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CODE COMPLIANCE RESEARCH REPORT
SCANNED �� Code Compliance Research Report n tert� � _ ital Quality. Assured. cstz. �.s.�" I(� r g I CCRR-0258 `(J 1 Issued: 10-31-2016 Renewal Due: 10-31-2018 Revised: 11-21-2017 I: 07 00 00 -THERMAL AND MOISTURE PROTECTION 07 45 00 — Fiber -reinforced Cementitious Panels 'ORT HOLDER: hiha USA Inc. 5 E. Johns Crossing, Suite 250 ns Creek, Georgia 30097 SUBJECT: ducts*'" Fiber -Cement Siding Products SCOPE OF EVALUATION 1 This Research Report addresses compliance with the Blowing Codes: 2018, 2015, and 2012 International Building Code® (IBC) 2018, 2015, and 2012 International Residential Code® (IRC) 2017 and 2014 Florida Building Code — Building (FBC) and Residential (FRC) (see Section 9) 2016 and 2013 California Building Code — Building (CBC). and Residential (CRC) (see Section 9) OTE: This report references 2018 Code sections with .015] Code sections shown in brackets where they differ. 2 The NichiProductsT" siding products described in this port have been evaluated for the following properties ee Table 1): Physical properties Wind resistance Surface burning characteristics Noncombustibility Weather protection Fire -resistance -rated construction 3 The NichiProductsTM siding products have been ,aluated 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, III, and IV construction (a Intertek * Use on exterior walls permitted to be . of Type V construction. a Use on walls required to be of fire -resistance -rated construction. 2.0 STATEMENT OF COMPLIANCE The NichiProductST" 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 FILE COPY 3.1 NichiProductsTm 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 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 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. 130 Derry Court • York a Pennsylvania • 17406 intertek.com/building PCA-101 Velon: 6 April 2017 Code Compliance Research Report CCRR-0258 Fire -resistance -rated Construction: Fire -resistance - I construction is outside the scope of this report. INSTALLATION 1 General: siding must be installed in accordance with the Nichiha a Inc., published installation instructions, the applicable le, and this Research Report. .A copy of the nufacturer's instructions must be available on the site during installation. 2 Application: er the IBC, the siding products must be installed over a �r-resistive barrier complying with Sections 1403.2 14.2] and 1402.5 [1403.5], and must .be attached as Abed for the specific assembly in Tables 3, 4, 5, and 6. ider the IRC, the siding products must be installed over a iter-resistive barrier complying with Section R703.2. Lap ling and panel siding may be installed as described in ble R703.3(1) [R703.4], for, areas in which the design 2ssure does not exceed 30 psf and the mean roof height es not exceed the limits in Table 003.3.1, or as scribed in Tables 3 through 6. For conditions that exceed ase limits, the panels must be installed as described in ble 7. CONDITIONS OF USE Installation must comply with this Research Report, manufacturer's published installation instructions, and applicable Code. In the event of a conflict, this report t When allowable wind speed is determined in cordance with Table 3, the allowable wind speed must equal to or' greater than the design wind speed ' Iculated in accordance with the applicable Code. .3 When the wall construction includes a combustible rater -resistive barrier and is required to be of Type I, II, III, r IV construction, use of the siding products is limited to a iaximum 40 feet in height above grade plane except rider the 2018 [2015] IBC where data has been presented the building official demonstrating compliance with the Kception to Section 1402.5 [1403.5]. Page 2 of 22 6.4 The N ichi Products", siding products are produced under a quality control program with inspections 'by Intertek 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 Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (editorially revised September 2015). 7.3 Intertek Listing Report "Nichiha NichiProducts'"I Fiber Cement Siding Products" on the Intertek Directory of Building Products. 7.4 Documentation of an Intertek 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 Intertek Mark as shown below, and the Code Compliance Research Report number (CCRR-0258). CODE COMPLIANCE a Intertek CCRR.0258 9.0 OTHER CODES 9.1 California Building Code 9.1.1 Scope of Evaluation: The NichiProducts'' siding products were evaluated for compliance with the 2016 and 2013 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 707A.3. 1Lr 130 Derry Court a York • Pennsylvania a 17406 0' 'AWRWEG intertek.com/building Intertek PCA-101 on: 6 April 2017 t 1 Code Compliance Research Report CCRR-0258 .1.2 Conclusion: he siding products, described in Sections 2.0 through 7.0 f this report, comply with the 2016 and 2013 California uilding Code, subject to the conditions noted in Section .0 of this report. Section numbers for the CBC — Building nd Residential correspond to the 2015 IBC and IRC section umbers. Florida Building Code .2.1 Scope of Evaluation: Page 3 of 22 © Use of the siding product for compliance with the High - Velocity Hurricane Zone provisions of the 2017 and 2014 Florida Building Code — Building and the Florida Building Code —Residential has not been evaluated, and is outside the scope of this Research Report. o Section numbers for the FBC — Building and Residential correspond to the 2015 IBC and IRC section numbers. e Intertek is a quality assurance entity approved by the Florida Building Commission. 10.0 CODE COMPLIANCE RESEARCH REPORT USE I I he N!chi Prod ucts'"' siding products were evaluated for 10.1 Approval; of building products and/or materials can ompliance with the 2017 and 2014 Florida Building only be granted by a building official having legal authority I' in the specific jurisdiction where approval is sought. ode — Building, Florida Building Code — Residential nd Florida Building Code —Energy Conservation. 10.2 Code Compliance Research Reports shall not be used .2.2 Conclusion: in any manner that implies an endorsement of the product by Intertek. �he siding products described in Sections 2.0 through 10.3 Reference to the httos://bgdirectory.intertek.com is .0 of this report, comply with the 2017 and 2014 Florida Building Code — Building, Florida Building Code recommended to ascertain the current version and status of this report. Residential and Florida Building Code — Energy, subject o the following conditions: Thi Code Compliance Research Report ("Report") is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and Its i lient. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to ie 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 co' fing 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 unilarstands 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 Intertek Listing Report covering the subject product and utilized for Intertek Certification an c this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek 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 Intertek. i 130 Derry Court • York • Pennsylvania • 17406 \Ir intertek.com/building u; Intertek PCA-101 Ve ion: 6 April 2017 Code Compliance Research Report CCRR-0258 TABLE 1 — PROPERTIES EVALUATED Page 4 of 22 2018. and 2018 and 2017 and 2017 and 2014 2016 and 2013 CBC PROPERTY 2015 IBC 2015 IRC 2014 FBC - FBC — Residential SECTION' SECTION' Building Pysical properties 1403.10 R703.10 1404.10 R703.10 1404.10 S rface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10 1404.10 N ncombustibility 703.5 NA 703.5 NA 202, 703.5 nd resistance 1404.16 R703.16 1405.16 703.1.2 1405.16 1405.16 ather resistance 1403.2 [1404.21 R703.2 .1404.2 R703.2 1404.2 ' ction numbers may be different, for earlier versions of the International and Florida Codes. TABLE 2 — NICHIHA SIDING DESCRIPTION Product Name Thickness (in.) Nominal " Siding Dimensions Intended Use Description. f Width: 5.25, 6.25, 7.25, Smooth or Cedar NichiBoardTI plank 5/.16 8.25, 9.25 and 12 inches Lap siding finish Length: 12 feet I - 4 feet by 8 feet Cedar, Smooth, NichiPanelTm sheets 5/16 4 feet1by 10 feet Panel siding Stucco and Grooved- 8-in.- oo- 4 feet by 12 feet Cedar finish NichiStraightTm and 16 inches wide by 4 foot Designed to look like NichiStaggeredim lap 5/16 Ion g Lap panel siding individual cedar panels shakes Width: 6.25, 8.25 and 12 Designed to look like NichiShakeTm cladding 5/16 inches Lap shingle siding individual cedar Length: 18 inches shakes a Intertek 130 Derry Court @ Yorke Pennsylvania • 17406 intertek.com/building,n PCA-101 n: 6 April 2017 Code Compliance Research Report CCRR-0258 Page 5 of 22 Table -Design Loads for Negative Transverse Wind Load (NichiBoardTfl° Plank)''4'7 Sidi g Type Siding Fastener' FacelBlin Effective Fastener Framing Type Allowable ;, Design Pressure ,(psf)e BuildingSCE-7-05•Basic Height III)` Ind Sltl eed ASC a 10 le Frame/ Horizontal (in) Field (in) Exp B Exp C Exp D Exp' Exp'd Exp13 2 NICII i ' 16.25" IBoard^" 6d Double HD MAZE Coil Nail Face 16 5.25/6.25 PF .49.6 15' 143 130 118 . 185 `168 153' 20 143 126 115 185 163, .149 25 143 124 . 113 185_ 160 146 30' 143 121 111 185 156' 144 40'. 138 :,118 '109 178''152 140 50' 133 115, 106 172 148 137 60 . 130 113 105 168 146 135 DF , 95 .. ' 170 ' 162 147, 210• ;':209r 190 ,. 20 ` ; . 170 ' 1'57. 144, '}210' , 203' 185-- 25' "- ' 170 ?'154, 141,' ;`210, ,199° 182 { `30 170.' 151. .139 210 ' 195' 1791^ 40: 170 1461 135- '210" 189 174 50 166 '143 '132;: 210 184; 171 60 -' 162 140- 130 '209 r 181' 168 24 5.25/6.25 PF -33.0` ,.' 15 117 106 , 97 151 137' 125 20 117 103 941 151 '133 122. 25 117 101 93- 151' 130: 119- 30 117 99 91 151 ; 128: 117 40,' 112 96 89 1451. 124 114 50 109 94 " 87. '141` 121 112 60 ' 106 92 86 137' 119 110. DF �< „- 51 0 15 146 --.132. ' 120 .188 . 171 , 155 , < 20 . 146 °128 . 117- :188 166 .151==-: 25 i146 126 :115 -1881!.,162 .149,' 7730 146, '123 - 113' `188 - 159 -146 40' ' ' 140 119 110' 180 -154 '.142 50 .135. 117 108� .175 -151 140 60 ' 132 .115 106, 171 =-148' 137 = 2 Nicl ' 18.25" IBoardTM 6d Double HD MAZE Coil Nail Blind' 16 .25/6.25 PF r' -35.1 15 -121 110' 100 156 142, 129 20 121 107 97 156, . 138 126 25 - .121 104.. 96 156 135 123 "30 -' 121 102 94- 156' 132.'121. 40 116 99 92 150 128 118 50- 112 •97 90 '"145' 125 ,116' 60 110 95 88', „ 1'42 123 114 24 5.25/6.25 SPF 23'4 15^' ` . ' 99 90, 127. •116. -- 20 ' _ 99-. 87_ 127� .142 - 25 °,_ 99:� 85 -127 ;110 127 108` ' 40 ' . 95 122 - 60 90 .-- — 116. — —' Code Compliance Research Report CCRR-0258 Page 6 of 22 Table 3 - Continued (NichiBoardTM Plank)"'" Siding Type Siding Fastener6 Face/Blind Effective Fastener Spacing Allowable Design Pressure s ° Building :. Height, >. (ft) ° • ASCE 7-OS Basic• °' Wind S eed MPH :. Exp B Exp C Exp D ASCE 7-10- Ultimate VYind.S eed MPH' Exp B Exp C Exp D Frame/Horizontal (in) Field in F Tmi ype g NI hiBoardTM Double HD MAZE Asphalt & Fiberglass Shingle Nail Blind 12 .25/6.25 7116" OSB 41.0 ' 15 130 118 108 ,168 . 1531 139 :20• 130 .115 105 168 .149 136 25 130 113' 103 168 145 133 30 130 110 101 "" 166 142 131 40 125 107 99 162 " 138 128 7_750 121 105 _ ,. 97 ' 157 135' 125' 60 .' •" 118• 103 95 '153 133 123 16 .25/6.25 7/16" OSB 30 7 15, 113 _.103 93 146 132 120 20' 113 , 100 •91 , : 146 .129 117 25 113 98 89' 146' 126 75 30 . 113 .96 88 146 123° :113' 40;, 108 93 86.: 140" 120 11'1'' _50t, 105 91•`" - 136 117' 108 •60:, 103 89 132' 115 -107 SPF ` 56:1`; 15' 153, 139 126, 197 179' 163 20 153 " 135" 123 197 174 159 "' 25 153 132. 121 197, 170 156 30 153 129 119 ' 197 167 153 40 147 '125' . 116 189 " 162 149,1 50 142 . 122 113 183" 158 146 60 139 120 -112, 119 155 "144 24 .25/6.25 SB 20.'5:` 15 °` 92 , — — 119 108 — -92 119 30 ' 92 — 119 AO 89, '50 86 111 60 PF -37,4-'. 15 125 113 103' 161 146 133 20' 125' 1,10 . 100 : 161, 142 130 " .25 125, 108 ` 99 16.1 `139 127 30 125• . 105 97.. 161, 436 '125 40 120 102 94 154 132 ' 122 150.:.' 116, 100 93': 150..'129 119. 60 : ; 113' 98 ' 91'` 146 =' 127.' 118 5. Nf "16.25" IBoardTM erosmith Fastening Systems, ersaPin Face' 16 5°256.25 20 Steel 1363 :; 15 ;'` , 170, 170°. 170 -" 210', : 210, 210- 20 ` ! 170 170 170' 210 t 210' 210 25, - 170; 170 170' t 2% 2.10 : 210 30 '170 170 170:•, =,210 = `�210_- 210 _70 "170, 170 ° 1r70-4 210 �210 210 50 `: 170 ! 170 170'° .210. °210 ' 210` 60. 170- L,170 170 210 210 210, 24 .25/6.25 0GA feel 90:9;- •' 15: ' 170 170 ' 160 ` '210 .210 207 20 170 170 ` 156 210 ` 210',202 25 170 168 154 210 210 198 30 170 164 151 `210 !" 210 , 195 " : 40 170 159 147 , '.210 • 206" 190 50`, 170- 156 144, ` 210 - 201 186 . 60 170' 153 -,142', •`210° .-197 '183. Blind 16 .25/6.25 OGA Steel z 278 15 . 107' 97 88 �138` ;.125" 114 ,20' - `- '. 107.. _ .94_ 86 _ ° `138 i '122 -111'. `25 °,• -107 t-92 138°,_1'19. 109- 30 • 1071, 90 138 y117" -'107. '40 103'1 1 ;.132 1. 113 1, 50:" _` .'99 1 86-1 1 128 .1 111-. — 60 97 — 125' . 109 — 130 Derry Court * York • Pennsylvania • 17406 0: intertek.com/building ie - PCA-101 6 April 2017 Code Compliance Research Report CCRR-0258 Page 7 of 22 Table 3 - Continued (NichiBoardTM" Plank)1"" IIIIII II Siding Type Siding Fastener° Face/Blind Effective Fastener S acin Framing Type Allowable Design e Pressure s Building Height ft ASCE 7-06 Basic i d' d PH'' ASCE,7-10.Ultimate WI �)- P Frame/Horizontal (in) Field (in) Ex "B ExWC Ex D Ex B Ex C Ex D 7.2 Nic " IBoardTM 6d Double HD MAZE Coil Nail Face 16 7.25, SPF r42.7; "- . `> 15' 133 121, 110 172 •' 156 r 142 20 133 '117 107' 172 152 138 25 :133 . 115` , •105 172 '_ 148 136 `' 30 ''. 133 113 '103 172 145, .`•134 40 • 128 109` 101 165 141 130 50 - 124 10T 99 "160 ' ' `138 , °128 60 . 121' 105 97- A 56 135 . 126 OF -66.0 1'S 166 "' 150" . 136 ' `210 .'194 ``176 20 166 146 133 210 "188 '•172 '25' `166 143. 131• .'.:210 `184 • 169� 30F'I6 '140 .129 210 181 .`-166 "' 125 .`205 '175 - ]82 50'4 133 123 "199 171 159 600 130. 121 _'194 168 ,156 24 7.25 SPF -284, 15` 109 99' 90 140. 127 _ 116 20' 109 96 88 .140 -124 113 .-25 ' 109 ' ' ' 94 i 86 ` 140 ^ 121 .: 11,1 30 109 .92 — 140 . 119 .109 40 ,_:' ' 104 89 ! - 115 115 ;.106- 50 101' 87 .- '- •130, 112 ••— 60 99 86.`' — - 127 110 OF 744 0 •' 15 ''" . 135• 123 • 111 475 158 ° 144.. -20 135 119_ 109- :175 '_ 154 140, %25 135 117 + ' 107 ' 175 151 • ' 136: 30 .:.. 135• 114, 105 75, 147• 1 136' ..40-"' 130 111' ; 102^ -:167 :143 1 132 70 126 108 100 162 140 130' -60 121 106 99 158 137 = 128 Blind 16 7.25 SPF 26.1ry 154' '104 95`: 86 135 122 111 104 92 — '_. 135 119 108 25 104 W. — 135 . 116 . 106 30 104' 88. 135 114' 100"� 85129• '110 "50 97 — x•' 125? 168 60 - 7 _ 95 122. 106 0 L Code Compliance Research Report CCRR-0258 Page 8 of 22 Table 3 - Continued (NichiBoardTm Plank)''4.7 ding Type Siding FastenW Face/Blind Effective Fastener S acin Allowable ` ". Design Pressure s Building Helght ` ft ...: ' ASCE 7-05'lBasic :: . q;, ASCEI.10 Ultimate i Frame/Horizontal (in) Field in ( Framing Type Exo B I Ex C Ex D ftp B Exto C I Exp D 7.25, Nich oardIm Double HD MAZE Asphalt & Fiberglass Shingle Nail Blind 12 .25 /16' OSB 15 121 110'- 100,` 156' 142 1,129 i20 111, - 107 ;:'96 '156 138 = 126`` 25 «, =s121 105 : .96 ; . 156 . 135 124 30 121. -102 ,94 156 132 122 40 1'16 99' '92 `. 150'' 128 118 50' 113 :97 90`: '145, 125 'A 16. `,60 , .110 : 95 ` 89 .-.: 142 123 ; 1,14 16 .25 SPF 32 6 , : ` _ 15 - 117 106 96 . 151' 137 124 -20 117 `103' 94— 151` 133 121 • ..25 117 -101; 'n92-,r °151- 130 ,119..: 30 . 117 .. 99 91 151. 127 117 .40 112• :96 88 145 124 114 °50 ". 109 94 -:' 87°: 140' 121112 •60 • =n .._ 106� -92 ". 85"n 137. " 119 . 110 24 7.25 SPF � 252:;, :, ' .,, 15102, 93• 132 i '120" 1 .109' 20 10 90' :- 132 117 106, 25 102 2 . 88.' 132 ' 11.4 30 102 87-. -- ' ..132 . Al2 50 '`° 95` 123 106 Double HD MAZE Asphalt & iberglass Shingle ail Blind 16 7.25 SYP 54 7 15 : �.•151 37 124 195 177 • 160 20 151 133 121 : 195 • " 172 ; 157 25 151 130 , -119 ' 195 ` 168 -154 30 151 127 117 195 164 , 151' 40 145 124: 114 187 160 147. `50 ' 140 `121" 112` 181 156 144 60 137 r�119 ° 110, 177 153- " 142 Code Compliance Research Report CCRR-0258 I , Page 9 of 22 Table 3 - Continued (NichiBoard"m Plank)1,4.7 III Siding Type Siding Fasteners Face/Blind Effective Fastener S acin Allowa 4 Des Building Height ASCEs7.06 Basic WI : ASCE 7-10 Ultimate In P13 Frame/HorizontalField (in) (in) Type Framing Ex B Ex C. Ex D Ex B' Ex C Ex D I 7• Ni 5'. hiBoard- Aerosmith Fastening Systems, VersaPin Face 16 7.25 20 GA Steel 1175'i , - 15 170 170 ` 170 210' 210 20 170 170 170 2101 •'210 -210' 25 , ••170 •170' 170 210 210 210 ' :30 170� -. 170 =. 170, - �210€ 210 .210 40_ 170 170. 167 210. 210 210 50 170 170 164, 210 210 210 60 170` 170 162 210' 210 209 24 7.25 20 GA Steel 78 3 .4 :. :- 15 "" 170 164 149 210: 210 192 .20 170 159 145 210, -.205 188 25 " ' 170 '156 143 210 201 '184 ' 30 170, 152, 140 210 '197 181 40,. _ A70 _148' ,137 210.. 191 176 " 50 168 145 134 _ _ 210' 187 173 60:_ 164 142. 132 210- 183 A70 8.2 Nice i' BoardTM i . 6d Double HD MAZE Coil Nail Pace 16 8.25 SPF 37 5 t, " "15 125 113 103 161 "146 133 201'.' 125 ' 110 "''100 161. 142 130 25 +. - 125 108`• t• 99 • ` 161 139 127 30 125 105 97 161: 136 125 40 . 120• 102 95- - -155 -13Z 122` 50 116 100 93- _ 150 " .129 120` 60 "_ �113' 98 " "91" 146 '127. 118'' DF . 58.0 q 15' 155` 141 128 200 182 165 `'20- •= 155° 137, 125 200 .. '177 161 25 ...: _155a•, - `. 134,` 123 200' : 173• 158. 30_ . _ 155 131 _. _..121; 200 169', 156_ 40-.. " . __149" ' 127 118, ' 192 164 152' 50 144 124' 115 . 186 161 149 60 141 '122 ' ` 113' 182 °' .'158 146 SPF. • 25 0 ; ,, "15' 102` 92 132 1W ' 108 .20 - 102' 90" — 132 ' 116 106 725, •..,;.. , ° 102'' 88 :� .. 132..., . '114. . 30 102, 86 ��, 132 _ 111,, — 40 98 -' - " 126. 108• —. 50 95 " — —_ 122 105 — DF :1-38.6 =" 15 127'• 115' 104 164' •148' 135' .20� 127.• .= 112= %'102- 164-: 144- 132 25, " 127 109 • . 100 • 164 . ,' 141 129` 30 127 107 98 164 138 127' 40. 122 104 `964 1574 134. 124 `50 118 102 94 152; 131' 121, 60 '- '. 116'° 1'00 - '9S 148' ' 129" '120. Code Compliance Research Report CCRR-0258 Page 10 of 22 Table 3 - Continued (NichiBoardTM Plank)""' (ding Type Siding a Fastener Face/Blind Effective Fastener Spacing F Type raming • Allowa ble Des 05 Basic s ASCE 740 Ultimate Frame/HorizontalField (in) (in) Ex C Ex D Ex B Ex C Ex D 8.2 , Nic 1 Board1m Double HD MAZE Asphalt & Fiberglass Shingle Nail Blind 12 8.25 116" OSB 29 5" *Heighted 100 91 143 '130 118 98 89 143 126 115 96 87 143 123 113 94 86 143 • 121 111 40 106 91 — 137 117 108 50 103 89 133 114 106 60 100 .- 87 130 112, 16 8.25 SPF -23.7, =` �15 99 90 — 128 • 116• 106 20 99 87 — 128 111 — 25 99 86 128 :' 110 30 ' 99 — — 128 108 — 40` 95 — — 123 105`'= -50 92 '.> — — '119 — — 60 90 — — 116 — — Double HD MAZE Asphalt &Blind Fiberglass Shingle Nail 16 8.25 SYP =43.0 "`' 15 134 121 110 173 157 '142' 20_ .� _ ..134 •1:18 - 108 173 _ ':152 139 25 ' 134 115 106 173 149 136 30 ' 134 ' 113. ^ 104 173 146 134 74677 128 110 101 166 142 131 50 124 107 99 160 138 128 '60 , 121' 1'05 98- 157• 136' 1 126 Code Compliance Research Report CCRR-0258 Page 11 of 22 Table 3 - Continued (NichiBoardTM Plank)1""' S,� ing Type Siding Fastener° Face/Blind Effective Fastener SDacina Framing g TypePressure Allowable ` -Design s ° Building' Height (ft) AS E 7-05 Basic Wind Speed MP.H Z- ASCE 7-10 Ultimate Wind S eed MPH' Frame/Horizonte (in) Field in ( ) Exp B Exp Cl Exp Exp B Exp C Exp D 8.25'; Nichi oardTM Aerosmith Fastening Systems, VersaPin ace 16 8.25 20 GA Steel -103.3 " 15 170 170 -170 210 210 210 20 170 170 167 210 210 210 25 '170 170 164 210 210' 210 30 170 170 161 210 210 208 40 170 170 157 210 210 203 50 170. `166 154 210, 210. 199 60 170 - 163 151 210 210 195 24 8.25 20 GA Steel 68.8 15 169 153 139 210 198 180 20 169 149 136 '210 193 176 25 169`• 146 •134 210 188 173 30 169 143 131 210' 185 170 40 162 139 128 210 179 165 50- -, 157• 136 126 203 175 162 60 153 133 124 198 172 160 9.25" Nichi card TM ;II 6d Double HD MAZE Coil Nail Pace 16 9.25 SPF =33.4 ° 15 118 107 "° 97' 152 138 125 20 118, 104 ,,95 152 134 122 25 118- 102 93 152 131 120. 30 118 . ' 100 , 92 ' '152 129 118 4Q. 113 97 89 146 125- 115 50 110'• 94 88 141 122 113 60 "' • 107 1, 93 86 138 120 111' DF -51'.7 w 15 -147 , 133 121 189 172 156 20.. 147 ' 129 "118 189 167 152 25, 147- 126 116" 189 163 150 30 147 124' 114 � 189, 160 147 40 ' 141 120 "Ill' 182 155 143 50 136 117 109, 176 152 140 60 133 . 115 107 172 149 138 24 9.25 SPF -'= 22_.3 s119 15 _ 96 87 = _ 124 113 —. 20. 96 124 - 110' 25" 96 — — 124 . 107 — 30 96 — 124 50 115_ — —. 60 87 _ _ .. 113 — .. DF -34.5 15 120" 109 ' 99 ' 154 140 1 127 20, 120 106 96 154 136 124 25'`-` 120 103 `95` 154 133 122.' 30 -120 101 93 154 :..131 120 40 115 98 91 148 ' 127 117 -,'50 111' 96 89 144 124 115 60 109, 94,. 87 140 122 113 .25" NichiB � I rdTM Double HD MAZE sphalt 11 fiberglass Shingle Nail Blind 12 9.25 /16 SB • 23.5 15 99 90 — 127 116 105 ` 20:_ 99 87 °'— '127 ' 112 — 25 : 99 85 — 127 110 —.. 30 ' 99 ' — — 127 108 40 95 122 50 92 — - 118 130 Derry Court • York 9 Pennsylvania • 17406 zcca[a1tQ intertek.com/buildine w,M� PCA-101 Version: p April 2017 Code Compliance Research Report CCRR-0258 Page 12 of 22 Table 3 - Continued (NichiBoardTM Plank)""" ding Type Siding Fasteners Face/Blind Effective Fastener Frame/HorizontalFraming (in) Spacing Field (In) Type Allowable Design Pressure (psfjs Building Height • .. (ft) ` ' AS Er7-05 Basic Wind S eed MPH' °.A CE740M (mate Wind S eed MPH'-, ,` Exp ',Exp Exp; Exp ' =Exp Exp D 9.25' Nick oard", j erosmith Fastening Systems, ersaPin' ace 16 .25 teelA 92 1 .., .. "15 .170 " 170 : 161" -210 F, -21G = 208, _20 - _.-- 170;, �; 170 1'57 210_ 210` 203 25 4, 170 169, 155: ,-210 " 210 200 30 170 165 - 152 210 210 196 40 170 " 1% 1487• 210 207 " .191 .50 170 157 1 145, 210 202 _ 188 60 ; 170_ 1541_' 143 210 199 _ 185 24 9.25 0 GA Steel 61 4 .',; ' 15 160 " 145 132 206 187 170 20 . _` ' 160 ° 141< 129 206 182 '166 - 25", 160 138' '126' 206. 178, -163'; -30 160, 135, 124, 206 174, 160 40 153 131 121 198 169 156 S0 148 128, "1% 192 165 , 153 60, . 145 ''.'126" 117187 162 " 151 I Code Compliance Research Report CCRR-0258 Page 13 of 22 Table 3 - Continued (NichiBoardTM Plank)1.4.7 ding Type Siding Fasteners Face/Blind Effective Fastener S acin ' Allowable °De'sign Pressure" s e Building Height,° °(ff) 7- 5_' as c Wind P eed'i MOH12 ASCE 7-10 Ultimate Windt1. SeedMPH)s Frame/Horizontal (in) Field (in) FType 9 Exp B Exp C Exp 0 Exp B Ex -C Exp D it 12" IchiBoardTM dDoubleHD MAZE Coil Nail Face 16 12 SPF 2&8 ,§ y. 15- .103 •94,,,: 85, 134, 121 110 20 :; 103, 91 .. :- 134 118 108 `-'25. 103-" :89134 115 106' -30 103 87 '134 -. 113- 128, 110 50 96= 124 . 107 60: `94 . - - 121 105 . -- DF 39.8 15 '129' 117;. '106 166' 151. 137 -7-20, 129 113' i 104 A 66 . 147 134 25 ,129. 111, ° 102. .166 % 143 :131 "_ 30 - 729 109. 100 166 140' 129," 40 123 106' _ 97 159 • `136 126 50 - 120 - 103 96 °' 164" 133 ' 123 60 A17 101. - 94 151., 131='" :121" 24 12 SPF 17.2 15 - 109 -, 20 109 25 - - log "30 109_ ' 40. 50 60 DF -26:6 15' ' 95 87 - .136 123 "" ' 112' 20'_ 105 ' ,93 . 136 - 120 109 25 105 91. 136 117. 107 30 105 89 136 115 ` 105 40 .101 `86 _ 130' 111 ' . -- '60 .95 123:. 107 -- 12" N hiBoardTm Aerosmith Fastening Systems, VersaPin r Face 16 12 20 GA Steel 71:0 ,15 170 156 142 210' 201 183 20 170, 151- 138�' 210 196 179 25 `° '170, 1484" '136� 210., 191 - 175, - 30 1.70 ,.145 133 210- . 187°' 172' 40 ..165 141. .130 210' : 182 . 168 50 160 138 " 128 206 178 .. 165 60 ` 1'56 135" 126°" : 201 ` 175 162 24 12 teelA 47.3 '. 15 140 127, 116. 181 '. 164 ' 149 ; 20b 140. 124 113. 181 ' 160 146 25, 140 121 111 - 181' 156 143. 30` 140 119 " 109,: "181 153" 1'41, 4G- 135` 115 106''-,1-164 174• 149' .i137 .50- 130 _ 1:12- 'J 161 145 134` 60, .. 127 . `=:110_ 103. 1 142 132 Notes: 1. NlchlBoard^ fiber cement lap 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. 2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category II, a wind directionality factor (Kd) equal to O.eS, an Internal pressure coefficient (GCpi) equal to +/-0.16, 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 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. The effects of topographic features have not been considered and the wind speed has been limited to 21Omph. 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 7 of this Intertek 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.Wthdrawal 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 are applicable to the NichiBoard 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. 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building PCA-101 Version:lf April2017 Code Compliance Research Report CCRR-0258 Page 14 of 22 Table4 - Design Loads for Negative Transverse Wind Load (NichiPane[TM Sheet)1.4,7 Pa Fastener FastenerS acin FramingFraming Type g pacing Allowable Design, 9 ._' : Pressure;(psf) .. - Building Height ft ° 5 as c - Wind M ? - t mate Wind , d M H 3 Perimeter (in) Field (in) Ex ,BT Ex C� Ex` D. Ex 'B' Exo C jExp D d Coil ouble HD MAZE ail 6 12 SPF Lumber 16"o.c. 28.7 ;• 15-`` 109- 99° 90 '1141 '128 116 20 109" : 96 88 141 - "124 ^ 113 25 109' 94 86 141 - 122' 111 30 109 ` ' ' 92 -- 141 -c 119 109' 40 .; 105 =:90 135_ _116 107 50 ` 101 87 - A: 131 113- 60 .' 99, .' 8& ` :. 128 11.1 d 131� Coil' uble HD MAZE ail 1 8 8 SPF Lumber 16"o.c 43 0 , ., ;. 15 :'' � ' 134 421- -110w 173' 157 142 . 20 134 -118 1'08• =173 152' .139 25 134 •. 115 ° _-.106 173 149 136 30 : - 134, - .113 104 173 146 134 . 40 ... ` ,1281 ' 11.0, 101 166 142., 131, 50. 124, =107 99- .16Q' .138 _ 128� 60. ,t„ :. 121, :105, 1' 98 -1 157 136 126.. 4"o.c -1304 =-15 112, 102 :,93 '145 132 120--'. 20 112' ` 99 91 145 ` 128 117 25 • 112; _`4 97 89 - 146, . 125._ 1.15 30 ' - 112 95 - 87, 145' 123 113 40' 108' . '92 85" 139 119 110' 50 ' 105" 90 - 135: 116 108. 60' 102' .88. --,1 132' 114 106 d D' Coil ble HD MAZE it j 6 6 SPF Lumber 16"o.c - - 57Y3 '. ` 1'5 •.. 154 " 140- 127 199 181 164 20 154 136, -' 124 199 176 " 160 25 ; ; 154 133 122 , `199 ` 172` 157' 30 1'54" . 130 W 120 . 199, 168,: 155:_. ,'40." 148,- . 127 117.- 191' 163.' 151- 50 ~` 1.43�' 124: 115' : 185 • • 160' 148, 60 140': "121 : ° 1`13 - 181 157 146 4"o.c =- 40.6 ,_> „ 15 130- 118 107 168' 152. 138s -20- 20 - - : '130 ',115 '105 168' •148 135 . 25 130' 112 103, -•168 :. 145 . - 133;= 30, :• - 130, 110. , 101. - 168 142 . .130; 40 , - ,125 107 98 . 161•• • 138 127 , 121, 104. - . 96 " 156, 134 125 • • 60 1,18 , • 102 95 152 132 123. 6d Do Coil li le HD MAZE N it 4 4 SPF a Lumber 16"o.c : n 85 9 .-1& 170 -170 -156, , 210, 210 201�. 20 .> 170.E 167 _152 -1210 . 210 . 196 25 -170- -163 -,149` 210 '210, 193� ' 30. - 1.70: 160 - 147- 210 -,206 189: 40 ',. 170, 155 .: 143 210 200. 185: ,:50'"" 170 151 140.1 210 ' 195 ° ' 181' 60' 170' ' 149 ' `138 2i0. 192 178 4"o.c 60 9 ;' -, 15 ' •159'- 144 131 " 20S 186 ' 169 20 °° ' ,159 ° 140 ` 128-' 205 181 165, 25 - ; ` 1'59', 137 126 ", 205 ' ,- 177 ` ; 162' 4--30 ;.-- 159 134 124 . 205 • 174 - 1'59'` 153- -130 .q120 197 . 168. 156 0.:=- J- 148' -°127' -•118= '191 165'` 152,, .,, ; " 144 - 1 125. 116 1 186 162 1, 150,' 130 Derry Court a York a Pennsylvania • 17406 Act". intertek.com/buildini; 1 1 PCA-101 Versionijo April 2017 Code Compliance Research Report CCRR-0258 Page 15 of 22 Table 4 - Continued (NichiPanelTM Sheet)'.4.1 j P nel Fastener e FastenerSpacing'` Framing Type Framing Spacing ' Allowable Design „ Pressure (ps17 _" . ,Building ` Height, ft ,, A E'7- 5,Bas c: Wind S d MPH , E 7= O Ult mate W MP Perimeter (in) Field (in) Exp B Exp C Exp D Exp B Exp C Exp D 8d Nail sonite Siding 6 12 SPF Lumber 16"o c - -39.9 :.: 15 - '129. - .117 106 - 166 151 137 20 • `' -129 114 _ ".104` �166 147 -'134 _• 25', -129�, ':111 1i02. 166 1,43 .131 30 .. 129' 109 . -1,00 166 1-41 129 40 ' 124 106.`• 98 1.60 1 136,: 126.- 50 120 103 ,96 155 133' .1 ' 123 60 117' ' 101, 94 'I 5f 131' 122 . 24"o c 26!6 15' 1 105:, ° 95 87 • 136 123' • .112, 20 .105' . 93 , ' -- � 13& , 120 109, 25 , i AW 91 436 1.17 .107 30 -105 `' 89 1- 136 115 '105 40 . 101 86 -- 130 111 � - 50; 98'' ,,. -126 109, ,. 60 •. 95, - --.. '123 •A07' 8d M Nailsi sonite Siding 6 6 SPF Lumber 16"o c 59 9 t. 15 1,58. 143° 130 • 204 185 168, '20 . '. 158 139' 127' '204 180 164' 25 , 158 -136 125 1204 176. , 161 . 30 '158, 133 • 123 "; 204 172 158 40 . 151,-, `129•, 119 195 .. �167_' 154:_ 50..: 147 126 '_117 189 163..151 60 -143', 124 " 115 ' 185 160 149' 24"o c 39,9 '15: _' 129 117 5106. `166 151 137 20 129. "114 -104' 166 ° 147 134•, . 25 '• '129," • -111 102, 166 143 131 30 129 ' ,109 100 , 166 • 141, 129 '40 124 106, 98 160 136'' .126' 77 50 7, F120 ' AM.- 96 ' 155 " 133' '123- - ' 6571 1177, = 151. 7 `94- . 7151 1 131"- 122` 8d M Nails) onite Siding 6 6 SPF Lumber 16"o c 7939 °° • " 15. 170, 46U 210 21.0 • •194. 20-- .170 ..161 147 210 .207 189. 25 170.. ' 157 144 210 ' 203 : ' 186 30 ' ` 170 • 154' " 142 210 ` 199 183' ' ° = 40 , ' -170, =6149r. ,`1.38' -210, FA 93 178 50 , � 169, 146 , '135 210 "s188• - 175 - 60 °: 165` 143 , A33 21'0 185' 172 24"o c ,53;3 1'5 149., _135 -123 192 158 20'-'' 149 - , 131 =120 =A 92 169 `'155 25 ••`149• �i�128 �x118 1-92 �1'66• '.152 �. �30 149:,_ 126 . a116 .1:92 162 -'149� 40: 143 . ,122 '-113 184 158 ' 145 50 138 .119 1,10' 179 .-.164 143 603 -',- 135' ' 117 r109 • 174 =151 Ill 140" i Code Compliance Research Report CCRR-0258 Page 16 of 22 Table 4 - Continued (NichiPanelTM Sheet)''4.7 P nel Fastener6 Fastener Spacing FramingFraming Type g Spacing Allowable Desl n „ • 9 Pressure (psf) , Building Height ft " ,:ASC 7-05'Basic' Wlnd�S eed' MPH' AS E 7-10 Ultimate ; Wind S eed MPH Perimeter (in) Field (in) Ex0 131 Exp C Exp!D Exp BI Ex :C Exp. D Eld Nails sonite Siding 4 4 SPF Lumber 16"o c 119.8 15 170 170 170 210- 210 ` 210 -' "20 170, 170 r 170. 210' 210 ` 210 �25 AM, 17.0 170. , "210• " 210 210, 30 ;`' 170 170 . 170 1 210 ' '210, 210'. 40 170! 170_ ` 169 210 " 210: 210' 50 .: ' 17.0 a 170 166 210'' 240 ` 210 ` 60 :; '. 1-70- , 170 163 21.0 " . 210 . 210" 24"o c 79 9 15 170 165 150 210 210 194 . 20 170 "161 147 " 210,1 .207` 189- 25 E. 170.: 167, 144. 210 • 203: .°186 30 - 170 154:. 142 1 :.210 199 183 40 '; 170' ` 149 : 138 210 193 . 178', 50 169 146 • 'A 35 ; 7210 `. � � 188. 60 ° ,! ,165 ' 143.1 1,33: 1, 210 , 185 172 Code Compliance Research Report CCRR-0258 . Page 17 of 22 Table 4 - Continued (NichiPanel"m Sheet)1,4'7 P 6 el Fastener Fasteners acin Framing Spacing P 9 , Allowable ,Design a Pressure (psf) ',Building Height (ftl ' AS ,E,7-05Basic Ind Speed (MPH) ; E7-10'Ultimate Wind'Speed (MPW), Perimeter (in) Feld (in) Framing Type YP Exp B Exp C Exp D Exp B Exp G Exp D Grab Wafe er#8 Flat Head Screws 6 12 SPF Lumber 16"0 C -559, 15 5 20 152 134 123 197 173 158 25 � 152<< ` ; 131 - ' 120'- 197 < ' 170 156 30 152 129 118 . 197 166 - 153 40�, _ 146 125 ='1.15�1,189.- :'161 149 ' 50 142• 122 •113 183 • ` `.158 146 '60 . , 138'. .-120. _ 1'11 ' : 179 155 144 . 24"0 C 37:3 nfl 20 ' 124 110 100 161 142 129' " 25 `: 124 ;107 "`98 ' 161 139' 127 30 124 105 _ 97 161 136 125 -119 102 ..t" 94 , ' 154�1 132 - 122 60 - `_ 1.16' 100 " r 92 149 129' ' ' 119 60 113 - 98 <;,91 146 126 117'. 20 GA Steel 16"0 C :..y 48.5 142 129 20 142 125 114, .: 183 162 . 148 25 `' 142.' : 123 ` :'112 ` .183" " 158' 145 M 142 `120 ' 110 183 155 : 142 40 } 136 116 108• 176`°' 150•' 139 50 132' 114 105 170' 147 136' 60 r ° � � 129 " -112 ° : 164 166 ,. • 144, 134 24' 0 c 32 4 15 116' 105 96 150 '136 123 20 116 102 93 150 132, 121 t25, 116` •-100' .<•92 `150,, -129' 118 30 116 98 90 150-- 127 116 40 "' 111 95 :: _88 '144: T 123' . 113. 50 ` 108 '' �' 93 86 ' 139' 120 111 60 = ` 105 •. 91 '136' ` - 1.18 109� Grabb Wafe 1 r#8 Flat ead Screws I 8 l 8 SPF Lumber 16"o c ' 83 6� ` " 20 170 165 150 210 210 194 , 25 ` "' 170, 161` °147 210 208. ' 190 =' 30 170 158 145 210 .204� 187 40 '` '170 :. 153 141 290 198' 182 50 170' 149 138 210 193. 179 60. •:_ 169_ 147 �.136 ° ,:210 . 190" 176 24"0 C 55.9, 138 197' 20 152 134 " 123 197:' 173 158 :-25 `162' 131 120` 197 ' 170 '156 30 152 129 118 197,166 153 40 14' 125 '`115 ,a 189 •161' 149 50 `'142: 122 113 183 158 146 60 •F139 120'. 111 179: 155, - 144 20 GA Steel 16"o c 72.8 1 "• - , 20 170 ' .153 ' 140. 210- 198 181 25 ` ' '170 '150 ' '137 210 ` 194' 177 "30_.- 170 147 ^135 210 1 190 174; 40 ,167 143 ° : 32 .210 184 170 60' 162' 139` :"129' °209'' 180 167. 60' 158 137 127 204 " ' 177 164 24"0 C. . 748.5 - 15' 142' 129 117 183 166 151 20 -.142 125 ' 114 ' 183" 83 162 148' . 25 <:-' 142" 123 112 -: 183�= .1581 145•,, 30 142 '. 120 110 183 155 142' 40 _- 136 116 108 176•" 150 139 50 132 -114 '. 105 170, 147 136 60 ' 129. i12 '104 166 144' 134 130 Derry Court a York a Pennsylvania a 17406 intertek.com/building".., PCA-101 April 2017 0 ii i - Code Compliance Research Report CCRR-0258 Page 18 of 22 Table 4 - Continued (NichiPanelTM Sheedl 4'7 II nel Fasteners Fastener S acin Framing Type Framing Spacing Allowable' Design a - Pressure,(psf) Building HeigPt (�) ASCE 7-05, asic Wind Speed (MPH) s CE 7 0' Ultimate Wind Speed:(MPH) Perimeter (in) in Field (in) Exp B' Exp C Exp D Exp B Exp;C Exp D Grab er#8 Flat Waf r Head Screws 6 6 SPF Lumber 16"o c _ 111:8�.' t,20. - 170 = 170., 170 ' 210 210 : 210 - , 26, 170 1 1,70 . .170. " :.210 210 i 210. X 170 ,170 167 210 210 210. 40' A70 70 163 210 210 210 50 ;. 170. "_ 170 160' 1 210' . 210 207 60'�` ' -170 170' 158 '210 " 210 203 24"o c 74.5 � il; `20 1.70'"155 142 2110 ' 200 183 ` 7 25 1:70- ='1`52= =139 210 A 96' ' 180` 30 170 149 .' 137� 210 192 176 40 ' 189 ^ ` 144' =`133 210 186 ` -172 50 164 141 131 " 2% 182 •169 60 -160 -F 138 "129 206 179:_ 166.. 20 GA Steel 16"o c 97.0 20 170" = 1.70 _162 .•210 210 209 25, 170,1 170 159, '210 21.0 205 30� 170. : 170' 156 210 210 ' -'201 40 170 ,165 . '152 210 .210 196 50"' 170 ."161" '149 210, 208:� `192 60'. 170 158 147 210 204 - . A 89 24' o c 64.6 } a 20 164 .145 ` 132 ' 21 Q ' 187 : 170 25 164 141 `130 210 .,183 " 167 301 164 138 °127 210 179 `164 40 1'57 134 ' �1-124 203 174 . _ 160 50 152 , • 131 ..122 A 97' :170'- 157 60 , ._ 149' 129 ,_ 12 .: 192, -167" 155 : j j Grab l r#8 Flat Wafer' ead Screws 4 4 SPF Lumber 16"o c e r 13(i'.0 • _ , �170 20 _ A 0� •�170a 210•_210 "�210 25 170. 170 : 170 •210 210. 210 '30 170. ' 170,, .170 210 210 210 40. 170 �, 170", ` _ 170 210 �` 210 210 50� 1�70`- ` 170� ' `170 '210 � 210 � 210 ="60= 170 : � 170 ' "'170 : 210° 210� °- 210 24"o c ' • 90a ' ., ,. -210 20s '> '170' - 170 156 210°�' .210' 202 '-25' 170 1,167 I"53. : 210 `210 198 30�- " 170�164. �151 210 210 195 40 . 170 �. 159 `" -147 _ 210- ;206 190 . 50=_ 1701. 156, •'144..210 201 186, ,60' ' 170 153 1,42, 216 A97170 183 20 GA Steel 16' o c �' 136 0 15" 170 170 210: 210 20 170. 170 170 210 210 210 25 170 170 170- 210 .210 210 30 .. 170 " 170' .170 210 210' " 210 40` 170'''. 1.M0 ' 170 • 210 210 210 50 170 •170%, ` 170 ` 210 210 ' 210 60: 170" = 170' 170 t 210. -210 , .210 24"o c 90.6 - 20 . ' 170 170,. '156.: " 210 •.210 202 25-: 170." 167- 153 -°210, :210 198 30 170 . J 64 - 151- 210 2 %, A 95 40° 170 159 ' 147, 210 206 190 501. 170 156, 144 210 201 186 ..'60 -170 153� --142 210. 197 183 130 Derry Court • York a Pennsylvania * 17406 intertek.com/building PCA-101 April 2017 L Code Compliance Research Report CCRR-0258 Page 19 of 22 Table 4 - Continued (NichiPanelTM Sheet)'""' P I net Fasteners FastenerSpacing Perimeter Field (in) (in) Framing Type Framing Spacing Allowable Design - Pressure (psf Building Helghbi ft) , A CE7-05,Basic Win S eed %MPH) s AS E7-10 Itimate Wind Sneed I MPH' Exp B Exp C Ex 'D I B Exp C Exp D Aer Sys math Fastening ' g ms, VersaPin 6 12 20 GA Steel 16"o.c. -29.3 " 15` " 110 100 91 147' 129 1.17 115 25 110 95 87 142 123 113 30 110 . 93 86 142 120 111 .40 , ° 106 137. 117 • 108 ; 50 102 88 132 114, 106 60" 100 87 '129 112 Aer, 111 films mith Fastening , VersaPin 8 8 20 GA Steel 16"o c. -43.9 15 135 123 ` 111 174 158 144 20 135 .119 109 174 1' 54 . 140 25 135 117 107 174 150 138 30 135 114 105 174 147, 135 40 130 .. 111 ° .102 1 167 143, 132 50 126 108 -'100 162 140 129 80 _ 123 '106 99 158 137 127` Aero Syst� ith Fastening s, VersaPin 6 6 20 GA Steel 16"o c. 58'.5 156 . =,141 "_129, 2011 + 183 166 20 156 137 126 201 178 162 25 156 135 123 201 174 159 30 156 132 121' . 201. 170 156' 40 150 . 128 118 193 165 152 50 145 125 116 187 161 149. 60' 141 "•123 114' 183" 158 147' Aeros Syste' I ith Fastening s, VersaPin 4 4 20 GA Steel 16"o.c. -87.9° 15 `: 170 170 158 .!210 210 203 20 1,70 169 ..154 210 210 199 25 1.70 165 151 1 210 210 -195 30 ' s 170 . ,.161 148 ;210, • 208 192 40 ,_ 170 157 .145 .210 202•.187 50 ' 170 153 142 21 ,0 -198 183 60 '" 170 150 '° 140° 210' t94 180 24"o.c. , - 35.6, r 15 .. , 122 1"10 ', 100 157 143 129 20 122 107 :" 98. 157 139 ' 126 25 ' a 122 " ° 105 96 157`" 136 124 . 30.' 122 • 103 95- ° 157 133' 122 40 117 100 ° 92 151 129• 119 50 • 113 98' 90 146 126 117. 60 110, 96' ° ° 89` 143 124, 115- (votes: 1. NichiPanelTM 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. 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 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. 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 7 of this Intertek CCRR. These specifications maybe 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 are applicable to the NichiPanel 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. 130 Derry Court • York • Pennsylvania • 17406 uc WEFf intertek.com/building �Z.- PCA-101 Version:1� April 2017 Code Compliance Research Report CCRR-0258 Page 20 of 22 TM 1 an PanP111194y7 Siding pe Siding Fasteners ace/Blind ffectiveFastenerS acin Frame/Horizontal Field in (in) () Framin Type g yp 'Allowable . Design - Pressute's s Building 'Height ° `-' ft _' • 5 Basic lnd S eed' MZ PH 7- mate Wind S •eed MPH Exp B Exp C Exp D, Ezp B Exp C Exp D, NichiStra NichiSta hu-1 eredTm 00 Double HD MAZE Coil Nail Blind 12 .625 /16" SS 23 5, - 15 :" - . ,99 ' 90- ' - '128 116 105. 20. 99. 87 = _. 128 113 -. . 25 ,_; 99_ 85 - 128 110 7 30 99 - "- 128 =. 108 - ". 40 �' 95 - 122 - - 50 go 16 .625 SPF 359,`+ 15 122 '111 101 '158 1, 143 130 20 122 108 1 98, 158 1, 139 . 1.27- 25 122 105 1 96 158 136 125�. 30 122. 103 95•. 158 133 122, 40 117 100 ' 92, 151 , '129' 119 50 '113 98' 91 146 126 117 60 ",. 111 ;96 ,. .89 143 124`. " 115;. 24 8.625 SPF `-23.9 ": � x 15 lob' '90 — 129 117, 106' 20 100' 88 -129 113 = "' 25' 100 -86 , u 129 '111 . 1- 30 "�- �_ " 100, 129 ' , 109- _ Y_40 . 96 '1123 P 106 � .50 93 120: — r 60 90 - '117, NichiStrai 9 htTa/ NichiSta eredT"' d Ring Shank Double HD MAZE oil Nail Blind 12 .625 /16 OSB 24 9 15; 102 92 131.: 119 108. 20 102 90� '131 116 ,106 '25 102 . '88 — 131 ' 113 - 30 ' ' 102 86` -: 131 111 . - 40 98 , ' 126 108 - 50 ' ` ° 95 = 122 105 92 119 NichiStrai NichiStag tTM/ redTa -18 Wafer Head ROCK-ONTm Screws Blind 24 .625 0 GA Steel 49 6 15 •. 14.4u 130' 118 185..168': 153, w 20 .. 144, 127 116, , 185 163- .149, 25 , : -. • 1.44 124 , .114 , 1 B5 160 147. 30 144 121 112, 185- .157 144'. 40 '- 138 118 109 . 178- 152 140 50 1'33 115, :107' ,172`. 149' 138° ' 60 ' -130 113 '105 1168 '' 146 ' 136', Notes: 1. NlchiStraightTmiNichiStaggeredT 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 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 (Gcp) 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 i has been limited to 170mph. 3. ASCE 7-10 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. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. j 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 7 of this Intertek 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. 11 8. Allowable design pressures for assemblies described in this table are applicable to the NichiStraight/NichiStaggered lap panels 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. �Ii it I� II � it Ir 130 Derry Court York • Pennsylvania • 17406 intertek.com/buildingw �l ,�cc�rwtcv PCA-101 Versional April 2017 h � i Code Compliance Research Report CCRR-0258 Page 21 of 22 Table 6 - Design Loads for Negative Transverse Wind Load (NichiShakeT"" Shingles)1,4,7 i S �ing 11 stener6 Fasteners Per Shake Sheathing Type Allowable " D'esl®n:Fiessure' 6 , Building Helyht•(ft), _ ASCE 7-06 Baslc 10 FiH1iWindaod SCE 7-10 Ultimate pH13, -1/4" Width 8-1/4" Width 12" Width Ex B x C Exp D EM�'- d MAZ uble HD Coil Nail l 2 2 3 /16" OSB 30.6 ' .:. 117 25 1 3 89 115 0 ` ' 108 93 � - 85 .60 . ,.. .,102- ,89, , :' - Notes: 1. NichiShake'll 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. 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 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. 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 7 of this Intertek 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. 130 Derry Court • York • Pennsylvania • 17406 uc>acarry intertek.com/building PCA-101 April 2017 l I I° a Code Compliance Research Report CCRR-0258 Page 22 of 22 I Table 7 -S ecifications of Tested Fasteners Siding Fastener Length Head Diameter Shank Diameter Materiat2 3 Siding Types Minimum Fastener " Fastener." Witfidrawal i (in) (in) (in) Penetration Into Va lue (Ibs) Material in .• I NichiPanelTM' 1 I 1/.42.2 NichiBoardTM Face 13/8 34A NichiBoardTM Blind 1 116 42.2 SPF NichiStraightTM/ 1'/e `34A j 2 0.237 0.099 NichiSta eredTM DF NichiBoardTM Face 1 / 53.1 6d Double HD MAZE Coil NichiBoardTM Blind 1 / 652 " Nall 7/16" OSB NichiStraightTM/ NichiSta 7/16 /16 16:9, Y16" OSS NichiShake- 7/16 16.9 2.5 0.236 0.097 SPF NichiBoardTM Face 1 / 45.9. NichiBoardTM Blind 2 /ts 53.6 SPF NichiFrontierTM Face 1 / 29.8"' `'- NichiFrontierTM Blind 1 / 41.4 7/1s,, OSB NichiStraightTM NichiStaggered _ 7/16 1�7:9 6d Ring Shank Double, HD MAZE Coil Nail 2 0.233 0.105 SYP NichiFrontierTM Face 11/8 46:1 . I NichiFrontierTM Blind 19/t6 64.0 8d Masonite SidingNails 2.5 0.313 0.118 SPF NichiPanelTM 2 / • 65:2 SPF NichiBoardTM (Face) 11/8 35.5 Double HD MAZE Asphalt 1.75 0.365 0.125 NichiBoardTM Blind 1 / 6 45'. & Fiberglass Shingle Nail SYP NichiBoardTM Blind 1 /16 70.1" .> 7/ts OSB NichiBoardTM Face NichiBoardTM (Blind) I /,a 21.3 Double HD Grip Rite Roofing Nail 2.5 0.383 0.125 .. ... / " OSB NichiFrontierTM Blind 2 / 6 .1 5.1 1.75 0.362 0.125 7/16" OSB NichiFrontier� Face / 21.3 NichiFrontier Blind /16 21.3 Grabber #8Flat Wafer Head Screws6 1.625 0.406 0.166 SPF NichiPanelTM 1511r 8&0 20 GA Steel NichiPanelTM - 88.3: Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiPanelTM 94:7 . NichiBoardTM Face -- �94:7 Systems, VersaPin7 NlchlBoardTMBlind -- ,94.7 1.375 0.251 0.107 20 GA Steel NichiPanelTM -- 94:7 #8-18 Wafer Head ROCK- ONTM Screws 8 1.625 0.395 0.162 20 GA Steel NichiFrontierTM Face -- 9&0 NichiFrontierTM Blind -- 95.0 NichiStraightTM/ NichiStagaeredTm --' "95:0 erosmith Fastening Systems, SurePins 1.25. 0.300 0.145 Concrete Block TM Face NichiBoard(Face) 3/4 233.1 ';.: 2 0.300 0.145 Concrete Block NichiBoardTM Blind 11/8 233.8 " NichiStraightTM/ NichiSta eredTM 11/8 �'233:8. Notes: 1. SPF (Spruce -Pine -Fir) framing material Is assumed to have a Specific Gravity of 0.42 or greater. 2. DF (Douglas Fr) 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 OSa sheathing into SPF studs, a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. 4. SYP (Southern Yellow Pine)framing material Is assumed to have a Specific Gravity of 0.5 or greater. 5. Altemative 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 Intertek 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-06014 and a safety factor of 3. 8. Fastener pull-out capacity based on ITW auildex and Illinois Tool Works, Inc. Product Repori 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. i .I 130 Derry Court • York • Pennsylvania • 17406 AIXMnrlr intertek.com/building v PCA-101 Versiorilj 6 April 2017.