (Fr.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 169 153 139 218 198 179 20 169 149 136 218 192 176 HardiePlank® 5/16 9.25 Bd common Face Nailed Through 16 plank overlap o Wood 40 162 138 128. 209 178 165 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 HardiePlank® S/r. 9.5 8d common Face Nailed Through plank overlap 2X4 wood 16 40 159 136 126 205 176 163 60 151 131 121 196 169 156 0-15 160 145 132 207 187 170 HardiePlanko '/16 5.25 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 HanllePlank® 5/15 6.25 8d common Face Nailed Through plankoverlap 2X4 �� 24 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 159 144 131 205 186 169 159 140 128 205 181 165 HardlePlanke 5/,. 7.25 8tl common Face Nailed Thmugh plank overlap 2X420 wood WOOd 24 40 153 130 120 198 168 155 60 144 125 116 186 161 150 D-15 156 141 128 201 182 165 20 156 137 125 201 177 161 HardiePlanke s/r. 7.5 8d common Face Nailed Through plank overlap �� 24 40 150 128 118 194 165 152 60 141 123 114 182 159 147 0-15 150 136 123 194 176 159 HardiePlanko 'I,. 8 8tl common Face Nailed Through plank overlap 2X420 WOOd wood 24 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 0-15 147 134 121 190 173 156 HardlePlank® '/r. 8.25 8tl common Face Nailed Through plank overlap 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 20 138 121 111 178 156 143 HardiePlanke 5/16 9.25 8d common Face Nailed Thmugh plank overlap 2X4 modad 24 40 132 113 104 170 146 134 60 125 108 101 161 139 130 0-15 136 123 112 176 159 145 HardiePlank® s/,. 9.5 8tl common Face Nailed Through plankovedep 2X4 wood 24 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 107 99 159 138 128 F=SR- 22901 Most Widely Accepted and Trusted Page 12 of 27 • TABLE 4—MAx1MUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 IBCIIRC, 20061BCIIRC (Basic Wind Speed, 20151BCIIRC and C (Ultimate mate Design Wind Speed, Vx ) 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 HardiePlankm 5/16 4 No.8-18, 1 'la long x 0.323"HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62'" 1 at C- Metal stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 HardiePlankm S/,g 6 No. B-18, 1 °/e long x 0.323' HD ribbed bugle head screw Few Screwed 20 Min. . xo. 3.62 X 1.375' 16 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 HardiePlanl m s1 /,s 614 No, B-18, % long x 0.323' HD ribbed bugle head screw Face Screwed 20 ga. x 3.62 " 1 375' 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 0-15 168 147 126 217 190 163 HardiePlank21 sl,s 7 li or 7 /2 No- B-18, 1 °le long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62 " 1.375 16 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 168 126 105 217 163 136 0-15 168 147 126 217 190 163 HardiePlank ® s l,s 8 No. B-18, 1 °le long x 0.323' HD ribbed bugle head screw Face Screwed 20 ga. x 3.62' . 1 375' 16 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 158 126 105 204 163 136 0-15 168 147 126 217 190 163 HardlePlankm s/,s 814 No. &18, 1 % long x 0.323' HO ribbed bugle head screw Face Screwed Min. . 20 ga. x 3.62" 1.375 16 20 168 137 121 217 177 156 40 168 131 116 217 169 150 60 158 121 105 204 156 136 0.15 168 137 116 217 177 150 HardiePlankm ' s /,s 9 /a or 9'l2 No. 5-18, 1%long x HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62' " 1.375 16 20 168 131 110 217 169 142 40 158 121 105 204 156 136 60 147 116 100 190 150 129 0.15 168 126 105 217 163 136 HardlePlankm slie 12 No. 8-18, 1% long x 0.323' HD ribbed bugle head screw Face Screwed Min. 20 . x 3.82' x 1 375' 16 20 168 121 95 217 156 123 40 137 110 95 177 142 123 60 137 105 89 177 136 115 6-15 160 137 116 207 177 150 HartllePlank® 51,6 4 ' No, 8-18, 1 °le long x 0.323' HD ribbed bugle head screw Face Screwed 20 Min. . x 3.62' X 1 375, 24 20 160 137 116 207 177 150 40 165 126 110 200 163 142 60 145 116 105 187 150 136 0-15 160 137 116 207 177 150 HardlePlank® s/,s 6 No. 8-18, 1 '/e long x 0.323, HD bugle head screw Screwed Few Min. No.E24 23.62' a. xribbed 1.37540 20 160 137 116 207 177 150 154 126 110 199 163 142 60 145 116 105 187 150 136 1ESR- 2290 1 Most Widely Accepted and Trusted Page 13 of 27 • TABLE 4-MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCIIRC, 2006 IBCBRC (Basle Wind Speed, 20151BCIIRC and 20121BC (Ultimate Design Wind Speed, Vn ) PRODUCT PRODUCT DIMENSION N. FASTENER TYPE FASTENING METHOD' FRAME TYPE+a STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C D B C D 0-15 160 145 116 207 187 150 HardlePlank ® s !+s + 6 /. No. 8-18,1- o!e long x HD ribbed heads bugle head screw Face Screwed 20 ga. x 3.62 " 1 375• 24 20 160 141 110 207 182 142 40 154 131 105 199 169 136 60 145 126 100 187 163 129 0-15 160 126 105 207 163 136 HardlePlank ® s I+o 7+/ or A No. 8-18, 1- o!e long x 0.323-HD ribbed bugle head screw Face Strewed Min. ga. x 3.62. 1 62' 24 20 160 121 105 207 156 136 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 160 126 105 207 163 136 HardiePlanka silo 8 No. B-18, 1- s/e long x 0.323, HO fibbed bugle head screw ewed Screw ewed Min. No. 20 ga. x 1 62' 24 20 160 121 100 207 156 129 40 147 110 95 190 142 123 60 137 105 89 177 136 115 0-15 160 121 105 207 156 136 HardlePlank ® s !ro + 8 /� No. BA8, 1- s!e long x iHD fibbed ribbed bugle head screw Face Screwed 0 ga. x 3.62-' 1 375" 24 20 160 121 100 207 156 129 40 137 105 95 177 136 123 60 131 100 89 169 129 115 0-15 158 116 95 204 150 123 HerdiePlank ® s !18 9+/� or 9'Iz No. B-18, 1- s/e long x ribbed bugle head screw Face Screwed Min. ga. x 20 3.62-" 1.375' 24 20 158 110 95 204 142 123 40 137 100 89 177 10 115 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 HardiePlanke s/+s 5.25 No. 11 1 gauge, g roofing nail Blind Nailed Through top edge of plank 2 x 4 16 20 163 143 131 210 185 169 40 156 133 123 202 172 159 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 HardiePlanke 5/+5 6.25 No. 11 1 gauge, roofing nail BGnd Nailed Through top edge of plank 2 x 4 16 20 146 128 117 188 166 151 40 140 119 110 180 164 142 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 HardlePlanko s/+s 725 No. 11 1 auge,g 25'roofing nail Blind Nailed Through top edge of plank 2x4 16 0 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 HardiePlanke 5/1. 7.5 No. 11 1gauge, roofing nail Blind Nailed Through top edge of plank 2x4 16 20 130 j 115 105 168 148 135 40 125 107 99 161 138 127 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 HardiePlank® 5/+a 8 No. 11 12sge,g roofing nail Blind Nailed Through top edge of plank 2x4 16 20 125 110 101 162 143 130 40 10 103 95 155 133 122 60 114 99 91 147 127 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basle Wild Speed, Vm ) 20151BCIIRC and 201E IBC (UltimateDe gn ntl Speed Vux16.1 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 0-16 123 112 101 159 144 131 HardiePlanko 5/16 B25 No. 11 1gauge. roofing nail Blind Nailed Through top edge of plank 2x4 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 6/16 9.25 No. 11 gauHardiePlank® 125'ge, roofing nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanke 6/16 9.5 No. 11 1 gauge, lonroofing nail Blind Nailed Through top edge of plank 2 x 4 16 20 113 100 91 146 129 118 40 109 93 86 140 120 111 60 103 89 - 133 115 107 0-15 133 121 110 172 166 141 HanllePlanke 6/16 525 No. 11 1 gauge, roofing nail Blind Nailed Through of ghplank top 2x4 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® 6/16 6.25 No. 11 12sglong roofing nail Blind Nailed Through top edge of plank 2 x 4 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 HardlePlanke 6/16 7.25 No. 11 1gauuge, roofing nail Blind Nailed Through top edge of plank 2x4 24 20 108 96 87 140 123 113 40 104 89 134 115 60 98 85 - 127 110 - 11-15 106 96 88 137 125 113 HardlePlanka 6116 7.5 No. 11 1 gauge, long roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 106 94 86 137 121 110 40 102 87 - 132 113 - 60 96 - - 125 108 - 0-15 102 93 - 132 120 - HardiePlanke 5/16 8 No. 11 gau12Sge. roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 102 90 - 132 116 - 40 98 127 60 93 - - 120 - - 0-15 100 91 - 129 117 - HardlePlank° 6/16 8.25 No. 11 gau12Sge, roofing nail Blind Nailed Through top edge of plank 2x4 24 20 100 88 - 129 114 - 40 98 - - 124 - - 60 91 - - 117 - - 0-15 94 85 - 121 110 HardlePlank® 6116 925 No. 11 12Sge, roofing nail Blind Nailed Through tap edge of plank 2x4 24 20 94 - - 121 107 - 40 90 116 - 60 85 - - 110 - - ESR• 2290 1 Most Kridely Accepted and Trusted Page 15 of 27 • TABLE 4-MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 IBCIIRC,20061BCIIRC (Basic Wind Speed, y�a,6,12) 20151BCIIRC and 20121BC (Ultimate Design Wind Speed, PRODUCT PRODUCT DIMENSION FASTENER H FASTENING METHOD FRAMs TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTOT B C D B C I D 0-15 93 - - 119 - - HardiePlanka 6/16 9.5 No. 11 1 gauge. roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 93 - - 119 - - 40 89 - - 115 - - 60 - - - - 0-15 170 170 166 219 219 214 HardiePlanka 5/16 5.25 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2x4 16 20 170 170 162 219 219 209 40 170 165 153 219 213 197 60 170 168 147 219 205 190 0-15 170 164 149 219 211 192 HanliePlank® 5116 625 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2x4 16 20 170 159 - 145 219 205 187 40 170 148 137 219 191 176 60 164 142 132 211 183 170 0-15 164 149 136 212 193 175 HardiePlanka 6/15 725 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 16 20 164 145 132 212 187 171 40 158 135 125 264 174 161 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 HardiePlanka 6/1e 7.5 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 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 HardiePlanka 5115 8 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanko 6/16 8.25 No. 11 guage, 1.75 inch long roofing Neil Blind Nat etl Through top edge of plank _ 2 x 4 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 HardiePlanka 5/16 925 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 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 HardiePlanka 6/16 9.5 No. 11 gi��,o1.95 roofing Nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanka 5/1s 5.25 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 164 145 132 212 187 171 40 158 135 125 204 147 161 60 149 1 129 120 193 1 167 1 155 ESR- 2290 1 Most VVY'delyAccepted and Trusted Page 16 of 27 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCl1RC, 200616CBRC (Basic Wind Speed, v-d3Al2) 20151BCIIRC and 20121BC (Ultimate Design wind speed, Vu5 ) PRODUCT PRODUCT DIMENSION N. FASTENER Type FASTENING METHOD' FRAME TYPE10 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-16 147 134 121 190 172 157 HardiePlanko 5/1s 6.25 No. 11 guage, 1.75 ilong roeofifi ng Nail Blind Nailed Through tap edge of plank 2x4 24 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 134 122 117 173 157 143 HardiePlank® 5116 7.25 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 134 118 108 173 153 140 40 129 110 102 166 142 131 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 HardlePlank® 5/15 75 No. 11 guage, 1,75inc r000fili ng Nail long Blind Nailed Through top edge of plank 2x4 24 20 132 116 106 170 150 137 40 126 108 100 163 139 129 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 HardiePlanke 5/16 8 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2x4 24 20 127 112 102 163 144 132 40 122 104 96 157 134 124 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 HardiePlanke 511. 8.25 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2x4 24 20 124 110 100 161 142 129 40 119 102 94 154 132 122 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 HardlePlank® 5/1° 9_P5 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 116 103 94 150 133 121 40 112 95 88 144 123 114 , 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 HardiePlanke 511° 9.5 No. 11 guage, 1.75 Inch long roofing Neil Blind Nailed Through top edge of plank 2x4 24 20 114 101 92 148 130 119 40 110 94 87 142 121 112 60 104 90 - 134 116 - No. 8 x 11/4 Min. No. 0-15 168 168 137 217 217 177 HardlePlanke 5/1° 4 In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal C 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 too 137 121 217 177 156 screws stud No. 8 x 1% Min. No. 0-16 168 168 137 217 217 177 HardiePlanke 5/1° 6 In. long x 0.375 in. HD ribbed wafedhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal C- 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 screws stud No. 8 x 11/4 Min. No. 0-15 168 158 142 217 204 183 HartilePlank® °/1e 61/4 In. long x HD ribbed wafedhead Screwed 20 ga. x 1.3 5x Metal G 16 20 168 158 131 217 204 169 40 168 147 126 217 190 163 60 158 137 121 204 177 156 screws stud ESR- 22901 Most Kidely Accepted and Trusted Page 17 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBC/IRC, 20061BC0RC (Basic Wind Speed, 1/�xNn) 2015 ISCARC and 20121BC (Ultimate Design Wind Speed, 1/m ' ) PRODUCT PRODUCT DIMENSION IN. FASTENER Typo FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (Fr.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C D B C D No. 8 x 11/4 Min. No. 0-15 168 152 126 217 196 163 HardlePlankm 5116 7 /? or 7/z In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 16 20 168 147 116 217 190 150 40 168 137 116 217 177 150 60 158 126 110 204 163 142 screws stud No. 8 x 1'4 Min. No. 0-15 168 147 116 217 190 150 HardiePlanke 5/16 8 In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal C- 16 20 168 137 116 217 177 150 40 158 126 105 2D4 163 136 60 147 121 105 190 156 136 scram stud No. 8 x 11/4 Min. No. 0-15 168 142 121 217 183 156 HardiePlanke 5116 8114 In. long x 0.375 in. HD dbbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal C. 16 20 168 137 116 217 177 150 40 158 126 110 204 163 142 60 147 116 105 190 160 136 screws stud No. 8 x 1'4 Min. No. 0-15 168 1 137 116 217 1 177 150 HardiePlank m s /16 9%or 1 91i In. long x 0.375 in. of ribbed waferhead Blind Screwed 20 ga. X 3.62-x 1 Metal Metal G 16 20 168 126 105 217 163 136 40 158 116 105 204 150 136 60 137 110 100 177 142 129 screws stud No. 8 x 1% Min. No. 0-15 160 137 116 207 177 150 HardiePlanko 6/16 4 In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 24 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 145 116 100 1 187 150 1 129 screws stud No. 8 x V4 Min. No. 0-15 160 137 116 207 177 150 HardiePlanke s/ s 6 in. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 24 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 14b 116 100 187 150 129 screws stud No. 8 x I % Min. No. 0-15 160 137 116 207 177 150 HardiePlanke 5116 6114 In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 24 20 160 131 105 207 169 136 40 154 121 105 199 156 136 60 145 116 100 187 150 129 screws stud No. 8 x 1'/4 Min. No. 0-15 160 126 105 207 163 136 HartliePlank® s !1s 7 7'/t or /z in. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 24 20 160 116 100 207 150 129 40 147 105 89 190 136 115 60 137 89 89 177 115 115 screws stud No. 8 x 1'/. Min. No. D-15 160 121 100 207 156 129 HanllePlank® 5/15 8 In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 24 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 131 100 89 169 129 115 spews stud No. 8 x 1'/4 Min. No. 0-15 160 121 100 207 156 129 HaNlePlank® 5/16 811. In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 24 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 126 100 89 163 129 115 spews stud ESR- 22901 Most Widely Accepted and Trusted Page 18 of 27 • TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 20151BC0RC and IBCIIRC, 2006 IBCBRC C (Basic Wind Speed, (Ultimate mate Design y�3A+u) Wind Speed, V.n ) STUD BUILDING EXPOSURE EXPOSURE PRODUCTTYPE4 FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY BCDB C D METHOD' TYPE" (IN.) (FT.) 791'1 No. 8 x 1'/4 Min. No. 0-15 158 116 95 204 160 123 in. long x 0.375 In. Blintl 20 ga, x® 3.62"x20 147 105 89 190 136 115 HardlePlankHD fibbed Screwed 1.375' 24 waferhead Metal F 40 131 95 85 169 123 110 60 121 89 85 156 115 110 scram stud 6d-2 Inch 0-15 141 128 116 182 165 150 long X 20 141 124 114 182 160 147 0.093 inch Blind Nailed HanllePlank° 5/1s 5.25 shank Through top 2x4 16 0222 inch edge of plank mod 40 135 116 107 174 150 138 head 60 128 111 103 165 143 133 diameter siding nail 6d-2Inch 0-15 126 114 104 163 147 134 long X 20 126 111 102 163 143 132 0.093 inch Blind Nailed HardlePlank° 5/1s 6.25 shank Through top 2x4 16 OM inch edge of plank WO°d 40 121 103 96 156 133 124 head 60 114 99 92 147 128 119 diameter siding nail 6d-2 inch 0-15 115 104 95 148 134 123 long X 20 115 102 93 148 132 120 0.093 inch Blind Nailed HardlePlank° 5/16 7.25 shank Through top 2x4 16 0.222 inch edge of plank WOOd 40 110 94 87 142 121 112 head 60 104 91 - 134 117 - diameter siding nail 6d-2 inch 0-15 113 102 93 146 132 120 long X 20 113 99 91 146 128 117 0.093 inch Blind Nailed HanliePlank° sirs 7,5 shank Through top 2x4 16 02U Inch edge of plank wood 40 108 93 85 139 120 110 head 60 102 89 - 132 115 - diameter sTdIna nail 6d-2 inch 0-15 109 99 90 141 128 116 long X 20 109 96 87 141 124 112 0.093 inch Blind Nailed HardiePlank° 6116 8 shank X Through top 2 x 4 16 0.222 inch edge of plank Wood 40 104 89 - 134 115 - head 60 99 85 - 128 110 - diameter siding nail 6d-2 inch 0-15 107 97 88 138 125 114 long X 20 107 94 66 138 121 111 0.093 inch Blind Nailed HardiePlank ® s /ts 8.25 shankX Through top 2x4 0.222 Inch edge of plank mod16 40 102 88 - 132 114 - head 60 97 - - 125 - - diameter siding nail 6d-2 inch 0-15 100 90 - 129 116 - long X 20 100 88 - 129 114 - 0.093 inch Blind Nailed HardiePlank° sI's 9.25 shank Through top 2x4 16 0.222 inch edge of plank mod 96 - - 124 - - head 60 90 - - 116 - - diameter sIdIna nail 6d-2 inch 0-15 98 89 - 127 115 - long X 20 98 87 - 127 112 - 0.093 Inch Blind Nailed HardiePlank° s/hs 9.5 Through top 2x4 16 0sshan Inch edge of plank mod 40 94 - - 121 - - head 60 89 - - 115 - - diameter siding nail ESR- 22901 Most Widely Accepted and Trusted Page 19 of 27 a ' TABLE 4--MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basic Wind Speed, sA1z) Vm 20151BCIIRC and 20121BC (Ultimate Design Wind Speed, yWio.a) PRODUCT PRODUCT DIMENSION N. FASTENER TYPE' FASTENING METHOD' FRAME TYpE'•5 STUD SPACING (IN.) BUILDING HEIGHT (Fr.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 6d-2 inch long X 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 HardlePlanko s/ 5 5 25 0.093 Inch shank X 0,M Inch head Blind Nailed Through top edge of plank 2 x 4 wood 24 40 110 94 87 142 121 112 60 1D4 91 - 134 117 - diameter siding nail 6d-2 inch long X 0-15 103 93 - 133 120 - 20 103 91 - 133 117 - HardiePlanko 5/1s 6.25 0.093 Inch shank 0222 inch head Blind Nailed Through top edge of plank 2x4 wood 24 40 99 - - 128 - - 60 93 - - 120 - - diameter siding nail 6d-2 inch long X G-15 94 B5 - 121 110 - 20 94 - - 121 - HardiePlanko 5/1e 725 0.093 inch shank GM Inch Blind Nailed Through top edge of plank 2x4 wood 24 - - 116 -headdiameter 85 - - 110 -sidin nail 6d-2 inch X E4090 92 - - 119 -long 92 - - 119 -HardiePlankos/s 7 fi 0.093 inch shank X inch head Blind Nailed Through top edge of plankwood 2x4 240.222 88 - - 114 - - 60 - - - - - - diameter siding nail 6d-2 inch long X D-15 89 - - 115 - - 20 89 - - 115 - - HartllePlank o s /rs 8 0.093 Inch shankX 0.222 inch head Blind Nailed Through top edge of plank 2x4 wood 24 40 85 - - 110 - - 60 - - - - - - diameter siding nail 6d-2 inch long X 0-15 87 - - 112 - - 20 87 - - 112 - - HardlePlank o s 115 8.25 0.093 inch shank 0.222 Inch head Blind Nailed Through top edge of plank 2x4 wood 24 40 - - - - - - 60 - - - - - - diameter siding nail 0-15 153 138 126 198 178 163 0.092' 20 153 135 123 198 174 159 HardlePlanW 5/1. s8.25 shank X 0.222' HD X 2.5'long face nailed through plank ovedap 2x4 WOod 16 40 146 125 116 188 161 150 galv. nail 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 0.092' 20 143 126 115 185 163 148 HardlePlankO 5/ls 9.25 shank X 0.222' HO X 2.5'long face nailed through plank overlap 2 x 4 wood 16 40 137 117 108 177 151 139 gals. nail 60 130 1 113 105 168 146 136 ESR- 22901 Most Widely Accepted and Trusted Page 20 of 27 • I TABLE 4—MAXIMUM BASIC WIND SPEED (mph)3(Con0nued) 20121RC, 2009 IBCIIRC,20061BCIIRC (Basic Wind Speed, V.ea12) 20151BCIIRC and C (Ultimate mate DDesign Wind Speed, Vw ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE' FASTENING METHOD FRAME TYPE1'e STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 141 128 116 182 165 10 0.092' 20 141 124 113 182 160 146 HardlePlank® 6116 9.5 shank 0222' HD X 2.5'long face na0ed thmugh plank overlap 2 x 4 wood 16 40 135 116 107 174 150 138 galy. nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092' 20 123 too 99 169 140 128 HardiePlank® 511e 12 shankX 0.222' HD X 2.5'long face nailed through plank overlap wood 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® 6 !,6 s825 shank box nail, 0.113' sha0260'rk XHDX face nailed through plank overlap 2x4 wood a 16 20 203 179 163 262 231 210 40 194 166 153 20 214 198 60 194 159 148 238 205 191 2.375'L 8d ring 0-15 166 151 137 214 195 1T7 HardiePlank6l 6 116 5825 shank box nail, o.113' shankX0.2 O'HDX face nailed through plank overlap 2x4 WO a 24 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 10 2.375' L 0-15 151 137 125 195 177 161 0.092' 20 151 133 122 195 172 10 HardlePlank® '/,e 58.25 shank X 0.222' HD X 2' long gals. face nailed thmugh plank overlap �We 16 40 145 124 115 187 160 148 nail 60 137 119 Ill 177 154 143 0-15 187 170 154 241 219 199 0.092' 20 187 165 151 241 213 195 HardiePlank® 5/16 58.25 shank X 0.222' HD X 2.5'long Face nailed through plank overlap ewe 16 40 180 154 142 232 199 193 galv. nail 60 170 147 137 219 190 177 Attached 0.15 207 188 171 267 243 221 No. 8 X 1- blind screw to 7/16' 20 207 183 167 267 236 216 5/8' long X through top wood 7116' WSP HardiePlank® 6116 5.25 0.375' HD ribbed wafer edge of plank at 12 in. on structural panel attached per code 40 199 170 157 257 219 203 head screw` center sheathin g only 60 188 163 162 243 210 196 Attached G-15 183 166 151 236 214 195 No. 8 X 1- blind screw to 7116' 20 183 161 147 236 208 190 5/8' long X though top woad 7116' WSP HardlePlank® 5/16 6.25 0.375 HD ribbed wafer edge of plank at 12 In. on structural panel attached per oode 40 176 150 139 227 194 179 head screw' center sheathin g only 60 166 144 1.34 214 186 173 Attached 0-15 165 150 136 213 194 176 No. 8 X 1- blind screw to 7116' 20 165 145 133 213 187 172 5/8'IongX through top wool 7/16'WSP HardlePlanlc® 5116 7.25 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 screw` center sheathin g only 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 176N No. 8 X 1- blind screw to 7/16' 20 150 133 121 194 1726/,68.25 5/8' long X through top wood 7/16' WSP 0.375' HD ribbed wafer screw' edge of plank at 12 in. on center sWctural panel sheathin g only attached per code 40 144 123 114 186 159head 60 136 118 110 176 152 „ ESR- 22901 Most Widely Accepted and Trusted Page 21 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mphf (Continued) 20121RC, 2009 20151BCIIRC and IBCIIRC, 20061BCIIRC 20121BC (Basic Wind Speed, (Ultimate Design V.a,nu) Wind Seed, Vw ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE' METHOD' TYPE'A THICIG WIDTH (IN.) (FT.) B I C D B C D Attached 0-15 139 126 114 179 163 147 No. 8 X 1- blind screw to 7/16' 20 139 122 112 179 158 145 5/8' long X through lop wood 7/16' WSP HardiePlank® sl,s 9.25 0.375' HD edge of plank structural attached 40 133 114 105 172 147 136 ribbed water at 12 in. on panel per code head screW center sheathin 60 126 109 101 163 141 130 g only 0.090' Attached D-15 145 132 120 187 170 155 shank X blind nail to 7/16' 0.216'HDX through top wood 7116' WSP 20 145 128 117 187 165 151 HardiePlankO 5/16 5825 1.5' long edge of plank structural attached Ongshank at 8 in. on panel per code 40 139 119 110 179 154 142 60 132 114 106 170 147 137 nails center shaathin g only 0.090' Attached 0-15 166 150 137 214 194 177 shank X blind nail to 7/16' 0.215'HDX through top wood 7116' WSP 20 166 146 133 214 188 172 HardlePlank® 6116 58.25 1.5' long edge of plank structural attached ring shank at 61n. on panel per code 40 159 136 125 205 176 161 center sheathin nail g only 1 1 60 150 130 121 194 168 156 0.091' Attached 0-15 100 91 - 129 117 - shank, Face Nailed to 7/16' wood 7/16' WSP 20 100 88 - 129 114 - HardiePlank ® s is r <9Is 0221' HD, 221-ng through the structural attached 40 96 - - 124 - - overlapata panelper code ring shank nail o.c. sheathin g only 60 91 - - 117 - - 0-15 184 167 152 238 216 196 0.092' 20 184 162 148 238 209 191 shank blind nail 2X4 Artisan® Lap sle 5.25 0225' HD X through top i wood 16 2.25' long edge of plank 40 177 151 140 229 195 181 gals. Nail 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.092' 20 135 119 108 174 154 139 shankX blind nail 2X4 Artisan® Lap s/s 7.25 0225' HD X through top > Wood' 16 2.25'long edge of plank 40 129 111 102 167 143 132 gals. Nail 60 122 108 98 158 137 127 0-15 117 106 96 151 137 124 0.092' 20 117 103 94 151 133 121 shank blind nail 2)(4 Ar6anQ Lap s/s 8.25 0.225' HD X through top T Wood 16 2.25' long edge of plank 40 112 96 88 145 124 114 galv. Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092, 20 132 116 106 170 150 137 shank blind nail ArOsarr® Lap s/s 5.25 0225' HD X through tap i wood' 24 225' long edge of plank 40 126 108 100 163 139 129 gals. nail 60 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.092' 20 99 87 - 128 112 - shank blind na0 2X4> ArBsarO Lap 5/1 7.25 0225' HD X through top Wood 24 225' long edge of plank 40 95 - - 123 - - galy. nail 60 90 - - 116 - - . 0-15 88 - - 114 - - 0.092' 20 88 - - 114 - - shank X blind nail b Artisan@ Lap sls 8.25 0225' HD X through top wood 24 225' long edge of plank 46 - - - - - - galy. nail 60 1 1, .ESR- 2290 [Most Widely Accepted and Trusted Page 22 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)s(Continued) 20121RC, 2009 20151BCIIRC and IBCBRC,20061BClIRC 2012IS (Ultimate Design (Basic Wind Speed, V.w.rs) Wind Seed, V� ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION FASTENER FASTENING FRAM" SPACING HEIGHT CATEGORY CATEGORY METHOD' TYPE' THICK. WIDTH DT (IN.) (FT.) B C D B C D Min. No. D-15 181 164 149 234 212 192 No. BX 1- 20 go.x 5/.3 long X blind screw 20 181 159 146 234 205 188 Artisans. Lap % 525 0.323' HD though top ;"375; 16 ribbed bugle edge of plank Metal C- 40 174 148 137 225 191 177 head screw stud 60 164 142 132 212 183 170 Min. No. 0-15 157 142 129 203 183 167 No. 8 X 1- 20 go. x 5/8' Icng X blind screw 20 157 138 126 203 178 163 Artisan® Lap '!e 7.25 0.323' HD through top 1,375x 16 - ribbed bugle edge of plank Metal C- 40 150 128 119 194 165 154 head screw stud 60 142 123 114 183 159 147 Min. No. 0-15 149 135 123 192 174 159 No. 8X 1- 20 gx a. 5/8' long X blind screw 20 149 131 120 192 169 155 Artlsan® Lap 'Is 825 0.323' HD through top 1.375x 16 ribbed bugle edge of plank Metal C- etas o 40 143 122 113 185 158 146 head screw 60 135 117 109 174 151 141 Min. No. 0-15 180 163 148 232 210 191 No. BX 1- 20 ga.x 5/8' long X blind screw 3.62'1.375'k 20 180 158 145 232 204 187 Artisarr@ Lap s/e 525 0.323' HD through top 24 ribbed bugle edge of plank Metal C- 40 172 147 136 222 190 176 head screw stud 60 163 141 131 210 182 169 Min. No. D-15 144 130 118 186 168 152 No. 8X 1- 20 ga.x 5/8' long X blind screw 20 144 127 116 186 164 150 Artisan® Lap '/e 7.25 0.323' HD through top 1.375" 24 ribbed bugle edge of plank Metal 6 40 138 118 109 178 152 141 head screw stud 60 130 113 105 168 146 136 Min. No. 0-15 132 119 108 170 154 139 No. 8X 1- 20 gx a. 5/8' long X blind screw 20 132 116 106 170 150 137 Artisan® Lap s/e 8.25 0.323' HD through top 1.375' 24 ribbed bugle edge of plank Metai 6 40 126 108 100 163 139 129 head screw stud 60 119 1D4 96 154 134 124 For SI: 1 Inch = 25A 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. 3Wind speed design assumptions per Section 30.4, Method 2, of ASCE 7-10:1 =1.0, Kzt = 1, Kd = 0.85, GCq = 0.18, GCo = -1 A. °ET&F pin fasteners have knuded shanks. 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16' WSP sheathing by at least Y..' for nails or 3 full threads for screws. °Values are for species of wood having a specific gravity of 0.50 or greater. 7Vslues are for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy = 33 ksL nominal design wind speed. 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 = -IA. 122015 and 20121BC Section 1609.3.1, Eqn. 16-33, V„k=V,e-40.6 ESR- 2290 ]Most Widely Accepted and Trusted Page 23 of 27 TABLE 5-(Vm 100 MPH; Vua 129 MPH)s ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'A 5 Building 56'/24nch wide 7'/4- & 7'/2-Inch wide 8- & 04-inch wide 9'/4- & 9'/2-inch wide Height (feet) 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 = 25A mm, 1 foot = 305 mm, 1 mph = 0.44 Ms. 'HardlePlanke 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 =1254n. long), Max System block Nail (CP-C 832 W7-CC,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 =125 in.), or Jaam Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length =125 In.). 'Artisan Lap Siding fasteners must be ETV 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.&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 Jaam Nail Pro (NP145S head diameter = 0.30 in., shank diameter= 0.145 in., length =1.5 in.).2 Maximum nominal design wind speed (V„e) shall be 100 mph. Maximum ultimate design wind speed (V,e) shall be 129 mph. 4Interpolation of sparing to address building height and other plank widths Is permitted. sThe lap conceals the fasteners of the previous mum (Blind Nailed). TABLE 6-(V®a 110 MPH; Vua 142 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL"2A5 Building <6'/2-inch wide 7'4- & 7'/2-Inch wide 8- & 81/ -inch wide 9'/4- & 9'/2-Lnch wide Height (feet) 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 1 21 16 14 19 14 12 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlanke 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 dlameter. = 0.144 in., length =1.254n. 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 SurePln 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 = 1.54n. 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 Nall Pro (NP145S head diameter = 0.30 in., shank diameter= 0.145 in., length =1.5 in.). 3Maximum nominal design wind speed (V„a) shall be 110 mph Maximum ultimate design wind speed (V„ a shall be 142 mph. 4Interpolation to address building height and other plank widths is permitted. sThe lap conceals the fasteners of the previous mum (Blind Nailed). TABLE 7­(V® 120 MPH; Vua 155 MPH)2 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL"A Building 502-inch wide 7'/a- & 7'/2-Inch wide 8- & Ovinch wide 9'/4- & 9'/2-inch wide Height (feet) Exposure Exposure Exposure Exposure 8 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 Ms. 'HardiePlanke 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 =1.254n. 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 Jaam Nall Pro (NP145S head diameter = 0.30 In., shank diameter= 0.145 in., length =126 in.). Wllsan Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Neil (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.54n. tong), Max System block Nail (CP-C 838 W74CC, 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 Nan Pro (Not45S head diameter = 0.30 In., shank diameter = 0.145 in., length =1.5 In.). 2Maximum nominal design wind speed (V�) shall be 120 mph. Maximum ultimate design wind speed (V„N shall be 155 mph. 41nterpolation to address building height and other plank widths is permitted. sThe lap conceals the fasteners of the previous course (Blind Nailed). & � - gSR- 22901 Most Widely Accepted and Trusted Page 24 of 27 TABLE 8- (Vm 130 MPH; Vwk 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALLI A4's Building <6 /,-inch wide 7 4- & 7 /,-inch wide 8-& 8 -Inch wide 9 ls- & 9 /,-Inch wide Height feet Exposure Exposure Exposure Exposure 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 = 25A mm, 1 foot = 305 mm, 1 mph = OA4 Ms. 'HanllePlanke 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 W74CC, 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 =125 in.). 'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (Er & 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 W74CC, 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 Nell Pro (NP145S head diameter= 0.30 in., shanty diameter = 0.145 in., length =1.5 in.). 3Mxxmmum nominal design wind speed shall be 130 mph. Max;mum ultimate design wind speed (Vv) shall be 168 mph. 4Interpolation to address building height and other plank widths is permitted. srhe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 9-(Vm 140 MPH; V,m 181 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'r'As Building 56'/,4nch wide 7'1v & 7'/,-Inch wide 8- & 0,fnch wide 9'1s- & 9'12-inch wide Height (feet) Exposure 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 = 25A mm, 1 foot = 305 mm, 1 mph = 0.44 Ms. 'HardlePlanke Lap Siding fasteners must be Er&F Fastening Systems, Inc. ET&F black Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length =1.254n. long), 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 = 125 in.), or Jaaco Nail Pro (NP145S head tliameter= 0.30 In., shank diameter = 0.145 in., length =1.25 In.). Wdsane Lap Siding fasteners must be ET&F Fastening Systems, Ina ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.54n. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 In., shank diameter. = 0.145 in., length =1.5 in.), Aemsmith 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 = 1.51n.).3Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (V„ a shall be 181 mph. 'Interpolation to address building height and other plank widths is permitted. sthe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10--(V®e 150 MPH; V4a 194 MPH)s ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL"2AS Building :502-Inch wide 7'/c&7'/,-inch wide 8-&8'/a-inch wide 9'/4-&9'/24nch wide Height (feet) 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 51: 1 Inch = 25A mm,1 fact = 305 mm, 1 mph = 0.44 Ms. 'HardiePlanke 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 =1.25Jn. 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 =125 in.). 'Artisan Lap Siding fasteners must be ET&F Fastening Systems, Ina ET&F block Nall (ET & F No. ASM-144-150, head diameter. = 0.30 In., shank diameter. = 0.144 in., length =1.5an, long), Max System block Nall (CP-C 838 W74CC, 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,m) shall be 194 mph. 41nterpolagon to address building height and other plank widths is permitted. 6The lap conceals the fasteners of the previous course (Blind Nailed). w r . ESR- 2290 [Most lMdely Accepted and Tnisted Page 25 of 27 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLETM (NEW HARDIESHINGLE161) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091BCRRC, 2006 20151BCRRC and 2012 ISC IBCRRC (Ultimata Design Wind Speed. (Basic Wind Speed, Vaa+xs ) V„ rr') Weather Exposure and Haight of Exposure Category ure Cate a C B C Sheathing Type Siding Fastener Type Fastener Location BuildingB (fee8 inch exposure 0-15 126 110 163 142 20 126 106 163 136 2 mafing nails 9 Inches from 4D 126 95 163 123 butt edge 60 126 89 163 175 71nch exposure 0-15 126 126 163 163 20 126 121 163 156 +s Min. 0.121 in. shank 2 mafing nails B Inches from 40 126 110 163 142 Minimum <n inrllthick 0.371 in. HD x 1,14 in. long butt edge 60 126 125 163 163 pywaod co with DOC cprosianreaillani reNmg 0.15 728 126 163 183 S "5 PS 1-05 Nail 6 inch exposure 20 126 126 163 163 2 ranting nails 7lnches from 40 126 12t 183 158 butt edge 60 126 116 163 159 5 inchexposum 0.75I 126 26 1 163 10 20 126 128 163 763 2 roofing nails B Inches from 40 126 121 1W 156 butt edge 60 126 1 116 1 163 1 150 For S1:1 foot= 305 mm, 7 inch = 25.4 mm, 1 mph = OA4 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, cl ASCE7-O& I =1.0, Kzt =1. Kd = 0.85. GCpi = 0.18. GCp =-IA. 2V� = nominal design wind speed. rV = ultimate design Wind speed. Wind speed design assumptions per Section 30A, of ASCE 7-10: Kn=1. Kd = 0.85. GCpi = 0.18. GCp =-1.4. 52015 and 20121BC Section 1609.3.1, Eqn. 1633, V„y = Vyr 0.6 TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLETM (NEW HARDIESHINGLE-) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091BCIIRC, 2006 IBCRRC (Basic Wind Speed, V_, as) 20151BCIIRC and 2012 BBC (Ultimate Design Wind Speed, Vwxh Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Building csure o Emissions Category B C B C r Minimum I+e Inch thick OSB sheathing complying with DOG -PS 2-95 Min. 0.091 in. shank x + corn io re x 1 /z in. long corrosion Nail resistant siding Ned B Inch exposure 2 siding nails 9 Inches from butt edge 0-15 126 89 163 115 20 128 89 163 715 40 105 85 136 710 60 100 129 7 inch exposure 2 siding nails 8 inches from butt edge 6inch exposure 2 siding nails 7 inches from butt edge 0-15 126 105 163 136 20 126 10D 763 129 40 121 95 156 123 60 0.15 116 126 69 116 150 163 115 150 20 128 710 163 142 401 126 105 163 136 60 126 95 163 123 5 inch exposure 2sding nails 6 inches from butt ad 0-15 126 A 163 150 20 126 110 163 142 40 126 105 163 136 60 126 1 95 163 in For SI: 1 foot= 305 mm. 1 inch= 25A mm,1 mph = 0.44 mm. +Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1=1.0, Kzt=1, Kd = 0.85, GCpi = D.18, GCp =-1.4. rim — nominal design wind speed. sii== ultimate design Wind speed. Wmd speed design assumptions per Section 30A. of ASCE 7-10: KA=1. Kd = OAS, GCpi = 0.18, GCp =AA. 52015 and 2012 IBC Section 1609.3.1. Eqn. 1633, V, = V,n 0.6 TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLEra (NEW HARDIESHINGLE-) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091BCRRC, 2006 IBCRRC (Basic Wind Speed, V..s+x's) 20151BCRRC and 2012 IBC (Ultimate Desl99,n, �Wind Speed. V,=-^) Sheathing Type Shting Fastener Typo Weather Exposure and Fastener Location Height o/ Buildding sum Cate o Exposure Cato 0 B C B C r Minimum /+e inch Wok OSB sheathing complying with DO0PS 2.95 Min. 0.091 In. shankx + 0.221 In. HD x l lr in. long corrosion resistant siding Nail 8 inch exposure, 3 nails for shingles greater than 8 in. wide, 2 wits for shingles B In. wide and nm r, 9Inches from ddp edge mwe 0-15 116 116 1S0 1S0 20 110 110 142 142 40 10 0 too 129 129 60 95 123 123 7 inch exposure 3nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and nappvirer, B Inches tram drip edge 0-15 126 126 163 163 20 121 121 156 156 4D 110 110 142 142 60 105 105 136 136 6inch exposure 3 nails for shingles greater than 81n. Wide, 2 nails for shingles 8 in. wide and nanw.er, 7 Inchesfmm drip edge 0.15 126 128 163 763 20 126 126 163 163 40 126 126 163 163 60 121 121 1 156 156 S Inch exposure 3 nails for shingles greaterihan 8 in. Wide, 2 nails for shingles 8 in. wide and nammver, 6 Inches tram tldp edge 0-15 12B 126 163 163 20 126 126 163 163 40 126 126 163 163 60 121 121 1 155 156 For SI:1 foot =3D5 rem, 1 Inch= 25A rem,1 mph = OA4 Ms. '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 =-1A. 2Vas = nominal design wind speed. 2Vur= ultimea design wind speed. Wind speed design eswmptions per Sectlar 30A, of ASCE 7-10: Kzt=1. Kd = 0.85. GCpi = 0.18, GCp =-1 A. s2015 and 2012IBC Section 1609.3.1, Egn.1633, V„a = Vyr 0.6 •r r ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2018 This report is subject to renewal March 2020. 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.lameshardie.com i nfoOlameshardie:com EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLO PANELS, HARDIEPLANK' LAP SIDING, ARTISAN® 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, HARDIEPLANKm LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLEe) INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Code® (CBC) ■ 2016 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLETM' (NEW HARDIESHINGLE�) PANELS, HARDIEPLANK- LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLEO) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2016 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17, and 17A, 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 2015 International Building Code (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLETM' (NEW HARDIESHINGLO) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM" (NEW HARDIESHINGLO) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015International Residential Code® (IRC) provisions noted in the master report. ICC-ESEvaluadon Reports mews to be construed m representing aesthetics or any other attributes notspecifically addressed, wr are they to be construed man endorsement of the subject of the report or a reeommendationfor its use Thereis=wwmnry byrCCEvaluadon Service, rdC, express or implied,as i,Co to anyfinding or other muffin this report oras to mry productcovered by the report. Copyright ® 2018 ICC Evaluatlon Service, L.L.C. All rights reserved. Page 26 of 27 W,. ESR•2290 I Most Widely Accepted and Trusted Page 27 of 27 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 2015 International Residential Code (IRC) provisions of the master 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 International WiIdland-Urban Interface Code". This supplement expires concurrently with the master report, reissued March 2018. 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 SCANNED BY REPORT HOLDER: St. Lucie County JAMES HARDIE BUILDING PRODUCTS INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES ICC -ICC��) ICC (P34'4) C� PMG �� LISTED Look for the trusted marks of Conformityl "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other athibutes not °C specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a l recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ISMEC 17M to any finding or other matter in this report, or as to any product covered by the report. � 5� • cw Copyright 0 2018 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-2290 www.jec-es.org 1 (800) 423-6587 1 (562) 699-0543 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800)942-7343 www.mameshardia.com i nfoDuameshardie.com EVALUATION SUBJECT: HARDIESHINGLEw (NEW HARDIESHINGLE) PANELS, HARDIEPLANKm LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLEw (NEW HARDIESHINGLE") INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Codee (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)" iThe ADIBC Is based on the 2009 IBC. 2009 IBC code sections referenced In this report ate the same sections in the ADIBC. Properties evaluated: ■ Weather protection ■ Structural ■ Types 1,11, 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 SlandardTM (ICC 70D-2012 and ICC 700-2008) Attributes verified: See Section 3.1 Reissued March 2018 This report is subject to renewal March 2020. A Subsidiary of the International Code Council 2.0 USES James Hardie fiber -cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. The products comply with IBC Sections 1404.10 and IRC Section R703.10. The products may be used on exterior walls required to be of Type I, 11, 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 HardieShingleT11 (New HardieShingle') panels, Harc iePlank' (Cemplank®, Prevail""and RFCP) lap siding, Artisan® Lap Siding, and HardieShingle' (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 C177. 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: HardieShingleTM (New HardieShinglee) panels, HardiePlankT"t (Cemplanke, PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle" (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. HardieShingleTM panels are offered in three configurations: half -round, staggered -edge, and square -edge. New HardieShingle® individual shingles are offered in two configurations: staggered -edge and square -edge. 1CGESEv&uation Reports are not to be consWed as representing aesthetics or any odierauributes norspedfim!(y addressed nor are they to be construed as an endomementofthembject of the report ore rmommendodonfor its are.7h® is no warranty by1CCEvah=Yon Service, LLC, express orimphed as to anyfinding or other mauaia ddsreport or as to arty productroveredby the report. Copyright © 20181CC Evaluation Service, I.I.C. All rights reserved. Page 1 of 27 ESR- 22901 Most Widely Accepted and Trusted Page 2 of 27 3.3 Fasteners: Fastener type, size, spacing and installation method must be as shown in the tables of this report. Fasteners must be made from corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM (New HardieShinglee) panels, HardiePiank11° (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 2015 and 2012 IBC Section 1405.16; 2015 and 2012 IRC Section R703.10; 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC Section R703.10, as applicable. 4.2.2 Hardie5hingleTM (New HardieShingleo) 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'/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 Mashing and occur over solid blocking or wood structural panel sheathing. 4.2.3 HardtePlankTM (Cemplank®, Prevailn", and RFC1) 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 "oft -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 comers must be installed and the siding must be finished in accordance with the manufacturers application instructions. A'/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 comers; 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 he 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 comers must be installed and the siding must be finished in accordance with the manufacturers application instructions. A'/B-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 HardteShinglee) 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 1'/4-inch-wide-by-'/4-inch-thick starter strip and a minimum 8'/4-inch-wide (210 mm) HanliePlankT4 (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 inch (6.4 mm) apart, leaving a minimum side lap of 02 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of e/4 inch (19 mm) and a maximum of 1 inch ESR- 22901 Most IMdelyAccepted and Trusted Page 3 of 27 1 (25.4 mm) from shingle edifies and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 1 /4 inches by the succeeding The HardieShinglew (New HardieShingle5) panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlankTM (Cemplanke, PrevrailTM, and RFCs) lap third nail (see Table 14) must be installed mid -span of the siding, Artisan® Lap Siding, and HardieShingle' (New shingle. Nails must secure shingles but must not be HardieShingles) individual shingles described in this report over -driven. Trim and comers must be installed and the comply with, or are suitable alternatives to what is shingles must be finished in accordance with the manufacturer's application instructions. A '/84nch (3.2 mm) specified it those codes listed in Section 1.0 of this report, gap must be left at locations where the shingle butts subject toe following conditions: against door and window trim and at internal or external 5.1 James Hardie® Building Products, Inc, products listed comers; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, then caulked. Horizontal joints must be report and the manufacturers published installation flashed with Z-flashing. instructions. In the event of a conflict between this 4.3 Fireresistance-rated Wall Assembly (HardlsPlankTM 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/rinch-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 1'/4-inch-long (44 mm) cup -head gypsum wallboard nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/s-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 '/27inch4hick (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) HardiePlank^ (Cemplank®, Prevail"" and RFC lap siding lapped a minimum of 1'/4 inches (32 mm). The '/2-inch4hick (12.7 mm), Type X, water-resistant core treated gypsum sheathing must be applied vertically to the exterior side of the flaming 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 '/2-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/le-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, Prevail"", and RFC®) lap siding must be applied over the '/2-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing by attaching 1'/rinch-wide (38 mm) HardiePiankTM (Cemplank®, Prevail"", and RFC1) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM (Cemplank0, Prevail TM, and RFC®) lap siding applied horizontally with a minimum nominally 1 /44nch 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-2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 F,, which must not exceed 0.78 F, at a slenderness ratio /•(d of 33. report and the manufacturer's instructions, this report governs. 5.2 HardieShingleTM (New HardieShingle®) panels, HardiePlankm SCemplank®, Prevail"" and RFC®) lap siding, Artisan Lap Siding, and HardieShingleTM (New HardieShingleP) 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. 5A 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 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, 11, 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. 5.6 The products are manufactured at the following locations, with quality control inspections by ICC-ES: • Cleburne, Texas • Peru, Illinois • Plant City, Flodda • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California • Summerville, South Carolina 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteda for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (editorially revised September 2015). 7.0 IDENTIFICATION Pallets of the JamesHardie® Building Products, Inc., HardieShingle' (New HardieShingleo) panels, HardiePlankTM (Cemplank®, Prevail"" and RF61) lap siding, Artisan® Lap Siding, and HardieShingle1° (New HardieShinglee) 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). ESR- 22901 Most Widely Accepted and Trusted Page 4 of 27 1 TABLE 1—STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HanliePlanke lap siding 4, 5'I(, 6, 6'/4. 7'/4, 7'/2. 8, 12, 14 feet 5116 8 /4, 9 /4. 9 !2 & 12 ArBsae lap siding, 51/4. 714,8'/a 12, 14 feet 5/8 Cemplanke lap siding 5'!4. 6. 6'/4, 7'4, 7'/2. B. 12, 14 feet s/ts 8/m 9l2&12 Prevail"' lap siding 5'/4. 6, 6'!m 7'/4, 7'/z, B, 12.14 feet 5/16 8/4.9/2&12 RFC® lap siding 8/4, 7'!2. 8'/4, 9/2 & 12 12, 14 feet '/16 New HardteShingle 5-inch exposure 46 14 inches 1 /4 (square & staggered edge) New HardieShinglee 7-inch exposure 48 1 15 /4, 15 /a inches 1 /4 (square & staggered edge) HardieShingleTM panel 48 16 Inches 1 /4 (square & staggered edge) HardieShingle1' panel 46 16, 19 inches 1/4 (half round) New HardieShingle individual 31/2 4'/2 5'12 7 85/a 14 inches 1/4 shingles 5-inch exposure New HardieShinglee individual 1 4s /1e. 51 /z. b'2l4. 7 /4. 10, 1 15 !4 inches /a shingles 74nch exposure HardieShingleTM individual shingles 6, 8, & 12 18 inches For SI: 1 inch = 25A mm, 1 ft = 305 mm. TABLE 2—"K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUALTHERMAL ACTUALTHERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE' RESISTANCE' (INCH) Ks = (BTU1HR-ff2 F)fINCH R = 7/KE F (KUF) (R) % 1.95 0.51 7.80 0.13 5/18 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm.1 BW/h-ft2-°F = 5.678 Whn2-K 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR-2290 1 Most Widely Accepted and Trusted Page 5 of 27 , TABLE 3—MAXIMUM BASIC WIND SPEED (3second gust) (mph) 20121RC, 2009 20151BC8RC and IBCBRC, 2006 20121BC IBCBRC (Ultimate Design (Basic Wind Wind Seed, Speed, Vm°") Vas') EXPOSURE EXPOSURE CATEGORY CATEGORY THICK FASTENER FASTENER FRAME STUD BLDG. PRODUCT (IN.) TYPE SPACING TYPE , SPACING HEIGHT (IN.) (IN.) (Fr.) B C D B C D 0.083' Attached 0-15 126 85 - 163 110 - HardieShingle- shank to7/,s 7116' WSP (New �/° �O.,BT HD 13.75 wood attached la 20 121 85 - 156 110 - 40 105 85 136 110 - Hel hang structural framing per (straight Panel (straight or halt or h ring do shank Panel code - round Installation) nails sheathing only 60 95 - 123 0.083' Attached 0-15 105 85 - 136 110 - HardleShingle'v (New shank µ, o'Q 7/16' WSP 20 10.5 _ _ 136 - - HardieShingle®) , /° "0.187' HD , 13.75 structural attached to 95 _ _ 123 _ _ Panel (staggered x 1 /i long framinpanelg per installation) doshank sheathing code 60 85 - _ 110 - - nails40 only 0.090' Attached 0-15 158 143 130 204 185 168 HardieShingle- shank to 113 wood 7/16' WSP 20 158 139 127 2D4 179 164 (New , /` "0*:' B structuralneeframing attached to 40 152 130 120 196 168 155 HardiPahingle�) long long panel per Panel dng shank ring sheathing code 60 143 124 115 185 160 148 nails only 0.090' Attached D-15 172 156 142 222 201 183 HardieShingle- shank to /16 wood 7/16' WSP 20 172 151 138 222 195 178 (New , /s .0215'HD 6 structural atachedto 40 165 141 130 213 182 168 HardieShingle®) x 1'12 long panel framing per Panel ring shank sheathing code nail only 60 156 135 126 201 174 163 Nominal 0-15 168 137L11 217 177 150 0.083' 2x4'or 20 168 137 217 177 150 HardiaShingle- shank Min. No. (New , /° "0.187' HD at each 20 ga. xHardieShingle®) 16 x *2 long stud, 3.62' x 40 168 126 217 163 136 Panel dng shank 1.376' 60 158 116 204 150 136 nail'Metal Cstud Nominal 0-15 147 105 190 136 110 0.087' 2x4'or 20 137 100 177 129 110 HanfieShingle- shank Min. No. (New , /` "0.187' HD at each 20 ga. x 24 HardieShingle®) x1'12long stud 3.62'x 40 126 95 - 163 123 - Panel ring shank 1.375' nail' Metal 60 116 89 - 150 115 - Cstud For SI: 1 foot = 305 mm,1 Inch = 25.4 mm,1 mph — 0.44 Ms. '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=1.5In. Metal studs must be maximum Fy = 33 ksl. 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 = 125 in.), Max System block nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.15 In., length =1.3 in.), Aemsmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144In., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 In., shank diameter= 0.145 In., length =1.25In.) applied at the equivalent fastener or stud spacing. 4Wmd speed design assumptions per Section 6.5, Method 2, of ASCE 7-05:1=1.0, Kn=1, Ks= 0.85. GCy= 0.1B., GCp--I A. 6For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. sVm = nominal design wind speed. 7V,4, = ultimate design wind speed. °Wind speed design assumptions per Section 30.4, of ASCE 7-10: Krt =1, Kd = 0.85, GCpI = 0.18, GCp =-1 A. 92015 and 20121SC Section 1609.3.1, Eqn. 16-33, V.m V,c 40R ESR- 22901 Most IdelyAccepted and Trusted Page 6 of 27 ' TABLE 4-MAXIMUM BASIC WIND SPEED (Mph) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basic wind Speed, Y.2Rra ) 2015 IBCIIRC and 20121BC Wind Design ( Speed, wind rS Y�x ) PRODUCT EXPOSURE EXPOSURE PRODUCT DIMENSION N.) FASTENER TYPE' FASTENING METHOD' FRAME 7ypE'A STUD SPACING (IN.) BUILDING HEIGHT (FT.) CATEGORY CATEGORY THICIG WIDTH B C D B C D Min. No. D-15 108 168 147 217 217 190 HardiePlank® '/rs 4 ET&F pin 0.100'"1S' x 025" HD Face Nailed 20 gx a. 3.62' 1.375 Metal 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Gstud Min. No. 0.15 168 168 147 217 217 190 HardiePlank® s/rs 6 ET&F pin 0.100W'1.5' x 0.25' HD Few Nailed 20 ga. x 3.62 " 1.376' Metal 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 C-stud Min. No. 0.15 168 168 147 217 217 190 HardlePlanke 6/15 6'4 ET&F pin 0.100" 1.5' x( HD Few Nailed 20 ga. x 3.62' " 1.375" Metal 16 20 168 168 137 217 217 177 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Gstud Min. No. 0-15 166 158 126 217 204 163 HardiePlank ® s /�s 74or , 7 /' .100 pin 0.102 ' 1.5' x 025' HD Face Nailed 20 go. x 3.62'" Metaal 18 20 188 147 126 217 190 163 40 168 137 121 217 177 156 60 168 126 116 217 163 150 Gstud Min. No. 0.15 168 147 126 217 190 163 HardlePlank® s/re 8 ET&F pin 0.100' .1.6' x0.25'HD Face Nailed 20 ga. x 3.62" " MeI 16 20 168 147 126 217 190 163 40 168 137 116 217 177 150 60 168 126 105 217 163 136 Gstud Min. No. 0.15 168 147 126 217 190 163 HardiePlank® '/15 8`4 ET&F pin 0.100°'1.5- x 0.25' HD Face Nailed 20 ga. x 3.82'" 1.375" Metal 16 20 168 147 116 217 190 150 40 168 131 116 217 169 150 60 158 126 105 204 Gstud Min. No. 0.15 168 137 116 217 HardiePlanke 5/16 9 /aor 9 /y ET&F pin 0.100" " 1.5' x 0.25' HD Few NO ad 20 go. x 3.62' " MCI 16 20 168 137 116 217 40 158 126 105 204 J163136 60 116 105 190 Cstud Min. No. 0.15 131 119 187 HardiePlank® 6/1. 12 ET&F pin 0.100-1.5' Few Nailed 20 ga. x 3'62' Mil 16x02SHD 20 127 116 187 164 150 40 r147 119 110 179 154 142 60 114 106 169 147 137 Gstud Min. No. 0.15 137 116 207 177 150 HardiePlanke 5/rs 4 ET&F pin 0.100' " 1.5' x 025' H6 Face Nailed 20 ga. x 3.62' " 1.375"e 24 26 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 116 100 187 150 1 129 C"stud Min. No. 0.15 160 137 116 207 177 150 HardiePlank® 5/rs 6 ET&F pin 0.100" 1.5' x 025' HD Face Nailed 20 ga. x 3'62• 1.375" Metal 24 20 160 137 116 207 177 150 40 154 121 105 199 155 136 60 145 116 100 187 150 129 Gstud ESR- 2290 I Most wdelyAccepted and Trusted Page 7 of 27 1 TABLE 4—MAXIMUM BASIC WIND SPEED (mphf (Continued) 2012 IRC, 2009 IBCIIRC, 20081BCARC (Basle Wind Speed, V..2Al2) 20151BCIIRC and 20121BC (Ultimata Design Wind Speed, V. ) PRODUCT PRODUCT DIMENSION N. FASTENER TYPE' FASTENING METHOD' FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C D B C D Min. No. 0-15 160 137 116 207 177 150 HardiePlanke 5/16 6% ETBF pin 0.100" 1.5' x 025' HD Face Nailed 20 ga. x 3.62' " 1'375' Metal 24 20 160 126 110 207 163 142 40 147 121 105 190 156 136 60 137 116 95 177 150 123 Galud Min. No. 0-15 160 116 100 207 150 129 HardiePlanke s/+n + 7lt or 7 /p ET&F pin 0.100" 1.5' x 0.25" HO Face Nailed 20 ga. x 3.62* Memel 24 20 158 116 95 204 150 123 40 137 105 89 177 136 116 60 126 95 89 163 123 116 C-stud Mtn. No. 0-15 160 116 95 207 150 123 Hardiei'lanke 6/16 8 ET&F pin 0.100'"1.5' x 0.25' HD Face Nailed 20 ga. x 3.62' 1.376' Metal 24 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 85 163 123 110 Cstud MN. No. 0-15 158 116 95 204 150 123 HardiePlanke 6/18 814 ET&F pin 0.100"1.5' x D25' HD Face Na0ed 20 ga. x 3.62" 1.375' Metal 24 20 158 105 95 204 136 123 40 137 100 85 177 129 110 60 126 95 85 163 123 110 C-slud Min. No. 0-15 147 105 85 190 136 110 HardlePlanke s /16 + 9/4 or + 9 !z ET&20 .100 1. x 0.2 ' HD x 025' HD Face Naled ga. x 3.82" Meat 24 20 147 106 85 190 138 110 40 126 95 85 163 123 110 60 126 95 - 163 123 - Cslud Min. No. 0-15 106 98 87 137 124 112 HardiePlanke 6116 12 !TT&F pin 0.100'"1.6' x 0.25' HD Face Nailed 20 ga. x 3.62' 1.375' Metal 24 20 106 93 85 137 120 110 40 102 87 - 132 112 - 60 96 - - 124 - - C-stud 0-15 158 126 105 204 163 136 HardlePlanke 6/16 4 ET&F pin 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' " 1.376' 16 20 158 121 100 204 166 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0.15 158 126 105 204 163 136 HanllePlanko 5116 6 ET&F pin 0.100'"1.5' x 0.313' HD Blnd Nailed Min. No. 20 ga. x 3.62' 1.375" 16 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0.15 168 116 100 217 150 129 HardlePlanke 6/16 6% ET&F pin 0.100" 1.5' x 0.313' HD Blind Nailed MN. No. 20 ga. x 3.62' 1.375' 16 20 168 116 95 204 150 123 40 137 105 89 177 136 115 60 126 100 85 163 129 110 0-15 147 105 85 190 136 110 0 HardlePlank 5 /+s 1 7 la or 71/z ETBF pin x 0.313' HD Blind Nailed3 Min. No. 20 ga. x BY' 1.375' 16 20 137 100 85 177 129 110 40 121 89 - 156 115 - 60 110 85 ESR- 2290 1 Most Widely Accepted and Trusted Page 8 of 27 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)a(Continued) 2012 IRC, 2009 ISCIIRC, 20061BC8RC (Basle Wind Speed. Vn4 ) 20151BCIIRC and 20121BC ltimate Design (UWlnd Speed, V.n ") PRODUCT PRODUCT DIMENSION N. FASTENER TYETHOD' PE^ FASTENING M FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK WIDTH B C D B C D D-15 137 95 85 177 123 110 HardiePlanke 5116 8 ET&F pin 0.100' . 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62 1.375' 16 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 65 - 136 110 - 0-15 137 95 - 177 123 - HardiePlanke 5116 8114 ET&F pin 0.100' .1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62 1.375' 16 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 - - 136 - - 0-15 168 110 95 204 142 123 HardiePlanke 5116 4 ET&F pin 0.100' .1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' 1.375' 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 HardiePlenke 6/re 6 ET&F pin 0.100' " 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62' 1.375' 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 HardiePlanke 6I15 61/4 ET&F pin 0.100"1.5' x 0.313' HD Blind Nailed Min. No. 20 ga.x 3.62 1.375' 24 20 137 100 85 177 129 110 40 126 95 - 163 123 - 60 105 89 - 136 115 - 0-15 137 95 85 177 123 110 ® HardtePlank 5 /16 71l or t 7 /2 ETS.100 pin 0.100'.1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 1.375• 24 20 128 95 - 163 123 - 40 116 85 - 150 110 - 60 105 85 - 136 110 - 0-15 126 85 - 163 110 - HardiePlanke 6/16 8 ET&F pin 0.100" 1.S x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62 1.375' 24 20 116 85 - 150 110 - 40 100 - - 129 - - 60 95 - - 123 - - 0-15 116 - - 150 - - HardlePlanke 5116 8114 ET&F pin 0.100' .1.5' x0.313'.HD Blind Nailed Min. No. 20 ga. x 3.62* ' 1.375' 24 20 105 - - 136 - - 40 95 - - 123 - - 60 85 - - 110 - - 0-15 170 170 158 219 219 204 HardiePlanke 5116 5.25 6d mmmon Face Nailed Through plank ovedap 2X4 wood 16 20 170 169 154 219 218 199 40 170 167 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 HardiePlenke 5116 6.25 6d common Face Nailed Thmugh plank ovedap wood 16 20 170 151 138 219 195 178 40 164 140 130 218 181 167 60 155 135 125 207 174 161 ESR- 22901 Most lMdelyAccepted and Trusted Page 9 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 IBCBRC, 20061BCIIRC (Basic Wind Spd, Y�aa,a)ee 2015 IBCIIRC and 201218C ( Design 3 speed, Wind PRODUCT PRODUCT DIMENSION N. FASTENER TYPE' FASTENING METHOD' FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D HardiePlanke 5/16 7.25 6d common Face Nailed Through plank ovedap 2X4 wood 16 0-15 156 142 129 202 183 166 20 156 138 126 202 178 162 40 150 128 118 193 165 153 60 142 123 114 183 169 147 HanliePlanke 5/16 7.5 6d common Face Nailed Thmugh plank overlap 2X4 wood 16 0-15 153 139 126 197 179 163 20 153 135 123 197 174 169 40 147 125 116 190 162 150 60 139 120 112 179 155 144 HardiePlanke 5/16 8 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 147 134 121 190 172 167 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 HardiePlanke 5/16 8.25 6d common Face Nailed Through plank overlap 2X4 wood 16 0-15 145 131 119 187 169 154 20 145 127 116 187 165 150 40 139 119 110 179 153 141 60 131 114 106 169 147 136 HardiePlanke a/rs 9.25 6d mmmon Few Nailed Thmugh plank overlap 2X4 wood 16 045 135 123 111 175 158 144 20 135 119 109 175 154 141 40 130 111 102 168 143 132 60 123 106 99 158 137 128 HardiePlanke 5/16 9.5 6d mmmon Face Nailed Thmugh plankoverlap 2X4 wood 16 0-15 133 121 110 172 156 142 20 133 117 107 172 162 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 HanliePlmke a/re 5.25 6d mmmon Few Nailed Thmugh plank overiap 2X4 wood 24 0-15 156 142 129 201 183 166 20 156 138 126 201 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 HardisPlanke b/fa 6.25 6d mmmon Few Nailed Through plankoverlap 2X4 wood 24 0-15 140 127 115 160 164 149 20 140 123 112 j 180 j 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 HarcllePlanke a/re 7.26 6d mmmon Few Nailed Through plankowdap � 24 0-15 127 116 105 165 149 136 20 127 112 103 165 145 132 40 122 105 97 158 135 125 60 116 100 93 149 130 120 HardiePlanke '/re 7.5 6d mmmon Few Nailed Thmugh plmkowdap 2X4 wood 24 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 95 155 132 122 60 113 98 91 146 127 118 ESR• 2290 1 Most Widely Accepted and Trusted Page 10 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBC/IRC, 2006IBC8RC (Basic Wind Speed, YmaNu) 2015 IBCIIRC and 20121BC ( S Design Wind ino speed, PRODUCT PRODUCT DIMENSION N. FASTENER TYPE' FASTENING METHOD FRAMs TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D HardiePlanke silo 8 6d common Face Nailed Through plank overlap 4X4 mod40 24 0-15 120 109 99 155 141 128 20 120 106 97 155 137 125 115 99 91 149 127 117 SO 109 95 88 141 122 113 HardlePlanke 5/1e 825 6d common Face Nailed Through plank overlap o wood 24 D-15 118 107 97 152 138 126 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 111 HardiePlanke 5/15 9.25 6d common Face Nailed Through plank overlap 2X4 wood 24 D-15 110 100 91 142 129 117 20 110 97 89 142 126 115 40 106 91 - 137 117 - 60 100 87 - 129 112 - HardiePlank® 5115 9.5 6d common Face Nailed Through plank overlap 2X420 wood 24 0-15 109 99 90 140 127 116 109 98 67 140 124 113 40 104 69 - 135 115 - 60 99 85 - 127 110 - HardiePlanke 5/16 5.25 Sd common Face Nailed Through plank overlap 2X4 Wood 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 170 219 219 219 60 170 170 170 219 219 219 HardiePlanke 5/1e 6.25 8d common Face Nailed Through plank overlap 2X4 Wood 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 170 170 161 219 219 208 60 170 108 156 219 217 201 HardlePlankc 5/,e 725 Ed common Face Nailed Through plank overlap 2X4 Wood 16 0-15 170 170 160 219 219 207 20 170 170 157 219 219 203 40 170 ISO 147 219 207 190 60 170 153 142 219 198 183 HardiePlank® 6/1e 7.5 Sd common Face Nailed Through plank overlap 2X4 Wood 16 0-15 170 170 167 219 219 203 20 170 168 154 219 217 199 40 170 157 145 219 203 187 60 170 150 139 219 194 179 HardiePlanke 5/10 8 8d common Face Nailed Through plankoverlap 2X4 wood 16 0-15 170 167 151 219 216 195 20 170 162 148 219 209 191 40 170 151 139 219 195 179 60 167 144 134 216 186 173 HardlePlanke 5/1e 8.25 8d common Face Nailed Through plank overlap 2X4 mod 16 0-15 170 164 149 219 212 192 20 170 159 145 219 205 187 40 170 148 137 219 191 177 60 164 142 132 212 183 t 170 ESR- 2290 1 Most I447delyAccepted and Trusted Page 11 of 27 TABLE 4-MAXIMUM BASIC WIND SPEED (mph)5(Continued) 20121RC, 2009 IBCIIRC, 20061BCIlRC (Basle Wintl Speed, Y—aa.1z) 20151BCIIRC and 2012 imate DC ( Wind Wind .") PRODUCT PRODUCT DIMENSION IN. FASTENER FASTENING METHOD' FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK WIDTH B C D B C 0 HardiePlanke 5/16 9.25 8d common Face Nailed Thmugh plank ovedap wood 16 0-15 169 153 139 218 198 179 20 169 149 136 218 192 176 40 162 138 128 209 178 165 60 153 133 123 198 172 159 HardisPlanke 5/16 9.5 8tl common Face Nailed Through plank ovedap 2X420 wood wood 16 D-15 166 151 137 214 195 177 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 HardiePlanke 5/16 5.25 Bd common Face Nailed Through plank ovedap 2X4 wood 24 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 183 151 HardiePlanke 6116 6.25 Ild common Face Nailed Thmugh plank overlap ap 2X4 24 D-15 160 145 132 207 107 170 20 160 141 129 207 182 167 40 154 131 121 199 169 166 60 145 126 117 187 163 151 HardiePlanke 6/t6 725 8d common Face Nailed Through plank ovedap 2X4 wood 24 0-15 159 144 131 205 186 169 20 159 140 128 205 161 165 40 153 130 120 198 168 155 60 144 125 116 186 161 150 HardiePlanke 5/16 7.5 8d common Face Nailed Through plank ovedap 2X4 wood 24 0-15 156 141 128 201 182 165 20 166 137 125 201 177 161 40 150 128 118 194 165 152 60 141 123 114 182 159 147 HardiePlanke 5116 8 8d common Face Nailed Thmugh plank overlap 2X4 wood 24 0-15 150 136 123 194 176 159 20 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 HardiePlanke 5/15 8.25 8d common Face Nailed Through24 plank ovedap 2X4 wood 0-15 147 134 121 190 173 156 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 150 139 HardiePlanke 5/16 9.25 8d common Face Nailed Through plank ovedap 2X4 mod 24 0-15 138 125 113 178 161 146 20 138 121 111 178 156 143 40 132 113 104 170 146 134 60 125 108 101 161 139 130 HardiePlanke 5116 9.5 6d common Few Nailed Through plank overlap ap 2X4 24 0-15 136 123 112 176 159 145 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 107 99 159 138 128 ESR- 2290 1 Most Widely Accepted and Trusted Page 12 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph) (Continued) 20121RC, 2009 IBC0RC, 20061BCARC (Basic Wind Speed, V.,�A':) 20151BCIIRC and 20121BC (Ultimate Design Wind Speed, 1/ert ) PRODUCT PRODUCT DIMENSION N. FASTENER TYpE' FASTENING METHOD' FRAME PE' TYs STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D HardisPlank ® s 11e 4 No. 8-18, 1 % long x 0.323' HD ribbed bugle head screw Face Screwed Min. No. 20 go. 3.62' x 1.375' Metal C- stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 'w 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 HardiePlankm s/,a 6 No. B-18, 1 s/e long x 0.323' HD ribbed bugle head screw Screwed Min. . x 3.Few 62" 1 37S 16 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 166 166 137 217 217 177 HardiePlank ® s lie 614 No. 8-18, 1-% long x 0.323' HD ribbed bugle head screw Face Screwed Min. Ngo. . 3 .6Y .62"375" 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 166 137 121 217 177 156 0-15 168 147 126 217 190 163 HaniiePlank m s 116 7'/ or 7fi1, No. 8-18, 1 s/a long x 0.323'HD ribbed bugle head screw Face Sewetl 0 go. x 3.62. 1 62' 16 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 16B 126 105 217 163 136 0-15 168 147 126 217 190 163 HardiePlankm 5/1e 6 No. 8-18, 1% long x HD ribbbedbed bugle head screw Face Screwed Min. No. 20 ga.X 3 62' 1 375, 16 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 158 126 105 204 163 138 0-15 168 147 126 217 190 163 HardiePlankm e116 814 No. 8-18, 1 % longx 0.323' HD ribbed bugle head screw Screwed Min. No. 3.ew 20. x 1 375• 16 20 168 137 121 217 1T7 156 40 168 131 116 217 169 150 60 158 121 105 204 156 136 0-15 168 137 116 217 177 150 HardiePlank ® s /1e 91/•or 91 /i No. 8-18. 1 '/e long x 0.323'HD ribbed bugle crew head s Face Screwed 20 ga. x 3.62'" 1 62 16 20 168 131 110 217 169 142 40 168 121 105 204 156 136 60 147 118 100 190 150 129 0-15 168 126 105 217 163 136 HaNiePlankm 5/1e 12 No. B-18, 1 % long x 0.323'HD ribbed bugle head screw Screwed Min. No. 3.62'Few 20 ga. X 1 375, 16 20 168 121 95 217 156 123 40 137 110 95 177 142 123 60 137 105 89 177 136 115 0.15 180 137 116 207 177 150 HardiePlank® 5/1e 4 No. 6-18, 1 '/e long x 0.323' HD ribbed bugle head screw Screwed Min. No. 3.62' x 1 375, 24 20 160 137 116 207 1T7 150 40 155 126 110 200 163 142 fi0 145 116 105 187 150 136 0-15 160 137 116 207 177 150 HardiePlanlcm e/16 6 No. 8-18, 1 % long x 0.323'HD ribbed bugle head screw Screwed Min. No. 3.62"' 1.375' 24 20 160 137 116 207 177 160 40 154 126 110 199 163 142 60 145 1 116 105 187 150 136 ESR• 2290 I Most Widely Accepted and Trusted Page 13 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)3(Continued) 20121RC, 2009 IBCfIRC, 20061BCBRC (Basic Wind Speed, 20151BCIIRC and 20121BC (UlBmate Design Wind Speed, V.. ) PRODUCT PRODUCT DIMENSION N. FASTENER FASTENING METHOD' FRAME TYPE' STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICIG WIDTH B C D 8 C D 0-15 160 145 116 207 187 150 HardfePlank ® s /1e 64 No. 8-18, 1- s/a long x 0.323'HD ribbed bugle head screw Face Sorswed 0 ga. x 3.62'" 1 375' 24 20 160 141 110 207 182 142 40 154 131 105 199 169 136 60 145 126 100 187 163 10 0-15 160 126 105 207 163 136 HardiePlank® s/1B 7 /tor 7 /' No. 1- s/e long x 0.323' HD ribbed bugle head screw Face Screwed Min. 20 ga.. x x 3.37 " 1.375' 24 20 160 121 105 207 156 136 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 160 126 105 207 163 136 HardiePlank® 1/1s 8 No.8-18, 1- % long 0.323' HD ribbed bugle head screw Face Screwed 20 No. 3.62" ga.X 1 375• 24 20 160 121 100 207 156 129 40 147 110 95 190 142 123 60 137 105 89 177 136 115 0-15 160 121 105 207 156 136 Hardial'im a °/re 814 No. 8-18, 1- s/e long x 0.323' HD ribbed bugle head screw Face Sc d Min. No. 20 ga. x 3.62" . 1.375" 24 20 160 121 100 207 156 129 40 137 105 95 177 136 123 60 131 100 89 169 129 115 0-15 158 116 95 204 150 123 HardiePlanke 5/18 1 91aor 9!' No. 8-18, 1- % Icng x 0.323'HD ribbed bugle head screw Face Screwed Min. No. 20 ga.x 3.62. 1.375' 24 20 158 110 95 204 142 123 40 137 100 89 177 129 115 60 10 95 85 163 123 110 0-15 163 148 134 210 191 173 HardiePlanke 5/1. 5.25 No. 11 1�0e, roofing nail Blind Nailed Thmugh top edge of plank 2x4 16 0 163 143 131 210 185 169 40 156 133 123 202 172 159 fi0 148 128 119 191 165 154 0-15 146 132 120 188 171 165 HardiePlanke 5118 625 No. 11 1 gauge. 125' l nail Blind Nailed Through top edge of plank 2 x 4 16 20 146 128 117 168 166 151 40 140 119 110 180 154 142 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 HardiePlanke 5/1. 725 No. 11 1 gauge, roofing nail Blind Nailed Through Through top edge of plank 2x4 16 20 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 HardiePlanke 5/15 7.5 No. 11 gauge, 1 r25" l nail Blind Nailed Through top edge of plank 2x4 16 0 130 115 105 168 148 135 40 125 107 99 161 138 127 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 HardlePianke 5116 8 No. 11 1.25 roofing nail Blind Nailed Through top edge of plank 2 x 4 16 0 125 110 101 162 143 130 40 120 103 95 155 133 122 60 114 1 99 91 147 127 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)a(Con0nued) 20121RC, 2009 IBCIIRC, 2006 IBCIIRC (Basle Wind Speed, y.apu) 20151BC/IRC and 20121BC (Ultimate Design Wind Seed, PRODUCT PRODUCT DIMENSION IN. FASTENER FASTENING METHOD' FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C 0 0-15 123 112 101 159 144 131 HardiePlanke 5116 8.25 140.11 1 auge,g roofing nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanke 511. 9.25 No. 11 1 gauge, roofing nail Blind Nailed Through top edge of plank 2x4 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 HaniiePlanke 5/ra 9.5 No. 11 12�9eg roofing nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanke 511 6 5.25 No. 11 1gauge. roofing nail Blind Nailed Through top edge of plank 2x4 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 HardiePlanke 6116 6.25 No. 11 1 gauge. g roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 119 105 96 153 135 124 40 114 98 90 147 126 116 60 108 94 87 139 121 112 D-15 108 98 89 140 127 115 HardiePlanke 5116 7.25 No. 11 12uge, ng roofing nail Blind Nailed Through top edge of plank 2x4 24 20 108 96 87 140 123 113 40 104 89 134 115 60 98 85 - 127 110 - D-15 106 96 88 137 125 113 HanfiePlanke 5116 7.5 No. 11 1 gauge, lonroofing net Blind Nailed Through top edge of plank 2x4 24 20 106 94 86 137 121 110 40 102 87 132 113 60 96 - - 125 108 - 0-15 102 93 - 132 120 - HanfiePlanke 54. 8 No. 11 1 gauge. roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 102 90 - 132 116 - 40 98 - - 127 - - 60 93 - - 120 - - 0-15 100 91 - 129 117 - HardiePlanke 5118 8.25 No. 11 12Sge. roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 100 88 - 129 114 - 40 96 124 - 60 91 - - 117 - - 0-15 94 85 - 121 110 - HardiePlanke 6118 9.25 No. 11 1gauge,g roofing nail Blind Nailed Through top edge of plank 2x4 24 20 94 - - 121 107 - 40 90 - - 116 - - 60 85 - - 110 - - ESR- 22901 Most Widely Accepted and Trusted Page 15 of 27 TABLE 4—NIAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 2015 IBCIIRC and IBClIRC, 20061BCIIRC 40121BC (Ultimate Design (Basic Wind Speed, yg1a) Wind Speed, WindS V. Yuv ' ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION N. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK WIDTH B C D B C D TYPEr METHOD' TYPE1'° (IN.) (FT.) 0-16 93 - - 119 - No. 11 Blind Nailed 20 93 - - 119 - - HardiePlanke 5/16 9.5 1gauge. Through top 2x4 24 roofing nail edge of plank 40 89 - - 115 - - 60 - - - 0-15 170 170 166 219 219 214 No. 11 guage, 1.75 Blind Nailed 20 170 170 162 219 219 209 HardiePlanke s /16 5.25 inch long Through top 2x4 16 roofing Nag edge of Plank 40 170 165 153 219 213 197 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 '/,v No. 11 guage, 1.75 Blind Nailed 20 170 159 145 219 205 187 HardiePlanke 6.25 inch long Through top 2x4 16 roofing Nail Edge of plank 40 170 148 137 219 191 176 60 164 142 132 211 183 170 D-15 164 149 136 212 193 175 No. 11 guage, 1.75 Blind Nailed 20 164 145 132 212 187 171 HardiePlanka 6/16 7.25 inch long Through top 2 x 4 16 roofing Nag edge of plank g 40 158 135 125 204 174 161 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 v/ry No. 11 guage, 1.75 Blind Nailed 20 161 142 130 208 183 167 HardiePlank® 7.6 Inch long Through top 2x4 16 roofing Nail edge of plank 40 155 132 122 200 171 158 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 No. 11 guage, 1.75 Blind Nailed 20 155 137 125 200 176 161 HardiePlanke 5116 8 Inch long Through top 2x4 16 roofing Nail edge of plank 40 149 127 117 192 164 152 60 141 122 713 162 157 148 0-15 152 138 126 197 178 162 No. 11 guage, 1.75 Blind Nailed 20 152 134 123 197 173 158 HardiePlanke 6/16 8.25 inch long Through top 2 x 4 16 roofing Nail edge of Wank 40 146 125 115 189 161 149 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 No. 11 guage, 1.75 Blind Nailed 20 142 126 115 184 162 148 HardiaPlank ® 6 116 9.25 inch long Through top 2 x 4 16 roofing Nail - edge of plank 40 137 117 108 176 151 139 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 No. 11 guage, 1.75 Blind Nailed 20 140 124 113 181 160 146 HardiePlanke 5/1v 9.5 Inch long Through top 2x4 16 roofing Nail edge of plank 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 6/16 No. 11 guage, 1.75 Blind Nailed 20 164 145 132 212 187 171 HardiePlanke 525 Inchlong Through top 2x4 24 roofing Nail a of plank 40 158 135 125 204 147 161 60 149 129 120 193 167 155 ESR- 22901 Most Widely Accepted and Trusted Page 16 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBC8RC, 20061BCIIRC (Basic Wind Speed, 20151BC1IRC and 201E IBC (Ultimate Design Wind Speed, V..'") PRODUCT PRODUCT DIMENSION N. FASTENER TYPE FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK WIDTH B C T D B C D 0-16 147 134 121 190 172 157 HardiePlanke s/,e 6.25 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2x4 24 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 HardiePlanke 5/15 7.25 No. 11 guage, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2x4 24 20 134 118 108 173 153 140 40 129 110 102 166 142 131 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 HardiePla rle 5/15 7.5 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 132 116 106 170 150 137 40 126 108 100 163 139 129 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 HardisPlanke 5115 8 No. 11 guadre,1.75 long roofing Nail Blind Nailed Through top edge of plank 2x4 24 20 127 112 102 163 144 132 40 122 104 96 157 134 124 60 115 100 93 148 129 120 D-15 124 113 102 161 146 132 HardiePlanl a 5/15 8.25 No. 11 ginGr long.75 roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 124 110 100 161 142 129 40 119 102 94 164 132 122 60 113 98 91 146 126 117 0-15 116 108 96 150 136 124 HardiePlank® 5/,a 9.25 No. 11 guadie, 1.75 ng roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 116 103 94 150 133 121 40 112 95 88 144 123 114 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 HardiePlanke 5/15 9.5 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 24 20 114 101 92 148 130 119 40 110 94 87 142 121 112 60 104 90 - 134 116 - No. 8x 1% Min. No. 0-15 168 168 137 217 217 177 HardiePlanke 5/15 4 In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 screws stud No. 8 x 1% Min. No. D-15 168 168 137 217 217 177 HardiePlanke 5/15 6 In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62 x 1.375' Metal G 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 screws stud No. 8 x 1 % Min. No. 0-15 168 158 142 217 204 183 HardiePlanke 5/15 614 In. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 16 20 168 158 131 217 204 169 40 168 147 126 217 190 163 1 60 158 137 1 121 204 1T7 156 screws stud 1 ESR- 2290 1 Most Widely Accepted and Trusted Page 17 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mphf (Continued) 2012 IRC, 2009 IBCIIRC, 2006 ISCIIRC (Basle Wind Speed, Vmg6.n) 2015 IBCIIRC and 201IBC (ultimate Design Wind Speed, PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE^ FASTENING METHOD' FRAME TYPE14 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK WIDTH B C D B C D No. 8 x 1'/4 Min. No. 0-15 168 152r26217 196 163 HardiePlanie 6 /16 7'1 or 7112 in. long x 0.375 in. HD ribbed waferhead Blind Spewed 20 ga. x 3.62' x 1.375' Metal G 18 20 168 147217 190 150 40 169 137217 177 150 60 158 126204 163 142 scrawl stud No. 8 x P4 Min. No. 0-15 168 147217 190 150 HandiePlanke 6116 8 in. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 16 20 168 137217 177 150 40 156 126 105 204 163 136 60 147 121 105 190 156 136 screws stud No. 8 x 1'/4 Min. No. 0-15 16B 142 121 217 183 156 HardiePlanV 5/16 814 in. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.375' Metal G 16 20 168 137 116 217 177 150 40 158 126 110 204 163 142 60 147 116 105 190 150 136 scrawl stud No. 8 x 1'4 Min. No. 0-15 168 137 116 217 177 150 HardiePlank ® s /16 9 /4 or 9,12 in. long x 0.375 in. HD ribbed waferhwd Blind Screwed 20 ga. X 3.62' x 1.376' Metal G 16 20 166 126 105 217 163 136 40 158 116 105 204 150 136 60 137 110 100 177 142 129 spews stud No. 8 x 1'/4 Min. No. 0-15 160 137 116 207 177 150 HardiePlanke 6/,6 4 In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62'x 1.376' Metal C- 24 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 145 116 100 187 150 129 spews stud No. 8x*4 Min. No. 0-15 160 137 116 207 1T7 150 HardiePlanke 6/,6 6 in. long x 0.375 in. HD ribbed waferhead Blind Screwed 20 ga. x 3.62' x 1.375' Metal G 24 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 145 116 100 187 150 129 spews stud No. 8 x 1'/4 Min. No. 0-15 160 137 116 207 177 150 HardiePlanke 6/16 614 In. long x 0.375 In. HD ribbed waferhead Blind Spewed 20 ga. x 3.62'x 1.375' Metal G 24 20 160 131 105 207 169 136 40 154 121 105 199 156 136 60 145 116 100 187 160 129 screws stud No. 8 x 1'/4 Min. No. 0-15 160 126 1115 207 163 136 HardiePlank ® s /,s 7'/tor 7 /z In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62-x 1.375' metal O 24 20 160 116 100 207 150 129 40 147 105 89 190 136 115 60 137 89 89 177 115 115 spews stud No. 8 x 1'/4 Min. No. 0-15 160 121 100 207 156 129 HardiePlanke 6116 8 In. long x 0.375 in. HD ribbed waferhead Blind Spewed 20 ga. x 3.62x 1.375' Metal G 24 20 168 116 100 204 150 129 40 142 105 89 183 136 115 60 131 100 89 169 129 115 spews stud No. 6 x 1'/4 Min. No. 0-15 160 121 100 207 156 129 HardiePlanke 6/16 81/4 I In.long x 0.375 in. ribbed waferhead Blind Spewed 20 ga. x 3.62'x 1.375' Metal C. 24 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 126 100 89 163 129 115 spews stud ESR- 2290 1 Most KridelyAccepted and Trusted Page IS of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 20151BC8RC and IBCARC, 20081BCIIRC 20121BC (Ultimate Design (Basic Wind Speed, V.".12) Wind Speed, Ve ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY METHOD' TYPE THICK. WIDTH (IN.) (FT.) B C I D B C D No. 8 x 1'/4 Min. No. 0-15 158 116 95 204 150 123 9'14or In. long x 0.375 in. Blind 20 ga. x 3.62-x 20 147 105 89 190 136 115 HardiePlank ® s /,s 9% HD ribbed Screwed 1.375- 24 40 131 95 85 169 123 110 waferhead Metal G 60 121 89 85 156 115 110 screws stud 6d-2 Inch 0-15 141 128 116 182 165 150 long X 20 141 124 114 182 160 147 0.093 Inch Blind Nailed HardiePlanke 5116 5.25 hank X Through top woad 16 03222 Inch edge of plank 40 135 116 107 174 150 138 head 60 128 111 103 165 143 133 diameter siding nail 6d-21nch 0-15 126 114 104 163 147 134 long X 20 126 111 102 163 143 132 0.093 inch Blind Nailed HaNlePlank® °/,e 6.25 shankX Throughtop 16 0� n� edge of plank mod 40 121 103 96 156 133 124 head 60 114 99 92 147 128 119 diameter sidingnail Bd-2 inch 0-15 115 104 95 148 134 123 long X 20 115 102 93 148 132 120 0.093 inch Blind Nailed HardiePlanke sl,s 725 shank Through top 2x4 16 0.222 inch edge of prank wood 40 110 94 87 142 121 112 head 60 104 91 - 134 117 - diameter sidin nail 6d-21nch 0-15 113 102 93 146 132 120 long X 20 113 99 91 146 128 117 0.093 Inch Blind Nailed HartliePlanka sl,e 7.5 Through top wood 16 Os.722i edge of plank 40 108 93 85 139 120 110 head 60 102 89 - 132 115 - diameter sidin nab 6d-2Inch 0-15 109 99 90 141 128 116 long X 20 109 96 87 141 124 112 0.093 Inch Blind Nailed HanliePlank® s/,s 8 Through top 16 0.222shankX N� edge of plank wood 40 104 89 - 134 115 - head 60 99 85 - 128 110 - diameter siding nail 6d-2 inch 0-15 107 97 Be 138 125 114 long X 20 107 94 86 138 121 111 0.093 inch Blind Nailed HardiePlanke 5116 8.25 mtlr Through top wood 16 OM edge of plank 40 102 88 - 132 114 - head 60 97 - - 125 - - diameter siding nail 6d-21nch 0-15 100 90 - 129 116 - long X 20 100 88 - 129 114 - 0.093 inch Blind Nailed HardlePlenk° s/,e 9.25 kX Through top woad 16 0M Inch edge of plank 40 96 - - 124 - - head 60 90 - - 116 - - diameter siding nail 6d-21nch 0-15 98 89 - 127 115 - long X 20 98 87 - 127 112 - 0.093 Inch Blind Nailed HardiePlanit® s/,a 9.5 hank X Through tap w� 16 Os� i edge of plank 40 94 - - 121 - - head 60 89 - -- diameter siding nail , , ESR- 2290 [Most Widely Accepted and Trusted Page 19 Of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)a (Continued) 20121RC, 2009 IBCORC, 20061BCIIRC (Basic wind Speed, Y�aepa) 20151BCURC and G mate Design (Ultimate Wind Speed, VuP ) PRODUCT PRODUCT DIMENSION N. FASTENER TYPE FASTENING METHOD' FRAMs TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK MIIDTH B C D B C 0 6d-2 inch long X 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 HardiePlank® s/,e 5.25 0.093 inch Xailed Os222 Inch head Blind Nhank Through top edge of plank wood 24 40 110 94 87 142 121 112 60 104 91 - 134 117 - diameter I siding nail Bd-2 inch long X D-15 103 93 - 133 120 - 20 103 91 - 133 117 - HardiePlank® 5/,s 6.25 0.093 inch 5hankX 10222 inch head Blind Nailed Through top edge of plank ,mod 24 40 99 - - 128 - - 60 93 - - 120 - - diameter siding nail 6d-21nch long X 0-15 94 85 - 121 110 - 20 94 - - 121 - - HardiePfank® °/,e 7.25 0.093 Inch Xnd OS� i ch head Nailed Blihank Through top edge of plank wood 24 40 90 _ _ 116 _ _ 60 85 - - 110 - - diameter sidinq nail 6d-2 inch long X 0-15 92 - - 119 - - 20 92 - - 119 - - HarolePlanke s/,s 7.5 0.093 inch hank X Os�nX head Blind Nailed Through top edge of plank wood 24 40 88 _ - 114 - - 60 - - - - - - diameter sidinq nail 6d-2 inch long X 0-15 89 - - 115 - - 20 89 - - 115 - - HardiaPlanke s/,e 8 0.093 inch Os� InchhankX head Blind Nailed Through top edge of plank wood 24 40 65 - - 110 - - 60 - - - - - diameter siding nail nail 6d-2 inch long X 0-15 87 - - 112 - - 20 87 - - 112 - - HardlePlank® 5/15 825 0.093 inch shank 0222 inch head Blind Nailed Through top edge of plank 2x4 wood 24 40 - - - - - - 60 - - - - - diameter siding nail nail 0.092" 0-15 153 138 126 198 178 163 20 153 135 123 198 174 159 HardiePlank® 5/ 5 S825 shank X 02HD X 2Y 2.5'long face nailed through plank overlap 2 x 4 W00d 16 40 146 125 116 188 161 150 gahr. nail 60 138 120 112 178 155 145 0.092' 0-15 143 130 118 185 168 152 20 143 126 116 185 163 148 HardlePlankO 5/16 9.25 shankX 0222' HD X 2.5'long face nailed through plank overlap 2 x 4 wood 16 40 137 117 108 177 151 139 galv. nail 60 130 113 105 168 146 13fi ESR- 22901 Most Widely Accepted and Trusted Page 20 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBC11RC, 20061BCORC (Basic Wind Speetl, V�Ra.+z) 20151BCORC and BC 2n21De t Wind S Design Wind Speed, PRODUCT PRODUCT DIMENSION N. FASTENER FASTENING METHOD FRAME TYPE STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0.092- 0-15 141 128 116 182 165 150 20 141 124 113 182 160 146 HardiePlank@ 6/16 9.5 shankX 0.222'HDX 2.5'long face nailed through plank overlap 2x4 Wood 16 40 135 116 107 174 150 138 gals. nall 60 128 111 103 165 143 133 0.092, 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 HardlePlank® 6/,e 12 shank 0222' HD X 2.5'long face nailed through plank overlap 2 x 4 Wood 16 40 118 101 934 152 130 120 galy, nail 60 112 97 90 144 125 116 Ild ring 0-15 203 184 167 262 238 216 HardiePlank® e /,e 58.25 shank box nail, 0.113' shank X 0260' HD X face nailed through plank overlap 2x4 WOOd a 16 20 203 179 163 262 231 210 40 194 166 153 250 214 198 60 184 159 148 238 205 191 2.375'L 8d ring 0-15 166 151 137 214 195 177 HardlePlank® 5115 5825 shank box nail, 0. X 0.260'HOX face nailed through plank overlap wood" i 00d 24 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 2.375'L 0.092' 0-15 151 137 125 195 177 161 20 151 133 122 195 172 158 HardiePlanlc® 6/,e s825 shankX O"ZHDX 2' long gaiv. face nailed throughplank ovedap 2x46 Wood 16 40 145 124 115 187 160 148 nail 60 137 119 111 177 154 143 0.092' 0-15 187 170 154 241 219 199 20 187 165 151 241 213 195 HardlePlank® '/,a 5825 shank 0222HDX 2.5'long face nailed through plank overlap wood" 16 40 180 154 142 232 199 183 galv. nail 60 170 147 137 219 190 177 Attached 0-15 207 188 171 267 243 221 No. 8 X 1- blind screw to 7116' 20 207 183 167 267 236 216 HardlePiank® 5/16 6.26 5/8' long X 0.375' HD through top edge of plank wood structural 7/16' WSP attached 40 199 170 157 257 219 203 ribbed wafer head screws at 12 in. on center panel sheathin per code 60 188 163 152 243 210 196 g only Attached 0-15 183 166 151 236 214 195 No. 8 X 1- blind screw to 7116' 20 183 161 147 236 208 190 HardisPiank® 6/,e 6.25 5/8' long X 0.375' HO ribbed wafer head screws through top edge of plank at 12 in. on center Wood structural panel sheathin 7/16' WSP attached per code 40 176 150 139 227 194 179 60 166 144 134 214 186 173 g only No. 8 X 1- blind screw Attached to 7/16' D-15 165 150 136 213 194 176 20 165 145 133 213 187 172 HardiePlank® eI's 7.25 5/8' long X 0.375' HD through top edge of plank wood structural 7/16' WSP attached 40 158 135 125 2D4 174 161 ribbed wafer head screws at 12 in. on center panel sheathin per code fig 150 130 120 194 168 155 g only No. 8 X 1- blind screw Attached to 7116' 0-15 150 136 124 194 176 160 20 150 133 121 194 172 166 HardiePlank® 6/,a 8.25 518' long X 0.375' HD through top edge of plank wood structural 7/16' WSP attached 40 144 123 114 186 159 147 ribbed water head screws at 12 in. on center panel sheathin per code 60 136 118 110 176 152 1 142 9 only 1 ESR- 2290 [Most Widely Accepted and Trusted Page 21 of 27 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCIIRC, 20061BC8RC (Basic Wind WSpeeq Vind.) 20151BCIIRC and 20121BC (Ultimate Design Wind Speed . V,e" ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE' FASTENING METHOD' FRAME TYPE''° STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B I C D B C D Attached 0-15 139 126 114 179 163 147 No. 8 X 1- blind screw to 7/16' 20 139 122 112 179 158 145 518'IongX through top wood 7/16WSP HardlePlankO 5/18 9.25 0.375'HD ribbed wafer edge of plank at 121n. on structural panel attached per code 40 133 114 105 172 147 136 head screw° center sheathin g only 60 126 109 101 163 141 130 HardlePlank® 6/16 5825 0.090' shank X 0.215' HD X 1.5' long ring shank nets blind nail through top edge of plank at 8 in. on center Attached to 7/16' wood structural panel sheathin g only 7/16' WSP attached percode, D•15 145 132 120 1 187 170 165 20 146 128 117 187 165 151 40 139 119 110 179 154 142 60 132 114 106 170 147 137 HardlePlank® s/rs 5825 0.090' shank X 0215' HD X 1.5' long ring shank nails blind nail through top edge of plank at 6 in. on center Attached to 7116' wood structural panel sheathin g only 7/16' WSP attached per mile 0-15 166 160 137 214 194 177 20 166 146 133 214 188 172 40 159 136 125 205 176 161 60 150 130 121 194 168 156 HardlePlank® /is <9% 0.091' shank, 0.221-HO, 1.g shank long ring nail Few Nailed through the overlap at 12' o.c. Attached to 7116' s ood turpanel sheathin g only 7/16'Wd P per code 0-15 100 91 - 129 117 - 20 100 88 - 129 114 - 40 96 - - 124 - - 60 91 - - 117 - - 0-15 184 167 152 238 216 196 0.092' 20 184 162 148 238 209 191 Artisarrtrl Lop s/s 5.25 shank 0225 HD X 2.25' long blind nail through top edge of plank Woodr Wootl 16 40 177 151 140 229 195 181 galy. Nail 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.09T 20 135 119 108 174 164 139 Artisan® Lap sle 7.25 shank 0225' HD X 2.25' long blind nail through top edge of plank o a wood" 16 40 129 111 102 167 143 132 gaN. Nail 60 122 108 98 158 137 127 0-15 117 106 98 161 137 124 0.092' 20 117 103 94 151 133 121 ArBsarO Lap s/s 8.25 shank 0225' HD X 225' long blind nail through top edge of plank Wd woody 16 40 112 96 88 145 124 114 galv. Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092' 20 132 116 106 170 160 137 Artiserr® Lap s!e 525 shank 0.225' HD X 2.25' long blind nail through to edge of plank 2X4 W00d r 24 40 126 108 100 163 139 129 gaN. nail 60 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.092' 20 99 87 - 128 112 - Arlfsan® Lap s/s 7.25 shank 02HD X 225' long blind nail through top edge of plank EX4. Waotl25' 24 40 95 - - 123 - - galy. nail 60 90 - - 116 - - 0-15 88 - - 114 - - 0.092' 20 88 - - 114 - - ArtisanG Lap s/e 8.25 shank X 0225' HD X 225' long blind nail through top edge of plank wood 24 40 - - - - - - galy. nail ESR- 2290 1 Most 14ridetyAccepted and Trusted Page 22 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)e(Continued) 20121RC, 2009 20151BCBRC and ISCfiRC, 2006IBCIIRC 20121BC (Ultimate Design (Basic Wlnd Speed, V�ae.r:) Wind S_peed, V.e ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY Type METHOD' TYPE''B THICK WIDTH WIDTH (IN.) (Fr.) B C D B C D Min. No. 0-15 181 164 149 234 212 192 No.8X 1- 20 go.x Sllong X screw blind sc 20 181 159 146 234 205 188 Artisai� Lap s/e 5.25 .3 HD through lop 1.375X 16 hbbed bugle edge of plank Metal C- 40 174 148 137 225 191 177 headad screw stud 60 184 142 132 212 183 170 Min. No. D-15 157 142 129 203 183 167 No. 8X 1- 20 x ga. 51long X blind screw 20 167 138 126 203 178 163 Artisari®Lap °% 7.25 .3 HD through lop 1.375° 16 ribbed fi ribbed bugle edge of plank Metal C- 40 150 128 119 194 165 154 head screw stud 60 142 123 114 183 159 147 Min. No. 0-15 149 135 123 192 174 169 No. fi X 1- 20 Be.x 5/.3 long X blind screw 20 149 131 120 192 169 155 ArtisarO Lap '/e 8.25 HD through lop 1.35x 16 ribbed bugle edge of plank Metal G 40 143 122 113 165 156 146 head head screw stud 60 135 117 109 174 151 141 Min. No. 0-15 180 163 148 232 210 191 No. 8X 1- 20 ga.x SlTong X blind screw 20 180 158 145 232 204 187 Arti 'ls 5.25 .3san®Lap HD through top 1.375 24 ribbed hebed ads bugle edge of plank Metal G- 40 172 147 136 222 190 176 head screw I stud 60 183 141 131 210 182 169 Min. No. 0-15 144 130 118 186 168 152 No. 8X 1- 20 ga.x 5/8' long X blind screw 20 144 127 116 188 184 150 Artisan® Lap 'le 7.25 0.323" HD through top 13 SX 24 ribbed bugle edge of plank Metal C- 40 138 118 109 178 152 141 head screw stud 60 130 113 105 168 146 136 Min. No. 0-15 132 119 108 170 154 139 N"o. 20 Be.x SIB8' longX Tong blind screw 20 132 116 106 170 150 137 Artlsan0l Lap '/s 8.25 HD througedge 1.375" 24 ebbed heads bugle plank edge of plank metal Metal G- 40 126 108 100 163 139 129 head screw 60 119 104 96 154 134 124 For SI:1 inch = 25A 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. 'Face = Fastened thmugh the overlapping plank. Blind = Fastened through the top edge of single plank 'Wind speed design assumptions per Section 30.4, Method 2, of ASCE 7-10:1=1.0, Kzt =1, Kd = 0.85, GC, = 0.18, GC, = -1 A. 'Ef&F pin fasteners have knurled shanks. 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least Y..' for nails or 3 full threads for screws. 'Values am for species of wood having a specific gravity of 0.50 or greater. 'Values am for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy = 33 lad. 'Vm = nominal design wind speed. 'W,e = 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. 1633, Vm=V„ 40.6 ESR- 22901 Most WidelyAccepted and Trusted Page 23 of 27 TABLE 5- (V� 100 MPH; Vua 129 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''2.0 Building 502-Inch wide 7'1, & 7'/2-Inch wide 8- & 81/ -inch wide 91/r & 9'/2-inch wide Height (feet) 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 1 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For 51: 1 Inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 Ms. 'HardlePlanke Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head tliameter. = 0.30 in., shank diameter. = 0.144 in., length=1.25an. 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 =125 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30In., shank diameter = 0.145 In., length =125 In.). 2Artisari Lap Siding fasteners most be ET&F Fastening Systems, Inc. ET&F block Nall (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length=1.54n. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 In., shank diameter. = 0.145 in., length =1.5 in.), Aemsmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length =1.5 In.), or Jaaco Nall Pro (NP145S head diameter= 0.30 In., shank diameter = 0.145 In.. length =1.5 In.).' Maximum nominal design wind speed (V®) shall be 100 mph. Maximum ultimate design And speed (VA shall be 129 mph. 41nterpolation of spacing to address building height and other plank widths Is permitted. afhe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 6-(Vx 110 MPH; V„a 142 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL"2A5 Building 56'/2-Inch wide 7'1, & 7'/24nch wide 8-& 8'/4-inch wide 0, & 9'/,Inch wide Height(feat) Exposure Exposure Exposure Exposure B C D B C 0 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. 'HardlePlanke 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=1254n. long), Max System block Nall (CP-C 832 W7-ICC, head diameter. = 0.30 In., shank diameter. = 0.145 In., length =1.3 In.), Aerosmlth SurePin black nail (head diameter = 0.30 in., shank diameter= 0.144 In., length = 125 in.), or Jaaco Nail Pro (NP145S head tliameter= 0.30 in., shank diameter= 0.145 in., length =125 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. = 0.145 in., length = 1.54n. long), Max System block Nail (CP-C 838 W74CC, head diameter. = 0.30 In., shank diameter. = 0.145 In.. length=1.51n.), Aerosmith SurePin block Nail (head diameter= 0.30 in., shank diameter= 0.144 In., length =1.5 In.), or Jaaco Nall Pro (NP145S head diameter = 0.30 In., shank diameter= 0.145 in., length =1.5 In.). 'Maximum nominal design wind speed (Vm) shall be 110 mph Maximum ultimate design wind speed (V„ 2) shall be 142 mph. 4Interpolation to address building height and other plank widths is permitted. r 1he lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7- (Ve 120 MPH; V„a 155 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM COD CONCRETE MASONRY UNIT WALL'-4 Building 161/2-Inch wide 7'/4- & 7'/24nch wide 8- & 8%-Inch wide 9'4- & 9'/24nch wide Exposure Exposure Exposure Exposure Height (feet) 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 1 18 13 11 16 12 10 For SI:1 Inch = 25.4 mm, 1 foot = 305 can, 1 mph = 0.44 m/s. 'HardePlank' Lap Siding fasteners must be ET&F Fastening Systems, Ina ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 In., shank diameter. = 0.144 In., length=1254n. long), Max System block Nail (CP-C 832 W74CC, head diameter. = 0.30 In., shank diameter. = 0.15 in., length = 1.3 In.). Aerosmilh SurePin block nail (head tliameter= 0.30 in., shank diameter = 0.144 In.. length = 125 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 In., shank diameter= 0.145 in., length =125 In.). 2Artisano Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (Er & F No. ASM-144-150, head diameter. = 0.30 In., shank diameter. = 0.145 in., length = 1.54n. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.6 In.), Aerosmith SurePin block Nail (head diameter= 0.30 in., shank diameter = 0.144 In., length =1.5In.). or Jaaco Nail Pro (NP1453 head diameter = 0.30 In., shank diameter = 0.145 in., length =1.5 In.). 3Maximum nominal design wind speed (V�) shall be 120 mph. Maximum ultimate design wind speed (V„a) shall be 165 mph. 4Interpolation to address building height and other plankwidths is permitted. afhe lap conceals the fasteners of the previous course (Blind Nailed). 4 , , E§R- 2290 I Mast Widely Accepted and Trusted Page 24 of 27 TABLE "V„4 130 MPH; V4e 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'-2A5 Building <6 /3-Inch wide Vic & 7 l3-Inch wide 8- & O.-inch wide 0, & 9 /3-Inch wide Height feet Exposure Exposure Exposure Exposure B B C D B C D B C D 0-15 24 21 17 14 18 15 12 16 14 11 20 24 21 16 13 18 14 12 16 13 11 30 24 T1714 21 15 12 18 13 11 16 12 10 40 22 19 14 12 17 12 11 15 11 9 50 21 18 13 11 16 12 10 14 11 9 60 20 17 13 11 15 11 10 13 10 9 For 51: 1 Inch = 25A mm,1 foot = 305 mm,1 mph = 0.44 Ms. 'HardlePlanke 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=1.254n. long), Max System block Nall (CP-C 832 W7-ICC, head diameter. = 0.30 In., shank diameter. = 0.145 in., length =1.3 in.), Aemsmith SurePin block nail (head diameter = 0.30 In., shank diameter= 0.144 in., length =1.25 In.), or Jaaco Nag Pro (NP745S head diameter = 0.30 in., shank diameter = 0.145 in., length=125In.). 3Ardseno 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 = 1.54n. long), Max System block Nail (CP-C 838 W74CC, head diameter. = 0.30 In., shank diameter. = 0.145 in., length =1.5 in.), Aerosmith SumPin block Nall (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 =1.6 in.). 3Mxxmmum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (V,,n shall be 168 mph. 4Interpolation to address building height and other plank widths is permitted. sihe lap conceals the fasteners of the previous mum (Blind Nailed). TABLE 9-(V® 140 MPH; V„n 181 MPH) ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2AB Building <6'124nch wide 741, & 7'124neh wide 8- & 044neh wide 9'1, & 9'124nch wide Height (feet) Exposure 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 1 13 10 9 12 9 8 For SI: 1 Inch = 25A mm.1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlanke 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=1.254n. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.16 in., length =1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 In., shank diameter = 0.144 in., length =1.25 in.), or Jaam Nall Pro (NP145S head diameter= 0.30 in., shank diameter = 0.145 In., length =125 in.). 2Arrimne Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nall (ET & F No. ASM-144-150, head diameter. = 0.30 In., shank diameter. = 0.145 in., length=1.54n. long), Max System Nock 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 Nall Pro (NP I45S head diameter = 0.30 In., shank diameter= 0.145 in., length = 1.51n.).'Maxlmum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vwh shall be 181 mph. 41nterpolation to address building height and other plank widths Is permitted. sThe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10-(V, 150 MPH; V�u 194 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO AST6f C90 CONCRETE MASONRY UNIT WALL'-2As Building 56'/3-Inch wide 71/4- & 7'124nch wide 8- & 8'l4-Inch wide 04- & 9'/2-Inch wide Height (feet) 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 ads. '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=1.25an. long), Mu System block Nail (CP-C 832 W74CC, head dia. = 0.30 In., shank dia. = 0.145 In., length =1.3 In.), Aemsmith SUrePln block nail (head diameter= 0.30 In., shank diameter= 0.144 In., length =1.25 In.), or Jaaco Nall Pro (NP145S head diameter = 0.30 In., shank diameter = 0.145 In.. length =125 in.). 2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nag (ET & F No. ASM-144-150, head diameter. = 0.30 in.. shank diameter. = 0.144 in., length=1.53n. 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 Nell (head diameter = 0.30 In., shank diameter = 0.144 In., length =1.5 In.). or Jaaoo NallPro (N13145S 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 (VA shall be 194 mph. 4Interpolation to address building height and other plank widths is pemgted. slhe lap conceals the fasteners of the previous course (Blind Nailed). x r. ESR- 2290 1 Most Widely Accepted and Trusted Page 25 of 27 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLEt" (NEW HARDIESHINGLETM) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091SCARC, 2006 2015 ISCARC and 20121BC ISCARC (Ultimate Design Wind Speed, (Basic Wind Speed, Ve'' ') Vox2) Weather Exposure and Height of Exposure Category osure Category B C B C Sheathing Type Siding Fastener Type Fastener Location Building 8 Inch exposure 0.15 126 110 163 142 20 126 105 163 136 2 mofing nails 9 inches from 40 128 95 163 123 butt wigs SO 125 89 163 115 7 inch exposure G-15 126 126 163 163 20 126 121 163 166 2 mofing nails 8 inches from 40 125 110 163 142 +s Minimum "I. Inch thick 71In.. HD 21 1atmnlok x in. HD x 1 /x In.butt long edge 60 126 126 136 plywood co with DOC m corrosion resistant roofing corm 0.75 126 128 163 183 63 163 S "a PS "a Nail 61nche '�u1e 20 126 126 163 163 2 roofingnailswigs inchesfmm 40 125 121 163 156 bull etlg F 60 126 116 163 150 5 Inch exposure 0-15 126 126 163 163 20 128 10 163 163 2 rooting nails 6 inches from 40 126 1121 163 156 butt edge W 126 1 116 163 150 For SI:1 foot= 305 arm, 1 Inch = 25A mm,1 mph =OA4 Ma. ryVind speed design assumptions per Section 6.5, Method 2, or ASCE 7-05:1= I.G. Kr1=1, Kd = 0.8.5, GCpi = 0.18, GCp =-1.4. rVgw= muninal design wind speed. 3V,e = ultimate design wind speed. 111ind speed design assumptions per Section 30A, of ASCE 7-10: Kd=1, Kd = 0.85, GCpi = 0.10. GCp =-1.4. 52015 and 20121BC Section 1609.3.1, Eqn. 1833, V. =Von U.6 TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE- (NEW HARDIESHINGLE-) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091BCARC, 2006 20151BC1IRC and 20121BC (Basin WinE 3peetl, Veer'''') IRC (Ultimafo Deslwg�Wlntl speed, SheathingWeather Type Siding Fastarrer Typo Exposum and Fastener Location Height of Bung Exposure Cale o um Cate o B C B C 8 inch exposum 2 siding nails 9 inches from bud edge 0-15 126 89 163 115 20 126 89 163 115 40 105 85 136 110 60 100 129 7 inch exposure 2 siding nails 8 inches from butted a g 0-15 126 105 163 136 r Minimum /rcomp yang OSB sheathing complying wish OOC-PS 2-05 Min. 0.091 In. shank x , corn In. re x 7 /r in. long corrosion resistant siring Na0 20 126 100 163 129 40 121 95 156 123 60 116 89 150 115 6 inch exposure 2 acting nails 7 inches from brit edge 0.0 126 110 163 ISO 20 128 710 163 142 40 125 105 163 136 SO 1 126 1 95 163 i 123 5 Inch exposure 2 siding nails 6 Inches from buttedge 0-15 125 116 163 1 150 20 125 110 163 1 142 40 126 105 1 163 136 60 128 1 95 1 163 123 For S1:1 fool= 305 min,1 inch =25A mm,1 mph = OA4 Ms. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05:1=1.0, Kri=1, Kd = 0.85, GCpi = 0.18, GCp =-IA. 1V� = reminal design wind speed. 3Ve= ullmats design wind speed. Vind speed design assumptions per Section 30.4, of ASCE 7-10: Krt=1. Kd = 095, GGpi = 0.18, GCp =-IA. 52015and2012 ISO Section 1609.3.1. Eqn. 1633. V„a=V,n 0.6 TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLEr" (NEW HARDIESHINGLE1°r) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 20091BCARC, 2006 IBCARC (Basic Wmtl speed, Ve A6) 2015 IBCARC and 20121BC (Ultimate DesignInd Speed, Voo Sheathing Type Siding FastererTypa Weather Exposure and Fastener Location Haight of Building ure Cale o ure o B C B C r Minimum /re Inch thick OSB sheathing conpying wAh DOC-PS 2-95 Min. 0.091 in. shankx r 0.221 in. HD x 1 l2 in. long corrosion resislad siring Nail 8 inch exposure, 3 nails for shingles greeter than 8 in. wile, 2 nails for shingles 8 in. wide and nam mar, 9 inches from drip edge 0.75 Ila 116 150 150 20 40 1 171 0 00 110 11 0 1 42 142 1 42 142 60 95 129 129 7 iachexposurs 3 nailsforshingles greater than 8 in. wide, 2 rails for shingles 8 In. wide and nanpxer, 8 inchesfrom dip edge 0.15 126 126 163 163 20 121 121 156 156 40 110 110 142 142 60 105 105 138 136 6 inch exposure 3 nails for shingles greater than 8 in. wide, 2nwls forsNngles 8 in. wide and monomer. 7 inches from dip edge 0.I5 128 728 163 763 20 728 728 163 163 40 la 126 163 163 60 121 1 121 1 156 156 5 inch exposure 3 nals for shingles greater Man 8 in. wide,2nailsforshin9=In. wide and nanoer, 6 Inchesfrom di edge 0.15 728 12fi 763 163 20 12G 126 163 163 40 126 126 t63 103 SO 1 121 1 121 1 158 158 Final:1 foot= 305 arm,1 inch= 25A mm,1 mph = OA4 Ms. Wind speed design assumptions per Section 6.5, Method 2, ofASCE 7-05:1=1.0, Kt =1. Kd =0.85, GCpi= 0.18, GCp =-7A. 21/ e= nominal design wind speed. 2VW— ultimate design wind speed. 'Wind speed design assumptions per Section 30.4. of ASCE 7.10: Krt=1. kid = D.85, GCp1= 0.18, GCp = AA. 52015and207218CSectionl6D9.3.1,Egn.16-33, V„4=Vyn1f0_6 ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.orq 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (600) 942-7343 www.wameshardie.com i nfo0jameshard ie.com EVALUATION SUBJECT: HARDIESHINGLET°° (NEW HARDIESHINGLE) PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN® 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 HARDIESHINGLE" (NEW HARDIESHINGLE�) PANELS, HARDIEPLANK- LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLEw (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Code® (CBC) ■ 2016 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLEn (NEW HARDIESHINGLE) PANELS, HARDIEPLANK1e LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLEn (NEW HARDIESHINGLO) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17, and 17A, 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 Zane within State Responsibility Areas or any Wildland-Urban Interface Area requires installation in accordance with the 2015 International Building Code (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLET (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 master evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015 International Residential Code® (IRC) provisions noted in the master report. ICGESEvalmtion Repama wtwbewwtmedwrepmsent&gaestheter or any other aHri,duwtspecifimrlyaddressed, wrare they to be crosoued ^= as an endorsement of the mbject of the report or a recommeodaion for its use. There Ism svmsanty byfCCEWIuation Service, LLC eryrew or impW as to arty jlsdingor other matter in M& report, oral to any product covered by the report. y Fly`° Copyright 0 2018 [CC Evaluatlon Service, LLC. All rights reserved. Page 26 of 27 ESR-2290 I Most Virldely Accepted and Trusted Page 27 of 27 C4 r 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 2015 International Residential Code® (IRC) provisions of the master 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 International Wildland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued March 2018.