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HomeMy WebLinkAboutEVALUATION REPORTS ICC-ES EvaluatiaOUANINLUon Report BY E$R-2290* St. Lucie CoReissued March 2014 This report is subject to renewal March 1, 2016. www.icc'- es.ora j (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DM61ON: 06.00 00—WOOD. PLASTICS AND COMPOSITES Section: 0616 0"hea6ing DIVISION:.07 00 00=THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Lenient Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 923# (800) 942-7343w. www.aineshardle.com InfoAiames hardie:com EVALUATION SUBJECT: HARDIESHINGLE- (NEW HARDIESHINGLEO) PANELS; HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW_ HARDIESHINGLE's) INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: 0 2012, 2009 and 2006 International Building Code® (IBC) 0 2012, 2009 and 2606 Intemational Residential.Code® (IRC) Properties evaluated: ■ Weather protection ■ Structural . • Types I; 11,111; and IV (noncombustible) construction ■ Fire -resistance -rated construction ■ Thermal resistance .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 1, 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 HardieShingles)panels, HardiePlank"° (Cemplanks, PrevAlTmi and RF.Cs) lap siding,.Artisane Lap Siding, and HardieShingleTM (New HardiitShingles) individual shingles. The products comply with ASTM: C1186, as Grade It, Type A; have a flame -spread index of 0 and a smoke - developed index of 6 when tested in accordance with ASTM E84; and are classified- as noncombustible when tested in accordance '. with ASTM - El36. 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: .3.2, Siding: HardieShingleTM (New. Hard ieShingle®) panels; HardlePlank^! . (Cemplanks, Prevail' , and RFC®) lap siding, Artisans Lap. Siding, and HardieShingleTM. (New HardieShingles) individual shingles are supplied either unprimed or primed for' subsequent application of a compatible primer and/or eMedoi-grade to 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 HardieShinglba individual shingles are. offered in . two configurations: staggered�dge and square -edge; 3.3.Fasteners: Fastener type, size, spacing and installation method must be as shown in the tables of this report. Fasteners must be made from corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: We The maximum basic wind speeds for positive or negative transverse load. resistance of HardieShingleTM' (New Hardie Shingles) panels,.HardiePlankTM (Cemolanko, PreyailTM and RFCe) lap siding, Artisan Lap Siding, and HardieShingleTM' (New HardieShingles) individual shingles are presented in Tattles 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.jolisite 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 u0liiing it 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 2012 IBC Section *Revised May 2614 ICGESEwluadonEeporu are not to be wwnuedw repmennng oenhWer orany otheranrlbutes natspecifimtlfaddrwe4norarethryyWbemnswed �. asmendorsementofthesubkdofthereportorarecomm'endationforiUuse.Thereiseox a*bylCCEv.h,adon Service,LLC,'erpmsorimplied,ns to amfirdingorothermarterin this report, ora, to a4ptoduct eoveredbythe report Copyright 0 2014 Page 1 of 25 ESR- 2290 1 Most llydely Accepted an _ isted Page 2 of 25 1405.16; 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 HardieShingleTM (New HardieShingle') Panels: When installation is on wood or metal framing members, with or without wood structural panel sheathing, a water_ resistive barrier must be applied over the wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. The panels must be fastened in accordance with the provisions of Table 4 of this report. A'/e-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external comers; such gaps must be flashed in accordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking or covered with battens. Horizontal joints must be flashed with metal Z-flashing and occur over solid blocking or wood structural panel sheathing. 4.2.3 HardiePlank1° (CemplanO, 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-resisflve barrier must be applied over wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must occur over studs, except where the "off -stud splice device' is installed or where the planks are Installed to wood structural panel sheathing complying With the applicable code, and must be staggered on subsequent courses. Where the 'off -stud splice device" is installed, the splice device's bottom lip must be placed over the adjacent solid course of planks. The plank must then be fastened to the framing. with corrosion -resistant fasteners. The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint. Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturer's published gapping requirements and caulking application instructions; or (b) covered with an H-section joint cover, or (c) located over a strip of non - Perforated flashing complying with ASTM D226, Type I felt, or other approved flashing: Trim and comers must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A'/a-inch (3.2 mm) gap must be left at 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 Z-flashing and occur over solid blocking of wood structural panel sheathing. 4.2.4 Artisan® Lap Siding: When installation is on woad 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 HardieShingleTM (New HardieShingleo) Individual Shingles: When installed on wood structural panel sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11. 12, or 13 of this report. A water -resistive barrier in accordance with the applicable code must be applied over the wood - based sheathing substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the proper angle and to create a drip edge. The nominally 11/44nch-wide-by-'/4-inch4hick starter strip and a minimum 8'/4-inch-wide (210 mm) HardiePlankTM (Cemplank®, Prevail""', and RFCO) 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 lapof 1'/2 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of/4 inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edgges 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'/s-inch (3.2 mm) gap must be. left at locations where the shingle butts against door and window trim and at internal or extemal comers; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Mashing. 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 5/84neh-thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches r ESR- 22901 Most Widely Accepted at'. . , rsted Page 3 of 25 (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 men) 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 men), 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 '/rinchAhick (12.7 men), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch=vide (305 men) HardiePlank'M (Cemplank®, Prevail'"", and RFC®) lap siding lapped a minimum of 1'/4 inches (32 men). The t/2-inch-thick (12.7 men), 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'/rinch4hick (12.7 mm), Type X, water-resistant core - treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 men) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 men) on center along the perimeter of each board. The outer layer of 5/1e-inch.4hlck (7.5 rim), minimum 12-inch-wide (305 men) HardiePlankTM (Cemplank®, PrevailTM and RFC®) lap siding must be applied over the '/rinch-thick (12.7 men), Type X, water-resistant core - treated gypsum sheathing by attaching 11/2-inch-wide .(38 min) HardiePlankTM (Cemplank®, Prevail""', and RFC) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM' (Cemplank®; Prevail""', and RFC) la? siding applied horizontally with a minimum nominally 1/4-inch head lap, and fastening with a single 6d corrosion -resistant common nail driven through the lapped planks into each stud. The axial load must be the lesser of the following, provided structural consideration for axial, flezuial and bearing perpendicular -to -grain stresses is in accordance with ANSUAFBPA NDS-2010 ,for the 2012 I6C 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 f•/d of 33. 5.0 CONDITIONS OF USE The HardieShingleT (New HardieShinglee) panels, HardiePlankTM (Cemplank®, Prevail" and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle'M (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 manufacturers published installation instructions. In the event of a conflict between this report and the manufacturers instructions, this report governs. 5.2 HardieShingleT (New HardieShingle®) panels, HardiePlankTM LCemplanke, Prevail TM, and RFC) lap siding, Artisan Lap Siding, and HardleShingleTM (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 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 lntertek Testing Services, Inc. (AA-690): , • Cleburne, Texas • Peru, Illinois • Plant City, Florida • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas 6.0 EVIDENCE SUBMITTED Data in accordancewith the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (ACgO), dated June 2012 (editorially revised November 2013). M IDENTIFICATIONS Pallets of the JamesHardle Building Products, Inc., HardieShinglgT (New . HardieShingle) panels, HardiePlankTM . (Cemplank®, PrevailT"' and RFC) lap siding, Artisan® Lap Siding, and HardieshingleTM (New HaedieShingle®) 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). r� ESR- 2290 1 Most Widely Accepted an;. +' fisted Page 4 of 25 TABLE "TANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardiePlanko lap siding 4, 5'/4,6, 6'/s, T/:, 7%, 8, 8'/,,9/,, 9l2&12. 12, 14 feet 511. Artisan' lap siding, 51/4, 11/4,9/4 12, 14 feet 5/16 Cemplanle lap siding 04, 6, 0, 7%, 7112, 8, 8/i, 91/2&12 12, 14 feet shs Prevail'"' lap siding 04, 6, 6'4. T/j, 7'/2� 8, 12, 14 feet 5/16 8.4,9/2&12 RFC° lap siding 6%, 7%. 8'/4, 9/2 & 12 12, :14 feet 5/16' New HardieShingle 5-Inch exposure - - -- 48 14 Inches + /4. (square&staggered edge) New HardieShingle 7-inch exposure 48 1 i 15 /4, 95 /efnches + /4 (square & staggered edge) HardieShingle* panel 48 161nches 1 /4 (square & staggered edge): Hai dieShingle'!' panel 48 16. 19 inches 1/4 . •(half round). New HardieShingle° individual - 1 ' a 3 /z. 41h, 5 /z, 7„8 4 14 Inches 1 4 shingles 5-1nch exposure New HardieShingle® Individual 4'/1s. 5'/z. 6314, 7'/4, 10, 15'/4 Inches 1/4 shingles 74nch exposure " HaidieShingleTM Individual shingles 6, 8, & 12 18 inches .For Sli 1 Inch = 25.4 mm, 1 it = 305 mm. TABLE 2— W' and "It" VALUES FOR FIBER CEMENT PRODUCTS PRODUCT 'THERMAL THERMAL ACTUALTHERMAL ACTUALTHERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE2 RESISTANCE (INCH) .Ky�=(BTU/HR-Ff2pF)BNCH.. R=11Ke (K�) (R) 1.95 . 0;51 7.80 0:13 °!1a 2:07 0.48 6.62 0.15 For SI: '1 inch = 25A mm, 1 Btufh-it`-°F = 5.678 W/m2-I(. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR- 2290 I Most Widely Accepted ar.. ,ilsfed Page 5 of 25 TABLE 3-RAXIMUM BASIC WIND SPEED,(3second gust) (mph) 20121RC, 2009 2012 IBC ISCARC, 2006 (Utllorate Design IBCII (Basle Wnd Wind Wind Speed, rie Speed, V�ln EXPOSURE EXPOSURE FASTENER STUD BLDG. CATEGORY CATEGORY PRODUCT THIGH (IN.) FASTENER TYPE SPACING PRAMS TYPE SPACING HEIGHT (IN.) (IN.) (FT.) B C D B C D HardlaShingleTM Attached to7/,s 0-15 126 85 - 163 110 - 20 121 85 - 156 110 - (New shank shank '0.187- wood 7116'WSP HardieShingle®) +/4 HD x 1 /d long 13.75 structural attached to framing per Panel (straight or half ring anel code 40 105 85 - 136 110 round Installation) ail' sheathing only 60 95 - _ 123 - - 0.083' Attached' to 7/,s OA5 106 85 - 136 110 20 106 - - 136 - - Ha shank '0.18T - WOOd 7H6' WSP HardleShIngIe0) Ha i /� HD 13.75 structural l attached to 40 95 - 123" - el (staggers Panel (staggered , x 1 /z long framing per Installation) ring shank sheathing coda 60 85 - - 110 - - . nail only 0.090'o�� 10 0-15 158 143 130 204 185" •168 20 158 139 127 204 179 164 Hardi(New le"' shank wood wood 7H6' WSP (New " HaMlPanel , /4 '0215' HD 8 structuralpanel attached to 40 � 152 130 120 196 168 155 le®) long panel framing per Panel ing ring shank nett. sheathing code only 60, 143 124 115 185 160 148 0.090' Attained to /16 0-15 172 156 142 222 201 193 HardieShingle- shank wood 7/16'WSP 20 172 151 138 222 1g5 178 (New HardieShingleO) , /� ivy 215',HD P x long 6 sW .attached to framing per Panel ring shank panel el code 40 165 141 130 21.3 182 168 nail sheathing only 60 156 135 126 201 174 163 0.083' Nominate 2x4'or 0-15 168 137 116 217 177 150 20 168 137 116 217 177 150 " HardieShingle- shank Min. No. (New , /4 '0.187'. HD at each 20 ga. x 40 168 - 126 - 105 217 163 - " 136 HardieShingleO) x1'/{long stud' 3.62'x is Panel ring shank 1.375' 60 158 116 105 204 150 136 nail° Metal C stud -- 0.083' Nominal 2x4'or 0-15 " . 147 105 85 .190 136 110 20 137 100 85 177 129 110 HardieShingli- shank Min. No. (New , �' '0.187' HD at each 20 ga. x 24 40 126 95 - 163 123 - HardieShingle®) x 1'y long stud' 3.62 x Panel ringshank 1.375' 60 116 89 - 150 115 - nail' Metal "tud .For SI: 1 foot=305 mm, 1 Inch =25A mm, 1 mph =0.44 Ms. ' +Values are for species of wood having a specific gravity of DAD or greater. 2For application to metal framing members; fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfaste nail, ET & F No. AGS-100- 0150, head diameter =.0.313.in., shank diameter= 0.100 in., length = 1.51n: Metal studs must be maximum Fy = 33 ksi. 'For application to ASTM C90 concrete masonry unit wall, fasteners must be. either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM-144-0125, head-dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., 'shank diameter. = 0.15 in., length =1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 In., shank diameter = 6.144 In., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter= 0.30 in., shank diameter = 0.145 In., length = 1.25 In.) applied at the equivalent fastener or stud spacing. Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Ka= 1, Kd= 0.85, GCp= 0.18., 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/ ,d = nominal design wind speed. 7V,a= ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kz(=1. Kd = 0.85, GCpi = 0.18, GCp =-1 A. 920121BC Section 1609.3.1, Eqn. 16-33; Vd,d=V,a 40.6 r. ESR- 2290 1 Most Widely Accepted ar�y .'fisted Page 6of 25 TABLE 4-MAXIMUM BASIC WIND SPEED (mph)' 2012 IRC, 2009 2012 IBC IBC1lRC, 2006 ISCBRC (Ultimate Design (Basic Wind Speed, Wind S,opeed, PRODUCT EXPOSURE EXPOSURE - PRODUCT DIMENSION IN. FASTENER TYPE FASTENING METHOD FRAME TYPE u STUD SPACING (IN.) BUILDING HEIGHT (FT.) CATEGORY - CATEGORY _ THICK. WIDTH B C D B C D Min. No. 0-15 168 168 147 217 217 190 HardlePlank® '!rs 4 E 0.10000- " 1. 1.5' x 0.25' HD Face Nailed 20 go. x 3.62' 1.375' Metal 16 . 20 168 16.8 ' 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 Cswd Min. No' 0-15 168 168 147 217 217 190 HaMlePlank® 5/1s 6 ETBF pin 0.10D" iS x0.25'HD Face Nailed 20 go. x 362' 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 HardlePlanke '/ra 6% ETBF Pin 0.100" 1.5' x0.25'HD Face Nailed 20 go. x 3bT375 . Metal Metal 16 20 168 168 137 217 217 177 40 - 168 158 137 217 204 177 60 1 168 1,147 126 1 217 1 190 1 163 Cstud Min. No. 0-15 168 1 158 126 217 204 163 HardlePlanke °/,e r 7 /i °r 7 /' ETBF Pin 0.100--1.S x 025' HD Face Nailed 20 go. X 3'6Y Metal 16 20 168 - 147 126 217 190 163' 40 168 137 121 211 177 156 60 168 126 116 217 163 150 C-stud Min. No. -0-15 168 147 126 217 190 163 HardlePlank® '/,a 8 ETBF pin 0.100" 1.5' x 025' HD Face Nailed 20 gx a. 1.37 1.375 Metal 16 20 168 147 126 217 190 183 40 168 137 116 217 177 150 60 168 126 105 217 163 136 Cswd Min. No. D-15 - 168 147 126 217 190 163, HartliePlank° '/r0 8'1. ETSF pin 0.100" 1.5' x 0.25' HD Face Nailed 20 ga. x 3.62" 1.3 Metal Mewl 16 20 168 147 116 217 190 150 40 168 131 116 217 169 150 60 158 126. 105 204 163 136 "tud Min. No. 0-15 168 137 116 217 177 150 -HardlePlanke °/re s 1pr 912 ETBF pin 0.100" 1.Y x 025' HD Face Nailed 20 go. x 3.62' 1.375l 16 20 168 137 116 217 177 150 40 158 126 105 204 163 136 60 - 147 116 105 196 150 136 C-stud Min. No. 0-15 145 131 119 187 169 154 HardlePlanke '/re 12 ETBF 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 -C-stutl Min. No. 0-15 160 137 116 207 177 150 HatdiePlank° 'ha 4 ETBF 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 40 159 121 105 199 156 _ 136 60 145 116 100 187 .150 129 Cstud Min. No. 0.15 160 137 116 207 177 150 HaNlePlanke '/re 6 ETBF pin 0.100'-1S x 025' HD Face Nailed 20 gx a. 3.62" 1.375' Metal 24 20 160 137 116 207 .177 150 40 154 121 105 199 156 136 60 145 116 100. 187 150 129 C-stutl TABLE 4--MAXIMUM BASIC WIND SPEED .(mph)3(Continued) 20121RC, 2009 20121BC IBCIIRC, 20061BCBRC (Ultimate Design (Basic wA Speed, Wind Speed, V-d ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE+ FASTENING METHOD2 - FRAME TYPE" STUD SPACING (IN.)B EXPOSURE CATEGORY EXPOSURE - CATEGORY THICK WIDTH C D B C ' D Min. No. 160 137 116 207 177 '150 HardiePlanke °/+s 6+l4 ET&Fpin 0.100'"HD x 0.25" HD Face Nailed 20 ga. x 1.37 ' 1.3tal Metal 24 Tol 160 126 110 207 163142 147 121 105. 190 156 136 137 116 95 177 150 123 '.C-stud Min. No. 160 116 100 207 150 129 HaN /+s +or .7% pin .100iePlank x 0.25' HD Face Nailed 20 ga, z 1 375' Metal 24 20 158 116 96 204 160 123 40 137 105 89 17 7 138 115 60 126 95 89 163 123 115' C-stud Min. No. 0-15 160 116 95 267 150 123. HaNiePlank® s/+e 8 ET&Fpin 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 85 163 123 116 C-stud Min. No. 6-15 158 116 95 204 150 123 HardiePlanke a/+g 8+/. Ef&F pin 0.100'"1.5' x025'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 'BS 163 123 110 "tud Min. No. 0-15 147 105 85. 190 136. 110 HaNiePlank A. +or 9+/2 x025'HD Fece Nailed 20 ga.,x x 13tal Metal 24 20 .147 105 85 . . 190 136 _ 110 40 126 95 85 163 123 110 60 126 95 - - 163 123 C-stud Min. No. 0-15 106 96 87 137 124 112 HardiePlanke s/+s 12 ET&F pin 0.100" 1.5' x 0.25" HD Face Nailed 26 ga: x 3.62" 1:375" Metal z4 20 106 93 85 137 120 110 46 102 87r1605 132 112 - 60 96 -124 - - Cstud 0-15 158 126 204 163 136 HaNiePlank® s/�s 4 ET&Fpin, 0.100'"1.5' Blind Nailed Min. No. 20 ga'x 1.62''x0:313'HD 1.375' 16 20 158 121 204 156 '129 40 147 110 190 142 123 60 137 105177 136 123 0-15 158 126 105 204 163 136 HaNiePlank® °/+s 6 ET&Fpin 0:100" 1.5' i 0.313' HD Blind Nailed Min. No. 20 ga. x 3.621.376' 16 20 158 121 100. 204 . 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 168 116 106 217 150 129 HaNiePlank° 5116 6+l� ET&F pin 0.100"' 1.5' k 0.313'HD Blind Nailed Min. No. 3. ga. x 62' " 1.375' 16 20 158 116 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 s/+e 7712 ET&Fpin 0.100"F:ePlmle x0.313'HD Blind.Nailed Min. N o. 362'x 1.375' 16 20, 137 100 85 177 129 110 40 121 89 - 156 115 - 60 110 85 142 110 - ' ESR- 22901 Most Widely Accepted an, , Isted Page 8 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED .(mph)5(Continued) 20121RC, 2009 2012 IBC IBCIlRC, 2006 IBCJIRC (Ultimate Design (Basic Phnd Speed, V..a ) Wing speed, v.5 ) PRODUCT PRODUCT DIMENSION IN. FASTENER FASTENING METHOD FRAME TYPE' STUD SPACING 00 BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE .CATEGORY THICK. WIDTH B O D B C D 0-15 - 137 95 85 177 123 110 HaMiePlank° s/,e e ETBF pin ' 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 20 go. x 3.62' 1.375' 16 20 126 95 - 163 123 40 116 85 - 15D 110 - 60 105 85 136 110 - 0-15 137 95 - 177 123 - HaMiePlank° 5/16 e'l. ETBF pin 0,100" 1.5' x0.313'HD Blind Nailed Min. No. 20 ga.,' 3.6Y 1.375+ 16 20 126 95 - 163 123 - 40 116 85 - 150 110 - 60 105 - - 136 - - 0715 158 110 95 . ' 204 142 123 HaMiePlank° 5/15 4 ETBF 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 BS . 163 123 110 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 HdrdiePlank® 5/16 6 ETBF pin 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 20 go. x 3" 1.375' 24. 20 147 105 a5 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110. HaMiePlank° 5/15 61/. ETBF pin 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 20 ga. x 3.62" 1 375' 24 20 137 16B 85 177 129 110' 40 P128 95 - 163 123 - 60 105 89, - 136 115 0-15 137 95 85 177 123 110 HaMiePlank° 5/,5 7 /tor 7 /' ETBF pin 0.100°' 1.5' k 0.313' HD Blind Nailed Min. No. 20 ga. x 1.375' 24 20 126 95 - 163 123 - 40 116 85 150 110 - 60 105 '85 - 136 110 - - 0-15 126 85 - 163 110 - HardiePlank° 5116 8 ETBF pin 0.100-1.5' x0.313'HD Blind Nailed Min. No. 20go. x 3.62'• 1.375' 24 YO 116 85 - 15D 110 - 40 100 - - 129 - - 60 95 - 123 - - 0-15 116 - 150 - - HaMiePlank° 5/1. 8'/. ETBF pin 0.100" 1.5' x 0.313' HD Blind Nailed Min. No. 3. ga. x 62" 1.375' 24 20 105 - - 136 - - 40 95 - - 123 - - 60 85 - - 110 - -. 0-15 170 170 163 219 219 210 HaMiePlank° 5/,. 525 6d , common Few Nailed Through plank overlap 2X420 mod o 16 16 - 170 170 159 219 219 205 170 162 149 219 209 192 60 170 155 144' 219 200 186 0-15 170 160 145 219 207 187 HaMiePlank° °/,5 6.25 common . Face Nailed Thmugh plank overlap 2X4 wood 16 20 170 156 142 219 201 183 40 169 145 134 218 187 173 60 160 139 129 207 179 167 ESR-2290 1 Most. Widely Accepted are, -. ,,fisted Page 9 of 25 TABLE 4-41AXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2009 IBCl1RC, 2006 IBC1IRC (Basic Wind Speed, 201218C (Ultimate Design Wind Speed, PRODUCT PRODUCT-- DIMENSION IN. FASTENER TYPE'' FASTENING METHOD' FRAME TYPE'•6 STUD SPACING (IN.) BUILDING HEIGHT '(F7.) EXPOSURE - CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D 8 C D HaMiePlaaks 6/re 7.25 6d , common Face Nailed Through plank oved_ap 4 wood 16 0-15 161 146 133 208 188 172 20 161 142. 130 208 183 168 40 155 132 122 200 170 158. 60 146 127 118 188 164 152 '/r6 7.6 common' Face Nailed Through overlap wwA16_plank 0.15 158 143 130 204 185 188 139 127 .204 .179 164HatdiePlanks 151 129 120 19.5. 167. 155 143 124 115 185 160 148 HaNiePlanks '/r6 8 6drThrough Face Nailed plank overlap, 2X4 wood146 16common E20158 152 138 125 196, 178 '161 152 134 122 196 .173 158 125 115 188 161 148, 60 138 120 111, 176 155 143 HaralePlanks 1/16 6.25 common' ' Face Nailed Through overlap 2X4d wood 16 0-15 149 135 123 192 174 159 20 149 131 120 192 166 155 40' 143 122 .113 185 158 146 60 135 11.7 109 174 151 141 HardiePlanke '/ra 9.25 fiE r common Face Nailed Through plank ovedap wood we 16 0-15 139 127 115 179 164 148 20. 139 123 . 112 179 159 145 40 134 1 114 106 173 147 137 60 127 110 102 164 142 132 kardiePlanks 5/16 9.5 6d i common' FaNailed' Thce rough plank overlap 2X4 wood IS 0-15 137 125 113 177 161 146 20 137 121 111. 177 156 143 40 132 113 104 170 146 134 60 125 108 100 161 139 129 Hardiekanks 'q6 6.25 - � enr Face. Nailed Through plank ovedap - 4 wood 24 0-15 161 146 133 208 188 172 20 161 142 130 208 183 '168 40 155 132 _ 122 .. 200 170 168 60 146 127 118 188 164 152 HardiePlanks °/ra 6.25 common' Face Nailed Through plank overlap �d 24 0-15 144 131 119 186 169 154 20 144 127 116 186 164 150 40 138 118 109. 178 152 141 60 131 113 105 169 146 136 HaMiePlanks 5/16 7.25 6tl r Common Face Nailed Through plank overlap 4 WOOd 24 0-15 .131 119 108 169 154 139 20 131 116 166 169 150 137 40 126 108 100 163 139 129 60 119 103 96 154 133. 124 EH.,diePl.nle 6/r6 7.5 6d r common Face Nailed Through plank overlap wood oo 24 0-15 129 117 106 167 151 137 20 129 114 104 167 147 134 40 124 106 98. 160 137 127 60 117 101 94 151 130 121 ESR- 22901 Most Widely Accepted an = +"sted Page 10 of 25 TABLE "AXIMUM BASIC WIND SPEED.(mph)' (Continued) 20121RC, 2009 IBCIIRC, 20061BCIIRC (Basle Wind Speed, V�uss) 20121BC (Ultimate Design Wind Speed, Yo111) -- PRODUCT PRODUCT DIMENSION IN. FASTENER - TYPE+- IN FASTENING METHOD' FRAME 7ypip STUD SPACING (IN.) BUILDING HEIGHT" (FT.) EXPOSURE CATEGORY . EXPOSURE CATEGORY THICK WIDTH B _ O D B C O ° HardiePlank- - s ha - 8 6d common' - Face Nailed Through plank overlap 2X4 me 24 0-15 124 113 102 160 146 132 20 124 109 100 160 �141 129 40 119 102 94 154 132 121 60 113 98 91 146 127 117 HardiePlank° 5/1. _ 8.25 ad Face Nailed Through plank overlap 24 0-15 122 111 100 158 143 129 20 122 107 98 158 138 127 . 40 117 100 92 151 129 119 60 - 11] 96 89 143 424 115 HardiePlank° 5/16 9.25 ad Common' Face Nailed Through plank ovedap wood Woo 24 0-15 114 163 94 147 133 121 - 20 114 100 92 147 129 119 40 109 93 86 141 120 111 66 103 90 - 133 116 HardiePlank° 5/16 95 6d 1 common Face Nailed Through - plank ovedap 2X4 Wood 24 0-15 112 102 93 145 132 120 20 112 99 96 145 128 ' 116 40. 108 92 - 139 119 - 60 102 as - 132 114 - - HardiePlank° 5/16 525 ad common Face Nailed Through plank ovedap mod' 16 0-15 170 170 170 219 219 219, 20 170 170 170 219 219 219' 40 170 170 170 219 2.19 219 SO 170 176 170 219 219 219. HardiePlank° 1/1. 625 ad common Fees Nailed Through plank overlap wA 16 0-15 170 170 170 219 219 219 20 170 170 170 219 219 219 40 176 170 161 219 219 208 60 170 168 156 219 217 201 HardiePlank° '/,a 7.25 ad common Few Nailed Through plank ovedap 16 0-15 - 170 170 160 219 219 207 20 170" 170 157 219 219 203 40 170 166 147 219 207 till 60 170' 153 142 216 198 183 HardiePlank° 1116 7.5 ad common Face Nailed' Through plank ovedap 2X4 Wood 16 0-15 170 170 157 219 219 203 20 170 166 154 219 217 199 40 170 157 145 219 203 187 60 170 150 139 219 194 179 HardiePlank° ' 1/16 8 ad common Face Nailed Through plank ovedap 2X4 wood 16 0-15 170 167 ' 151 219 216 195 20 - 170 - 162 - 148 - 219 206 191 46 176 - 151 139 219. 195 179 60 167 144 134 216 �186 173 HardiePlank° 511. 8.25 ad common Face Nailed Through plank ovedap 7X4 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 t - ESR- 2290 1 Most Widely Accepted an ,}'sted Page 11 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED.(mph)3(Continued) 2012IRC,2009 IBCORC, 20061BCBRC (Basic Wind Speed, v 3A.12 2012IBC. (Ultimate Design Wind Speed, Y 1 11) ue PRODUCT PRODUCT DIMENSION IN: - FASTENER TYPE' - FASTENING METHOD FRAME TYPE" STUD SPACING ON.) BUILDING HEIGHT (FT.) EXPOSURE 'CATEGORY - 'EXPOSURE' CATEGORY THICK WIDTH B C D B G D ®, HaMiePlank s 116 925 8d common Face Nailed Through plank ovedap 2X4 tv00d 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 HardiePlanks 6/16 9.6 8d common Face Nailed ' Through plank'overlap 2X4 wDod 16 0-15. 166 151 137 214 195 177 20 166 146 134 214 168 173 40 156 136 .126 265 176. 163 60 151 131 121. 195 169 166 - HardiePlanke 5/16 5.25 8d common Face Nailed, Through plank overlap 2X4 vrood 24 0-15 160 145 �132 207 187 -170 20 ,160 141 129 207 182 167 40 154, 131 121 199 169 156 60 145 126 117 187 163 151 HardiePlanke 5/1. 6.25 8d common Face Nailed Through plank overlap 2X4 mod 24 d 160 145 132 207 187 170 20 16.0 141 129 207 182 167 46 154 131. 121 199 . 169 156. 60 145 126 117 187 .163 151 HardiePlanke 5116 7.25 8d common Face Nailed Through .plankovedap 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 18.6 161 160 HardiePlanke 5116 7.5 8d common Face Nailed Through plank o'vedap 2X4 WOOd 24 0-15 156 141 128 201 182 165 20 156 137 125 201 177 161 46 150 128 118 194 165 152 60 141 123 114, 182 159 147 HardiePlanke 5116 8 8d common Face Nailed Through plank ovedap 2X4 mod mod40 24 0-15 156 136 123 194 �176 159 20 150 132 121 194' 170 '156 144 123 113 186 159 146 60 136 118 109 176 152 141 HardiePlanke 5/16 8.25 8d common Face Nailed Through plank overlap 2X4 mod 24 0-15 147 134 121 190 173 156 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 160 139 HardiePlanks 5/16 6.25 8d common Fats Nailed Through plank overlap 2X4 14Ood 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 HardiePlanka 5/16 9.5 Sd common Face Nailed Through plank overlap 2X4 mod40 24- 0-15 136 123 112 176 159 145 20 136 120 109 176 155 141 130 111. 103 ,i68 143 133 60 123 107 99 159 138 128 ESR-2290 [Most Widely Accepted art'.., tsted Page.12 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED.(mph)' (Continued) 20121RC, 2009 20121SC IBCSRC, 20061BCIIRC (Ultimate Design (Basic Wind Speed, Wind Speed, m Yet 1+1 " PRODUCT - PRODUCT DIMENSION IN. _FASTENER TYPE .- FASTENING METHOD' FRAME TYPE"' - STUD SPACING ON.) - BUILDING HEIGHT (Fr.) -EXPOSURE CATEGORY. EXPOSURE CATEGORY THICK WIDTH B C D B C D HardiePlanko '/+e 4 No. 8 18, 1% long x 0.323HD ribbed bugle head screw Face Screwed Min. No: 20 ga. z 3.62" 1.375" Metal C- stud 16 0-15 168 168 137 '217 217 177 20 168 - 158 137 217 204 177 . 40 168 147 131 217 190 169 60 168 137 126 217 177 163 HardiePlank ® e /+e '6 No.8-18, 1 'le long x bbed HD ribbed bugle' head screw Face Screwed Min. No. 20 ga. x 3:62"; 1.375' i6 0-15 168 168, .. 137 217 217 177 20 168 166 137 217 204 177 40 168 147 � 131 217 190 165- 60 168 137 . .126 217 177 163 HardiePlanke '/+e s'/. 1 z/e long x 0.323' HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62"' 1.375' 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 . 177 40 .168 147 126 217 190 163 66 168 137 121, 217 '177 166 ® HerdiePlank. e /+e + 74 or 7+/2 No. 118,. 1 °/e to. HD ribbed bugle head screw Face Screwed Min. No. 20ga.x 3.62"' 1.375' 16 0-15 168 147 126 217 .190 '163 20 168 147 121. 217 190 156 40 168 131 116 217 169 150. 60168 126 105 217 163 136 HardiePlanke '/,e 8 No,8-1$ 16/e lon9x 0.323' HD ribbed bugle head screw Face Screwed Min. No. 20 ga.x 3:62" 1.375' 16 g-15 168 147 126 217 190 163 20 168 147 121 217 190 156' 40 168 131 116 217 169 150 60 158 1.26 105 204 .163 136 -HardiePlanke '/re 8+4 No. 1-18, 1 s/e' long x 0.323" HD ribbed bug[ head screw Face Screwed Min. No. 20 ga. x 3.62"' 1.375' 16 0-15 168 147 126 217 190 163 20 168 137 121 . 217 177 156 40 168 131 116 217 169 950 60 158 121 105, _ 204 156 136' HardiePlank a s J+e + 914or 9+/2, No. B-18, Ts/e bngx 0.323"HD ribbed tingle head Screw Face 'Screwed Min. No. 20 ga.x 3.62". 1.375' 16 0-15 168 137 116 217 177 150 20 168 131 110. 217 169 14.2 40 158 121 105 204 156 136 '0 i47 116 100 iso 150 12s HardiePlanke e/+e 12 No. 7-18, 1 % long x 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62"' 1.375' 16 0-15 168 126 105 217 163 136 20 168 121 95 217 156 123 40 137 110 95 177 142 123 60 137 105 89 i77 136 115 HardiePlank® 5 /16 4 No- 8-18, 1 '/a long z 0.323" HD ribbed bugle head screw Face Screwed Min. No. 20 go. x 3.62"' 1.375' 24 0-15 160 137 416 207 177 150 20 160 137 116 - 207 177 156 40 155 126 110 200 163 142 60 145 116 105 187 156 136 0-15 160 137 116 207 177 150 HardiePlank° '/+e 6 ,No - No. B-18, long x 0.323+HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" 1.375' 24 20160 137 116 207 177 150 40 154 126 110 199 163 142 60 145 11.6 105. 187 150 136 ESR- 2290 I Most Widely Accepted an. _ 2sted Page 13 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED (mphf (Continued) 20121RC, 2009 2012 IBC IBCBRC, 20061BCRRC (Ultimate Design (Basic Yg dSpeed, VW`d Speed, PRODUCT PRODUCT DIMENSIONIN. FASTENER TYPE FASTENING METHOD' FRAME TypE'a STUD SPACING (IN.) EXPOSURE CATEGORY. EXPOSURE- CATEGORY THICK WIDTH B C D 6 C D HardiePlahk° 5/1e 6'4 No. B-18, 1- 5/e bngx 0.323'HD heads bugle head screw Face Screwed MIn. No. 20 ga. x 3.62" 1 375, 24 T6O 160 145 116 20-1 187 150 160 141 110 207 162 142 154 131 105 199 169 136 145 126 100 187 163 129 HaidiePlank ° 5 he TI or 7}12 No. 8-18, 1- 5.3 long x bbed HD dead, bugle' headecrew Face Screwed 20 ga. x 3.62" 1.375' 24 0.15 160 126 105 207 163 136' 20 160 121 105 207 ,156 136 40 147 110 95 190 142 123 60 137 105 95 177 1 136 1 123 HardiePlank° 5/1e 8 No. 8-18, 1- 5le bngx 0.323' HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" 1.375' 24 0-15 160 126 105 267 163 136 20 160 121 100 207 156 129 40 '147 110 95 160 142 123 60 137 105 89 177 136 115 - HardiePlank ° 1/ re 8l5 No. 8-18, 1- %e bngx 0.323' HD ribbed bugle head screw Face Screwed 20 ga. z 3.62"; 1.375' 24 0-15 160 121 105 207 166 136 20 160 121 100 207 156 129 40 137 105 95 177 136 123 60 131 100 89 164 129 116 _ HardiePlank° 5/rs 9 li or 9 /q No. 8-18, 1- 5/e bngx 0:323' HD ribbed bugle head screw Face Screwed Min. No. 20 ga. x 3.62" 1.375' 24 0-15 158 116 - 95 - 204 - 150 123 - 20. 158 110 95 204 142 123 40 137 100 89 177 129 115 60 126 95 85 163 123 110 0-15 168 152 138 217 196 178 HardiePlank° Slre ¢25 No. 11 auge 125"1 onq roofing nail Blind Nailed Through top edge of plank 2x4 16 20 168 148 135 217 191 174 46 161 138 127 208 17B 164 60 152 132 123 196 170 159 0-15 150 136 124 194 176 160 Hardi6Plank° She 625 No. 11 gauge, 125' long roofing nail Blind Nailed Through lop edge of plank 2x4 16 20 150 132 121 194 176 156 1 46 144 123 114 186 159 1 147 60 IN 118 110 176 152 142 0-15 137 124 113 177 160 146 HardiePlank° °ire 7.26 No. 11 1 gauge, S long roofing nail Blind Nailed Through lop edge of plank 2 x 4 16 20 137 121 110 177 156 ' 142 40 132 112 104 176 145 134 60 124 108 100 160 139 129 0-15 134 122 Ill 173 158 143 Hardieplank° 5/55 7.5 No. 11 gauge, 126'long roofing nail Blind Nailed Through,top edge of plank 2x4 16 20 134 118 108 173 152 139 40 129 110 162 167 142 132 60 122 106 98 158 137 127 0-15 129 117 106 167 151 137 HardiePlank° e/15 8 a. 11 gauge, a g 125' long roofing nag Blind Nailed Through lop edge of plank 2 x 4 16 20 129 114 104 167 147 134 40 124 7106 98 160 137 127 60 117 1 102 94 151 132 121 ESR- 2290 [ Most Widely Accepted an sted - Page 14 of 25 TABLE 4-41AXIMUM BASIC WIND SPEED .(mplif (Continued) 20121RC, 2609 2012JBC IBC6RC, 20061BCBRC (Ultimate Design (Basle Wind Speed, Wind S °d, V.n o, PRODUCT PRODUCT DIMENSION IN. FASTENER TypE' FASTENING METHOD' FRAME TYPE''° STUD SPACING - (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B 1 C D B C D 0-15 127 115 105 164 148 1.36 HardiePlahko 5/16 825 No. 11 gauge, 125' long roofing nail Blind Nailed Through top edge of plank 2x4 16 20 127 112 102 164 145 132 40 122 - 104 96 158 134 124 60 115 100 93 148 129 120 0-15 119 108 98 154 139 127 HaMiePlanke '/re 925 No. 11 gauge, 1.25' long roofmgnail Blind Nailed Through lop edge of plank 2x4 16 20 119 105 96 154 136 124 40 114 97 90 147 125 .116 60 108 93 87 139 120 112 0-15 117 106 96 151 137 124 HardiePlanko 1/1. 9.5 No. 11 gauge, 1.25 long roofing nail Blind Nailed Through top edge of plank 2 x 4 16 , 20 117 103 94 151 133 121 40 112 96 88 145 124 114 60 106 92 85 137 119 116 0-15 137 124 113 177 160 146 HardiePlanko 1/1. 5.25 No.gauge, e, 125'eong roofing5*long Blind Nailed Through top edge of plank 2x4 24 20 137 121 110 177 156 142 40 132 112 104 _ 170 145 134 60 124 108 100 160 139 12s 0-15 12.2 111 101 158 143 130 HardlePlanko 6/16 6.26 No. 11 1 gauge, roofing nail Blind Nailed Through top edge of plank 2 x 4 24 20 122 108 99 158 139 128 40 118 100 93 152 129 120 60 111 96 90 143 124 116 0-15 112 101 92 145 130 119 HaMiePlanke '/re 725 au a gauge, 1 2S9ong roofing nail Blind Nailed Through top edge of plank 2x4 24 20 112 99 90 145 128 116 40 107 92 - 138 119 - 60 101 88 - 130 114 - 0.15 110 99 90 142 128 116 HardiePlanko s/ a 7 5 No: 11 gauge, 12S lung - roofing nail Blind Nailed Through top edge of plank 2x4 24 20 110 97 88 142 126 114 40 105 60 - 136 116 - 60 99 86 _ 128 111 - 0-15 1016 98 87 137 124 112 HardlePlanke 6/r6 8 No. 11 1gauge,g reefing Bail Blind Nailed Through top edge of plank 2x4 24 20 106 93 137 120 - 40 101 87 - 130 112 - 60 96 - 124 - - 0-15 104 94 85 134 121 i10 HaMiePlanko 5/16 8.25 No. 11 gauge, gaugee, roefin fin longg nail Blind Nailed Through top edge of plank 2x4 24 20 104 91 - 134 117 - 40 99 e - 128 - - 60 94 - - 121 - - 0-15 97 88 - 125 114 HaMlePlanko '116 9.25 No. 11 gauge, 125- long mofing nail Blind Nailed Through top edge of plank 2x4 24 20 97 85 - 125 110 - 40 93 - - 12o - - 60 88 - - 114 - - /I. —11 ESR- 2290 1'Most Widely Accepted an -_ ;sted Page IS of-25 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 20121BC IBcnRC, 2006 IBCBRC (Ultimate Design (Basic Wind Speed, ytl Ab3) Wind Speed. v." 0.11) - PRODUCT PRODUCT DIMENSION IN. FASTENER Type FASTENING METHOD' FRAME TYPE,, STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY - EXPOSURE CATEGORY THICK. WIDTH B C D B C D 0-15 95 87 - 123 112 HardiePlanke 5/1. 9.5 No. 11 gauge; 125' long roofing nail Blind Nailed Through. top edge of plank 2x4 24 20 95 - - 123 - 40 92 - - 119 - - 60 87 - - 112 - - 6-15 170 170 169 219 219 218. HeNiePlapke 5/16 5.25 No. 11 guage, 1.75 inch long Nofing Nail Blind Nailed Through top edge of plank 2 x 4 - 16 20 170 170 165 219 219 213 40 170 168 155 219. 217 200 60 170 161 150 219 208 194 0-15 170 166 151 219 214 195 HaNieBlanke 5!16 6.25 No. 11 guage, to :75 Inch long, 'roofing Nail Blind Nailed. Through top edge of plank 2 x 4 16 20 170 161 147" 219 208 190 40 170. 150 139 219 194 179 60 166 144 134 214 186 173 0-15 167 152 138 216 196 178 HadlePanke 511. 7.25 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2 x 4 16 20 167 147 135 216 190 174 40 160 137 127 207 177 164 60 152 132 122 196 170 158 0-15 164 149 135 212 192 174 HardiePlanke '/1e 7.5 No. 11 guage, 1.75 Inch roofingNNail a Blind Nailed Thmugh top edge otplank 2x4 16 20 164 144 132 212 186 170 40 157 134 124 203 173 . 16.0 60 149 129 120: 192 167 155 0-15 157 143 130 203 185 168. HardiePlanke 5/t6 8 guage, Inchlong No. 11 Nail roofng Nnch Nailed Through top ed a of plank edge 2x4 16 20 157 139 127 203 176 164 40 161 129 119 195 167 164 60 - 143 124 115 185 160 144 0-15 155 140 128 200 181 165 HaNlePlanke 5/16 825 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through top edge of plank 2x4 16 20 155 136 125 200 176 161 40 146 127 117 191 164 151 60 140 122 113 181 158 146 0-15 145 131 116 187 169 154 HardiePlanke 5/15 9.25 No. 11 guage, 1.75 Inch long roofing Nail Blind Nailed Through lop edge of plank 2x4 16 20 145 128 117. 187 165 151 40 139 119 110 179 154 142 60 131 114 106 169 147 137 0-15 143 129 118 165 167 152 HardiePlanke 6/18 95 No. 11 guage, 1.75 inch longroofing Nail Blind Nailed Thmugh. top edge of plank 2x4 16 20 143 126 115 185 163 148 40 137 117 108 177 151 139 60 129 112 104 167 145 134 _ 0-15 160 14.5 132 207 187 170 Planke FH 5115 5.25 No. 11 guage, 1.75 Inch long roofing Nag Blind Nailed Through top edge of plank 2 x 4 24 20 160 141 129 207 182 . 167 40 154 131 121 199 169 156 60 145 126 117. 187 163 151 ESR-22901Most.WidelyAcceptedan ._-_sled TABLE 4-111AXIMUM BASIC WIND SPEED.(mph)5 (Continued) 20121RC, 2009, 2012 IBC IBCORC; 20061BCIIRC (Ultimate Design (Basic Wind Speed, Wlnd Speed, • �. V„er r11 . PRODUCT PRODUCT'' DIMENSION IN. FASTENER TYPE' - FASTENING METHOD FRAME TYPEr� - - ' STUD SPACING - (IN.) BUILDING HEIGHT (FT.) 'EXPOSURE'' CATEGORY. - 'EXPOSURE ..CATEGORY THICK WIDTH B C D B C • D 0-15 150 136 123 194 176'159 HariePlanke °/i5 fi.25 No. 11. 9uage,1.75 inch long roofing Nail Blind Nailed Through, top edge of plank - 2x4 24 20 -ISO. 132 120 194 170 . .155 40 143 123 11.3 185 15.9 • .146 SO 136 _ 118 109. 176 .162 '.141 •0-16 136 124 •112 176'. 160. '145: HaNiePlank o . 5 /r5 725 No. 11 guag, . e175 r inch long ioofing Nail Blind Nailed 7hroughlop edge of plank 2z4, 24 20 136 120 110 176 ' .155 142 " ; 40 131 112 . 103 169 145 . :133 60 ..124 . 107 100- .160' 138. 129 0-15 -134 121" .110" 173 156 142� HaNiePlanke 5/ 5 75 No. 11 guage, 1.75 Inch long. roofing Nail Blind Nailed. Through top edge of plank 9 2 x 4 24 20- 134'..116 108. " 173 ,152 139 ' 40 125 : 110 . 101 165 142 130 60 121 105 98 156 .136 '127 " ..6-15 129• 117 106 167, 161' 137 • ,HaNiePlanke . 5/w g. . Na: 11 9Inch to g ink long goofing Nail Blind Nailed Through top 'edge of plank 2 z 4 24 2D 129 113. • 104_ 167 146 134 40 " 123 ' 106 :97 _ ; 159 . 137' 125 . 60 .117 101 .. 94 151 130 121 6-15 126 115 104 163'. 148 134: HaNiePlanke 5/,a 825 No. 11 guage; 1.75 -inch long roofing Nail Blind Nailed Through lap Through edge of.plank - 2x4 24 26 ' 126 111 . 102 . 163 143 132 " .40' - .121 104 . 96 158; 134 124 . 60 115. 99 92, 14.8 - '128 119 • 0-15 118 107 .97. 152 138 125 HaNiePlanke sly - sz5 1. No. 1.75 9Inch ge. long Inch ng- rbbfing Nall Blind Nailed Throughtop etlge of plank, 2x4 24 20. 118 1" 95:; 152- ;134 123' 46 113 .97 '90 146 125. 116 - 60 107 93 ' 86 138 126 911. 0-15 116 106 96 '150 137 124 . ' HardieFlanke - 5/la 9.5, No. 11 9uega,'1.75 • inch long roofing Neil . Blind Nailed Through too edge of plank 2x4 24 20 116 103 94 • _ 150 i 133 _ 721 40 112 95_ .88 145. IM 114. 60 '166 92 85 . 137 118 110 No.6 x1% Min. No. 0-15 168 168 137 217 2'17: _ 17T HardiePlank® 5/ra q In. long z 0.375 in. HD ribbed waferhead •Blind Screwed - 20 ga. x 3.62"x 1.375' Metal G 1fi 20 186' ,159 137 217, 204 177 q0 168 147 928 217 180 163 . 60 168 .137 121 217 177 _ 156 screws stud r, . No. 8 is 1./� o Min. No: 0-15 168 168 '. .137 217 217 177 HaNiePlanke s - /rs 6 Ini long x- 0375 in. a rihead wa(erhead Blind Screwed 20 ga. x 3.62' x Metal C- 1tal 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 k 1 /� Min. No.. 0-15• .168. 15.8 . 142. 217 20 4 1S3 HaNiePanke 5 /r5. r 6 /� In. long k 0.375 In. HD ribbed waferhead Blind Screed 20 ga. x S.W.-x 1375' Metal G 16 20 168 - 158 - - 131 217 204 . 169 - 40 168 147 126 217 .190 .163 60, 158 137 121 204 177 156' somm. stud ESR- 2290 [Most Widely Accepted an' .g)Isfed Page 17 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)s(Continued) 20121RC,2009 20121BC IBCIIRC, 2006IBC/IRC (Ultimate Design (Basic Wind Speed, Wind Speed, Vue' '+') PRODUCT - PRODUCT DIMENSION IN. - - FASTENER TYPE + 'STUD FASTENING METHOD' FRAME TYPE+, SPACING (IN.) BUILDING HEIGHT (FT.) CATEGORY - EXPOSURE CATEGORY THICK WIDTH B D B C D No. 8 x 1'4 Min. No. 0-15 168 126 217 196 1.63 HaNiePlank o s hs 7'/l or 7/2 in. long x 0.375 in. HD ribbed waferhead Blind Screwed 26 ga. x 3.62• x 1.375• Metal C- 18 20 168 1147 116 217 190 150 40 - ' 168 116 217 177 150 60 158 110 204 163 142 screws stud No. 8 x 1+4 Min. No. 0-15 168 116 217. 190 150: HaidiePlank 0 5 /+s 8 In. long x -0.375 in. HD oferhead waf Blind Screwed � 20 ga. x 3.62• x 1 C-ribbed Metal 16 20 168 137 116 217 177 150 40 158 126 105 204 163 :136 60 . 147 121 105 190 156 '136 screws stud No. 8 x P/+ Min. No. 0-15 168 142 121 217 183 156. HaNlePlank o s !+e 8+ 8 �+ In. long x 0.375 in. HD ribbed waferhead . Blind Screwed 20 ga. x 3.62•x 1.375• Metal G 16 20 168 137 116 217 177 150 40 '158 126 410 204 163 142 60 147 116 105 190 150 136 screws stud No. 8 x 1'4 Min. No. 0-15 164 137 116 217 177 150 HaNiePlank® c /s . 9 ' +l�or 9'/z. In. long x 0:3751n. HD ribbed waferhead Blind Screwed 20 go. X 3.62'x 1.375• Metal C- 16 20 168 126 105 . 217 163 136 40 158 116 d05 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 HardiePlanks s/s 4 in. long x 0.375 In., HD ribbed w ferhead Blind Sdrewed 20 ga. x 3.62•x24 1.375• Metal C- 20 160 131 110 20Z 169 _ 142 40 152 121 105 196 156 136 60 145 116 100 187 150 129 screws stud No. 8 x 4/+ Min. No. 0-15 160 in 116 207 177. 150 HardiePlank o s - /+s 6 In. long x 0.375 in. HD fibbed waferhead Blind Screwed 20 ga, x 3.62' x etC- Metal Metal C 24 20 160 131 110, 207 169 142 40 152 121 165 - 196 156 136 _ 60 145 116 100 187 150 129 screws stud No. 8 x 194 Min. No. 0-15 160 137 116 207 177 15D HardiePlanke 5/-6 6% In. long x 0.375 in. HD ribbed waf oferhead Blind . Swewed 20 ga. x 3.62•x 1 t el C- Metal 24 p0 160 131 . 105 207 160 136 40 154 121 .105. 199 �156 136 60 145 116 100 187 150 129 acrevis stud No .8 x.1% Min. No. 0-15 160 126 105 207 463 136 HardiePlanke - 5/ 6 + 7 1 or 7/z inaon9 x D rib in. afribbed waterhead Blind Screwed 20, go. z 3..37 x 1.375• Metal G 24 20 160 116 100 207 150 1.29 40 147 105 89 190 136 115 60 137 89 89 177 116 115 screws stud No: 8 k.1'4 Min. No. 0-15 160 121 100 207 156 129 HaMiePlanko s/+e 8 In. long x 0.375 In. HD ribbed waferhead Blind Screwed 20 ga. x 3.62•x24 1.376' Metal C, 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 131 100 89 169 129 175 screws stud No: 8 x 1% Min, No. 0-15 160 121 100 207 156 129 HardiePlank e s 4s. + 84 in. long x' 0.375 In: HD ribbed wafeihead Blind Screwed 20 go. x 3.62' x '1.375• Metal C. 24 20 158 116 100 204 150'1.. 129 40 142 105 89 183 136 115 60 126 100 89 163 129 1 115 screws stud ESR- 2290 1 Most Widely Accepted an- -.: )sted Page 18 of 25 TABLE 4--MAXIMUM BASIC WIND SPEED (mph)e(Continued) 20121RC,2009 20121BC IBCIIRC, 20061BCARC (Ultimate Design (Basic Wind Speed, V.eeRu) Wind Speed, V„sr n). 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 No.B x 1 r4 Min. No. 0-15 158 116 95 204 150 123 o HadlePlank e /ra ihor 99% In. long x 0.3751n. HD ribbed waferhead Blind Screwed 26 ga. x 3,62'x 1.375' Metal G 24 20 147 105 89 190 136 its 40 131 95 85 169 123 110 60 121 89 85 156 115 116 screws stud 6d-21nch long X 0-15 141 128 116 182 165 150 20 141 124 114 182 160 147 HardiePlanks 511. 525 0.093 inch shankX 0222 inch head Blind Nailed Throughtop edge of plank 2x4 wood 16 40 - 135 116 .107 174 150 :138 60 128 111 103 165 143 133 diameter Sidingnail 6d-2 inch long X - - 0-15 126 114 104 163 147. 134 20 126 111 102 163 143 132 HardlePlank° She us 0.093 Inch 'hankX 0222 inch head Blind Nailed Through lop. .edge of plank 2x4 wood 16 - 40 121 103 96 156 - 133 124 60 114 99 92 147 128 119 diameter sidingnail fi&2inch long X 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 0 HadlePlank 5 /m 7.25 0.093 Inch 'shankX 0222 inch head Blind Nailed. Through top edge of plank 2x4 wood 16 40 110 '94 87 142 121 112 60 104 91 - 134 117 diameter siding nail 6d-2 inch 'long X 0-15 113 102 93 146 132 126 20 113 99 91 146 128 117 HardlePlank° She 75 0.093 Inch shankX 0222 inch head Blind Nailed Through top edge of plank 2x4 wood 16 40 108 93 85 139 120 110 60 102 89 - 132 115 - diameter siding nail 6d-21nch long X 0-15 109,' 99 9D 141 128 116 20 109 '96 87 141 - 124 112 HaNlePlank o 5- hs 8 0.093 inch shankX 0222 inch head Blind Nailed Throughtop edge of plank 2x4 wood 16 40 104 89 - 134 115 - 60 99 85 - 128 110 - diameter siding nail 6inch long X long 0-15 107 97 88 138 125 114 20 107 94 86 138 121 _ 111 a HardlePlank e hs 8.25 0.093 Inch shankX 0222 inch head Blind Nailed Through top edge of plank 2x4 wood 16 40 102 88 - 132 114 - 60 97 - - 125 - - diameter siding nail 6d-21nch long X 0-15 100 90 - 129 176 - 20 100 88 - 129 114 - HardlePlank o s he 925 0.093 Inch shankX 0222 inch head Blind Nailed Through top edge of plank 2x4 wood 76 40 96 - 724 - - 60 90 - - 116 - - diameter .siding nail 6d-2 inch long X 0-15 98 89 - 127 115 - 20 98 87 - 127 112 - HardiePlank° ohs 9.s 0.093 inch shankX 0222 inch head Blind Nailed Through edge of plank 2x4 wood 16 46 94 - - - - 121 - - 60 89 diameter siding nail ESR- 22901 Most 19 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED (mphf (Continued) 20121RC, 2009 2012 IBC IBCARC, 20061BCRRC (Ultimate Design (Basle Wind Speed, •V..a°x.u) Wind Speed, V.+ 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 6d-21nch long X - - 0-15 115 104 95 148 134 123 20 115 102 93 148 132 .120 HardiePlanke 5/16 5.25 0.093 Inch. shankX 0222 Inch head Blind Nailed Through lop edge of plank 2x4 WOOd 24 40 110 94 87 142 121 112 60 104 91 - 134 117 - diameter .sidin nail I- ' - 6d-2 inch long X "0-15 103 93 - 133 120 - 20 103 91 - 133 .117 - HerdiePlank° 5/16 6 25 0.093 Inch shank X 0222 Inch head Blind Nailed Through top edge of plank 2 x 4 wood 24 . 40 99 - - 128 - - 60 93 - - 120 - - diameter siding nail 6d-2 inch long X '- p-15 94 85 - 121110 - 20 94 - - 121 -hank - HardlePlanke 5/re 7.2505222 0.093 Inch X inch head Blind Nailed Through top edge of plank 2x4 wootl 24 40 90 - - 116 - - 60 85 - - 110 - - diameter -I sidina nail I I - I. - - 6tl-2Inch long X - 0-15 92 - 119 - - 20 92 - - 119 - - HardiePlank° 1/16 7 5 0.093 Inch Shenk X 0222 inch - head Blind Nailed Through top edge of plank 2 x 4 wood 24 40 88 - - 114 - - 60 - - - - - - diameter sidin nail 6tl-21nch long X 0.15 Se 20 89 - - 115 - - HardlePlank® aha a 0.093 inch shankX 0222 Inch head Blind Nailed Through top edge of plank 2x4 wood 24 40, 85 - - 110 - - 60 - - - - - - diameter sidina nail 6d-21nch long X 0-15 87 - - 119 - - 20 87 - - 11e - - . HardiePlank° °h° f1.25 0.093 Inch shank X 0222 Inch head Blind Nailed Through lop. edge of plank E 24 40 - - - 114 - - 60 - - - " - - diameter siding nail 0-15 141 128 116 182 165 1 160 0.092' 141 124 113 182 160 146 Hardielelank® °/rs s8.25 shankX 0.222"HDX 2' long gala. face nailed throughplank overlap 2x4 woo20 4d 16 40 135 .. 496 107 174 160 138, nail 60 128 Ill 103 165 143 .133 0.15 153 138 126 198 178 163 0.092" 20 153 135 123 198 174 159 HardlePlank® 5/rs 5825 shankX 022Y HDX 2.5'long face nailed through plank overlap wood 16 40 146 125 116 - 188 161 150 gala. 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 HardiePlank® 5/rs 9.25 shankX 022 "HDX 2.5'long face nailed throughplank - overlap mod 16 40 137 117 108 177 151 139 gala. nail 60 130 113 105 168 1 46 136 ESR- 22901 Most Widely Accepted arf_ ..,) ted Page 20 of 25 TABLE 4--MAXIMUM BASIC WIND SPEED(mph)e(Continued) 20121RC, 2009 2012 IBC IBC1IRC, 2006IBCIIRC (Ultimate Design (Basic Wind Speed, Wind Speed,ue Y.axu) v r n). PRODUCT PRODUCT DIMENSION IN. FASTENER. Typo FASTENING FRAME � TYPE's STUD SPACING (IN.) BUILDING HEIGHT (FT.) -EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. THICK. WIDTH , e C D B C D 0-15 141 128 116 182 165 150 0.092' 20 141 124 113 182 160 146 HardiePlank® '/rg 9.5 shankX 0222' HD X 2.5'long face nailed through plank overlap 2x4 wood 16 40 135 116 107 174 150 138 gaN. nail 60 128 111 103 - 165 143 133 0-15 124 113 102 160 146 132' 0.09T 20 124 109 100 160 141 129 HardiePlank® '/rs 12 shank X 0222' HD X 2.5'long face nailed through plank overlap 2, x 4 wood 16 40 119 102 94 154' 132 121 galv. nail 60 113 98 91 146 127 117 8d ring 0-15 203 184 167 262 238 216 HardiePlank® °/re 58.25 shank box nail. 0,113' sha0260'�HDX face nailed through plank overlap - 2x4e wood 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 Ong 0-15, 166 151 137 214 195 177 HardiePlank® '/re 5825 shank box nail, 0:113' 0.260'HD X face nailed through plank ovedap 2x4 wood° 24 20 166 146 134- . 214 188 173 40 159 136 126 205 176 163, 60 151 131 121 196 169 156 2.376'L 0.15 151 137 125 195 177 161 0.092' 20 151 133 122 195 172 158 HardiePlank® '/rs 3825 shank 02WHDX 2'long gaN. face nailed throughplank ovedap w�ae i6 40 145 124 115 187. 160 148 nail 60 137 119 111. 177 154 143 0-15 187 170 154 241 219 199 0.092' 20 - 187 165 151 - 241 213 195 HardiePlank® '/re 58.25 shank X 0.222' HD X 2.5'long face nailed through plank ovedap 2 x 4 W00d� 16 40 180 154 ; 142 232 199 183 gaN. 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 HardePlank® '/rs 5.25 5/8' long 0.375' HD through lop 'edge of plank wood structural 7/16' WSP attached 40 199 170. 157 267 219 203 ribbed wafer head screw 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' 20 193 161 147 236 208 1.90 HardiePlank® 5/18 6.25 5/8' long X 0.375' HD ribbed wafer head screw' through lop edge of plank at 12 in. on center wood structural panel sheathin g only 7/16' WSP attached per code 40 176 160 139. 227 194 179 60 166 144 134 214 186 173 Attached 0-15 165 156 136 213 194 176 No. 8 X 1- blind screw. to 7/16' 20 165 145 133 213 187 172 5/8' long X through lop wood 7/16' WSP HardiePlank® '/rs 7.25 0.375' HD ribbed wafer head screw' edge of plank at 12 in. on center structural panel sheathin attached per code 40 158 135 125 1 204 174 161 60 150 130 120 194 168 16.5 g only Attached 0-15 150 136 124 194 176 160 No. 8 X I. blind screw to 7/16' 20 150 133 121 194 172 156 HardiePlank® 111s 8.25 5/8'long X 0.375' HD through top edge of plank wood structural 7/16'WSP attached 40 144 123 114 186 169 147 ribbed wafer head screws at 12 In. on center panel sheathin per code 60 136 118 110 176 152 142 g only ESR- 22901 Most Widely Accepted an u -,.' sled Page 21 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED (mphf (Continued) 2012 IRC. 2009 2012 IBC IBCIIRC, 20061BCRRC (Ultimate Design (Basic Wind Speed, yv ua:) Wind Speed,mn PRODUCT PRODUCT DIMENSION IN.. FASTENER. TYPE' '- FASTENING METHOD FRAM" TYPE - STUD SPACING (IN) BUILDING HEIGHT (FT.) EXPOSURE - CATEGORY EXPOSURE' CATEGORY THICK WIDTH B C D B C D No. 8 X 1- blind screw Attached too/16• 0-15 139 126 114 179 163 147 20 139 122 112 179 168 145 HardiePlankO '/re 9.25 Will long X 0.376'HD through top. edge of plank wood sWctural 7116' WSP attached 40 133 114 105 172 147 136, ribbed wafer head screw' at 121n. on center panel sheathln g only per code 60 126 109 101 163 141 130 HardiePlaalc® '/rs s8.25 0.090, shank X 021S HD X tin' ngI.long shank .nails blind nail through top edge of plank at Bin. on center Attached to 7/16' wood structural panel snlyn g only oly 7/16' WSP attached percode 0-15 145 132 120 187 170 155'. 20 145 128 117 187 185 161 40 139 119- 116 179 154142. 60 132 114 106 170 147 137 HardiePlank(D '/rc 58.25 0.090• shank X 01. 5'5' lonon X g. ring shank nails blind nail through top edge of plank at 6 in. on center Attached to 7116' wood structural panel sheathin g only 7116'WSP attached per code 0-15 166 150 137 214 194 177 20 166 146 133 214 188 172 40 169 136 125 205 176 161 60 160 130 121 194 168 '156 HardlePlanke '/rs <9'/z 0.091' shank, 0221: HD, 1.5'long resistant resisl15 Nail' Face Nailed through the overlap at 12' O.C. Attached to.7/16" wood structural panel sg only g Doty 7/16' WSP attached per code 0-15 131 95 - 169 123 - 20 126 89 - 163 115 - 40 105 BS - 138 110 - 60 100 - - 129 - - 0.092' 0.15 184 167 152 238 196 20 184 162 148 238 191 ANsar�Lap % 5.25 shank 0.225'HDX 225' long blind nail through top edge of plank Woolf 16 40 177 151 140 229 181 geN. nail 167 145 135 216 [158 174 0.092'shankX 135 122 111 174 143 135 119 108 174 139 Artisan® Lap 11e 725 0225' HD X 225' long blind nail through top edge of plank oo r WOOd 16 N40 126 Ill 102 167 143 132 gaN. nail 122 106 98158 137 117 106 96 151 137 124 0.092• 20 117 103 94 151 133 121 Artisan®Lap 5/e 8.25 shank 0MS'HDX 225• long blind nail through top edge of Plank W dr 16 40 112 96 88 145 124 114 gaN. 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 ANsar� Lap °/e 5.25 shank 02 25' HD X 226' long blind nail through top edge of plank Wood? 24 40 126 108 100 163 139 129 gaiv. nail 119 104 96 154 134 124 99 60 - 128 116 - 0.092' 99 87 - 128 112 - AdisanO Lap 5/e 7.25 shank X 0225 HO X 225' long blind nail through top. edge of plank Woolf 24 P40 95 - - 123- - gaN. nail 90 - - 116 -88 . - - 1141. d.Osrshank 88 - 114 - - Arlisar� Lap 5/e 8.25 X 0225' HD X 2.25' long blind nail through top edge of plank Woo4dr 24 40 - - - - - - gaN. nail 60 ESR- 2290 1 Most Widely Accepted art, ^ sted Page 22 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED (mph)' (Continued) 20121RC, 2609 20121BC IBCfiRC, 20061BCIIRC (Ultimate Design (Basle WI nd Speed, V„° ) Wind Speed, V n ) PRODUCT PRODUCT DIMENSION N. FASTENER TYPE' -- FASTENING METHOD' FRAME TYPE" STUD SPACING ON.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY HI TCK. WIDTH B C D B C D Artisan®Lap % 5.25 No. 8 X X 51.32YHD 0.323' HD ribbed bugle head screw blind screw through lop edge of plank Min. No. 20 go. x 1.375x Metal C- stud 16 0-15 181 164 149 234 212 192 26 181 159 146 234 205 188 40 174 148 137 225 191 177 60 164 142 132. 212 183 170 ArtisargLep °% 7.25 No. 8 X 1- 5/.3 long HD ribbed nbbe screw head screw blind screw through top edge of plank . Min. No. 20 ga. x 1.375'� Metal C- stud 16 0-15 157 142 129 203 . 183 167' 20 157 138 126 203 .178 153 40 150 128 119 19.4 165 154 60 142 123 114 183 159 147 ANsan®Lap '/° 8.25 No. 8X 1- 5/.323" HD 0.323'HD ribbed bugle head screw blind screw Mrougti top edge of lank g p Min.Nc. 20 go.i 3.627x 1'375" Metal P stud ifi 0-15 149 135 123 162 174 159 20 149 131 . 120 192 169 155 40 143 122 113 185 168 146 60 135 117. 109 174 151 141 ANsan®Lap °/n 5.25 No. eX 1• 0.3 3" HD HD ribbed head scbugle head screw blind screw ihroughtoplan edge o} plank Min. No. 20 ga:x �.375'r Metal C- stud 24 0.15 186 163 148 232. 210 191 _ 20 180 158 145 - 232 204 187 40 172 147 136 222 190 176 60 163 141 131 210 182 169 Artsan®Lap '/8 7.25 No. 8 X 1- 5/8' long X 0:323"HD ribbed bugle head screw blind screw through top .edge of plank - Min. No. 20 ga. x 3.62'x 1.375' Metal C- stud 24 0715 144 130 11.8 186 168 152 20 144 , 127, . 116 1816 . 164 150 40 138 118 109 178 152 141 60 130 113 105 168 146 136 Artisar�Lap °% 825 Na. eX 1- 51.3 Tlong XHD HD ribbed nbbed bugle head screw blind screw through top edge of plank Min. No. 20 ga.% 1.375" Metal C-40 stud 24 0-15 132 119 108 170 154 139 20 132 116 106 170 150 137 126 108 100 163 139 129 60 119 104 96 154 134 124 .. For S1:.1 Inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a'specific gravity of 0.42 or greater, unless otherwise noted. Face = Fastened through 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, GCq = 0.18, GC, =-1.4. !ETBF pin fasteners have knurled shanks 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least'//I for nails or 3 full threads for screws. Value's are for species of wood having a specific gravity of 0.48 of greater 'Values arelor species of wood having a specific gravity of DAD or greater °Metal: studs must be minimum Fy = 33 ksi. e1/n,a = nominal design wind speed. 10V,°,= ultimate design wind speed. "Windspeed design assumptions per Section 30.4. of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. '22012113C Section 1609.3.1, Eqn. 1633, V�=Vm 46.6 ESR-2290 1 Most Widely Accepted ar, - sted Page 23 of 25 TABLE 5-(Vod 100 MPH; V,e 129 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM c9a CONCRETE MASONRY UNIT wALL13A5 Building <024nch wide 71/, 8 T/i-Inch wide 8-& 8'44nch wide Wle & 9'1,4nch wide Height(feet) Exposure Exposure Exposure - - Exposure B C D B C D B C D B C D (115 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 1 23 17 15 For SI: 1 inch = 25A mm, 1 foot = 305 mm, 1 mph = 0.44 rds. '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. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 In.,.shankdiameter = 0.144 in:, length -= 1.25 in.), or Jaaoo 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&Fblock 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 Nall (head diameter= 0.30 In., shank diameter = 0.144 in., length = 1.5 in.), or Jaaoo Nail Pro (NP145S head diameter =0.30 in., shank diameter= 0.145 in., length = 1.5 in.).' Maximum nominal design wind speed (V.w) shall be 100 mph. Maximum ultimate design wind speed'(V„m shall be 129 mph. "interpolation of spacing io address building height and other plank widths is permitted. °The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 6-�(Vd.d 116 MPH; Vun 142 MPH)° ALLOWABLEFASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'''''° Building 1024rich wide 7'4- & 7%-Inch wide 8. & 8'44nch wide 9%. & 9'124nchLwide 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. 26 18 M 18 15 21 16 14 19 14 ,. 12 For SL•'1 inch = 2SA 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 = 1.25-in. long). Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in.. shank diameter. = 0.145 in., length =1.3 in.), Aerosmith SurePin block nail (head diameter= 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or.Jaeco.Nall 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 Syslem.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 Jaace Nail Pro (NP145S head diameter = 0.30 in., shank diameter,= 0.145 in., length = 1.5 in.). 'Maximum nominal design wind speed (V..d) shall. be 110 mph Maximum ultimate design wind speed (Vaa) shall be 142 mph. Interpolation to address building height and other plank widths Is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7-(Vasa 120 MPH; Vun 155 MPH)° ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''3,4 Building <Orinch wide 7'1d- & 7%4nch wide 8-11, 4-Inch wide 9'4- & 9'/,4nch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D' B C 'D 0r15 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 Sh 1 inch =25A 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 = 1.25-In. long), Max System block Nall.(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 = 125 in.), or Jaaoo Nall Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 'Artisan! Lap Siding fasteners must beET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 In., length = 1.5-in..long), Max System block Nail (CP-C,838 W7-ICC, head diameter. = 0.30 in.; shank diameter. _ 0.145 In., length =1.5 In.), Aerosmith SurePin block Nail (head diameter = 0.30 in.; shank diameter = 0.144 in., length = 1,5 in.), or Jaaoo Nail Pro (NP145S head diameter = 0.30 In., shank diameter= 0.145 in., length = 1.5 in.).'Maximum nominal design wind speed (V. ) shall be 120 mph. Maximum ultimate design wind speed (Vdm) shall be 155 mph. 4Inlerpolation to address building height and,other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed), ESR- 2290 I Most Widely Accepted an fisted Page 24 of 25 TABLE 8-(V..d 130 MPH; V., 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'�A'B Building <6 /,inch wide Vie & 7 /¢-Inch wide 8- & 8'/cinch wide 9 1, & 9 Minch wide Height feet Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 20 1 "21 - 17 14 18 15 12 16 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 :14 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 fool = 305 mm, 1 mph = 0.44 mis. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144.125, head dia. = 0.30 In., 'shank dia. = 0.144 In., length = 1.25-In. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 In., shank diameter. = 0.145 In., length = 1.3 in.), Aerosmith SurePin block nail (head "diameter = 0.30 in., shank diameter = 0.144 In:, length = 125 in.), of Jaaco Nall Pro (NP145S head diameter= 0.30 In., shank diameter = 0.145 in., length = 1.25 in.). . 2Anisaue Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 In., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. _ 0.145 in., length =1.5 In.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter= 0.144 In., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter =;0.30 in., shank diameter = 0.145 in., length = 1.5 in.). . 'Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (V,d) shall be 168 mph. 4lnterpolation to address building height and other plank widths is permitted. ,The lap conceals the fasteners of theprevious course (Blind Nailed). TABLE. 9-4t/..d 140 MPH; V,d. 181 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM'C90 CONCRETE MASONRY UNIT WALL'-'" Building .56'/,Inch wide - 711, 7'/1-Inchwlde. 8-&8'/.4nch wide 9'/4-&9%4nch wide Height (feet) Exposure Exposure Exposure Exposure B C D B' C D B_ C D B 'CD" 0-15 21 17 14 18 15 12 16 13 11 14 12 10 '20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI: 1 inch 25.4 mm: 1 foot = 305 mm, 1 mph = 0.44 Ms. 'HardiePlank°. Lap Siding fasteners must be ET&F:Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125,head diameter. _ 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC; head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter= 0.30 in., shank diameter = 0,144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter= 0.30 in., shank diameter = 0.145 in., length = 1.25 In.), 'Artisan Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in.; shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. _ .0.145 in., length= 1.5 in.); Aerosmith SurePin block Nail (head diameter= 0.30 in., shank diameter= 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 In., length =. 1.5 in:).3Maximurh nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (V,;p shall be 181 mph:. 4Interpolation to addressbuilding height and other plank widths is. permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10 (V.., 150 MPH; V,;x 194 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C9000NCRETE MASONRY UNIT WALL'''h° Building <6'/,Inch wide V1, & 7'/24nch wide 8. & 8'/44nch wide Or & 9'/2-Inch wide Height (feet) Exposum - Exposure - : Exposure Exposure B C D B 'C D. B C D: '13 C D 0.15 '18 15 12 16 13 11. 14 11 9 12 10 8 20 18 14 12 16 12 16 14 11 9 12 10 8 30 16 13 1116 11 9 14 10 8 12 9 7 40 16 12 10 14 70 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15. Al 10 13 10 8 11 8 7 10. 8 7 For SI: 1 inch = 25A mm, 1 foot = 365 mm, 1 mph = 0.44 Ms. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. _ 0.30 In., shank diameter. = 0.144 In., length .= 1.25-in, long); Max System block Nail (CP-C 832 W7-ICC, head dia. = 0.30 in., shank dia. _ 0.145 in., length = 1.3 in:); Aerosmith SurePin block nail (head diameter= 0.30 In., shank diameter ='0.144 in., length =1.25 in.), or Jaaco a Nail Pro (NP145S head diameter = 0.30 In., shank diameter= 0.146 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. = 0.144 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 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,q shall be 194 mph. 4Interpolation to address building height and. other plank widths N permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). /-\ ESR-2290 1 Most Kridely Accepted an „Jsted Page 25 of 25 TABLE 11-ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLE7Y (NEW HARDIESHINGLETM) INDMDUAL SHINGLE EXTERIOR WALL FINISH' 20121RC. 2009 ISCARC, 2006 2012ISO isl - (Uifinubc Design Wind Speed, (Basic Wind Speed, 11 e1'7'1) V,a°t) Sheathing Type Siding Fastener Typa Weather Expoaureantl Height of Building .Ex sureCat o osu eCategory_ Fastener Location feat B C B C 8 Inch eVosure 0.15 126 110. 163 . 142 20 126 105 163 136 2 oofmg wils 9Indres from 40 126 95 163 . 123 bum edge 60 126 89 163 115 7 Inch exposure 0-15 126 126 163. 163 20 126 '121. 163. 156 Minimal u /sx inch Mn.0.121 in. shanks 2 roofing nails 8 inches from 40 126 110 163 142 60 126 - - 105 163 136 thick In.bud 0.371in. HDzlntro long edge - co pywoodmSI.RSwMDOC - mr'oslon [roofing 0.15 126 128 fill' fill PS 1415 Nall Nail 6Inal exposure 20' 126 126 163 . 163 2 oofn9 rails7Inches h from 40 � 126 '127. 763 5fi 156 bull edge 60 126 1 116 163 150 flinch exposure :15 126 126 fill .fill 20 126 1 in 163 163 2 roofing neile NWes from 40 1 126 1 -121 163 156 bull etlge 60 1 126 1 116. 163 150 For Sl:l foot - 305 mer,1 inch = 25A mil l mph= 0.44 role. - Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7.05:1=1.0, K11=1. Kd = 0.85, GCpi =0.18, GCp =-L4. eirl-nominal design wind speed. °V,a= ultimate design wind speed. 1l speed design assumptions per Section 30.4. of ASCE 7-10:Itn=1. Kit = 0.85, GCpi = 0.18. GCp =.1A 62012ISO Section 1609.3.1. Eqn. 1633, V„a = roe 0.6 TABLE 12-ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLErs (NEW HARDIESHINGLE-) INDMDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 20091BCARC, 2006 1BCORC (Basle Wind Speed, Va'r'0) 2012IBC (Ultimate Design Wind Speed, Vas'°) Sheathing Type Siding F4atoner Type Weather Exposure and Fastener Local Hei9htof Bceding Ea eal aftial Ex aura Cate o B C B C Minimum r/ Inch Buck DES 1° sheethbgmS 2-!lS with DOPPS 255 Men • 0.091 In. shank a 0.721'In.HDx 1%In. big corrosion resistant Siding Nail 8 inch exposure 2 siding halls 9Inches from bull edge 0-15 126 - 89 163 - 115 20 126 89 163 . 115 40 105 85 136 lie 60 100 in 7Inch e7yosure 2 siding nails 8 Inches from bag edge 0.15 - 126 105 163 - 136 20 126� - f00- till' 129 40' .121 95 156. 123 60 116 89 150 115 6 Inch ospasae 2 sbin9 neils7lnrAes from bull etlge 0-15 126 116 163 ISO 20 126 _ 110 fill'' 142 40 .128 105 163. 136 60 226' '1 163. 123 S Inch xposura 2 aidre'alb 8 inches from butt etlge 0.15 126 116 fill 150 20 125 110 fill 142 40 -026 105 - 163 136 60 126 95 1 63 123 For S1: lfoot = 305 mm, I Inch = 25A min, 1 mph = 0.44 Me. 1Wmd speed design assumptions per Section 6.5. Method 2, of ASCE 7415:1=1.0, 821=1. Kit = 0.85, GCpi= 0.1 S. GCp = 4A. a V„°= nominal design well speed. Vi a ulWnete design wind speed. Wind speed design assumptions per Secton 30A, of ASCE 7-10. Kb = 7, Kit = 0.85. GCpi = 0.18. GCp =-1.4. '20121BC Social 1609.3.1. Eqn. 1633, All = ou 0.6 TABLE 13-ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE7n (NEW HARDIESHINGLE-) INDMDUAL SHINGLE EXTERIOR WALL FINISH 20121RC, 200g mcnItC, 2606 ISCORC (Bask Wind Speed, Von x0) 2012ISO (Ultimate DesigWind Speed, Ill SheaNinB TYPe Siding Fastener Type Weather Exposure and Fastoner LowOon Halghlof Building (feet) Expel Catefi Exposure Cato 0 B C IS 'C Minimum 71uhrchthi O56 sheathing complying with DOC-PS-95 • Min. 0.091 In.shankx 0.227 In. HD x 1 /a In. Inrg mr'albn resistant siding Nag 8Inch exposure, - 3 nais for shingles greater than 8 is wide, 2 nails for ' W ingles 8In. Wiel and' U-15 116 116 150 150. 20 110 110 142 142 40 100 100 129 - '129' 60 95 95 123 - ' .123 7 Inch exposure 3 nals for shingles greater- dean 8 in. wide, 2 nails for Wingles B In. wide and 0.16 126 126 to I . 20 121 121 IN 156 40 110 110. 142 142 60 105 105 - 136 - .136 61nchinposae 3 nalls for shingles greater than 8 in. wide, 2 nails for shingles 8In. wdtle and 0-15 -' 126 - 126 - in - 163 20 " .126 ' 126 163 163 . 40 126 126 to 163 ' 60 121 121. 156 156 S Inch exposure 3 naffs for shingles grander than 8 In wide, 2 nails for Wingles 8 In. wale and 0.15. 126 126 fill. fill 20 128 126- 163 - fill 40. - 126 126 fill 10 60 1 127 1 127 1 156 156. ' For Sl: t frot= 305 mm, t inch - 26A mm; i mph = 0.44 m/s. Wind speed tlesign assumptions per Section 6.5. Metho 2,of ASCETAS-.I=1.0,Kri= 1. Kd=0.85, GCOI=0.18, GCp=.1.4. Sl-re."rbl design wind speed. S a ultimate design vend speed. 4Wmd speed design assumptions per Section 3DA, of ASCE 7-10. Kit =1. Kit = 0.85. GCpi=0.18, GCp =-1.4. 520121BC Section 1609.3.1. Eqn. 1633. Vas = ;e Ob ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement* Reissued March 2014 This report is subject to renewal March 1„ 2016. viww.icocS.orcl 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code (3ouncil® DIVISION: 06 00 00—WOOD. PLASTICS AND COMPOSITES Section: 0616 O"heathing " DIVISION: 07 00 0"ERMAL AND MOISTURE PROTECTION Section: 074646r Fiber -Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 . (800)942-7343 www.lameshardle.com info(Miameshardle.com EVALUATION SUBJECT: HARDIESHINGLE? (NEW HARDIESHINGLE®►, PANELS, HARDIEPLANKn" LAP SIDING, ARTISAN® LAP SIDING, AND •HARDIESHINGLEn'r (NEW HARDIESHINGLE) INDW16UAL SHINGLES 1.0. REPORT PURPOSE AND SCOPE Purpose: The purpose of this "evaluation report supplement is to Indicate that HARDIESHINGLETM (NEW HARDIESHINGLEO) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® _LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, recognized in ICC ES master evaluation reportESR-2290, have also been evaluated for compliance with Chapters 7A and 14 (CBC) and Chapters R3 and R7 (CRC) of the codes noted below. ■ 2013 and 2010 Calffomia Building Code (CBC) I. 2013 and 2010 Califomia Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: IN The.HARDIESHINGLETM (NEW HARDIESHINGLE®).PANELS, HARDIEPLANK7!m LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLEq DIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, may be used where noncombustible or ignition -resistant exterior walls complying'with Chapters 7A and 14 of the CB.0 are required,'proBided installation is in accordance with the master repod and the additional requirements in Sections 1405.16 and 1405.17 of the CBC. The use of the products in construction of new buildings located in any Fire Hazard Severity Zone, within State Responsibility Aieas;or any Wildland=Urban Interface Area requires installation in accordance with the master report and the additional' requirements of CBC Sections 701A.3, 704A.3 and 707A:3, as applicable. The products recognized in this supplement have not been evaluated for compliance with the Intemational WiIdland-Urban Interface Code®. 2.2 CRC: The HARDIESHINGLETM (NEW HARDIESHINGLE®).PANELS, HARDIEPLANKTM LAP SIDING,'ARTISAN® LAP.SIDING, and HARDIESHINGLETM' (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.6 through 7.0 of the master evaluation report ESR-2290, may be used where noncombustible or Ignition -resistant exterior walls complying with Chapter R3 and R7 of the CRC are required, provided installation is in accordance with the master report and the'additional requirements in Sections R703.10 of the CRC. *Revlsed May 2014 rCC-FSEvirlwiion RepoMJ rewitabemninuedasrepmm inga¢ betleroraiyothoamibutanbtspecifirnllyaddressed,aoraietheym heeonmued as an endorsement oJd�e aubjecr oflhe report ora recommendation for ib use. Thete is no umianlyby]CCEwtuatibn Seivim LLC,npr sorimplled,w to ativjutd'ng or'othermaaerin thin report, or as io wV; pra&w wwredby the report. Copyright® 2014 Page 1 of 2 ESR4290 I Most lMdelyAccepted.a""_-✓�usted - Page 2 of 2 The use of the products in construction 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 master report and the additional requirements of CRC Sections R327.1.1.3.1, R327A.3 and R327.7; as applicable. The products recognized in this supplement have not been evaluated for compliance with the Intemattonal Wildland-Urban Interface Code®. This supplement expires concurrently with the master report reissued March 2014, revised May 2014.