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1628 BEACH AVE RESO22-0001 Nichiha Siding_1tnt<?rt<?k Total Quality. Assured. Code Compliance Research Report CCRR-0258 DIVISION: 07 00 00 -THERMAL AND MOISTURE PROTECTION Section: 07 45 00 -Fiber-reinforced Cementitious Panels REPORT HOLDER: Nichiha USA Inc. 6465 E. Johns Crossing, Suite 250 Johns Creek, Georgia 30097 www.nichiha.com REPORT SUBJECT: NichiProducts™ Fiber-Cement Siding Products 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the following Codes: 2018, 2015, and 2012 International Building Code18 (IBC) 2018, 2015, and 2012 International Residential Code18 (IRC) 2020 Florida Building Code -Building (FBC) and Residential (FRC) (including HVHZ) (see Section 9) 2019 Californio Building Code -Building (CBC) and Residential (CRC) (see Section 9) NOTE: This report references 2018 International Code sections. Section numbers for the 2015 IBC, 2020 FBC and 2019 CBC are noted in parentheses where different. 1.2 The NichiProducts™ siding products described in this report have been evaluated for the following properties (see Table 1): Physical properties Wind resistance Surface burning characteristics Noncombustibility Weather protection 1.3 The NichiProducts™ siding products have been evaluated for the following uses (see Table 1): Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. Use on exterior walls in Types I, II, Ill, and IV construction Issue Date: 10-31-2016 Revision Date: 11-30-2020 Renewal Date: 10-31-2021 Use on exterior walls permitted to be of Type V construction. 2.0 STATEMENT OF COMPLIANCE The NichiProducts™ siding products recognized in this report comply with the Codes listed in Section 1.1, for the properties stated in Section 1.2, and uses stated in Section 1.3, when installed as described in this report, including the Conditions of Use stated in Section 6. 3.0 DESCRIPTION 3.1 NichiProducts™ Fiber Cement Siding Products: The siding products are used for lap and panel siding. A description of the siding products, their dimensions and their intended application is in Table 2. 4.0 PERFORMANCE CHARACTERISTICS 4.1 Physical Properties: The siding products comply with ASTM C1186, Type A, Grade II, in accordance with 2018 IBC Section 1403.10 [1404.10] and IRC Section R703.10. 4.2 Wind Resistance: The maximum allowable wind pressure for each of the siding products is described in Tables 3, 4, 5 and 6. 4.3 Surface Burning Characteristics: The siding products have a flame spread index of O and a smoke-developed index of 0, when tested in accordance with ASTM E84. 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying with IBC Section 703.5 as determined by testing in accordance with ASTM E136. 4.5 Weather Protection: Siding products are installed in accordance with Section 5.2 of this report. 4.6 Fire-resistance-rated Construction: Fire-resistance- rated construction is outside the scope of this report. 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building a ALCRrDUID lntertek PCA-101 RESO22-0001By Mike Jones at 9:33 am, Jan 26, 2022 Code Compliance Research Report CCRR-0258 Page 2 of 26 5.0 INSTALLATION 5.1 General: The siding must be installed in accordance with the Nichiha USA Inc., published installation instructions, the applicable Code, and this Research Report. A copy of the manufacturer's instructions must be available on the jobsite during installation. S.2 Application: Under the 2018 IBC, the siding products must be installed over a water-resistive barrier complying with Sections 1403.2 [1404.2] and 1402.5 (1403.5] and must be attached as described for the specific assembly in Tables 3, 4, 5, 6, 7, and 8. Under the IRC, the siding products must be installed over a water-resistive barrier complying with Section R703.2. Lap siding and panel siding may be installed as described in Table R703.3(1), for areas in which the design pressure does not exceed 30 pounds per square foot and the mean roof height does not exceed the limits in Table R703.3.1, or as described in Tables 3 through 6. For conditions that exceed these limits, the panels must be installed as described in Table 9. 6.0 CONDITIONS OF USE 6.1 Installation must comply with this Research Report, the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report governs. 6.2 When allowable wind speed is determined in accordance with Table 3, the allowable wind speed must be equal to or greater than the design wind speed calculated in accordance with the applicable Code. 6.3 When the wall construction includes a combustible water-resistive barrier and is required to be of Type I, II, Ill, or IV construction, use of the siding products is limited to a maximum 40 feet in height above grade plane except under the 2018 [2015] IBC where data has been presented to the building official demonstrating compliance with the Exception to Section 1402.5 (1403.5]. 6.4 The NichiProducts™ siding products are produced under a quality control program with inspections by lntertek Testing Services NA, Inc. 7 .0 SUPPORTING EVIDENCE 7.1 Reports of tests in accordance with ASTM C1186, ASTM E84, ASTM E136, and ASTM E330. 7.2 lntertek Listing Report "Nichiha USA, Inc. - NichiProducts™ Fiber-Cement Siding Products" on the lntertek Directory of Building Products. 7.3 Documentation of an lntertek approved quality control system for the manufacturing of products recognized in this report. 8.0 IDENTIFICATION The NichiProducts™ siding products are identified with the Nichiha USA Inc., name, and address, the product name, the lntertek Mark as shown below, and the Code Compliance Research Report number (CCRR-0258). 9.0 OTHER CODES CODE COMPLIANCE (fil) lntertek CCRR-0258 9.1 California Building Code 9.1.1 Scope of Evaluation: The NichiProducts™ siding products were evaluated for compliance with the 2019 California Building Code, including Chapter 7A. The siding products are noncombustible materials as defined in CBC Section 202 and as permitted for use on exterior walls in CBC Section 707 A.3. 9.1.2 Conclusion: The siding products, described in Sections 2.0 through 7.0 of this report, comply with the 2019 California Building Code, subject to the conditions noted in Section 6.0 of this report. Section numbers for the CBC -Building and Residential correspond to the 2015 IBC and !RC section numbers. 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building a ACCR(DIITU ..... er...-.,~.,.. lntertek PCA-101 Code Compliance Research Report CCRR-0258 Page 3 of 26 9.2 Florida Building Code 9.2.1 Scope of Evaluation: The NichiProducts™ siding products were evaluated for compliance with the 2020 Florida Building Code Building a n d Florida Building Code -Residential. 9.2.2 Conclusion: The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2020 Florida Building Code -Building and Florida Building Code -Residential, subject to the following conditions: Use of the NichiProducts Siding in Types I, II, Ill or IV construction, is as permitted in Florida Building Code - Building, Section 1406.2.1. Attachment of NichiProducts for compliance with the High-Velocity Hurricane Zone (HVHZ) provisions of the 2020 Florida Building Code -Building and the Florida Building Code -Residential is described in Table 8 of this report. In HVHZ applications, the NichiProducts siding must be installed over CBS construction or 5/8 in. (5-Ply) plywood supported by 2 by 6 wood or No. 18 gage metal studs, spaced at 16 inches on center. lntertek is an approved evaluation entity and quality assurance entity pursuant to Florida Statute 553.842 - Product Evaluation and Approval. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 10.1 Approval of building products and/or materials can only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. 10.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product by lntertek. 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status of this report. This Code Compliance Research Report ("Report"} is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between lntertek and its Client. lntertek's responsibility and liability are limited to the terms and conditions of the agreement. lntertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety, and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the lntertek Listing Report covering the subject product and utilized for lntertek Certification and this Report does not represent authorization for the use of any lntertek certification marks. Any use of the lntertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by lntertek. lntertek 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building PCA-101 Code Compliance Research Report CCRR-0258 Page 4of 26 TABLE 1-PROPERTIES EVALUATED 2018 and 2015 2018 and 2015 2020 FBC-2020 FBC-2019 CBC1 PROPERTY ISC SECTION1 /RC SECTION1 Building1 Residential1 Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10 (1404.10) Surface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10 (1404.10) Non combustibility 703.5 NA 703.5 NA 202, 703.5 Wind resistance 1404.16 R703.16 1405.16 703.1.2 1405.16 [1405.16] Weather resistance 1403.2 (1404.2] R703.2 1404.2 R703.2 1404.2 1 Section numbers may be different for earlier versions of the International, California, and Florida Codes. Product Name NichiBoard™ plank NichiPanel™ sheets NichiStraight"' and NichiStaggered™ lap panels NichiShake™ cladding NichiSoffit™ lntertek TABLE 2 -NICHIHA SIDING DESCRIPTION Nominal Thickness Siding Dimensions Intended Use (in.) Width: 5.25, 6.25, 7.25, 8.25, 5/16 9.25 and 12 inches Lap siding Length: 12 feet 4 feet by 8 feet 5/16 4 feet by 10 feet Panel siding 4 feet by 12 feet 5/16 16 inches wide by 4 foot long Lap panel siding Width: 6.25, 8.25 and 12 5/16 inches Lap shingle siding Length: 18 inches 12, 16 inches wide by 12 feet 1/4 long; Soffit 24, 48 inches wide by 8 feet long 130 Derry Court• York• Pennsylvania • 17406 intertek.com/buifding Description Smooth or Cedar finish Cedar, Smooth, Stucco and Grooved-8-in.- oc-Cedar finish Designed to look like individual cedar shakes Designed to look like individual cedar shakes Vented or Nonvented; Smooth or Cedar finish = laRfOITED ...... w.-..,:,ieQ, PCA-101 Code Compliance Research Report CCRR-0258 Table 3 -Design Loads for Negative Transverse Wind Load (NichiBoard™ Plank)1•4•7 Siding Type Siding Fastener5 Face/Blind 5.25" / 6.25" 6d Double HD MAZE Coil Nail Face NlchiBoard™ MAZE 8d nail -2-1/2 5.25" / 6.25" inches long, 0.279~inch NichiBoard™ dia. head, 0.123-inch dia. shank S.ZS" / 6.25" 6d Double HD MAZE Blind NichiBoard™ Coil Nail lntertek 7 Effective Fastener Spacing Allowable Building Framing Design Height Frame/Horizontal Field (In) (in) Type Pressure (psf)6 fft) 15 20 25 SPF -49.5 30 40 50 5.25/6.25 60 16 15 20 25 DF -76.5 30 40 so 60 15 20 25 SPF -33.0 30 40 so S.25/6.25 60 24 15 20 25 OF -51.0 30 40 50 60 15 20 16 5.25/6.25 SPF -85 25 30 40 50 60 15 20 25 16 S.25/6.25 SPF -35.1 30 40 so 60 15 20 25 24 5.25/6.25 SPF -23.4 30 40 50 60 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building ASCE 7-05 Basic Wind Speed fMPH)2 EXP B ExPC Exp D 143 130 118 143 126 115 143 124 113 143 121 111 138 118 109 133 115 106 130 113 105 170 162 147 170 157 144 170 154 141 170 151 139 170 146 135 166 143 132 162 140 130 117 106 97 117 103 94 117 101 93 117 99 91 112 96 89 109 94 87 106 92 86 146 132 120 146 128 117 146 126 115 146 123 113 140 119 110 135 117 108 132 115 106 170 170 155 170 166 151 170 162 148 170 159 146 170 154 142 170 150 140 170 147 137 121 110 100 121 107 97 121 104 96 121 102 94 116 99 92 112 97 90 110 95 88 99 90 .. 99 87 .. 99 85 .. 99 .. .. 95 .. - 92 -- 90 .. ·• Page 5 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPHJ3 Exp 8 185 185 185 185 178 172 168 210 210 210 210 210 210 209 151 151 151 151 145 141 137 188 188 188 188 180 175 171 210 210 210 210 210 210 210 156 156 156 156 150 145 142 127 127 127 127 122 118 116 Exp C Exp D 168 163 160 156 152 148 146 209 203 199 195 189 184 181 137 133 130 128 124 121 119 171 166 162 159 154 151 148 210 210 209 205 199 194 190 142 138 135 132 128 125 123 116 112 110 108 ·• .. .. 153 149 146 144 140 137 135 190 185 182 179 174 171 168 125 122 119 117 114 112 110 155 151 149 146 142 140 137 200 195 191 188 184 180 177 129 126 123 121 118 116 114 .. .. .. .. .. -.. ti ACCR!~TW -C,r."1,,:011,fe"" PCA-101 Siding Type 5.25" / 6.25" NlchlBoard- s.zs• / 6.25" NlchiBoard• lntertek Code Compliance Research Report CCRR-0258 Siding Fastener5 Double HD MAZE Asphalt & Fiberglass Shingle Nail Aerosmith Fastening Systems, VersaPin Table 3 -Continued (NichiBoard™ Plank)1•4•7 Effective Fastener Spacing Allowable Building Framing Frame/Horizontal Design Hefaht Face/Blind (in) Fleld(ln) Type Pressure (psf)6 (ft) Blind Face Blind 15 20 7/16" 25 12 5.25/6.25 -41.0 30 0S8 40 50 60 15 20 7/16" 25 -30.7 30 OSB 40 50 16 5.25/6.25 60 15 20 25 SPF -56.1 30 40 50 60 15 20 7/16" 25 -20.5 30 OSB 40 50 24 5.25/6.25 60 15 20 25 SPF -37.4 30 40 50 60 15 20 20GA 25 16 5.256.25 ·136.3 30 Steel 40 50 60 15 20 20GA 25 24 5.25/6.25 -90.9 30 Steel 40 50 60 15 20 20GA 25 16 5.25/6.25 ·27.5 30 Steel 40 50 60 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building ASCE 7-05 Basic Wind Speed (MPH)2 Exp B ExpC Exp D 130 118 108 130 115 105 130 113 103 130 110 101 125 107 99 121 105 97 118 103 95 113 103 93 113 100 91 113 98 89 113 96 88 108 93 86 105 91 - 103 89 •· 153 139 126 153 135 123 153 132 121 153 129 119 147 125 116 142 122 113 139 120 112 92 .. - 92 -.. 92 -- 92 ·• - 89 .. .. 86 .. - -.. - 125 113 103 125 110 100 125 108 99 125 105 97 120 102 94 116 100 93 113 98 91 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 17D 170 170 170 170 170 170 170 160 170 170 156 170 168 154 170 164 151 170 159 147 170 156 144 170 153 142 107 97 88 107 94 86 107 92 - 107 90 .. 103 88 - 99 86 .. 97 -- Page 6 of 26 ASCE 7•10 or ASCE 7-16 Ultimate Wind Speed (MPH)3 Exp B 168 168 168 168 162 157 153 146 146 146 146 140 136 132 197 197 197 197 189 183 179 119 119 119 119 114 111 108 161 161 161 161 154 150 146 210 210 210 210 210 210 210 210 210 210 210 210 210 210 138 138 138 138 132 128 125 Exp C 153 149 145 142 138 135 133 132 129 126 123 120 117 115 179 174 170 167 162 158 155 108 105 .. .. .. .. .. 146 142 139 136 132 129 127 210 210 210 210 210 210 210 210 210 210 210 206 201 197 125 122 119 117 113 111 109 a ~CRfOOUT .... ..---·~ PCA-101 Exp D 139 136 133 131 128 125. 123 120 117 115 113 111 108 107 163 159 156 153 149 146 144 .. .. .. .. .. .. .. 133 130 127 125 122 119 118 210 210 210 210 210 210 210 207 202 198 195 190 186 183 114 111 109 107 .. .. - Siding Type 7,25" NichlBoard™ lntertek Code Compliance Research Report CCRR-0258 Siding Fastener 5 Face/Blind 6d Double HD Face MAZE Coil Nail Blind MAZE 8d nail-2-1/2 inches long, 0.279- inch dia. head, 0.123-Face inch dla. shank Table 3 -Continued (NichiBoard"' Plank)1•4•7 Effective Fastener Spacing Allowable Building Frame/Horizontal Framing Design Height 1ft (In) Field(ln) Type Pressure jpsf)6 15 20 25 SPF -42.7 30 40 50 16 7.25 60 15 20 25 OF 30 -66.0 40 so 60 15 20 25 SPF 30 -28.4 40 50 24 7.25 60 15 20 25 DF -44.0 30 40 so 60 15 20 25 16 7.25 SPF -26.1 30 40 so 60 15 20 16 7.25 SPF -85 25 30 40 50 60 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building ASCE 7-05 Basic Wind Speed (MPH)2 ExpB ExpC ExpD 133 121 110 133 117 107 133 115 105 133 113 103 128 109 101 124 107 99 121 10S 97 166 150 136 166 146 133 166 143 131 166 140 129 1S9 136 125 154 133 123 1S0 130 121 109 99 90 109 96 88 109 94 86 109 92 .. 104 89 .. 101 87 .. 99 86 .. 135 123 111 135 119 109 135 117 107 135 114 105 130 111 102 126 108 100 123 106 99 104 95 86 104 92 .. 104 90 .. 104 88 .. 100 85 .. 97 -- 95 .. .. 170 170 155 170 166 151 170 162 148 170 159 146 170 154 142 170 150 140 170 147 137 Page 7 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPH)3 ExpB 172 172 172 172 165 160 156 210 210 210 210 205 199 194 140 140 140 140 135 130 127 175 175 175 175 167 162 158 135 135 135 135 129 125 122 210 210 210 210 210 210 210 ExpC Exp D 156 142 152 138 148 136 145 134 141 130 138 128 135 126 194 176 188 172 184 169 181 166 17S 162 171 159 168 156 127 116 124 113 121 111 119 109 11S 106 112 - 110 - 158 144 154 140 151 138 147 136 143 132 140 130 137 128 122 111 119 108 116 106 114 - 110 - 108 ·- 106 .. 210 200 210 195 209 191 205 188 199 184 194 180 190 177 I] ALCk[DlfiU , ... "~ .. :- PCA-101 Code Compliance Research Report CCRR-0258 Siding Type Siding Fastener s Face/Blind 7.2511 NichiBoard',. Double HD MAZE Blind Asphalt & Fiberglass Shingle Nail MAZE R-104 (1·3/4 in. long, 0.144 In. 7.25" NichiBoard shank, 0.326 in. Blind head) lntertek ---------------- Table 3 -Continued (NichiBoard™ Plank)1•4•7 Effective Fastener Spacing Allowable Building Frame/Horizontal Framin& Design Height (in) Field (inl Type Pre55ure (psf)6 (ft) 15 20 7/16" 25 12 7.25 OSB ·35.3 30 40 so 60 15 20 25 24 7.25 SPF ·25.2 30 40 50 60 15 20 25 16 7.25 SPF .53 30 40 so 60 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building Page 8 of 26 ASCE 7-10 or ASCE ASCE NlS Basic 7-16Ultlmate Wind Speed (MPH)2 Wind Speed (MPH)3 ExpB Exp( Exp E Exp e ExpC Exp C 121 110 100 156 142 129 121 107 98 156 138 126 121 105 96 156 135 124 121 102 94 156 132 122 116 99 92 150 128 118 113 97 90 145 125 116 110 95 89 142 123 114 102 93 .. 132 120 109 102 90 .. 132 117 106 102 88 -132 114 .. 102 87 -132 112 .. 98 --127 108 - 95 -.. 123 106 - 93 -.. 120 -- 148 135 122 192 174 158 148 131 119 192 169 154 148 128 117 192 165 151 148 125 115 192 162 149 142 122 112 184 157 145 138 119 110 178 153 142 134 116 108 173 150 140 ti ,li;CRflllllO -(;s" ...... ,tfen PCA-101 Siding Type 7.25" NlchlBoard"' 8.25" NlchiBoard"' lntertek Code Compliance Research Report CCRR-0258 Siding Fastener5 Face/Blind Aerosmith Fastening Face Systems, VersaPin 6d Double HD Face MAZE Coil Nall MAZE 8d nail -2- 1/2 inches long, 0.279-inch dia. Face head, 0.123-inch dia. shank Table 3 -Continued (NichiBoard"' Plank}1•4•7 Effective Fastener Spacing Allowa ble Frame/Horizontal Framing Desi Building Field (In) Type gn Height (ft (in) Pressu1e 15 20 20GA 25 16 7.25 Steel -117.5 30 40 50 60 15 20 20GA 25 24 7.25 Steel -78.3 30 40 50 60 15 20 25 SPF -37.5 30 40 50 60 16 8.25 15 20 25 OF -58.0 30 40 50 60 15 20 25 SPF -25.0 30 40 so 24 8.25 60 15 20 25 OF -38.6 30 40 50 60 lS 20 16 8.25 SPF -85 25 30 40 so 60 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building ASCE 7-ClS Basic Wind Speed (MPH)2 ExpB ExpC Exp D 170 170 170 170 170 170 170 170 170 170 170 170 170 170 167 170 170 164 170 170 162 170 164 149 170 159 145 170 156 143 170 152 140 170 148 137 168 145 134 164 142 132 125 113 103 125 110 100 125 108 99 125 105 97 120 102 95 116 100 93 113 98 91 15S 141 128 155 137 125 155 134 123 155 131 121 149 127 118 144 124 115 141 122 113 102 92 .. 102 90 .. 102 88 .. 102 86 -- 98 --- 95 -- 92 .. -- 127 115 104 127 112 102 127 109 100 127 107 98 122 104 96 118 102 94 115 100 93 170 170 155 170 166 151 170 162 148 170 159 146 170 154 142 170 150 140 170 147 137 Page 9 of 26 ASCE 7•10 or ASCE 7-16 Ultimate Wind Speed (MPH)3 ExpB 210 210 210 210 210 210 210 210 210 210 210 210 210 210 161 161 161 161 155 150 146 200 200 200 200 192 186 182 132 132 132 132 126 122 119 164 164 164 164 157 152 148 210 210 210 210 210 210 210 ExpC 210 210 210 210 210 210 210 210 205 201 197 191 187 183 146 142 139 136 132 129 127 182 177 173 169 164 161 158 119 116 114 111 108 105 - 148 144 141 138 134 131 129 210 210 209 205 199 194 190 a ALCRf™TW ..... W'b:.••:~ PCA-101 Expo 210 210 210 210 210 210 209 192 188 184 181 176 173 170 133 130 127 125 122 uo 118 165 161 158 156 152 149 146 108 106 - - - - - 135 132 129 127 124 121 120 200 195 191 188 184 180 177 Siding Type 8.25" NichiBoard'• lntertek JI Code Compliance Research Report CCRR-0258 Siding Fastener 5 Face/Blind Double HD MAZE Asphalt & Fiberglass Shingle Nail Blind MA2E R-104, 1- 3/4" long, 0.326 in. dia. head, 0.144 in. dia. shank Aerosmith Fastening Face Systems, VersaPin Table 3 -Continued (NichiBoard™ Plank)1•4•7 Effective Fastener Spacing Allowa ble Framing Building Frame/Horizontal Desi (in) Field (in) Type gn Height (ft Pressure 15 20 25 30 40 12 8.25 7/16" -29.5 so OSB 60 15 20 16 8.25 SPF -46 25 30 40 50 60 15 20 20GA 25 16 8.25 Steel -103.3 30 40 so 60 15 20 20GA 25 24 8.25 -68.8 Steel 30 40 so 60 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building Page 10 of 26 ASCE 7-0S Basic Wind Speed (MPH)2 ExoB ~•nC ExoD 111 100 91 111 98 89 111 96 87 111 94 86 106 91 .. 103 89 - 100 87 .. 138 126 114 138 122 111 138 119 109 138 117 107 133 113 105 128 111 103 125 108 101 170 170 170 170 170 167 170 170 164 170 170 161 170 170 157 170 166 154 170 163 151 169 153 139 169 149 136 169 146 134 169 143 131 162 139 128 157 136 126 153 133 124 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPH)3 ExoB ExDC 143 143 143 143 137 133 130 178 178 178 178 171 166 162 210 210 210 210 210 210 210 210 210 210 210 210 203 198 130 126 123 121 117 114 112 162 157 154 151 146 143 140 210 210 210 210 210 210 210 198 193 188 185 179 175 172 a r.ccRrmrw , ... r.os:"Rf:01:~~ PCA-101 ExoD 118 115 113 111 108 106 .. 147 143 141 139 135 132 130 210 210 210 208 203 199 195 180 176 173 170 165 162 160 Siding Type 9.25" NichiBoard- 9.25" NichiBoard• lntertek Code Compliance Research Report CCRR-0258 Siding Fastener5 Face/Blind 6d Double HD MAZE Coil Nail Face MAZE 8d nail -2-1/2 inches long, 0.279- Inch dia. head, 0.123- inch dia. shank Double HD MAZE Asphalt & Fiberglass Shingle Nail Blind MAZE R-104 nail: 1- 3/4" long, 0.326 in. dia. head, 0.144 in. dia. shank Table 3 -Continued (NichiBoard™ Plank)1•4·7 Effective Fastent!r Spacing Allowable Building Frame/Horizontal Framing Design Height (in) Field (in) Type Pressure (psf)6 (ft) 15 20 25 5Pf -33.4 30 40 50 16 9.25 60 15 20 25 OF ·51.7 30 40 50 60 15 20 25 SPf -22.3 30 40 50 24 9.25 60 15 20 25 OF -34.5 30 40 50 60 15 20 16 9.25 SPF -85 25 30 40 50 60 15 20 25 12 9.25 7/16" 05B -23.5 30 40 so 60 15 20 16 9.25 SPF -34 25 30 40 50 60 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Page 11 of 26 ASCE 7-05 Basic ASCE 7-10 or ASCE Wind Speed (MPH)2 7-16Ultlmate . EKpB ExpC fXD C ExpB ExpC Expo 118 107 97 152 138 125 118 104 95 152 134 122 118 102 93 152 131 120 118 100 92 152 129 118 113 97 89 146 125 115 110 94 88 141 122 113 107 93 86 138 120 111 147 133 121 189 172 156 147 129 118 189 167 152 147 126 116 189 163 150 147 124 114 189 160 147 141 120 111 182 155 143 136 117 109 176 152 140 133 115 107 172 149 138 96 87 -· 124 113 -- 96 --.. 124 110 - 96 ----124 107 -- 96 --.. 124 -- 92 -.. 119 .. - 89 -.. 115 .. -- 87 -.. 113 --.. 120 109 99 154 140 127 120 106 96 154 136 124 120 103 95 154 133 122 120 101 93 154 131 120 115 98 91 148 127 117 111 96 89 144 124 115 109 94 87 140 122 113 170 170 155 210 210 200 170 166 151 210 210 195 170 162 148 210 209 191 170 159 146 210 205 188 170 154 142 210 199 184 170 150 140 210 194 180 170 147 137 210 190 177 99 90 --127 116 105 99 87 .. 127 112 -- 99 85 --127 110 -- 99 --127 108 .. 95 ·-.. 122 --- 92 --.. 118 .. - 90 .. --116 --- 119 108 98 153 139 126 119 105 96 153 135 123 119 102 94 153 132 121 119 100 92 153 130 119 114 97 90 147 126 116 110 95 88 143 123 114 108 93 87 139 120 112 II ACCRCOITrn PCA-101 Siding Type 9.25" NichiBoard• lntertek Code Compliance Research Report CCRR-0258 Siding Fastener5 Face/Blind Aerosmith Face Fastening Systems, Versa Pin Table 3 -Continued (NichiBoard"' Plank)1.4,7 Effective Fastener Spacing Allowable Building Frame/Horizontal Framing Design Height Field (in) (in) Type Pressure (psf)6 (ft) 15 20 25 16 9.25 20 GA -92.1 30 Steel 40 so 60 15 20 25 24 9.25 20 GA -61.4 30 Steel 40 50 60 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building Page 12 of 26 ASCE 7-05 Basic ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPH)2 Wind Speed (MPH)3 ExpB ExpC Exp C ExpB ExpC Exp D 170 170 161 210 210 208 170 170 157 210 210 203 170 169 155 210 210 200 170 165 152 210 210 196 170 160 148 210 207 191 170 157 145 210 202 188 170 154 143 210 199 185 160 145 132 206 187 170 160 141 129 206 182 166 160 138 126 206 178 163 160 135 124 206 174 160 153 131 121 198 169 156 148 128 119 192 165 153 145 126 117 187 162 151 PCA-101 Code Compliance Research Report CCRR-0258 Page 13 of 26 Table 3 -Continued (NichiBoard'"' Plankl1•4•7 Effective fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 or ASCE Framing Wind Speed (MPH)2 7-16 Ultimate Siding Type Siding Fastener5 Face/Blind frame/Horltontal Design Height Wind Speed (MPH)3 Field (in} Type Pressure (psf) 6 (ft) (In) Exp B Exp C Exp D Exp B 15 103 94 85 134 20 103 91 .. 134 25 103 89 .. 134 SPF -25.8 30 103 87 .. 134 40 99 .. .. 128 50 96 -.. 124 60 94 .. .. 121 16 12 15 129 117 106 166 20 129 113 104 166 25 129 111 102 166 DF -39.8 30 129 109 100 166 40 123 106 97 159 so 120 103 96 154 60 117 101 94 151 12" NichiBoardN 15 .. -.. 109 6d Double HO Face 20 .. -.. 109 MAZE Coil Nail 25 .. .. -109 SPF -17.2 30 .. .. -109 40 .. -.. .. 50 -.. -- 60 ---.. 24 12 15 105 95 87 136 20 105 93 -136 25 105 91 .. 136 DF -26.6 30 105 89 .. 136 40 101 86 -130 so 98 .. .. 126 60 95 .. .. 123 15 170 156 142 210 20 170 151 138 210 25 170 148 136 210 16 12 20 GA -71.0 30 170 145 133 210 Steel 40 165 141 130 210 50 160 138 128 206 12" NlchlBoardN Aerosmith 60 156 135 126 201 Face 15 140 127 116 181 Fastening 20 140 124 113 181 Systems, 25 140 121 111 181 VersaPin 24 12 20GA -47.3 30 140 119 109 181 Steel 40 135 115 106 174 50 130 112 104 168 60 127 110 103 164 Notes. 1. Nichl8o.aird .. fiber cement lap siding may only be Installed on vertical walls. Fasteners must be installed in a w;y thit does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damase to the fl~r cement product. 2. ASCE 7-05 Basic Wind Spttds are based upon occup .. ncy category II, a wind directionahty factor {Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to +/-0.18, and an external pressure coefficient (GCp} equal to -1.4. The effects of topogra:phic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directlonality factor (Kd) equal to 0.8S, an internal pressure coefficient (GCpi) equal to +/-0.18, and an external pressure coeffkient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke; 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5. Fastener spectfk:ations for those used in testing are outlined in Table 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of atternative fasteners. 6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacrty of the tested fastener. 7. Framing and bracing are beyond the scope of this evaluation report. Exp C Exp D 121 110 118 108 115 106 113 .. 110 . . 107 - 105 - 151 137 147 134 143 131 140 129 136 126 133 123 131 121 .. . . --.. .. .. -.. - -.. -.. 123 112 120 109 117 107 115 105 111 - 109 .. 107 . . 201 183 196 179 191 175 187 172 182 168 178 165 175 162 164 149 160 146 156 143 153 141 149 137 145 134 142 132 8. Allowable design pressures for assemblies descri~d In this table may be applied where the Nlchl8oard Plank~ attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners (ICC-ES ESR-1799). Minimum fastener embedment is 1 inch; fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ~ lntertek 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building PCA-101 Panel Fastener s 6d Double HD MAZE Coil Nail 6d Double HD MAZE Coil Nail MAZE CEM-6 nail: 2 in. long, 0.278 in. head, .119 in. shank MAZE CEM-6 nail: 2 in. long, 0.278 in. head, .119 in. shank 6d Double HD MAZE Coil Nail lntertek Code Compliance Research Report CCRR-0258 Table 4 -Design Loads for Negative Transverse Wind Load (NichiPanel"' Sheet)1•4•7 Fastener Spacing Perimeter (in) Field(ln) 6 12 8 8 6 6 16· 16" along lalong lvertlcal !vertical !studs only studs lonly 4 4 Building ASCE 7-0S Basic Framing Framing Allowable Wind Speed (MPH)z DesignPressure• (psf) Height Type Spacing (ft) EJCpB 15 109 20 109 25 109 SPF Lumber 16"o.c. -28.7 30 109 40 105 50 101 60 99 15 134 20 134 25 134 16"o.c. -43.0 30 134 40 128 50 124 60 121 SPF Lumber 15 112 20 112 25 112 24"o.c. -30.4 30 112 40 108 50 105 60 102 15 170 20 170 25 170 30 170 16"o.c. -75 40 169 50 164 SPF Lumber 60 160 15 130 20 130 25 130 24110.c. -40.6 30 130 40 125 50 121 60 118 15 170 20 170 SPF Lumber 16"o.c. 25 170 -70 30 170 40 164 50 158 60 154 15 170 20 170 25 170 16"o.c. -85.9 30 170 SPF Lumber 40 170 50 170 60 170 15 159 24"o.c. -60.9 20 159 25 159 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building ExpC ExpD 99 90 96 88 94 86 92 .. 90 .. 87 - 86 - 121 110 118 108 115 106 113 104 110 101 107 99 105 98 102 93 99 91 97 89 95 87 92 85 90 .. 88 - 160 146 156 142 152 139 149 137 145 134 141 131 139 129 118 107 115 105 112 103 110 101 107 98 104 96 102 95 155 141 150 137 147 134 144 132 140 129 136 127 134 125 170 156 167 152 163 149 160 147 155 143 151 140 149 138 144 131 140 128 137 126 Page 14 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPH,3 ExpB 141 141 141 141 135 131 128 173 173 173 173 166 160 157 145 145 145 145 139 135 132 210 210 210 210 210 210 206 168 168 168 168 161 156 152 210 210 210 210 210 205 199 210 210 210 210 210 210 210 205 205 205 ExpC Exp D 128 116 124 113 122 111 119 109 116 107 113 .. 111 - 157 142 152 139 149 136 146 134 142 131 138 128 136 126 132 120 128 117 125 115 123 113 119 110 116 108 114 106 207 188 201 183 196 180 192 177 187 173 182 169 179 167 152 138 148 135 145 133 142 130 138 127 134 125 132 123 200 181 194 177 189 174 186 171 180 167 176 163 173 161 210 201 210 196 210 193 206 189 200 185 195 181 192 178 186 169 181 165 177 162 ti /LO, OIT'U ..... cr11r.,:_ PCA-101 lntertek Code Compliance Research Report CCRR-0258 30 159 40 153 50 148 60 144 130 Derry Court• York• Pennsylvania• 17406 lntertek.com/building 134 130 127 125 124 120 118 116 Page 15 of 26 205 197 191 186 174 159 168 156 165 152 162 150 II AlCRfllllfrr .... r.r.-•··....,. PCA-101 Panel Fastener 5 8d Masonite Siding Nails 8d Masonite Siding Nails 8d Masonite Siding Nails lntertek Code Compliance Research Report CCRR-0258 Table 4 -Continued (NichiPanel™ Sheet)1A,7 Fastener Spacing ASCE 7-0S Basic Building Perimeter Framing Framing Allowable Design Height Wind Speed (MPH)2 Field (in) l'ressufe (psf) (in) TVJ>e Spacing (ttl ExpB fxpC Expo 15 129 117 106 20 129 114 104 25 129 111 102 16"o.c. -39.9 30 129 109 100 40 124 106 98 50 120 103 96 60 117 101 94 6 12 SPF Lumber 15 105 95 87 20 105 93 - 25 105 91 - 24"o.c. -26.6 30 105 89 - 40 101 86 -- 50 98 --- 60 95 - - 15 158 143 130 20 158 139 127 25 158 136 125 16"o.c. -59.9 30 158 133 123 40 151 129 119 50 147 126 117 60 143 124 115 8 8 SPF Lumber 15 129 117 106 20 129 114 104 25 129 111 102 24"o.c. -39.9 30 129 109 100 40 124 106 98 50 120 103 96 60 117 101 94 15 170 165 150 20 170 161 147 25 170 157 144 16"o.c. -79.9 30 170 154 142 40 170 149 138 50 169 146 135 60 165 143 133 6 6 SPF Lumber 15 149 135 123 20 149 131 120 25 149 128 118 24"o.c. -53.3 30 149 126 116 40 143 122 113 50 138 119 110 60 135 117 109 130 Derry Court• York• Pennsylvania• 17406 intertek.com/building Page 16 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPHJ3 fxpB 166 166 166 166 160 155 151 136 136 136 136 130 126 123 204 204 204 204 195 189 185 166 166 166 166 160 155 151 210 210 210 210 210 210 210 192 192 192 192 184 179 174 ExpC ExpD 151 137 147 134 143 131 141 129 136 126 133 123 131 122 123 112 120 109 117 107 115 105 111 -- 109 -- 107 - 185 168 180 164 176 161 172 158 167 154 163 151 160 149 151 137 147 134 143 131 141 129 136 126 133 123 131 122 210 194 207 189 203 186 199 183 193 178 188 175 185 172 174 158 169 155 166 152 162 149 158 145 154 143 151 140 a !l;CR(011£U ""' &.-w,,:~ PCA-101 Panel Fastener s 8d Masonite Siding Nails lntertek Code Compliance Research Report CCRR-0258 Table 4 -Continued (NichiPanel™ Sheet)1•4•7 Fastener Spacing ASCE 7-05 Basic BuHding Perimeter Framing Framing Allowable Design Holght Wind Speed (MPHJ2 (In) Field(in) Type Spacing Pressu~e (psf) (ft) ExpB ExpC ExpD 15 170 170 170 20 170 170 170 25 170 170 170 16110.c. -119.8 30 170 170 170 40 170 170 169 so 170 170 166 4 4 SPF 60 170 170 163 lumber 15 170 165 150 20 170 161 147 25 170 157 144 24"o.c. -79.9 30 170 154 142 40 170 149 138 50 169 146 135 60 165 143 133 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building Page 17 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPHJ3 ExpB Exp C ExpD 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 194 210 207 189 210 203 186 210 199 183 210 193 178 210 188 175 210 185 172 a ACc,mmr PCA-101 Panel Fastener 5 Grabber #8 Flat Wafer Head Screws Grabber#8 Flat Wafer Head Screws lntertek Code Compliance Research Report CCRR-0258 Table 4 -Continued (NichiPaneln• Sheet)1•4•7 Fastener Spacing ASCE 7-05 Basic Building Perimeter Framing Framing Allowable Design Height Wind Speed (MPHl2 Pressuf e (psf) (in) Field (In) Type Spacing (ft) ExpB ExpC ExpD 15 152 138 126 20 152 134 123 25 152 131 120 16"o.c. -55.9 30 152 129 118 40 146 125 115 so 142 122 113 SPF 60 138 120 111 Lumber 15 124 113 103 20 124 110 100 25 124 107 98 24"o.c. -37.3 30 124 105 97 40 119 102 94 so 116 100 92 60 113 98 91 6 12 15 142 129 117 20 142 125 114 25 142 123 112 16"o.c. -48.S 30 142 120 110 40 136 116 108 so 132 114 105 20GA 60 129 112 104 Steel 15 116 105 96 20 116 102 93 25 116 100 92 24"o.c. -32.4 30 116 98 90 40 111 95 88 so 108 93 86 60 105 91 .. 15 170 169 154 20 170 165 150 25 170 161 147 16"o.c. -83.8 30 170 158 145 40 170 153 141 50 170 149 138 SPF 60 169 147 136 Lumber 15 152 138 126 20 152 134 123 25 152 131 120 24"o.c. -55.9 30 152 129 118 40 146 125 115 so 142 122 113 60 138 120 111 8 8 15 170 158 143 20 170 153 140 25 170 150 137 16"o.c. -72.8 30 170 147 135 40 167 143 132 50 162 139 129 20GA 60 158 137 127 Steel 15 142 129 117 20 142 125 114 25 142 123 112 24"o.c. -48.S 30 142 120 110 40 136 116 108 50 132 114 105 60 129 112 104 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building Page 18 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Wind Speed (MPH)3 ExpB ExpC ExpD 197 179 162 197 173 158 197 170 156 197 166 153 189 161 149 183 158 146 179 155 144 161 146 132 161 142 129 161 139 127 161 136 125 154 132 122 149 129 119 146 126 117 183 166 151 183 162 148 183 158 145 183 155 142 176 150 139 170 147 136 166 144 134 150 136 123 150 132 121 150 129 118 150 127 116 144 123 113 139 120 111 136 118 109 210 210 199 210 210 194 210 208 190 210 204 187 210 198 182 210 193 179 210 190 176 197 179 162 197 173 158 197 170 156 197 166 153 189 161 149 183 158 146 179 155 144 210 204 185 210 198 181 210 194 177 210 190 174 210 184 170 209 180 167 204 177 164 183 166 151 183 162 148 183 158 145 183 155 142 176 150 139 170 147 136 166 144 134 PCA-101 Panel Fastener 5 Grabber #8 Flat Wafer Head Screws Grabber #8 Flat Wafer Head Screws lntertek Code Compliance Research Report CCRR-0258 Table 4 -Continued (NichiPanel™ Sheetl1•4•7 Fastener Spacing ASCE 7-05 Basic Building Wind Speed (MPH)2 Perimeter Framing Framing Allowable Design Height Field (in) Pressuf e (psf) (in) Type Spacing (ft) Exp B ExpC Exp D 15 170 170 170 20 170 170 170 25 170 170 170 16"o.c. ·111.8 30 170 170 167 40 170 170 163 50 170 170 160 SPF 60 170 170 158 Lumber 15 170 160 145 20 170 155 142 25 170 152 139 24"o.c. -74.5 30 170 149 137 40 169 144 133 so 164 141 131 6 6 60 160 138 129 15 170 170 166 20 170 170 162 25 170 170 159 16''o.c. -97.0 30 170 170 156 40 170 165 152 50 170 161 149 20GA 60 170 158 147 Steel 15 164 149 135 20 164 145 132 25 164 141 130 24"o.c. -64.6 30 164 138 127 40 157 134 124 so 152 131 122 60 149 129 12 15 170 170 170 20 170 170 170 25 170 170 170 16"o.c. -136.0 30 170 170 170 40 170 170 170 so 170 170 170 SPF 60 170 170 170 I.limber 15 170 170 160 20 170 170 156 25 170 167 153 24"o.c. -90.6 30 170 164 151 40 170 159 147 50 170 156 144 60 170 153 142 4 4 15 170 170 170 20 170 170 170 25 170 170 170 16"o.c. -136.0 30 170 170 170 40 170 170 170 50 170 170 170 20GA 60 170 170 170 Steel 15 170 170 160 20 170 170 156 25 170 167 153 24"o.c. -90.6 30 170 164 151 40 170 159 147 50 170 156 144 60 170 153 142 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building Page 19 of 26 ASCE 7•10 or ASCE 7-16 Ultimate Wind Soeed IMPHl3 ExpB El(pC ExpD 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 207 210 210 203 210 206 187 210 200 183 210 196 180 210 192 176 210 186 172 210 182 169 206 179 166 210 210 210 210 210 209 210 210 205 210 210 201 210 210 196 210 208 192 210 204 189 210 192 174 210 187 170 210 183 167 210 179 164 203 174 160 197 170 157 192 167 155 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 2.07 210 210 202 210 210 198 210 210 195 210 206 190 210 201 186 210 197 183 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 207 210 210 202 210 210 198 210 210 195 210 206 190 210 201 186 210 197 183 ti l,CCRfDITfU PCA-101 Code Compliance Research Report CCRR-0258 Page 20 of 26 Table 4 -Continued (NichiPanel™ Sheetl1•4•7 fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 or ASCE 7-16 Allowable Design Ultimate framing Framing Wind Speed (MPH)2 5 Perimeter Height Wie ~ Cno..,O • 1..1D&n3 Panel Fastener Field (in) Type Spacing Pressure (psti6 (in) (ft) ExpB ExpC ExpD ExpB 15 110 100 91 20 110 97 89 Aerosmith Fastening 25 110 95 87 Systems, VersaPin 6 12 20GA 16"0.C. -29.3 30 110 93 86 Steel 40 106 90 - 50 102 88 -- 60 100 87 -- 15 135 123 111 20 135 119 109 Aerosmith Fastening 25 135 117 107 Systems, VersaPin 8 8 20GA 16"o.c. -43.9 30 135 114 105 Steel 40 130 111 102 50 126 108 100 60 123 106 99 15 156 141 129 20 156 137 126 Aerosmith Fastening 25 156 135 123 Systems, VersaPin 6 6 20GA 16"o.c. -58.5 30 156 132 121 Steel 40 150 128 118 so 145 125 116 60 141 123 114 15 170 170 158 20 170 169 154 25 170 165 151 16110.c. -87.9 30 170 161 148 40 170 157 145 so 170 153 142 Aerosmith Fastening 4 4 20GA 60 170 150 140 Systems, VersaPin Steel 15 122 110 100 20 122 107 98 25 122 105 96 24"o.c. -35.6 30 122 103 95 40 117 100 92 50 113 98 90 60 110 96 89 Notes: 1. NichlPanelN fiber cement flat sheet siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 142 142 142 142 137 132 129 174 174 174 174 167 162 158 201 201 201 201 193 187 183 210 210 210 210 210 210 210 157 157 157 157 151 146 143 ExpC ExpO 129 117 126 115 123 113 120 111 117 108 114 106 112 - 158 144 154 140 150 138 147 135 143 132 140 129 137 127 183 166 178 162 174 159 170 156 165 152 161 149 158 147 210 203 210 199 210 195 208 192 202 187 198 183 194 180 143 129 139 126 136 124 133 122 129 119 126 117 124 115 2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category 11, a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (Gcpi) equal to+/· 0.18, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (Gcpi) equal to +/-0.18, and an external pressure coefficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke= 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. S. Fastener specifications for those used In testing are outlined in Table 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6. Allowable design pressures In highlighted cetfs have been adjusted based on the fisted allowable withdrawal capacity of the tested fastener. 7. Framing and bracing are beyond the scope of this evaluation report. 8. Allowable design pressures for assemblies described in this table may be applied where the NichiPanel is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners (ICC-ES ESR-1799). Minimum fastener embedment is 1 inch; fasteners must be placed a minimum of 5.1 inches from the edge of the wall. lntertek 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building a N;CRfllHW ..... r.r_o,,·fll'Q, PCA-101 Code Compliance Research Report CCRR-0258 Page 21 of 26 Tables -Design Loads for Negative Transverse Wind Load {NichiStraight""/NichiStaggered™ Lap Panen1,4,7 Effective Fastener Spacing Allowable ASCE 7-05 Basic ASCE7-10orASCE7-16 Building Wind Speed (MPH)2 Ultimate Siding Type Siding Fastener5 Face/Blind Frame/Horizontal Framing Design Height Wind Speed (MPH)3 Field {in) Type Pressure (psf) 6 (ft) (In) ExpB ExpC Expo ExpB ExpC Expo 15 99 90 128 1116 105 20 99 87 -128 1113 25 99 as -1128 1110 12 8.625 7/16" -23.5 30 99 128 1108 OSB 40 95 -122 .... .... 50 92 -119 .... .... 60 90 -116 15 122 111 101 158 1143 1130 20 122 108 98 158 1139 127 25 122 105 96 1158 1136 1125 16 8.625 SPF -35.9 30 122 103 195 158 b.33 122 40 117 1100 192 151 1129 19 Blind so (113 98 91 146 b.26 1117 NichiStraight™ / 6d Double HO MAZE 60 111 196 189 143 1124 1115 NichiStaggered™ Coil Nail 1117 1106 15 (100 l90 129 20 jlOO {88 129 1113 - 25 100 186 129 1111 - 24 8.625 SPF -23.9 30 100 129 1109 40 196 -123 1106 50 193 -120 60 l90 117 15 1170 1155 141 1210 "00 ii.Bl 20 170 jlSO 137 1210 i194 77 MAZE 8d nail: 2-1/2 25 IJ.70 1147 134 1210 b.89 74 in. long, 0.279 in. dia. Blind 16 8.625 SPF -70 30 170 P,44 132 1210 tl86 171 head, 0.123 in. dia. 40 164 1140 129 1210 80 167 shank 50 nss n36 127 12.os ll.76 1163 60 1154 134 125 199 1173 161 15 1144 130 118 h.s5 '168 53 20 U44 1127 116 185 1163 149 25 IJ.44 124 114 185 ll.60 147 NichiStraight'" / #8-18 Wafer Head 20GA -49.6 30 1144 121 112 185 b.57 144 Blind 24 8.625 NichiStaggered™ ROCK-ON~ Screws Steel 178 1152 1140 40 138 118 109 so P33 115 107 172 b.49 1138 60 ~30 113 105 Notes: 1. NichiStraight™/NichiStaggered'" Lap Panel fiber cement siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 168 ll.46 136 2. ASCf 7-05 Basic Wind Speeds are based upon occupancy category U, a wind directionality factor (Kd} equal to 0.85, an internal pressure coefficient {Gcpi} equal to+/- 0.18, and an external pressure coefficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke= 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (Gcpi) equal to +/-0.18, and an external pressure coefficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke= 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values In this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5. Fastener specifications for those used in testing are outlined in Table 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7. Framing and bracing are beyond the scope of this evaluation report. 8. Allowable design pressures for assemblies described in this table may be applied where the Nichi5traight/Nich1Staggered lap panels are attached to ASTM C90 fully- grouted CMU block wall using ITW Ramset TE Series power actuated fasteners (ICC-ES ESR-1799). Minimum fastener embedment is 1 inch; fasteners must be placed a minimum of 5.1 inches from the edge of the wall. lntertek 130 Derry Court• York• Pennsylvania• 17406 intertek.com/bullding a Ai:CRfDITfO .... tr-u-o,.,.,...,, PCA-101 Code Compliance Research Report CCRR-0258 Page 22 of 26 Table 6. Design Loads for Negative Transverse Wind Load (NichiShake"" Shlngles)1A·7 Fasteners per Shake Allowable ASCE 7-05 Basic ASCE 7-10 or ASCE 7- 16 Ultimate Siding 6-1/4" 8-1/4" Sheathing Building Design Pressure Wind Speed (MPH)2 Wind Speed (MPH)3 Fasti!ner Width Width 12" Width Type (psf)6 Height (ft) Exo B ExoC ExoD 15 113 102 93 20 113 99 91 6d Double HD MAZE 25 113 q7 89 Coil Nail 2 2 3 7/16" 05B -30.6 30 113 95 88 40 108 93 85 50 105 90 60 102 89 - Notes: 1. NlchlShakew fiber-cement shingle siding may only be installed on vertical walls. Fasteners must be installed In a way that does not damage the board during Installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. Exo B Exo C Exo D 146 132 120 146 128 117 146 126 115 146 123 113 140 119 110 135 117 ,no 132 115 106 2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category II, a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to+/- 0.18, and an external pressure coefficient (GCp) equal to-1.4. Under ASCE 7-16, the wind speeds are based on Ke: 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to +/-0.18, and an external pressure coefficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke: 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values In this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5. Fastener specifications for those used in testing are outlined In Table 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7. Framing and bracing are beyond the scope of this evaluation report. lntertek 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building = Al:CRlllllfU , ... C.-'ltro1:,a-o PCA-101 1-3/4-in.-long Maze double hot dipped galvanized ring- shank nails (0.125- In. shank dia., 0.365- in. head dia.) MAZE CEM-6 nail: 2 in. long, 0.278 in. dia. head, 0.119 in. dia. shank 1-1/2-in.-long 4d hot dipped galvanized ring· shank nails (0.120- in. shank dia., 0.219· in. head dla.) 6d lap siding nails (0.12-in shank dia., 2-in. long, 17/64-in. head dla.) #8 x 1-1/4-in. self- piercing lath screws ~ lntertek Code Compliance Research Report CCRR-0258 Table 7 -Design Loads for Negative Transverse Wind Load {NichiSoffit™l Fastener Spacing (in.) 8 6 8 8 8 ASCE 7-05 Basic Allowable Building Wind Speed (MPH)' Framing Framing Type Spacing (in.) Design Height Pressure (psi) (ft) Ekp 8 Exp C EkpD 15 170 169 154 20 170 165 150 Wood. 2 x4. 12 25 170 161 147 min. specific -84.4 30 170 158 145 Max. 16-inch-gravity 0.42 wide panels 40 170 153 141 so 170 149 138 60 169 147 136 15 170 155 141 20 170 150 137 Wood, 2 x4, 16 25 170 147 134 min. specific ·70 30 170 144 132 Max. 24-inch-gravity 0.42 wide panels 40 164 140 129 50 158 136 127 60 154 134 125 15 124 113 103 24 20 124 110 100 Wood, 2 x4 25 min. specific -37.6 124 107 98 Max. 16-inch-30 124 105 97 gravity 0.42 wide panels 40 119 102 94 50 116 100 92 60 113 98 91 15 .. .. .. 24 20 .. .. -Wood, 2x4, min. 25 specific gravity -18.3 .. .. - Max. 48-inch-30 .. .. .. 0.42 wide panels 40 -· --.. so ·-·-.. 60 ----- 15 96 87 - 24 20 96 -· ·- No. 20 gage 25 96 .. .. -21.6 30 96 .. .. steel Max. 48-inch-40 92 .. .. wide panels 50 89 ·-.. 60 87 .. - 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building Page 23 of 26 ASCE 7-10 or ASCE 7-16 Ultimate Ekp B 210 210 210 210 210 210 210 210 210 210 210 210 205 199 161 161 161 161 154 149 146 109 109 109 109 - - -· 124 124 124 124 119 115 113 Wind Speed (MPH)' Ekp C 210 210 208 204 198 193 190 200 194 189 186 180 176 173 146 142 139 136 132 129 126 .. - -- ·- -- .. - 113 110 107 .. .. .. -· Expo 199 194 190 187 182 179 176 181 177 174 171 167 163 161 132 129 127 125 122 119 117 . . - .. . . .. - -· -.. .. . . . . .. .. = M:r.RCIXTID .... c.r-v.~,:~ PCA-101 Code Compliance Research Report CCRR-0258 Page 24of 26 Table 7 -Continued Notes: 1. NichlSoffltw sheets may only be installed on soffits. Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category II, a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to+/· 0.18, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 and A5CE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to +/-0.18, and an external pressure coefficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke= 1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210 mph. 4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. S. Fastener specifications for those used in testing are outlined in Table 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7. Framing and bracing are beyond the scope of this evaluation report. lntertek 130 Derry Court• York• Pennsylvania • 17406 intertek.com/building = lj;CR[~Ti u .... (r'llrt,,"-8'Q PCA-101 Code Compliance Research Report CCRR-0258 Page ZS of 26 Siding Type Table 8 -Design Loads for Negative TAS 202 and TAS 203 Transverse Load (Florida Building Code -High Velocity Hurricane Zones) And Nominal Framing Material Fastening Method Fasteners and Fastenin1 Allowable Desisn Pressure (psf) Thickness (in.) 2x4 S.P.F. studs MAZE 8d CEM-8 nail (2-1/2 in. long, 0.279 in. dia. NichiBoard up to 9.25' FACE width (5/16" thick) 16" o.c. Nail head, 0.123 In. dla. shank) through plywood Into -85 psf 5/8" APA Plywood studs 16 in. o.c. 2x4 S.P.F. studs MAZE CEM-6 nails (2 in. long, 0.278 in. dla. Head, NichiPanel FACE (5/16") 16' o.c. 0.119 in. dia. shank) through plywood into studs -75 psf Nail every 6 in. perimeter and field 5/8" APA Plywood 2x4 S.P.F. studs MAZE CEM-6 nails (2 in. long, 0.278 in. dia. head, NichiPanel FACE 0.119 in. dia. shank) through plywood into (5/16") 16" o.c. vertical studs only, 2 in. from corners, 3/8 in. -70psf 5/8" APA Plywood Nail from edRes and 6 in. o.c. NichiStaggered/ 2x4 S.P.F. studs MAZE 8d CEM-8 nail (2-1/2 in. long, 0.279 in. dia. BLIND NichiStraight 16" o.c. head, 0.123 in. dia. shank) through plywood into -70 psf (5/16") 5/8" APA Plywood Nail studs 16 in. o.c. NichiSoffit up to 24" width 2x4 S.P.F. studs FACE MAZE CEM-6 nails (2 in. long, 0.278 in. dia. head, 0.119 in. dia. shank) into studs every 6 In. -70psf (1/4" thick) 16" o.c. Nail perimeter and field Notes: 1. NichlPanel products may only be installed on vertical walls. NichiSoffit may only be installed on soffits. Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2. The values in this table are based on testing per TAS 202 and 203 and represent the allowable design pressures of the siding. 3. Framing and bracing are beyond the scope of this evaluation report. 4. High Velocity Hurricane Zones are defined in Section 202 of the FBC as Dade and Broward Counties. lntertek 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building a ACCRrDITEO ""' "8"11rt,:t'll1> PCA-101 Code Compliance Research Report CCRR-0258 Table 9 -Specifications of Tested Fasteners Head Shank Minimum Siding Fastener length Diameter Diameter rJiW.3rial Sldinbvpe Fastener Penetration (in) (in) (In) Into Material (in) NichiPanel'" 1"/,. NlchiBoard'" (Face) 1'/, SPF NichiBoard'" (Blind) 1"/,. NichiStraight'"/ 1'/, NichiStaggered™ 2 0.237 0.099 NichiBoard'" (Face) l'/, 6d Double HD MAZE Coil Nail DF NichiBoard™ (Blind} 1"/,. NichiStraight'"/ 1/16 7/""0SB NichiStaggered™ 7/,,"0SB NichiShake'" '/,. 2.5 0.236 0.097 SPF NlchiBoard'" (Face) 1'/, NichlBoard'" (Blind) 2'/,. NichiFrontierr"' (Face} l'/s SPF NichiFrontier'" (Blind) 19/,. 6d Ring Shank Double HD MAZE 2 0.233 0.105 NichiStraight'"/ 1/15 Coil Nail 7/16" OSB NichiStaggered"''' SYP 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel™ 23/1, NichiBoard'" (Face) l'/, SPF Double HD MAZE Asphalt NichiBoard'" (Blind) 1'/,, & Fiberglass Shingle Nail 1.75 0.365 0.125 SVP NichiBoard'" (Blind) l'/,. NichlBoard'" (Face) '!,, 7/1611 05B NichiBoard™ (Blind) 7/16 Grabber #8 Flat Wafer SPF NichiPaneP ... 15/16 Head Screws 6 1.625 0.406 0.166 20GASteel NichiPane11--- NichiPaneflM -- Aerosmith Fastening 1.5 0.301 0.106 20GASteel NichiBoard'" (Face) .. Systems, VersaPin 7 NichiSoard™ (Blind) -- 1.375 0,251 0.107 20GASteel NichiPaneln, -- #8-18 Wafer Head ROCK-ON™ 8 1.625 0.395 0.162 20GASteel Screws NichiStraight'"/ --NichiStaggered™ 1.25 0.300 0.145 Concrete NichiBoard™ (Face) 3/4 Block Aerosmith Fastening NichiBoard'" (Blind) 1'/, Systems, SurePin9 Concrete NichiStraight'"/ 2 0.300 0.145 Block 1'/, NichiStaggered'" Notes: 1. SPF (Spruce-Pine-Fir) framing material is assumed to have a Specific Gravity of 0.42 or greater. 2. DF (Douglas Fir) framing material is assumed to have a Specific Gravity of 0.5 or greater. 3. OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater. Where fasteners are installed through 058 sheathing into SPF studs, a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. lntertek 4. SVP (Southern Yellow Pine) framing material is assumed to have a Specific Gravity of 0.5 or greater. S. Alternative fasteners must meet the minimum head and shank diameters listed in Table 8. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 3. 4. 5. 6, and 7 of this lntertek CCRR. 6. Fastener pull-out capacity based on manufacturer {Grabber Construction Products, Inc.} technical data sheet and a safety factor of 3. 7. Fastener pull-out capacity based on PEI Product Report PER-()6014 and a safety factor of 3. 8. Fastener pull-out capacity based on ITW Buildex and Illinois Tool Works, Inc. Product Report No. 02722 and a safety factor of 3. 9. Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. 130 Derry Court •York• Pennsylvania • 17406 intertek.com/building Page 26 of 26 Fastener Withdrawal Vaiue(lbs) 42.2 34.4 42.2 34.4 53.1 65.2 16.9 16.9 45.9 53.6 29.8 41.4 17.9 65.2 35.5 45.4 70.1 21.3 21.3 85.0 88.3 94.7 94.7 94.7 94.7 95.0 233.1 233.8 233.8 II 111:CRf~TEU ...... Cr.'l<r.01,·-e. PCA-101