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1915 SEA OATS DR RESA22-0021 Nichiha Siding.nterfek Total Quality. Assured. DIVISION: 07 OO OO.THERMAL AND MOISTURE PROTECNON Section:07 45 O0 - Fiber-reinforced Cementhious Panels REPORT HOLDER: Nlchiha USA lnc. 5465 E. Johns Crossing Suite 250 Johns Creek, Georgia 3fi197 www.nichiha.com REPORT SUUECT: NichiProducts'" Fiber-Cement Siding Products 1.0 SCOPE OF EVATUATION 1.1 This Research Report addresses compliance with the following Codes: 2018, 2015, and 2012 lnternotionol Building Codeo (lBC) 2018,2075, and 20L2 lnternqtionol Residential Code@ (lRc) 2Q2O Florida Building Code- Building (FBC)and Residential (FRCI (including HVHZ) (see Section 9) 2019 Colifornio Building Code - Building (CBC) and Residential (CRC) (see Section 9) NOTE: This report references 2018 lnternational Code sections. Section numbers for the 2015 lBC, 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 propertles Wind resistance Su rface burning characteristics Noncombustibility Weather protection 1.3 The NichiProducts'x siding products have been evaluated for the following uses (see Table 1): Use as an enerior wall covering in accordance with IBC Section 1405.16 and lRCSection R703.10. Use on exterior walls in Types l, ll, lll, and lV construction Code Compliance Research RePort ccRR-0258 lssue 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 COMPTIANCE 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 NichiProductsil 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 11, 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 0 and a smoke-developed index of O when tested in accordance with ASTM E84. 4.4 Noncombustibiliry: 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. 4.5 Fire-resistance-rated Construction: Fire-resistance- rated construction is outside the scope of this report. 130 Derry Court o York o Pennrylvania o l74AG intertek.com/buildlng EilEIll:cil D{t0 PCA.'101lntertek RESA22-0021 Code Compliance Research Report CCRR-0258 s.0 rNsTAu.ATroN 5.1 General: The siding must be installed in accordance with the Nichiha USA lnc., 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. 5.2 Application: Under the 2018 lBC, the siding products must be installed over a water-resistive barrier complying with Sections 1403.2ll414.2] 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 lRC, 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 coNDrTtoNs oF usE 6.1 lnstallation must comply with this Research Report, the manufacturer's published installation instructions, and the applicable Code. ln 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. 5.3 When the wall construction includes a combustible water-resistive barrier and is required to be of Type l, ll, lll, or lV 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, lnc. Page 2 of 26 7,0 SUPPOBTING EVIDENCE 7.1 Reports of tests in accordance with ASTM C1186, ASTM E84, ASTM E135, and ASTM E330. 7.2 lntertek Listing Report "Nichiha USA, lnc. NichiProducts'" Fiber-Cement Siding Products" on the lntertek Directorv 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 lnc., name, and address, the product name, the lntertek Mark as shown below, and the Code Compliance Research Report number (CCRR-0258). lntertek ccRR.0258 9.0 OTHER CODES 9.1 California Bullding 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 7A7A.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 5.0 of this report. Section numbers for the CBC * Building and Residential correspond to the 2015 IBC and IRC section numbers. CODE COMPTIANCE @ 130 Derry Court . York r Pennsylvania o 17406 intertek.com/buildine FilEI ArcRtDrr$ PCA.101lntertek Code Compliance Research Report CCRR-0258 9.2 Florida Building Code 9.2.1 Scope of Evaluation: The NichiProducts'" siding products were evaluated for compliance with the 2O20 Florido Building Code - Building and Florida Building Code - Residentiql. 9.2.2 Conclusion: The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2O2A Florida Building Code - Building and Florido Building Code - Residentiol, subject to the following conditions: Use of the NichiProducts Siding in Types l, ll, lll or lV construction, is as permitted in Florido Building Code - Bu i ld i ng, Section 7406.2.1. Attachment of NichiProducts for compliance with the High-Velocity Hurricane Zone (HVHZ) provisions of the 2020 Florida Euilding Code - Building and the Florida Building Code - Residential is described in Table 8 of this report. Page 3 of 26 ln HVHZ applications, the NichiProducts siding must be installed over CBS constructlon or 5/8 in. (S-Ply) plywood supported by 2 by 6 wood or No. 18 gage metal studs, spaced at 16 inches on center. lntertek is an approved evoluation entity and quolity ossurance entity pursuant to Florida Statute 553.842 - Praduct Evaluotion ond Approvol. 1O.O 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 iurisdiction 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://bpdirectorv.intertek.com is recommended to ascertain the current version and status of this report. This Code Compliance Research Report ("Reporf') 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 liabilityto any party, other than to the Client in accordance with the agreement. for any loss, expense or damage occasion€d 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 repr€sentations made therein. The Report is not an endorsement or recommendation for use of the subiect and/or product described herein. This Report is not the ,ntertek Listing Report covering the subject product and utllized for lntertek Certification and this Report does not represent authorization for the use of any lntertek certification mark. 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. 130 Derry Court o York o Pennsylvania o t7406 i ntertek.comlbui ldine Hg K:CfttOITIU PCA-t01lntertek Code Compliance Research Report CCRR-0258 TABLE 2 - I{ICHIHA SIDING DESCRIPTION Page4ot26 TABLE 1 - PROPERTIES EVALUATED PROPERW 2018 and 2015 r8c sEcTtoNr 2018 and 2015 tRcsEcTtoNl 2020 FBC - Euildingl 2020 FBC - Residentiall 2019 CBC1 Physical properties 1403.10 t1404.101 R703.10 1404.10 R703.10 1404.10 Surface burning characteristics 1403.10 11404.101 R703.10 1.404.10 R703.10 1404.10 Noncombustibility 703.5 NA 703.s NA 2A2,703.5 Wind resistance 7404.1,5 t140s.161 R703.16 1405.16 703.L.2 1405.16 Weather resistance 1403.211404,21 R703.2 1404.2 R703.2 1404.2 1 Section numbers may be different for earlier versions of the lnternational, California, and Florida Codes. Product Name Nominal Thlckness (in.)Siding Dimensions lntended Use Description NichiBoard'" plank s/16 Width: 5.25, 6.25, 7.25, 8.25, 9.25 and 12 inches Length: 12 feet Lap siding Smooth or Cedar finish NichiPanel'n sheets s/16 4 feet by 8 feet 4 feet by 10 feet 4 feet by 1.2 feet Panel siding Cedar, Smooth, Stucco and Grooved- 8-in.- oc- Cedar finish Nichistraight* and NichiStaggered* lap panels s/16 16 inches wide by 4 foot long Lap panel siding Designed to look like individual cedar shakes NichiShake* cladding sl76 Width: 5.25,8.25 and 12 inches Length: 18 inches Lap shingle siding Designed to look like individual cedar shakes NichiSoffit*U4 12, 16 inches wide by 12 feet long; 24, 48 inches wide by 8 feet long soffit Vented or Nonvented; Smooth or Cedar finish 130 Derry Court o York o Pennsylvania. 1,74OG intertek.com/buildine Al)CRTOfltr PCA-I01lntertek Code Compliance Research Report CCRR-0258 Table 3 - Desien Loads.for Nesative Transverse Wind Load (NichiBoard'" Pla,nkll'a'7 130 Derry Court o York o Pennsylvania; L74OG intertek.com/buildins Page 5 of 26 EilEIirl(]Ruot1lt, PCA.I01 Slding Type Siding Fasteners Face/8llnd Effective Fastener Spacing framlng Type Allowable DesiBn Pressure {psf}6 Eulldlnt HeiIht (ft) ASCE 7.05 Brslc Wlnd Speed (MPH)2 ASCE 7-10 ot ASCE 7-16 Ultlmate Wind Speed {MPH13 rleld {in}(ln! Exp B Exp C Exp I Exp B Exp C Exp o 5.2s" 16.25" NkhiBoard* 6d Double HD MAZE Coil Nail Face 16 5.2s/6.25 5PF -49.5 15 143 130 118 185 168 153 20 143 L26 115 185 163 r49 25 143 124 LL1 185 160 146 30 143 121 !77 185 1s6 144 40 138 118 109 178 L52 L40 50 133 115 x06 172 144 \37 50 130 113 105 168 146 135 DT -76.5 15 770 1,62 747 210 209 190 20 r70 157 744 2to 203 fdJ !70 154 74!270 199 182 30 170 151 139 210 195 7'19 40 L70 746 135 210 189 174 50 165 143 210 184 771 60 162 140 130 209 181 168 a4 s.2s/6.2s 5PF 33.0 15 7 106 97 151 717 L25 20 Ll'l 103 151 133 L22 t,117 101 93 151 1s 119 30 717 99 91 151 128 rL1 40 1,t?96 89 L45 124 114 50 109 94 87 t4l 1 ].12 60 105 92 86 737 119 110 DF -51.0 15 i46 132 120 188 7 r55 20 146 128 *7 188 166 151 25 1,46 126 115 188 162 L49 30 146 t23 11 188 159 1,46 40 140 119 110 180 154 742 50 135 117 108 L75 151 140 60 132 115 106 171 148 s.25* t 5.25" NlchiEmrd" MAZE 8d nail- 2-1/2 16 s.2s/6.25 5PF -85 15 170 170 155 210 210 200 20 170 166 151 210 210 195 inches long, 0.279-inct dia. head,0.l.23-inch 25 170 162 48 210 209 191 30 770 159 46 210 205 188 dia. shank 40 170 154 742 zto 199 184 50 L7A 150 40 210 794 180 60 t70 747 137 210 190 t77 5.2r" 16.25" NlchiSoard" & Double HD MAZS Coil Nail Blind 16 5.2s16.2s SPF -35.1 15 t2L 110 100 156 142 129 20 x2x 107 97 156 138 126 25 t2!104 96 156 135 !23 30 121,to2 94 156 132 121, 40 116 99 92 150 1ra 118 50 112 9?90 1.45 125 116 60 110 95 88 L42 xt3 114 24 s.25/6.2s SPF -23.4 15 99 90 127 116 20 99 87 727 112 25 99 85 110 30 99 r27 108 40 9s 122 50 92 118 60 90 116 lntertek Code Compliance Research Report CCRR-0258 Page 6 of 26 Table 3 - Continued {NichiBoard'" Plankll'4'7 Siding Type Siding Fasteners FacclBlind Effecfive f astener SpacinS Framlnt Type Allowable DesiSn Prcu:c (ps05 Bulldlnt HGtrht (ft1 ASCE 7-OS Baslc wlnd Sped (MPH}2 ASCE 7-10 ot ASCC 7-16 Ultimate wlnd sp.cd (MPH}3Fram€/Horlzontel (inl Field (rn) &pB Exp c Exp D Exp B Erpc Exp 0 5.25" 16.25" NichlBoard* Double HD MAZE Blind t2 5.2s16.25 't 116" osB -41.O 15 130 118 108 168 153 139 20 130 11s 105 168 749 136 25 130 113 103 168 1,45 133 30 130 110 101 168 742 131 40 1,25 147 99 162 138 128 50 727 105 97 r57 135 125 60 118 103 95 1S3 133 123 16 s.2516.2s 71L6" osB -30.7 15 713 103 93 146 132 720 ?o 113 100 91 746 r29 7t7 25 7 98 89 146 726 115 30 1 95 88 146 723 113 40 108 93 86 140 120 111 s0 105 91 136 108 60 103 89 t32 115 107 SPF -56.1 15 153 139 126 r97 t79 163 2A 153 135 123 197 !74 159 25 153 7?2 197 L70 155 Shin8le Nail 30 153 1,29 119 t97 167 153 40 747 725 116 189 162 L49 50 742 722 113 183 758 746 60 139 120 rtz 779 155 14it 24 s.2s16.25 o5B -20.5 15 92 119 108 20 92 119 105 92 119 30 92 119 40 89 7L4 50 86 777 60 108 5PF .37.4 15 125 113 103 151 146 133 20 125 110 100 161 142 130 25 125 108 99 161 139 727 3o 125 105 97 151 136 125 40 120 102 94 154 L32 L22 50 716 100 93 150 729 119 60 113 98 91 146 727 118 5.2t' 16.2s" NlchiBoard- Aerosmith Fastening Systems, VeEaPin Face 1b 5.256.25 20 GA Steel -136.3 15 710 770 L70 210 210 270 20 7-10 170 774 210 210 214 2s 7'10 170 170 zto 210 210 30 710 170 170 2LA 210 210 40 170 770 170 270 210 210 50 170 770 170 210 270 210 60 170 170 170 210 210 210 24 s.2516,2s 20 GA St€el -90.9 15 170 170 160 210 210 70? 20 170 156 210 210 202 25 170 168 1s4 zLO 2lo 198 30 770 164 151 210 210 195 40 170 159 r47 210 206 190 50 770 756 744 210 201 786 60 170 153 t4z 210 797 183 Blind 16 s.2s16.25 20 GA Steel .27.5 15 107 97 88 138 12s 114 2A 107 94 86 138 122 111 25 107 92 138 119 109 30 107 90 138 1L7 107 40 103 88 r32 113 50 99 86 128 1 60 97 125 109 130 Derry Court . York o Pennsylvania . t74O6 intertek.com/buil dl nq EAEIIICrufliII PCA-101lntertek Code Compliance Research Report CCRR-0258 PageT ot26 Table 3 - Continued {NichlBoa.rd* PlankF''7 Sidtng Type siding Fastener5 Face/Blind Eff ective tastcnar spacing Framlog Type Nlowabl. Design prrssrrre (ps06 EulBlng Heisht (ft] ASCE 7-05 Basic Wind Spced (MPH)2 ASCE 7-10 ot ASCE 7-16Ultimatc wlnd sped (MPH}3FEme/Horirontal (lnl Field (in) Exp B Exp C Exp D Exp B Eryc Exp 0 7.25" l,lichlBoard"6d Double HD MA7E Coil Nail Face 16 7.25 5PF -42.7 15 133 tzr 110 772 155 t42 20 133 717 707 772.7s2 138 25 115 105 172 148 136 30 133 103 772 145 734 40 128 109 101 165 14t 130 50 724 707 99 160 138 128 60 t21 x05 97 1s6 135 126 DF -66.0 l>166 150 136 210 794 176 20 166 146 133 2to 188 r't2 ,5 166 l4J 131 270 184 169 30 766 740 729 270 181 155 40 159 136 125 205 175 162 50 154 133 123 199 171 159 60 150 130 72L 794 168 156 24 7.25 SPF -28.4 l5 109 99 90 140 115 20 109 96 88 140 724 113 25 109 94 86 140 121 tL7 30 x09 92 740 119 109 40 104 89 135 115 106 50 101 a-7 130 172 60 99 86 ,27 110 DT -44_A 15 135 123 11 175 158 7M 20 135 779 109 140 25 135 177 107 175 151 138 30 135 71L 105 775 747 136 40 130 102 767 143 r32 50 726 104 100 L62 140 130 60 123 106 99 158 137 ,.28 B,lnd 16 7.25 SPF -26.7 5 104 95 86 135 12?.111 10 104 92 13S 11E 10a 25 104 90 135 116 105 30 104 88 135 77L 40 100 85 129 110 50 97 125 108 60 95 r21 106 uAaESdnail-2-L/) Face L5 7.2s SPF -85 1)7'10 170 155 210 210 200 20 170 156 151 210 210 195 inches long, 0.279- rch dia. head, 0,123 25 170 762 148 210 209 191 30 L70 759 1.46 zxa 205 x88 inch dia. shank 40 770 754 !42 zLO 199 184 50 t70 150 140 2to 194 180 60 170 74'l 737 110 190 177 130 Derry Court o York o Pennsylvania . 17406 intertek.cgm/buildins LcRtoill:0 PCA.t01lntertek 111 'l 1? 'l)7 111 Code Compliance Research Report CCRR-0258 Table 3 - Continued {NichiBoard* Plank}La'7 130 Derry Court c York o Pennsylvania o intertek.com/builClnq Page t of 26 Sidlng Type Siding Fasteners Facc/8llnd EffectlE Fasirner spaclnt framing Type Allow.ble DeCtn Prcssure lpsfl6 Building H€lght (ft1 ASCE 7{5 Baslc Whd spccd (MPfi)2 ASCE 7-1O or ASCE 7-16 LJlilmte wird spcd (MPll)3tramdHorlrmtal (in)rbld (inl Exp B ExP Exp I tupt Exp C Exp t 7.25" NichiBoard'"Double HD MAZE Asphalt & Fiberglass Shln8le Nail Blind 72 7.25 7/16" osB -35.3 15 121 110 100 156 1,42 729 20 121 107 98 156 138 116 ?\111 105 96 156 135 724 30 102 94 156 132 r22 40 116 99 92 150 128 118 50 113 97 90 145 125 115 60 110 95 89 142 123 t74 24 7.25 SPF -25.2 15 702 93 132 120 109 20 L02 90 732 777 106 25 102 8a L)2 774 30 102 a7 732.\12 40 98 t27 108 50 9S r23 tuo 60 93 120 7.25" NichiBoard MAZE R-104 (1-314 in. long, 0.144 h. shank, 0.325 in- head) Blind L6 ?.25 5PF -53 l5 748 135 t22 L92 L'|4 158 20 148 131 119 192 169 154 25 148 128 177 792 165 151 30 148 t25 115 r92 162 149 40 142 122 772 184 145 50 138 119 110 fia 153 742 60 134 716 108 L73 150 140 lntertek 17406 1)1 mH ft ritDtII0 PCA.,I O1 Code Compliance Research Report CCRR-0258 Table 3 - Continued {NichiBoard- Plankll'a'7 Page 9 of 25 Sldhg rype Siding Fasttrcrs FacelBltnd [fHlre Fastenet Spacing Framing TYPe Allowa ble De6i gn Fressure Btlildlng Heisht (ft ASCE 7-lr5 Basi6 wind Speed (MPH)2 ASCE 7-10 or ASCE 7-16 Uhim.tc wind speed (MPHltframe/Horlzontal (in)Field (ln) Exp B ;rp c Erp O Crp B EIpc Exp D 7.25" tlichlBoard* Aerosmith Fastening Systems, VersaPin Face 16 7.25 20 GA St*l t17.5 770 170 170 210 210 210 20 170 170 170 274 2to 210 25 170 170 170 210 210 210 30 170 170 170 210 )10 )10 40 170 170 167 zr0 210 ?10 50 170 L70 164 zto 210 60 774 770 L62 210 210 209 24 7.25 20 GA Steel -74.3 15 t7a 164 149 270 210 t92 20 170 159 145 210 205 188 25 170 156 143 170 201 184 30 170 152 140 210 19'I 181 AA 770 148 737 210 x91 176 50 168 745 134 2LO 7R7 60 164 142 132 zLO 183 170 8.25" illdriBorrd'x 6d Double HD MAZE Coil Nail Face 16 8.25 5PF -37.5 15 t25 113 103 161 146 133 20 125 110 100 161 142 130 25 125 108 99 lol 139 L27 30 125 105 161 136 175 40 120 102 95 155 137 r22 50 116 100 93 150 l)9 120 60 113 98 91 146 127 118 DF -58.0 15 155 L47 128 200 ta2 165 20 155 137 125 200 tr7 161 7q 155 134 !23 200 173 158 30 155 131 1 200 169 156 40 149 1)a 118 192 164 t52 50 144 114 tr)186 161 149 60 141 \22 113 182 158 146 8.25 SPF -25.O 15 102 92 132 119 108 )o 102 90 132 116 106 25 142 88 132 LL4 30 lo2 86 732 40 qa L26 108 50 95 122 105 60 119 DF -38.6 15 121 104 164 1rA 135 )o r27 172 102 164 144 L32 )\127 1G|100 !64 71t 729 30 127 tol 98 t64 138 r27 40 122 104 96 157 124 124 50 118 to2 157 131 60 115 100 93 148 129 120 MAZE 8d nail - 2- 1/2 inches long, 0.279-inch dia. head, 0.123-inch dia. shank Face 1b 8.25 SPF -85 15 r70 170 155 2lo 210 200 20 7'to .166 151 270 210 195 25 170 !62 148 210 209 191 30 770 159 x46 270 188 40 170 154 142 210 199 184 50 170 150 140 210 194 180 bU t70 t47 737 210 190 L7? 130 Derry Court r York r Pennsylvania. 17406. intertek.com/building Eilg Al;CfiEt)',11"0 PCA.101lntertek 1{ 17q 111 '115 1)1 Code Compliance Research Report CCRR-0258 Table 3 - Continued {NichiBoard* Planllr,4,7 Page 10 of 25 Siding Typ€Slding Fastener!Facc/8llnd Effective Fastener Spacing Framing Type Allosa ble Desi tn luildlnt {elsht (ft ASCE 7-05 Eosic Wind Spced (MPH|2 ASCE 7-10 or ASCE 7-16Uhlm.te wtnd Speed (MPH)IFrame/Horlzontal (in)Field (in! ExD B EDc ExD D Exo B Ero (EpD a.25" NichiBoard* Blind 8.25 71L6" 05B -29.5 15 111 100 91 143 130 118 20 111 98 89 L43 726 115 25 17!96 87 143 113 30 111 94 86 143 121 1 Double HD MAZE Asphalt & Fiberglass Shingle Nail 40 1.,l8 q1 117 103 so 103 89 133 714 106 60 100 130 112 MAZE R-104, 1- 76 8.2s SPF -45 15 138 126 114 fla 152 147 3l4" lon8.0.326 in, dia. head, 0.144 in. dia. shank 20 138 122 1?8 145 138 119 178 154 141 30 138 r77 LO7 774 1s1 139 40 105 146 50 724 103 143 132 60 L25 108 101 162 140 130 Aerosmith Fastening Systems, VersaPir Face 16 8.25 20 GA steel -103.3 15 L70 770 r70 210 210 210 20 LIU 770 767 270 210 210 25 170 !70 lM 270 270 270 30 170 770 161 270 zto 208 40 170 770 157 210 2t0 203 50 770 766 754 270 2\O 799 60 170 153 151 270 210 19s 24 8.25 20 GA Steel -68.8 1S 769 153 139 270 198 180 20 169 749 136 770 193 176 ?5 169 146 134 270 188 t73 30 169 143 131 270 185 170 40 762 139 72A 210 779 lb5 50 L57 136 I16 203 175 162 50 153 133 124 198 172 160 130 Derry Court o York r Pennsylvania. t74O6 intertek.com/building *lcRrilI$ PCA.101lntertek 127 111 1?1 111 171 111 Code Compliance Research Report CCRR-0258 Page 11 of 26 Table 3 - Continued (NichiBoard'" Planfi)l,q7 Siding Type Slding Fastencrs Face/Blind Effectlve tast€nar SDadnr Framiqg Type Allowabh Desbn e<<ura lo<fl6 Euilding HelSht {ft1 ASCE 7-05 Easlc wsrd (nad lMtul2 ASCE 7-10 or ASCE 7-lSUlHmateFram€/llorirontel {inl Fleld (in)€xp I &pC €rD (Exo B ExD C Erp o 9.25" NkhiBoard* 6d Double HD MAZE Coil Nail Face 75 9.25 5PF -33.4 15 118 to7 97 152 138 125 20 118 104 95 152 134 r22 25 702 93 152 131 120 30 118 100 92 152 t29 118 40 97 89 146 125 115 50 110 94 88 14L t22 50 707 93 86 138 120 111 DF "51.7 15 747 133 t2l 189 172 155 20 741 t?9 118 189 167 rs2 147 126 116 189 163 150 30 r47 124 114 189 160 t47 40 741 120 111 182 155 143 50 136 r17 109 176 152 140 60 133 115 LO7 172 149 138 24 9.25 SPF -22-3 15 96 a7 174 113 20 96 L24 110 ?5 96 r24 lo7 30 96 40 92 119 50 89 115 60 87 113 DF -34.5 15 1,20 109 99 154 140 20 120 106 96 754 136 t24 25 120 103 95 154 133 722 30 120 lut 93 1g 131 120 40 115 98 91 148 7 50 1 96 89 144 124 115 60 109 94 a7 140 122 113 16 9-2s SPF -85 15 170 170 155 210 210 200 MAZE 8d nail - 2-112 inches |ong,0.279- lnch dia. head,0.123- inch dia. shank 770 166 151 2to 210 195 25 170 L62.L4A 210 209 191 30 770 1s9 746 2to 205 188 40 710 154 142 210 199 184 50 170 150 140 zr0 794 180 60 770 747 737 210 190 7?7 9,25" NichiBoard" Double HO MAZE Asphalt & Fiberglass Shingle Nail Blind 12 9.25 7h6" OSR -23.5 15 99 90 727 116 105 20 99 87 127 112 25 99 85 121 110 30 99 t27 108 40 9s 722 50 92 118 60 90 116 MAZE R-104 nail: 1- 3/4" long, 0.326 in. dia. head, o.144 in, dla. shank 16 9.25 SPF -34 15 119 108 98 153 139 726 20 119 105 96 1s3 135 723 119 toz 94 153 L32 121 30 119 100 92 1s3 130 119 40 71,4 97 90 1,47 126 116 50 110 95 88 143 123 714 60 108 93 87 139 720 7L2 130 Derry Court . York r Pennsylvania . 17406 intertgk.com/buildins FEIEI&lctrtrltU PCA-10'1lntertek 118 113 7?7 Code Compliance Research Report CCRR-0258 Table 3 - Continued (NichiBoard* Plankll'a'7 Page L2 of 26 siding Type Siling Fastencr5 FacelBlind Effectlve F.stencr Spaclnt Framing Type Allowable Design Prssutc (psfl5 Buildlng Heighl (ft) ASCE 7{5 Batic wind spced (MPH)2 ASCE ,-1O d ASCE ?-16Ultlmt Wlnd speed (MPH}3FramelHoriroirt.l {in) Field (in) Exp B EIpc Exp Exp B Exp C ftpD 9.25" NtchiSoard- Aerosmith Fastening Systems, VersaPin Face 16 9.25 20 GA Steel -92.L 170 170 161 210 210 208 20 770 770 157 270 210 203 75 770 169 155 210 zto 200 30 t70 155 152 210 210 196 40 770 160 L48 210 207 191 50 770 757 145 270 202 188 60 770 754 143 210 199 185 24 9.25 20 6A Steel -6X.4 15 160 145 132 206 787 770 160 141 L29 206 182 76 25 160 138 t26 206 178 163 30 160 135 t24 206 714 160 40 153 131 198 169 156 50 148 t2a 119 192 165 153 60 145 126 117 187 162 151 130 Derry Court r York o Pennsyhania . 17405 intertek.com/buildins ltcffiDrTtu PCA-t0llntertek 15 1)1 Code Compliance Research Report CCRR-0258 Page 13 of 25 Table 3 - Continued (NichiBoaf-d* Plankll'4'7 1. t{ldil8erd- fiber cehent lap siding may only be irota}led on vertial walls. FastereG must be installed io . my that d@i not damlge the board dsring installatigo. Where n€cBrary pre-drilled hohs may be used io combination with hand-nailed fastemB to avoid dama8e to thc fib.t ement product. 2. ASCE 7-05 Ba5-rc Wlnd Spled5 .rc based upon scup.ncy calegory ll, a wind directionality hrtqr lru) equal to O.85, !n internal pressure coe-fiicient ((Pi) equal io +/{.1& and an extmal presrure coefficient {GCp} equal to .1.4..Ihe eft€cts oftopogr.phic featurE have not been considered and the wind sp€ed has ben limited to 1.7&nph. 3. ASC€ 7-10 and SCE 7-16 Ultimaie Wind Speeds are based upon a wlnd directi@ality factor ((dl equal to 0.85, an iFtemal pressre c@t{icimt (6Cd) eqwl to +lQ.Lg, and an €turnal pressure ceffEi€ff (GCp) eqwl to -1.4. Under ASCE 7-15, the wind rp.eds arebasad on (e = 1.0. Th€ effecls oftopographic reatur6 have mt ben @6idcred and the wind speed ha! been liDited to 210mph, 4. Th€ values in this bble are b6ed on testint per ASTM E33O af,d tcprEent the allilable cap.city ol th€ siding to resist the wind prcssures assEiated with the corEipording wind speed. 5. Faiterer 9p€cifuatioosfor th6e ui€d in tsting are outlined in Tabl€ 9 of this lfltenek CCfiR. Theie specili@tids may be uted bV the deslgner of r€cord to determine the a@ptability of altmative fastaneE. 6. Allowable dsign prccsures in hithlight€d cells have been adlGted bassd on the listed allouble withdrawal oprcity of the tesd fastener, 7. F,amir€ and bEcing aE beyond the scope ol thi5 evaluetion report. L Allowable desien presurei toi assemblies delcrib.d in this table may be applied wh.E the Nichigoard Plank is tfached io AsTM CgOfully-Eromed CMU blck Mll uing ITW Itamsd TE Seties power actuated fasteners (ICC-E5 EsR-1799), Minimum fastener mbedment is 1 inch; fasteners must be daced a minimum of 5.1 irches from the edge of the wall. 130 Derry Court o York r Pennsylvania c 174O6 interteli.com/buil dlng Sidlng Type Slding Fartaners tacel8lind E t6tlrre fasten€r Spacing Framing Type Allowablt oeslgn lressure (psf)6 0ullding H.ight (ft) ASCE ?-05 Boslc wtnO sp""a lUmr)2 ASCE 7-10 0r ASCE 7.16 Ulrimate wind Spmd {MP}ll3f nme/llorirontel (inl Field {in)Exp B Exp C Exp D Exp I Exp c Exp D 12" ilichi8oard"6d Double HD MAZE Coil Nail Face 16 12 SPF -25.8 15 103 94 85 134 12t 110 20 103 91 134 118 108 25 103 89 115 106 30 103 a7 134 113 40 99 128 110 50 96 124 707 60 94 tzl 105 DF -39.8 15 129 Ll7 106 166 151 737 zo 729 113 104 166 147 134 25 129 102 166 143 131 30 729 109 100 166 140 129 40 123 106 97 159 135 26 50 720 103 96 154 133 3 60 7L7 101 94 151 131 1 24 12 SPF -17.2 1S 109 109 25 109 30 109 40 50 60 -26.5 15 105 95 81 136 t23 772 20 105 93 136 r20 1m 25 i05 91 136 177 107 30 105 89 136 11s 105 40 101 86 130 11.1 50 98 126 109 60 95 123 107 12" ilichlBoard"Aerosmith FasteninS Systems, VersaPin Face lb t2 20 GA Steel 7t.o 15 70 156 742 210 201 183 20 70 151 138 210 196 179 25 70 148 136 210 191 775 30 7A L45 133 210 187 t72 40 16s 741 130 210 782 168 50 160 138 128 206 t78 165 60 156 13s 126 207 175 762 24 72 20 GA Steel -41.3 15 140 t27 116 181 164 149 2A 140 L24 113 181 160 146 140 721 111 181 156 143 30 140 119 109 181 153 141 40 135 106 774 L49 737 50 130 112 104 168 145 134 60 727 1r0 103 754 742 132 Notes lntertek HEI Aliciil 0lrL, PCA.101 11, 115 Code Compliance Research Report CCRR'0258 Page t4 ot 26 Table 4 - Desien Loacls for Neeative Transverse Wincl Loact (NichiPanelil Sheetll'a'7 1il0 Derry Court o York o PennsylvaniT o tll($ i ntertek.com/buildins EAEI/tacftt 0Ttl PCA.101 Panel Fa*rner5 Fastener Spa6ing Framlnt Type Framlng Spacing Aloerable DeslgnPressure6 (Pdl Building Height {ftl ASCE 7-05 Easlc r rind Speed (MPHI2 ASCE 7-10 or ASCI 7-15Uhim.te , wlnd spced (MPH)-Pedmetet (tn!Field (lnl Exp B €xp C Erp D Exp B tupc Exp D 6d Double HD MAZE Coil Nail 6 12 SPF Lumber 16"o.c.-28.7 15 109 99 90 t4L 128 116 20 109 96 88 141 124 71 25 109 94 86 141 L22 111 30 109 92 141 119 109 40 105 90 x35 116 707 50 101 a7 131 113 60 99 86 128 111 6d oouble HD MAZE Coil Nail 8 8 5PF Lumber 16"o.c._43.0 15 134 121 110 771 157 742 2A 714 118 108 !73 152 139 134 115 106 171 149 136 30 134 113 104 1'?3 146 134 40 L28 110 101 166 742 50 !24 ro'1 99 160 138 128 60 t27 105 98 157 135 126 24"o.c.-ro.4 l>1t2 102 93 145 132 120 20 112 99 91 145 7ZA L17 25 rtz 91 89 14s 125 115 30 772 95 87 145 123 113 40 108 92 85 139 119 110 50 105 90 135 116 108 50 102 88 132 tl4 106 MAZE CEM-6 nail: 2 in. long 0,278 in. head,.l19 in, shank 6 6 sPF Lumber 16"o.c.-75 t(170 160 L46 210 207 188 20 770 156 142 210 201 183 ?5 r70 152 139 210 196 180 30 170 149 137 210 192 177 40 169 145 134 210 187 773 50 164 141 131 2X0 182 169 60 160 139 129 206 179 167 24"o.c--40.6 15 130 118 707 158 152 138 20 130 115 105 168 MA 135 25 130 112 103 168 145 133 30 130 110 101 168 t42 30 40 LZs 107 98 16X 138 21 50 127 104 96 156 134 25 60 118 102 95 152 r32 123 MAZE CEM-5 nail: 2 in. |ong,0.278 in. trcad, .119 in. shank i" along /enicl ;tuds only rlong €rtical tuds )nly SPF Lumber 16"o.c.-70 15 770 155 147 2ro 200 181 20 170 150 r37 zto 794 177 25 770 147 134 210 189 774 30 L70 !44 132 2to 186 177 40 1,64 140 129 21,O 180 167 50 158 136 205 r'16 163 50 754 734 !25 199 tt3 161 6d Double HD MAZE Coil Nail 4 4 SPF Lumber 16"o.c.-8s.9 L70 t70 156 270 270 201 20 170 167 152 270 210 196 170 163 149 210 zto 193 30 770 160 147 270 206 189 40 t'l0 743 210 2@ 185 50 L70 151 140 270 195 181 60 170 149 lj}8 210 192 774 24"o.c.-60.9 15 159 144 131 205 186 169 20 1s9 140 128 20s 181 165 25 159 117 726 205 ,77 762 lntertek Code Compliance Research Report CCRR-0258 Page 15 of 26 30 159 134 t24 205 774 159 40 1s3 130 120 L97 168 156 50 148 t27 118 191 165 L52 60 144 125 L16 186 162 150 130 Derry Court r York o Pennsylvania t 17406 intertek.com{buildine lntertek EilEIAactrDtltt PCA.101 Code Compliance Research Report CCRR-0258 Table 4 - Continued (NichiPanel'" Sheet)1,47 Page 15 of 26 Panal Fastcmr5 FastemrSpacing Framing Type Framing Spacint AllowableDeritn erassuFc lpsf; Buildirf, HlBht (ftt ASCE7{SaeCc wind spced (MPH)2 ASCE 7-10 or AS(E 7-16 Ultimate Wind Soeed tMPHl3Perimt€r (inl rldd (inl Erp B €rp c Exp D Exp B ErD c Erp D 8d M6onite Siding Nails 6 t2 5PF Lumber 15"o.c.-39.9 15 729 r71 106 166 151 737 20 7?9 114 104 156 t47 134 23 129 111 702 166 143 131 30 179 109 100 166 141 129qr2410698160135126 50 120 103 96 155 123 50 177 101 94 151 131 122 24"o.c.-26.6 15 105 95 a7 136 123 772 20 105 93 136 120 109 25 105 91 136 7!7 707 30 105 89 736 115 105 40 101 130 111 50 98 126 109 60 95 123 ro7 8d Masonite Siding Nails I 8 SPF Lumber 16"o.c.-s9.9 15 1s8 143 130 204 18s 168 20 158 139 727 204 180 164 25 158 136 t25 204 776 161 30 158 133 773 204 772 158 40 151 129 1L9 195 167 154 s0 L47 126 117 189 163 151 w 143 L24 115 185 160 149 24"o.c.-39.9 15 729 717 105 166 151 737 20 129 7t4 lo4 166 747 134 25 129 111 102 156 743 131 30 !29 109 100 166 741 129 4 124 106 98 150 136 726 50 lZO 103 96 155 133 723 60 177 101 94 151 131 tzz 8d Masonit€ Siding Nails 6 6 SPF Lumber 16"o.c.-79.9 15 770 165 150 zLO 210 794 20 1?0 161 t47 210 207 189 25 770 L57 144 zt0 203 186 30 770 154 742 210 199 183 40 L70 149 138 270 193 778 50 169 146 135 210 188 175 60 165 143 133 210 185 772 24"o.c.-53.3 15 149 135 123 192 174 158 20 149 131 720 792 169 155 25 149 728 118 192 166 152 30 149 126 115 192 162 149 40 143 722 113 184 158 145 50 138 119 110 779 154 143 60 135 r17 109 174 151 140 130 Derry Court o York r Pennsylvania. t7406 intertek.com/buildine lntertek EilEIilcfftDlT{ li PCA.1O,I Code Compliance Research Report CCRR-0258 Tablg 4 - Continued (NichiPanel* Sheet)1,q7 ?age L7 of 26 Paoel FastenerS FastentrSprclna framlnE Typ€ Framing Spacina Allor6tle Ded'gn rrc*#e 1psl1 Building Helght (ft1 ASCE 7-05 Balic whd Speed (MPH)z ASCE 7-10 or ASCE 7-16 Uhimats wind speed (MPHI3Perimter (lnl Field (in) Exp B Exp C Exp D Erp I ErE c Exp D 8d Masonite Siding Nails 4 4 SPF lumber 16"o.c.-119,8 15 170 170 t70 210 210 zto 20 !70 170 L70 21,O 210 zLO 170 170 770 270 210 2to 30 tm 170 274 210 2LO 4D 770 770 169 270 210 210 50 770 770 166 210 2L0 2ro 60 770 170 163 zLO 210 270 24" o.c.-79.9 15 770 165 150 210 210 194 20 170 761 1,47 2l,o 207 189 25 170 757 144 210 lu5 186 30 170 154 t42 210 799 183 40 170 138 210 193 178 50 169 146 135 210 188 175 60 165 143 2L0 185 172 130 DerryCourt. York o Pennsylvania . l74OG intertek.com/buildins gilEI AI]C8tD]IflI PCA-10'llntertek Code Compliance Research Report CCRR-0258 Page 18 of 26 1,47 Panel Fasterar5 FastenerSpacing Framlng TYPe FramlnS spacing Allowable D6sitn Presufe {pst) Bulldlnt HeBht (ttl ASCE 7-OS Baslc Wind Specd (MPH12 ASCC 7-10 or ASCE 7-16 Ultimate wlnd speed (MPHI3Perirnatcr (tnl Field {ln) Erp B lrp C Exp I Exp I ExF C Exp D GrabberfS tlat wafer Head Screws 6 12 5PF Lumber 16"o.c.-55.9 15 752 138 726 197 179 162 20 L52 134 121 tq1 773 158 25 r52 131 120 L97 770 156 30 129 118 t97 156 153 40 746 725 115 189 161 749 50 742 713 183 158 746 60 138 120 u7 779 1s5 144 24" o-c.-37.1 15 124 113 103 161 146 732 20 124 110 100 161 r42 729 25 t24 107 98 161 139 127 30 t24 105 97 161 136 125 $119 102 94 154 132 x22 50 716 100 92 149 729 119 60 ITJ 98 91 746 126 717 20 GA Steel 16"o.c.-48.5 15 742 L29 L17 183 166 151 20 74?.125 114 183 152 148 25 142 123 I72 183 158 145 30 742 120 110 183 155 t42 u,136 l1b 108 r76 150 139 go 132 174 105 170 747 136 60 r29 t!2 104 166 t44 13rt 24"o.c.-32.4 15 116 105 96 150 136 20 116 702 93 150 132 727 116 100 150 129 118 30 1t6 98 90 190 127 776 N g5 88 \M 723 113 50 108 93 86 139 120 111 60 105 91 135 118 109 GrabbernS Flat Wafer Head screws 6 8 sPf Lumber 15"o.c..83.8 15 170 169 154 270 210 199 20 170 165 150 2t0 210 194 170 161 147 210 208 10 770 158 1,45 270 )nL 147 40 170 153 147 2to lqa 142 50 170 749 138 210 193 179 60 169 147 136 zto 190 176 24"o.c,-55.9 15 152 138 726 197 t79 162 20 L52 134 121 197 773 158 25 152 120 797 170 156 30 129 118 797 166 153 40 146 12s 189 151 149 50 142 122 183 158 146 60 138 12A 11 179 155 144 20 GA Stftl 16"o.c.-72.8 15 770 158 t43 zto 204 185 20 170 153 140 210 198 181 2q 770 150 137 210 194 117 30 170 r47 135 210 190 174 40 767 ta3 132 270 184 170 50 762 1?9 729 209 180 157 60 158 L'7 127 204 1 164 24"o.c..48.5 15 129 LU lE3 166 151 20 t42 125 114 183 t62 148 25 !47 183 158 145 10 142 120 170 183 155 142 4n 135 116 108 t76 150 139 so 732 114 105 170 747 136 50 129 1t2 1(M 166 L44 134 130 Derry Court o York r Pennsylvania. L74OG intertek.com/buildine EEHilttf 0lli D PCA-101lntertek 1)1 111 1?1 1',lE 111 1r?11) Code Compliance Research Report CCRR-0258 Table 4 - Coltinued tNlchiPaneln SheetF,{,7 Page 19 of 26 Pancl FastencrS Fastrner Spaclng Fnmin! Type Fremlng Spacing Anouabl. Oesign Prca.ufe 0rs0 Euildlng Height tftt ASCE 7{5 Basic windSped(MPH|2 atct /-to ff AscE /-r.6 ultlmatc wtarl qnd tMDH13Perim€tcr (ln)Field (inl Exp B Exp C Exp I txp B Erp c Exp D Grabberfg flat Wafer Head Screws 6 5 5PF Lumber 16"o.c.111.E 770 t70 170 210 10 210 20 170 770 770 210 270 21D 25 170 770 170 2ro 2r0 210 30 170 170 767 270 210 210 40 170 770 163 270 270 210 50 170 170 160 210 210 207 60 170 770 158 210 210 203 24"o.c.-14.5 15 770 160 145 210 206 147 20 770 1s5 742 210 200 183 25 t70 752 139 210 196 180 30 170 149 737 zra 192 176 40 169 744 133 210 186 172 50 164 74t 131 210 742 169 60 160 138 r29 ?06 779 166 20 GA Steel lb o-c.-97.0 15 L70 170 166 270 210 210 20 170 170 162 210 210 209 25 170 L70 159 210 270 205 30 170 t70 156 210 201 40 17fl 165 )ro )1fi 1q6 50 a'70 161 149 2to 208 192 60 i70 158 747 210 204 189 24"o.c.-u.6 164 149 135 210 192 174 20 1g 145 132 210 187 170 25 164 747 130 270 183 167 30 164 138 270 x79 164 40 757 134 724 203 114 160 50 ts2 122 197 770 157 60 x49 129 12 192 767 155 GrebberfB Flat Wafer Head Screws 4 4 sPf Lumber lb o_c.-136.0 L70 t70 170 210 270 210 20 170 170 170 210 210 210)\'170 17rj 17n )1n )10 )10 30 170 170 70 210 210 210 &170 170 270 210 10 50 170 L70 70 210 210 210 60 170 170 170 2to 210 210 24"o.c.,90.6 15 17A 770 160 210 270 207 20 170 170 156 210 210 102 ?(170 767 153 210 210 198 30 770 164 151 210 210 195 40 170 159 747 210 206 190 50 t70 1q6 TM )10 201 186 60 770 153 142 210 197 183 206A Steel fb o.c.136.0 15 t70 170 L70 210 210 210 70 170 170 170 270 210 25 L70 170 210 270 270 30 174 770 1,70 210 2ro 210 40 L70 770 !70 270 210 210 50 170 170 770 2ro 170 270 50 170 170 770 lto 210 270 24"o.c.,90.6 15 170 170 160 2r0 210 207 20 170 170 210 210 202 25 fia 767 153 )10 )10 1qa 30 170 164 7sL 270 210 1qq 4C'170 159 147 210 206 1go 50 770 156 744 270 207 1E6 60 !70 1s3 142 270 197 183 130 Derry Court . York o Pennsylvania . 17406 intertek.cortr/Luildi n g lntertek 1q? 15 1)7 1?1 15 mEI irtcRl uri J, PCA-1 01 Code Compliance Research Report CCRR-0258 Page 20 of 26 Table 4 - ContinueC (NichiPanel'* SheetllaT 1. NichlPanel" fiber cement flat sheet slding may only be installed on vertical walls. FasteneE must be installed in a way that does not damage the board during installation. Where ncces$ry pre-drilled holes may be used in combination with hand-nailed fast€ners to avoid damage to the fiber cement product. 2. ASCE 7-O5 Basic Wind Speeds are based upon oftupancy category tl, a wind directionality factor (Kdl equal to 0.85, an internal pressure coefficient (Gcpil equal to +/- 0.19 and an external pressure coefficient (GCp) equal to -1.4. The e{fects 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) egual to 0.85, an internal pressure coetficient (Gcpil equal to +/-0.18, and an external pressure coetficief,t (GCp) equal to -1.4. UnderASCE 7-15, the wind speeds are based on Ke ' 1.0. The effects oftopoSraphic teatures have not been considered and the wind speed has been limit€d to 210mph. 4. The valu€s in this table are based on testing per ASTM 8330 and represent the allowable capacity of the siding to resist the wind pressures associated whh the corresponding wind sped. 5. Fastener specifications for those used in testing are outlin€d in Ta ble 9 of this lntertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fastenem. 6, Aliowable design pressures In highlighted cells hare b€en adiusted based on the llsted allowable withdEffil capacity ofthe tested fastener. 7. Framing and braclng 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 fasteneB (lCC-ES ESR-1799). Minimum fastener €mbedment is 1 inch; fastene6 must be placed a minimum of 5.1 inches from th€ edge of the wall. 130 Derry Court . York o Pennsylvania. t74OG intertek.com/buildinq BilEI AitcEt ofttu PCA.t 01 Panel Fastener5 Fasterer SDacinr F6ming Type FEmlng Spaclng AllowableDc.lgn Prersure (psf)6 Building Height {ft1 ASCE 7-05 Bastc wind spe€d (MPH)2 Alct /-lo or A5{.t /-l! Uldmate . .- -_...3Perimeter (inl field (itrl Exp B Exp C Exp D Exp B E)a c Exp O Aerosmith Fastening Systemt VersaPin 6 1,2 20 GA Stel 15"o.c.-29.3 15 110 100 s1 t42 129 717 20 110 97 89 L42 126 115 25 110 95 a7 742 t23 113 30 110 93 86 142 t20 111 @ 106 90 137 117 108 50 102 88 732 174 706 60 100 87 129 7t2 Aeroamith Fastening 5!6tems, VersaPin 8 20 6A Stel 16"o.c..43.9 15 135 123 111 774 158 144 20 135 119 109 774 154 140 25 135 117 707 174 150 138 30 135 1L4 105 174 747 135 &130 111 102 167 143 732 126 108 100 162 740 t29 60 123 106 99 158 737 127 Aerosmith Fastenin8 Systems, VersaPin 6 6 20 GA Steel 16"o.c.-58.5 t5 156 141 129 201 183 165 20 156 t37 726 201 178 162 25 756 135 723 201,174 159 30 156 132 121 201 170 156 40 150 728 118 193 1.65 152 50 145 125 116 18'1 161 149 60 141 123 114 183 158 !47 Aerosmith FasteninS Systemt VersaPin 4 4 20 GA Steel 16"o.c.-87.9 15 170 170 158 210 210 203 20 170 769 r54 210 210 199 25 t70 165 151 210 270 195 30 770 161 MA 210 208 192 40 t70 757 145 210 202 187 50 170 153 742 210 198 183 60 170 150 140 210 194 180 24"o.c.-35.6 15 722 110 100 7 143 129 20 122 707 98 757 139 726 75 122 105 96 r57 135 t?4 30 122 103 95 757 133 t22 40 1 100 92 151 729 119 50 113 98 90 146 126 Lt1 60 110 96 89 143 124 115 lntertek Code Compliance Research Report CCRR-0258 Page?l ol 26 Table 5 - Desirn Loads for Nesatiye Transverse Wind load (Nichlstraight'"/Nichistaq8ered* Iap Panel)1'4,7 f. ilichlstr.ithtr/Nkhist g&red'" tap Plnel fiber cement siding may only be installed on v€rtiGl walls. Fasteners must be instrlled in a way that does not damage the board during installation. Where nec€ssary, pre-drilled holes may be used in combination with hand-nailed fasteners to awid damaSe to the fib€r cement product. 2. ASCE 7-O5 8a5ic Wind Speeds are bated upon Gcup6mycategory ll, a wind directionality factor (Kd.) equal to 0.85, an intemal preJsure coefficient (€cpi) equsl to +/- 0.18, and an external pressure @efficient (GCp) equal to -1.4. Under ASCE 7-16, the wind speeds are based on Ke = 1.0. The effects of topotraphic features have not b€en considered and the wind speed has been limited to 170mph. 3, ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are bas€d 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 topogEphic features have not been considered and the wind speed has ben limited to 210mph. 4. The \rdlues ln this table are based on testing perASTM E330 and represent the allowable capacity ofthe siding to resist the wind pressures asffiiated with the correspondint wind speed. 5. Fast€ner ipecifi@tions for those used in testin8 are outllned in Tablc 9 of this lntertek CCRR. These specification3 may br used by thc designer of record to determine the acceptability of altemative fasteners. 6. Allowable design pressures in highlighted cells have been ad.iusted based on the listed allowabl€ withdrawal capaclty ofthe tested fastener. 7. Framlnt and bracing are beyond the scope of this evaluatlon r€port. 8. Allowable design pressures for assemblies described in this table may be applied where the Nichistraight/Nichlstaggered lap panels are attached to ASTM CgO fully- grouted CMU block wall uslng ITW Rams€t TE Series power actuated fasteners (lCC-ES ESR-1799). Minimum fastener embedment is 1 irch; fasteneE must be placed a minimum of 5.1 inches from the edg€ of the wall. 130 Derry Court . York o Pennsylvania. 1,7406. intertek.com/buildl ng tlcRtilIil PCA-101 SldingType Sidlng Fastemr5 FacelBlind Eflectlve Fastener Spaciru tramint Type Alow6Ue Dedtn Prcssure{ps05 Buildry Hcltht (ftl ASCE 7{5 Bask WlndSpeedlMPHt2 ASCE 7-10 a ASCE 7-16 Ultimatc windSp*d(MPH!3Frame/Hodzontal (lnl Field {in)irp B lxp C ixp D xpB xpc irp D NichiStraight*,/ NichiStaggered* 6d Doubl€ HD MAZE Coil Nail Blind L2 8.625 7/16" osB -23.5 15 )9 r0 i28 .16 i05 20 )9 i7 i28 r13 25 19 t5 t28 r10 30 r9 128 o8 40 r5 t22 50 )2 79 50 )o 16 16 8.625 5PF -3S.9 15 LZl 11 .01 t58 ,43 i30 20 t22 t08 r8 58 39 25 22 .05 )6 58 36 25 30 .22 .03 t5 t58 i33 122 40 7 ,00 t2 i51 29 19 50 13 ,8 .46 26 77 60 11 )6 1q 43 24 15 24 8.625 5PF -23.9 15 o0 )o 29 77 .06 20 .00 i8 .29 13 25 r00 ]5 29 11 t00 .29 .09 40 ,6 .23 .06 50 ,3 20 50 )0 17 MAZEtcdnail 2-7/Z in. long, 0.279 in. dia. hBad,0.123 in. dia. shank Bllnd 16 8.625 SPF -70 15 t70 155 AT 110 to0 .81 20 t70 r50 10 [94 .77 25 r70 t47 .34 10 .89 74 30 t70 44 t32 110 .86 .71 40 r64 40 t29 10 .80 .67 50 .58 36 t27 t05 16 r63 50 .54 34 t25 r99 t73 t61 NichiStraight'"/ NichiStagsered* f8-18 Wafer H€ad ROCK-ON" s.rews Blind 8.625 20 GA Steel -49.5 15 .44 30 t18 t85 t68 153 20 .M 27 15 t85 t63 t49 25 .44 24 1,4 r85 60 147 30 .44 .21 t72 t85 t57 M 40 38 18 i09 78 5 t40 50 .33 15 .07 |72 .49 t38 60 .30 1 .05 .68 ,46 36 lntertek )7 Code Compliance Research Report CCRR-0258 Page 22 of 26 Table 6 - Desiqn Loads for Neeative Transverse WinC Load (NichiShakg- Shlneles)1'\7 1. NIchlshak€" fiberrement shingle siding may only be installed on vertical walls. Fastene,s must be installed ln a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combinatlon with hand-nailed fasteners to awid damage to the fiber cement product. 2. ASCE 7-O5 gasic Wind Speeds are based upon oEupancy category ll, a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to +/- O.lS,andanexternalpressurecoefficient(GCp)equalto-1.4-UnderASCET-lOthewindspeedsarebasedonKe=1.0. Theeffectsoftopographic{eatureshavenotbeen considered and the wind sped has been limited to 170mph. 3. ASCE 7-10 and ASCE 7-16 Ultimate Witrd Speeds are based upon a wind directionelity factor (Kd) equal to 0.85, an internal pressure coefficient {GCpi} equalto+/-0.tS,andanexternalpressur€coefficient(GCp)equalto-1.4. UnderASCET-l6,thewindspeedsarebasedonKe=l.0.Theeffectsof topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values in this table are based on testin8 per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind spEd. 5. Fastener specmcations tor thos used in testing are outlined in Table 9 ofthis lntertek CCRR. These specifirations may be used bythe designer of record to determine the acceptabillty of alternative fasten€rs. 6. Allowabh design prssures in highlighted cells have been adiusted based on the listed allowabl€ withdrawal capacity of the tested fastener. 7. Framing and bracing are b€yond the scope ofthis evaluation report. 130 Derry Court o York o Pennsylvania o 1,74OG intertek.com/buildinE Sldlng FastEner Fasteners per Shake Sh€athlng Type Allowable Oesign Pressure (psft6 Bulldlna HGlght (ft) ASCE 7-O5 Baslc Wtnd Speed {MPH)2 ASCE 7-1O or AsCE 7-16 Ultlmat. Wind Speed (MPH}35-t/4" wtdrh e-L14" wrdth f2" rrlridth ExE B ExD C ExD D Exo B Exo C ExD O 6d Double HD MAZE Coil Nail 2 2 716',OSB -30.5 15 113 102 gl 146 11)20 )a gg ql 146 128 113 97 89 laE 1)6 lts ao g5 88 146 121 13 40 108 93 140 119 10 50 10q qI,), tq lnt 60 702 89 712 11S 106 lntertek RgEIlltlili[tr PCA.101 11? 11? 117 Code Compliance Research Report CCRR-0258 Page 23 ol 26 Table 7 - Desisn loads for Neeative Transverse Wind Load (NichiSoffit'"1 Fastener Spacing (in.)Fr.mlng fype framlnt Sp.cinf (in.l Allomble D.sign PreaJur.lF[ Buildin6 Helsht (ft) ASCE 7-05 Basic Wind Speed (MPHlr ASCE 7'10 or ASCE 7-16 Ultlmat€ wind Spced (MPH)r Exp g Erp C Exp o Exp B Exp C Erp D 1-311-in.-long Maz€ double hot dipped galvanized rint-8 Wood, 2 x 4, min. specific gravity 0.42 12 Max. 16-inch- wide panels -84.4 15 170 169 1S zLO 210 199 20 770 165 150 zto 210 194 25 170 Lbt M7 2r0 208 190 30 r70 158 145 210 ZM 747 in. shank dia., 0.365- in. head dia.) 40 t7a 153 141 210 198 1A2 50 770 149 138 210 193 179 60 169 147 136 210 190 MAZE CEM-6 nail: 2 in, long, 0.278 in. dia. htad,0.119 in. dia. shank 6 Wood, 2 x 4, min. specific gravity 0.42 16 Max.24-inch- wide panels -70 15 170 155 141 210 200 181 20 170 150 737 210 194 L77 25 170 147 134 270 189 1?4 30 t70 144 712 270 186 171 40 t64 140 729 270 180 167 50 158 136 727 205 776 163 60 1s4 L34 125 199 173 161 t-]-lz-in.-long 4d hot dipped galvanized rinE- shank nails (0.12G Wood, 2 x 4 min. specific gravity 0.42 24 Max. l5-inch- wlde panels -37.6 15 L24 113 103 161 146 732 20 724 110 100 16L 742 1,O 25 !24 107 98 1br 139 t27 30 105 97 lbt 135 !25 in. head dia.)40 119 ro2 94 154 732 722 50 116 100 92 149 lro 1X9 60 113 98 91 t46 726 717 6d lap siding nails (0.12-in shank dia., z-in.lon& r7164-in. head dia,) 8 Wood,2x4, min, specific Eravity 0.42 24 Max. 48'inch- wide panels -18.3 15 20 109 25 109 30 109 40 50 50 #8 x 1-1l4in. self- piercing lath screws 8 No. 20 gage steel 24 Max. ,18-in{h- wide panels 21.6 15 96 87 174 113 20 96 124 110 25 724 707 30 96 124 40 o,119 50 89 115 60 a7 113 1!|0 Derry Court o York o Pennsylvania . 17406 i ntertek.com/building EiltqAlcliIt'lTi:U PCA.10'llntertek Code Compliance Research Report CCRR'0258 Page24 ot26 Table 7 - Continued Notes: 1. Nichlsoffft* shcets may only be installed on soffits. tasteners 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 fastencrs to avoid damage to the fiber cement product. Z. ASCE 7-05 Basic Wind Speeds are based upon trcupancy cat€gory ll, a wind directionality factor (KdI equal to 0.85, an internal pressule coefficient (GCpi) equal to +/' 0.18, and an external pressure c@fficient (GCp) equal to -1.4. The effects of topographic features have not been consldered and the wind sped has been limited to Uomph. 3. ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionalityfuctor (Kd) equal to 0.85, an internal pr€ssure coefficient (GCpi) equalto+/-O.lE,andanexternalpressurecoefflcient(GCplequalto-1.4.UnderAsCE7-16,thewindspeedsareba5edonXe=1.0. Theeffectsof topo8r8phic features haw not ben considded 8nd the wind speed has been limited to 210 mph' 4. The values in this table are ba*d on testing p€r AsTM E330 and represent the allowable cepacity ofthe 5iding to resist the wind pressures associated with the corresponding wind speed' S. Fastener specifications for those used in testing are outlined in Table 9 ofthis lntertek CCRR. These specifications may be used by the designer of record to d€termine the acceptability of alternative fasteners. 6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the t6ted fastener' 7. Framing and braclng ate beyond the scope of this ewluation report. 130 Derry Court o York r Pennsylvania o 17406 intertek.com/buildine tacRtfrIaD PCA.1 0llntertek Code Compliance Research Report CCRR-0258 Table 8 - Psrsisn loads for Neqative TAS 202 and TAS 203 Transverse Load {Florida Buildins Code - Hish VelociW Hurricane.Zones) Notes: 1. NichlPanal prcducts may onv be installed on vertical walls. Nichisoffit may only be instalted 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 t€sting perTAs 202 and 203 and represent the allowable design pressures of the tiding. J- Framing and breinS are beyond the scope of this evaluation r@ort. 4- High Velocity Hufficane Zones are defincd in Section 202 of the FBC as Dade and Brcward Counties. 130 Derry Court . York o Pennsylvania o 17406 intertek.com/buildine ?age25 ot26 ACORTDIff PCA-t0'l SidlrA Type And Nominal Thlcl(n6$ (in.) Framing Material fastening Method tasten€rs and Fastening Allowable Desitn Pressure (psfl NichiBoard up to 9.25" width (5/16" thick) 2x4 S.P.F. studs 16" O.C. 5/8- APA Plywood FACE Nail MAZE 8d CEM-8 nail (2-112 io. lont, 0.279 in. dia. head, O.123 in. dla. shank) through plywood lnto studs 16 in. o,c. -85 psf NichiPanel (5/16"1 2x4 S.P.F. studs 16" o.c. 5/8" APA Plywood FACE Nail MAZE CEM-6 nails (2 in. lon& 0.278 in. dla. Head, 0.119 in. dia. shank) through plywood into studs every 6 in. perimeter and field -75 psf NichiPanel lslts'l 2x4 S.P.F. studs 16" o.c. 5/8" APA Plywmd FACE Nail MAZt CEM-6 nalls (2 in. lon& 0.278 in. dia. head, 0.119 in. dia. shank) through plywood into vertical studs only, 2 in. from corners, 3/8 in. from edEes and 6 in. o.c. -70 psf NichiSta8gered/ Nichist€ight (s/16') 2x4 S.P.F. studs !6'o-c. 5/8" APA Plywood BLIND Nail MAZE 8d CEM-8 nail 12-1/2in.long 0.279 in. dia. head, 0.123 in. dia. shank) through plleood into studs 16 in. o.c. -70 psf Nichisotfit up to 24" width (1/4" thick) 2x4 S.P.F. studs 16'o.c. FACE Nail MAZE CEM-6 nails (2 in. long, 0.278 in. dia. head, 0.119 in. dia. shank) into studs every 6 ln. perimeter and field -70 psf lntertek Code Compliance Research Report CCRR-0258 Table 9 -Specifications of Tested Fasteners 1. SPF lspruce-Pine-Fir) framlng matedal is assumed to have a Speciflc Gravity of 0-42 tr greder. 2. Df {Douglas Fi.) framing material is assumed to have a Specific Gravity of 0.5 orgreater. 3,O5BsheathinEmaterialisassumedtohaveaSpeificGrryityofO.SorEreater. Wh6r€fastere.sareinstalledthroughOSBsheathinsintoSPf 3tuds. a Speciflc Gravity 0f0.42 shall be assumed ftrthe entire fastener penetralion depth. 4- SYP {Southern Yellow Pine) framing material is assumed to have a Specific Gravity of0.5 or gEaler. 5. Altemativ€ fasteners must me.t the minlmum head and shank diametars listed in Table 8, Th€ required length and withdrawal cap&lty shall be determined bV the desiSn profssional of record in accordance with the requirement! ofTable 3.4,5. 6, and 7 ofthis lnte.tek CCRR. 6. Fastener pull-out capacity based on manufacturer (G.abb€rCorstruction Products, ift.) technical data shest and a safety fa€torof 3. 7. Fastener pulld capacity based@ PEI Product Repoft PER{5014 and a safdy t4tor of 3. 8. Fastener pull-out capacity based on lfw guildex and lllircis Tool Wqks, lnc- Pmduct Report No. 02722 and a rafety factor of 3. 9. Fastener pullrut capacity hsed on PEI ProdEt Report PEfl-07021 ard a safety factor ot5, 130 Derry Court r York o Pennsylvania o 174A6 i ntertek.com/buildins Page26 ol 26 mg filcfi:frjtu PCA.101 Sklint Fastener Length (inl Herd Diamter (in) Shank Diemter {ln) rrtt%3ri"t sUimlwe Minimum Ftstener Withdrawal Value {lbs}into Materlal {in} 6d Double HD MAZE Coil Nail 2 o.237 0.@9 SPF NichiPanel'n 42.2 NlchiBoard'" (Face)73le 34.4 NichiBoard* {Blind) NichiStraight*/ Nichistaggered"34.4 DF NichiBoard" {Face)Lt l,53-1 NichiBoard'" (BIind)l tt 1..65.2 716'osB NichiStraight'"/ NichiStaggered*16.9 716" osg NichiShake'{16.9 2.5 0.236 0.097 SPF NichiBoard'" (Face)lll*45.9 NichiBoardfu (Blind)21 l.a 53.6 6d Ring shank Double HD MME CoilNail 0.233 0.105 SPF 7/*'. OSB SYP NichiFrontier'" (Face) NichiFrontier'" (Blind) 11la Ie 1,. 29.8 4L.4 Ni€hiStraightr'/ NichiStaggered'"17.9 8d Masonite Sidine Nails 2.5 0.313 0.118 5PF NichiPanel-21/,65.2 Double HD MAZEAsphalt & Fiberglas shingle Nail 1.75 0.355 o.125 SPF NichiBoard* (Face)7',/e 35.5 NichiBoard'" (8lind)1r/:45.4 SYP NichiEoard'" (Blind)r,/t 70.1 7/r', OSB NichiBoard'i (Face)21.3 Nichigoard" (Blind)21.3 Grabberrg Flat Wafer |learl Scrpws6 1.625 0.406 0.166 5PF NichiPanel'"L5l,8s.0 20 GA Steel NichiPanel''88.3 Aerosmith Fastenint Systems, VeruaPinT 1.5 0.301 0.106 20 GA Steel NichiPanel'"94.7 NichiBoard" (Face)94.7 NichiBoard* (Blind)94.7 1.375 0.251 a.Lo7 20 GA Steel NichiPanel'"94.7 f8-18 Wafer Head ROCK- ONil scre*s8 1.525 0.395 0.162 20 GA Steel NichiStraight*/ Nichistaeered-95.0 Aerosmith Fastening Syst€ms, SurePine t.25 0.300 0.1.45 Concrete Block Nichigoard* (Face)3/4 233.r 2 0.300 0.14s Concrete Block NichiBoard" (8lind)LLI,233.8 NichiStraight'"/ NichiStaggered'"7r/ a 233.8 Ndes lntertek