HomeMy WebLinkAboutProduct Approval (2) Code Compliance Research Report
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Total Quality Assured. CCRR-0258
Issue Date: 10-31-2016
Revision Date:06-28-2019
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Renewal Date: 10-31-2019
DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION * Use on exterior walls permitted to be of Type V
Section:07 45 00—Fiber-reinforced Cementitious Panels construction.
o Use on walls required to be of fire-resistance-rated
REPORT HOLDER: construction.
Nichiha USA Inc.
6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE
Johns Creek,Georgia 30097
www.nichiha.com The NichiProductsT" siding products recognized in this report
comply with the Codes listed in Section 1.1,for the properties
REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when
NichiProductsT"Fiber-Cement Siding Products installed as described in this report, including the Conditions
1.0 SCOPE OF EVALUATION of Use stated in Section 6.
1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION
following Codes:
3.1 NichiProductsT"Fiber Cement Siding Products:
2018,2015,and 2012 International Building Code®(IBC)
2018,2015,and 2012 International Residential Code® The siding products are used for lap and panel siding. A
(IRC) description of the siding products, their dimensions and
2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2.
Residential(FRC)(including HVHZ)(see Section 9)
2016 and 2013 California Building Code—Building(CBC) 4.0-PERFORMANCE CHARACTERISTICS
and Residential(CRC)(see Section 9)
4.1 Physical Properties: The siding products comply with
NOTE: This report references 2018 Code sections. Section ASTM C1186, Type A. Grade II, in accordance with IBC
numbers in earlier editions may be different. Section 1403.10[1404.10]and IRC Section R703.10.
1.2 The NichiProducts'" siding products described in this 4.2 Wind Resistance: The maximum allowable wind
report have been evaluated for the following properties(see
pressure for each of the siding products is described in
Table 1): / / Tables 3,4,5 and 6.
Physical properties /�(/
Wind resistance 4.3 Surface Burning Characteristics: The siding products
Surface burning characteristics — have a flame spread index of 0 and a smoke-developed index
Noncombustibility 0 when tested in accordance with ASTM E84.
v Weather rotectionEF
Fire-resistance-rated constructions-r. L'/�,�y ombustibility: The siding products are
i ' LUci �a nstible building construction materials complying
1.3 The NichiProductsT" siding products h e ke�r ®UftT- Section 703.5 as determined by testing in
evaluated for the following uses(see Table 1): occ accordance with ASTM E136.
Use as an exterior wall covering in accordance with IBC
Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in
* Use on exterior walls in Types I,II, III,and IV construction accordance with Section 5.2 of this report.
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4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProductsT" siding products are produced
rated construction is outside the scope of this report. under a quality control program with inspections by Intertek
Testing Services NA,Inc.
5.0 INSTALLATION
7.0 SUPPORTING EVIDENCE
5.1 General:
The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186,ASTM
USA Inc., published installation instructions, the applicable E84,ASTM E136,and ASTM E330.
Code, and this Research Report. A copy of the 7.2 Data in accordance with the ICC-ES Acceptance Criteria
manufacturer's instructions must be available on the jobsite for Fiber Cement Siding Used as Exterior Wall Siding(AC90),
during installation. dated June 2012(editorially revised September 2015).
5.2 Application:
7.3 Intertek Listing Report "Nichiha NichiProducts" Fiber
Under the IBC,the siding products must be installed over a Cement Siding Products" on the Intertek Directory of
water-resistive barrier complying with Sections 1403.2 Building Products.
[1404.2] and 1402.5 [1403.5] and must be attached as
described for the specific assembly in Tables 3,4,5,6,7,and 7.4 Documentation of an Intertek approved quality control
8. system for the manufacturing of products recognized in this
report.
Under the IRC,the siding products must be installed over a
water-resistive barrier complying with Section R703.2. Lap 8.0 IDENTIFICATION
siding and panel siding may be installed as described in Table
R703.3(1), for areas in which the design pressure does not The NichiProductsTM siding products are identified with the
exceed 30 pounds per square foot and the mean roof height Nichiha USA Inc., name, and address, the product name,the
does not exceed the limits in Table R703.3.1,or as described Intertek Mark as shown below, and the Code Compliance
in Tables 3 through 6. For conditions that exceed these Research Report number(CCRR-0258).
limits,the panels must be installed as described in Table 9.
ODE...
COMPLIANCE
6.0 CONDITIONS OF USE
6.1 Installation must comply with this Research Report,the
manufacturer'sinst installation U
p a anon lnstructlons, and the
applicable Code. In the event of a conflict, this report
governs. ntertek
CC,RR 0258
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 9.0 OTHER CODES
accordance with the applicable Code. 9.1 California Building Code
6.3 When the wall construction includes a combustible 9,1.1 Scope of Evaluation:
water-resistive barrier and is required to be of Type I, Il, lll,
or IV construction, use of the siding products is limited to a The NichiProducts'" siding products were evaluated for
maximum 40 feet in height above grade plane except under compliance with the 2016 and 2013 California Building Code,
the 2018 [2015] IBC where data has been presented to the including Chapter 7A. The siding products are
building official demonstrating compliance with the noncombustible materials as defined in CBC Section 202 and
Exception to Section 1402.5 [1403.5]. as permitted for use on exterior walls in CBC Section 707A.3.
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9.1.2 Conclusion: o Attachment of NichiProducts for compliance with the
High-Velocity Hurricane Zone HVHZ provisions of the
The siding products,described in Sections 2.0 through 7.0 of g y ( )
g
this 2017 Florida Building Code — Building and the Florida
h report, comply with the 2016 and 2013 California Building Code—Residential is described in Table 8 of this
Building Code,subject to the conditions noted in Section 6.0
report.
of this report. Section numbers for the CBC— Building and In HVHZ applications, the NichiProducts siding must be
Residential correspond to the 2015 IBC and IRC section
numbers. installed over CBS construction or 5/8 in.(5-Ply)plywood
supported by 2 by studs or 2 by 6,No.18 gage metal studs,
9.2 Florida Building Code spaced at 16 inches on center.
Section numbers for the FBC — Building and Residential
9.2.1 Scope of Evaluation: correspond to the 2015 IBC and IRC section numbers.
Intertek is a Florida State Product Evaluation Entity.
The NichiProducts'' siding products were evaluated for
compliance with the 2017 and 2014 Florida Building Code
— Building, Florida Building Code — Residential and 10.0 CODE COMPLIANCE RESEARCH REPORT USE
Florida Building Code — Energy Conservation.
10.1 Approval of building products and/or materials can
9.2.2 Conclusion: only be granted by a building official having legal authority
in the specific jurisdiction where approval is sought.
The siding products described in Sections 2.0 through
7.0 of this report, comply with the 2017 and 2014 10.2 Code Compliance Research Reports shall not be used
Florida Building Code — Building, Florida Building Code — in any manner that implies an endorsement of the product
Residential and Florida Building Code—Energy, subject to by Intertek.
the following conditions:
• Use of the NichiProducts Siding in Types I, II, III or IV 10.3 Reference to the https://bpdirectory.intertek.com is
construction, is as permitted in Florida Building Code — recommended to ascertain the current version and status of
Building,Section 1406.2.1. this report.
This 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 Client.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
the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit
copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and
understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the
subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and
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.
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TABLE 1—PROPERTIES EVALUATED
2018 and 2015 2018 and 2015 2017 and 2017 and 2014 FBC— 2016 and 2013 CBC
PROPERTY IBC SECTION' IRC SECTION' 2014 FBC- Residential
Building
Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10
[1404.10]
Surface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10
[1404.10]
Noncom bustibility 703.5 NA 703.5 NA 202,703.5
Wind resistance 1404.16
[1405.16] R703.16 1405.16 703.1.2 1405.16
Weather resistance 1403.2[1404.2]1 R703.2 1404.2 R703.2 1404.2
'Section numbers may be different for earlier versions of the International and Florida Codes.
TABLE 2—NICHIHA SIDING DESCRIPTION
Product Name Nominal Thickness Siding Dimensions Intended Use Description
(in.)
Width:5.25,6.25,7.25,8.25, Smooth or Cedar
NichiBoard—plank 5/16 9.25 and 12 inches Lap siding
finish
Length:12 feet
4 feet by 8 feet Cedar,Smooth,Stucco
NichiPanel'"sheets 5/16 4 feet by 10 feet Panel siding and Grooved-8-in.-
4
-in:4 feet by 12 feet oc-Cedar finish
NichiStraight'""and Designed to look like
NichiStaggered'"lap panels 5/16 16 inches wide by 4 foot long Lap panel siding individual cedar
shakes
Width:6.25,8.25 and 12 Designed to look like
NichiShake'"cladding 5/16 inches Lap shingle siding individual cedar
Length:18 inches shakes
12,16 inches wide by 12 feet Vented or Nonvented;
NichiSoffit'" 1/4 long; Soffit Smooth or Cedar
24,48 inches wide by 8 feet finish
long
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Table 3 -Design Loads for Negative Transverse Wind Load(NichiBoard'"Plank)1,4,7
Effective Fastener Spacing ASCE 710 or ASC£
`ASCE 7 0S Baste T i6 UltAmat�,
f�i�nv�a6le ea8d[ng
Frame/ Des�agn HeightAlndSpeed(WFrammg
Siding TypelPH
WateM+3nj
Fasteneracenozona
3
Field(in) Type pressure(psi76 {ft) a
(in) # ' £itp S Exp G Exp-0 Earp 8 E�tp G E 1
�F
is
10'J,--,130' 11s {185 168 153a
OR,
20.,, X143376 „12a 185' '163 249
�25� 43 324 113 185 160 1461
SPF �" 5` `x,3 '3( %"� X143 121 111- 185 -fi% x44<'
5.25/6.25•, W,
V X40 138 '"118 109`:- 178 152 x40'-
50 133 '115 106 172 --148
16 X 60 130 423 10S'<"X168 i4s`r135
AN- W aA <A' 170 162 147 210 _209 190
2c U170 -157 144 2,220 203 185
A f'' 25 a 70�E12E ,143 X210 2199 182'.-
DF S 30 X170 152 139` 220 495 173..
'40, 37Q 146 35 2x0 189. 174
0 �
50 X166 343 132 210 .384 171,
5.25"/6.25" 6d Double HD MAZE Coil Nail fi0 tet,' 16240s 330 209 132E
Fate "
NichiBoard'" �,�� 15_ 117 i06 9T`= 151 '337 125
z 2Q ,7X103 94� X751 "1 3�
117 101 93151 .:i3Q �x9
4
SPF 330 30 a ,.217 ,99? „9 w; ,,151 ;tI28, r117,'
.,xg77, ;141• ..,121 �;�112
24 5.25/6.25 6Q 106 2
15 i X246 132 it 120: ABS171 X155-`
Y
DF M5 0 X30 �. X46: x23 75T 188''_159 '14CY
,� s X40 ���` 'x40'X119 110"�z 180 3a4 142,
�a 50 � ��1.35 �117 11x8 x`175 151E 140:
15 " .170, W. t15Sa 9210., .,2xQ• 2U0
MAZE 8d nail—2-1/2 inches 20 �`'° 170 :1(SEi 151 '21 210 195
5.25"/6.25" long,0.279-inch dia.head, 16 5.25/6.25 SPF S5 25 170 `162 14$= 210 209 x91
Nichieoard"' 30 170 '159, 146,: 210 205 188
0.123-inch dia.shank
40 ,,F 170;,:154 ;x42_ X210, 744' -A 0"
k 50 x170 1 0e 14 210 9, 4, SBU
0 4 W:4 ,, ,'"37
s 15 12S1102OiTJ56s 1tt2 J25"
E25 z ,121 304 96 156 '135 123
16 5.25/6.25 SPF . 5E1 3V W121„ 'x102
40 .,'q :216:: X99 . •92% .150 128 118u
50....`1 :112 '97 90:, 145, 125:.216:;
5.25"/6.25" 6d Double HD MAZE Coil Nail AawQN10 x.10 95 88 442,; :123 �1
Blind1
NichiBoard'" z 15 .99 190 127: IIfi
7977-799 87 127 "132. r
25 v v
1-99 85- 127 ..'110
24 5.25/6.25 SPF ;3 430 99 127 108
40,. •t F 95. s, 'x122 `
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Table 3-Continued(NichiBoardTM Plank)1,4,7
Effective Fastener Spacing Nlowabie Building ASCE 705 Basi4 ASCE•710 Ultimate
Frame/Horizontal Framing tiestgn Height ' Wind Speed MPH A Wind`Speed 3°
Siding Type Siding Fasteners Face/Blind Field(In) Type
(in) ''P
Shu i5 130ll$ 108 168= : 153 yx'139
20 ,130 ""ills,,X205 168 149 ,-136'5
130 ;113 103 168. 1451$3
7/16" ---
12 5.25/6.25 "410 30 130 „ ib"'i 101 16$ 142-
OSB rr 40 125 107 99 162 138 '128'
is 50 .; 121f ;105 `87 3157' 135 125
153„;.133. ;"123
i5 w 113 103 93; 14b° 132 ;120;;
�� 20 - 113 2100 a 1 a 145;3?,�129; 117
14
7/16” X30 7 30 ,113 R% x88 145 7123
OSB N' 4 40 108 93 $6 140 120V 411>-
50 Y ^105 .91
16 5.25/6.25 60 '103 ;89 i 132 - 115 107'.
15 %A 3 139 ,126; X197,`;'==179 ..153;1
20 153 1;135 >123 -c197c '174, x:159;
Double HD MAZE 25 153 :132,. 221 '497' 170 "s,i;56x:
5.25"/6.25" Asphalt&Fiberglass
Blind SPF 561 30 153' X129 129 L97 -167 :k153 n
Nichieoard^ Shingle Nail 40_ ' 147, '"125 ryz
50 142 122 113 183 :1461
1,44
15 32= �,Sz. 1i9'
7/16" 30 ` 92 > 119
OSB
yTTj5777
z s ;
24 5.25/6.25 R 60 108, 4, p.
15125, 113 103; 161 X146 138
., •"`'S 20„_._ ;._125z ;110*�r100:> �161s x.142. :=130.=
25. ;125. 'r`•-108 99 a 161 , 134 ;127 +
SPF 3743' "iw 30 fi125 ';`105 97° 161;•;136' i25;•
r ' 50 116 '100 93 150 -129 119'``..
x;98, 7-7
-210
20 170 170 i70> 210 210 210„
25170a x170 X170 210 210 210;;
16 5.256.25 20 GA 135 3 ` 30 170 170 X17.0 210 210 x '°210
Steel
170.�' 170 ,�170i 2b,v °'210-;•'110:'-
50 , ",170< <..'17D 120 .,210' 210, ,110
Face
25170 a iJO 21D ^Z1O c:210
1:511,,A T'. 70 170 x 160 r 210 :210 "207
Aerosmith 20 170 170 �L56 210 :210 202"
5.25”/6.25" Fastening 20 GA �� �3�. 25 270 168 154 210
,210 1�8
24 5.25/6.25 a 909 30 x-116,' 16415I 210 i 210 SJS
NichiBoard— Systems, Steel
VersaPinx170 is;1861:
1S ` 107 :97 ,7ja
20 107 94 86' 138 's 122 x111
25 107 92 '138 z 119 109
20 GA M
Blind 16 5.25/6.25 27 5 30 a 5107 90 138 117 5107,
Steel 40 103 88 132 113
as
50 z 99 16 128 X 111
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Code Compliance Research Report CCRR-0258 Page 7 of 25
Table 3-Continued(NichiBoard''Plank)1,4,7
Effective Fastener Spacing a:. ASCE 7-05 Bask ASCE 71Q Ultimate=;
Allowable
S Frame/Horizontal Framing Design Bwldmg wind 5 eed MPH 2 wind 5 ed MPH}3
Siding Type Siding Fastener Face/Blind Field in Type 6 Height(ft} s
(in) ( YP Pressure(psf) p B Et�p C a.& D Exp B,Exp,C Exp;D
15 k133 121 I10 172 x156 142`
20 E133 Y17 102" y172 152 138
SPF 113. '..I03"i F,.172 Y"145 134"
40 =`=128. Fz`109= a,101 165. 141 'r,13D'
50 124 107 99: 160 '138 128'
� 16 7.25
60121 105 97.T 156 „=138 1,26:
15 166 150 s 136 210 194 1761
— --
20 166 T46 133 210 188 ,,172'
25 .._166 143 131 v 210 •'184 169;
DFX166 1'40 129E 210 181 166
66`U 40.'Kf g159` '136 "�112S 26S..
N 50 :154 =•,'-133 " I23 199 x=`171 ,yd159'
Face
60 `150 130 ,:121; 194 168 `IS6,
r 15 5109 Qy 9Q', 140 X127 11¢
a 20x469 =x96 88; '140 .`124. -113
7.25"NichiBoard" 6d Double HD 25 �� ;109 ""-94 $6; 140 ,4121 111'
SPF ' 30 x:109 s '92 X140 -119 104
MAZE Coil Nail `S1S.,s<1Qs`
y
"SO ° 101 87^ Y '130 .112
60. 99 ' 86 127 110
R
24 7.25 15 ,J J1 ';"123, 'W 11�O 175„6159,',",
120 „135 °.119. 109?X175. 154 -190"
� 25,, f=435 ,,:117� 107` 1755 %.151 x•:138:°�
DF 440 '`30 x135.::- 114 105::_ 175 Y`147�:136•
50 ` 126- 1108-77
100`: 162 4140 =230
60 ;123 106 99 X158 =.'137, =128,
15 104 95_ 86 135 '122 l'13�
gag 20 �t04 92' E �' 135 Y19 -108 .
y 25 104 90 X135 X316 106
Blind 16 7.25 SPF 26.1 30 88. 135„
X40 100 85' 129 110
.SO 97 125.108
60 9S '122,1 106
15,s"n, 1 0 :170�s ;1210,.
7 -
MAZE 8d nail—2-1/2 20,3170 .=I66', 151,x ,"A 60 F,rth0. _395:
inches long,0.279- 25 1?0 162, 148 210 209 191
Face 16 7.2S SPF $S
inch dia.head,0.123- �;30 F;17D. 1S9`, 146„` 4,16"', "205 ,
inch dia.shank 40 1]0.:154-, 142,, ,,Z10 :199 E184 ;
3 50 170 ;150: 140.; ZIQ 194 180';'
60 ... 120,.:147 ,13?, '' .210 ."-190 ,177';
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- Code Compliance Research Report CCRR-0258 Page 8 of 25
Table 3-Continued(NichiBoardTM Plank)1.4,7
Effective Fastener Spacing Allourable �BuAding ASCE 7.05 Basic ;'ASCE?10 tll O*te:•;-
g Frame/Horizontal Framing Design Height Wlnd S eed MPH 2 1Nmd S eed MPH 3
Siding Type Siding Fastener Face/Blind Field(in) Type 1 11 6
(in) Pressure'(PAlft) ".. P B ExP UP. ExP FxP C :ExP.
35 121 116 1tl0 a 156 Y42 129=
20 21'— .107 98 i,1t& ,x138 126'
T, 25
7/16" x
30 X121 7102 94 `;156 . 132 122;'
40 116 99 92 'r 150 128 Tia
12 7.25 OSB 353 50 ;I13 9Z: 90„_ 145 125.. <116
IN
�; 60 „>„ 110 '95 „89_,X142` :;123 114
132. 126”,.,1094=
30 .102 96 132 117 106`
Double HD MAZE _ 2S ' "10288 4'132 x'114
30 102+ 87:5, 132 112
Asphalt&Fiberglass d0 ''98 127 108
7.25"NichiBoard"- Blind 24 7.25 SPF 2S 2
Shingle Nail X50 95 : 323. `106'
— !ILL 120
a2 "'15 1k8 i35.`' 122 192 174
MAZE R-104(1-3/4 %20iQB f31"
in.long,0.144 in. 2S 198 >".128: 117 J92 "16S 151;+
7.25"NichiBoard Blind 16 7.25 SPF 53
shank,0.326 in. 30 w148 125-0� 115 392 162;,
head).
40 142 122: 112 184 157 145
50 „138 1191 110 -178 , '153 . 142`
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Table 3-Continued(NichiBoard"A Plank)1,4,7
Effective Fastener Spacing Allowa ASCE 7 DS Ha51C ASCE 710 Ultimate'"
Frame/Horizontal Framing Hl < 2 MPHSidin Type Face/Blind
Fastener
Field(in) Type Desi Height(ft
V n �",Ex H_ C :;Ei� ,..E
r15 ;170 :170 170" 210; 230
20 - 170 76i 170 r,-2105'
•ia = �.,>25 ;'170. -'170 �17W 210 •210 "210
=.30 170 X170 170 •� 210 210 `210:
20 GA 40` ;170 170 167 ` 210` 2i0 210
16 7.25 Steel 1175 50 =170. ,_170 -154, ,...2105= 210` t'250:
:170. 162 .210 204'
Aerosmith I5, r.�,170 .=1:164, ,149„ ,?210: _';210. `.192
Fastening ti ' 20 170 159 .145 210 "JOS, ..188'
7.25' Systems, 25 170 356 1713 210;. 20i 184
NithiBoard"' Face 30 170 152 :140 210: 197 181
VersaPin 20 GA _40 ��170 148 ,137 210'5 191-•>'�176
24 7.25 Steel '173
6Q .'.164 w'142. .',132
�'.: > t%"'15 125 %.313 y.�"103...:16'1--' 146•-'.::133::
��� 20 125 110 100 161:." 142 ".'130_:
=25 25 €108 a 99 161' 139 -12T
90 �:12S .151-` 136. :`:125:
SPF 375 X120,? 102 45' 155`' 132 122
yz � 50.' z ,>�116 1DO 93 150 129 `120
7 s 15 155 1`41 128' 200= 182�. 5165'
137 a 125' a 200 n 177 161"
Y
,t� 25" �15S°� e 134' 123 200:: 173
16 8.25 200 169<? =1S6a'
DF 580
40: c x149 x 127 11a 192 164 152
,A. 60w -122 i13 182.
15 102 C, 92 F, 132 z;: 119' ``108
r
s
���� ,r,25:• X102, =-:88 ,�z 132' x114 ^�,>
r,,,�, -x,- 30�'. ��102,, s;86,. �:� :�`�?•132s` ;111
SPF 25 0 40•Wy X98 ... ,.<126 : 108 �. ;"
6d Double HD 56 9S 7- `'�:x .`..122 105
MAZE Coil Nail Face
15 137
,.
8.25" 20 127 ;li2 10 164 144 -'132
25 127 109 100 164 141 =129<
NichiBoard"' 24 8.25164.% .138 127:'
40; X122 10495 157 134 124 z'
DF 38 6� 50^ 118 1¢2 94, 152 131 12i
60 z :<115 I00, :93' 148'x; =129 ^1202
`15 >r X370 >.170 15S 21D< 210c ;200
MAZE 8d nail—2- z
1/2 inches long,
N 8a 20 370 I56 151 210 210 195
0.279-inch dia. Face 16 8.25 SPF 85
25 :170 162 148 210 204 191
head,0.123-inch =30 5170 ry ,,159 146 210;, 205 :.188:;:
dia.shank ;40 170 154 142 210.'.' 199,E 184,r
^60 x 170ry,,, r 147 137 , 210.'
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Table 3-Continued(NichiBoardTM Plank)1,4,7
Effective Fastener Spacing Allowa r
ble;a ASCE 7 OS Basic ASCE 710 Ultimate
Frame/Horizontal Framing a Desi 8mldmg Wind Speed(MPH) Wind Speed(MPH)3;
Siding Type Siding Fasteners Face/Blind Field(in) Type �gn Herght(ft , , ,•Ka, `
(in) �,..
Pressure. EX6 B ^O!E C „E'«0 B E Ex 'D
S, :111 100 91- 143 130;:>118:;
20: 1'111 '98 • ,;'-89` „143' ,`126:
23 511 " '96 87-'- 143=` "123'. ''x113:
40'
Double HD MAZE 7/16"
Asphalt& 12 8.25 OSB
Fiberglass Shingle 60 1¢0 87 130 ' 112 3
Nail
s;;. h s
15` 138 126 i14_ 178, 162 147:
MAZE R-104,1- Blinds
3/4"long,0.326 s "`�
-26,
in.dia.head, 178x': ]54 14j":''
0.144 in.dia.
shank 16 8.25 SPF 46, I33
50:` 128 111 r- 103 166`.h 143 132—
a 1 62
-
125 Q1„ 1 .: 14D 130
Nichieoard^ ;170 „17tl,: 210
20"` -17D.;r.„'170 ',r+1G7� "x,210 2I0 :t:31Or'>
25- 170 K17O, 16�i` ,c'hd ..21D ;°21"0'”
20 GA 36
;, &170 161 21Q a 210. :1208; `
16 8.25 Steel 103,3 40'- „"170 '170, _ 157 "•210-'f Z1D-';203.
SO` f17O,. ;166 154: 210 210
2iO53170„ 195'
Aerosmith 15 169 353 13s 210 198
Fastening 20' 169, . '149 :136' L21O 193` ,176-
Systems,VersaPin Face "25, 'A69=.,'- ^146 88<i'z173,`f”
20 GA 30
24 8.25 Steel 68&, 4Q, 162 "139 12ffi:' ,'Z10>> 179 " ;165=.
175 ,.-162,_,
'60 16D 'n
130 Derry Court•York• Pennsylvania • 17406 ;k
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Table 3-Continued(NichiBoardTM Plank)1,4,7
Effective Fastener SpacingAllowable� Budding Y "ASCE 7-05 BASIL ASCE 7 10 Ultimate
Sidin T e S Face/BlindFrame/Horizontal Framing Design Height Wind Speed{MPN}2 Wind Speed'(MPH)3
$ YP Siding Fastener Field(in) Type 6
(in) pressure sf) (ft),• Exp&�,ExpC ,Exp Exp'0 ."IxpC .ExpD
s �.� 15 '"<` '718,�:,107 _�i47r :152" ..=`138-: •125''
�.' 20 118 X3104 ��95 152; 134 122;,--
120:,
22,-.120
x152 129 ', 118
r �F 40 113 97 89 146. 125.•. i15 r=
SPF 33:4
50 =<<,'� rI1D�-'.=z94� "��88 • .441;
136';. .120._ .111>.•
15 2147 .3 133 1?1 189s r 172 156;...
25 147 . 126 ;116 189: 163- '150
16 9.25 147
DF 517
40 , `,"��141 ' 120 I111� =182 155";? '143
z 50 13.6 117 X104 176; 1S2• 140 =
'1 ].72i 149. 13$
fi4Reo' 15 96 87 124 113
s 20 96 124` 110
124= ,r 107'x:
30 96124;
SPF � n x 40 a� 92 119
22 3 50 89 115'
6d Double HD
MAZE Coil Nail 24 s" s
9.25 ,
z 15€ 120 109 'S9 154 240°' _127'
v 20 120 10fi 96 154_ 136,s SZ4
9.25" -. 25 s 120 : 10395 154` 133 =s 122;`,
NichiBoard" Face 130 120 101 ��-43 1S4t i31t� "120
r .40 11598_ '-91". 127=' 1i7,
f
DF _ 34 5 SO 111 3 96 89 144 124�' 115
s o-
�E$74 �,-140.-. ,122=' 113
�" `�15,,;;x,' . 170•> i,170, '�155. .`21t)� '210,;`r.=2U0 `�
MAZE Sd nail—2-1/2 20 F 170 166 151 210: 210 195
inches long,0.279- 209,;_`.
16 9.25 SPF 85
inch dia.head,0.123- 170 159 ;146 210, 20S „ 186";
inch dia,shank n 40 ,170;' 154., ;192 •-=:210' 199=_ ,:184'
50 ., 170; 150 ,'SAO210' 194; a 180 r'-
60 170" ','147';.i 137` 210 190` ,177
127:
25 99
85"r, 127. 110
Double HD MAZE °127,' 108 :-
Asphalt&Fiberglass40 95 122
7/16"OSB
Shingle Nail 12 9.25 23 5- �;
<. 50 92 :' 118_
.:,.. 216`
9.25" fir•-. ' 15 „119; 108 ,•9$ '153;: 139 126
NichlBoard- MAZE R-104 nail:1- Blind °,'il-� -..20 ,e 5 119,E:105 - •,9'6u,k ,4153'; 135 _?:k123-a=
3/4"long,0.326 in. ZS 119 ;102 94 153 132 ;E 121
16 9.25 SPF k 34
dia.head,0.144 in. „119. „=100 d. :92
dia.shank s =r 40- 114;<ai97„. .. 90a� 19 ,12. ,. ;116`_:
a 60 F , „,1 ': ,93, {;$7 r: ..139. 120. 112
08
En' 130 Derry Court•York• Pennsylvania • 17406 , � ,„t,
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Table 3-Continued(NichiBoardTM Plank)1,4,7
Effective Fastener Spacing Alloviable". ���Buitdtng 7-0S Rash ASCE 7 10 Ulf imate
Frame/Horizontal Framing Design Helglst Wmd$peed(MPH)2, Winds eed(MPHI,`-
Siding Type Siding Fasteners Face/Blind Field(in) Type 6 (ft)
(in) PressrJre(P. .. Exp:B,'t xp C Fxp. Exp B sExp G Exp D
>170 210
33 20
17b,'.- 370 157 210> 210 203 `
1T0'':', ,155'
20 GA 170 E1:60 f48 210 207 191'
16 9.25 Steel 921
50 170:-;v�157 -?1A5 k'.21b1 . 402i,>9'
s, 60 . -.`. 170;, 154, ,;143,.: .210: 1,<:449f185";'
Aerosmith15 ;4< ifi0 ;; 145 °132 206T 1$7 % 170"
Fastening 20 160 141 129 206, 1821 166`
9.25` Systems, " 25 160 238 126 206' 178 y 163';
NichiBoard- Face 30 160 135 1 4 206, 174 160
VersaPin 20 GA a
24 9.25 Steel 614; 40 ° iS3 ,�131 121 19$0 169 156
50 x< 148 128 ,119 c 192, 165.n'a 153
',127 ,`187
130 Derry Court •York• Pennsylvania • 17406
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Table 3-Continued(NichiBoardTM Plank)1,4,7
Effective Fastener Spacing Allowable Budding ASCE's7 U5 Basic ASCE 710 Ukirtiaie
5 Frame/Horizontal Framing pesign� �Helght Wind Seed MPH)z'� sWind eed(MPH),-'
Siding Type Siding Fastener Face/Blind Field(in) Type(in) 6 r
4 - Exp s -fxp C
20
r
251,"
30 s. VAiO3 ='87,n 134-.: Al
SPF X258 40 99 128'
107
15 129, zi 117i ;106 ' ;166, 151. ''137
« 20 129 r;113 j 104 166 -147 434
k 25r r
*'129,'„'111 °1-102 A66] 143 ''131'
16 12 'IN 30 s 129 ,109 100= 166 �140 `119:
40 , 113',-'X106 �97x >159 =:136 >126
DF 398 50 120€ 103 <.`'96° 154 133, <.s123
77 117, •3:01 „ ,:94:77 251
cc 15
.,c
20 109 ;r
>l 30i �4 x¥104„ -r
40
SPF 50 , —
6d Double HD r
12"NichiBoard Face
MAZE Coil Nail
� � 15,�, s��105•, � %95 ;%87>?'�236 '.�123z X112`".
105
25 105 -91 136 :117 10Z
24 12 3tl 105 89 136 '11V.9465'
40 t'"'s 101 •?86 K130 3 221 ;
DF 266 t
50 98 r 126 109
60 95 z " _- 123
15 170 156 142 210183`;
20 138< •-:210- :r 196
170, .:'x.148, x',136, ,,.210 391 %;175:
xe
.:210 >. 287 •:';172„
20 GA 40 165'u,141 °130r 210 x'182 1G8';'.
16 12 Steel 710
„- SO , y •160,' 138= 328. 206
60 156, ;:335, 126;, 201, w:175y,^262 ;
Aerosmith 15 ;a140't:r,127$ , 11fis 181•; 164,:s,149;<:.
Fastening 20 x 140 124 113 181n "160 146
' s�5 140x,. 121 111� 181 -156 143;.'.
22"NichiBoardTM Systems, Face
;,,30,',r140 "159 109 i 381 <X153 ;14i
VersaPin 20 GA 40 `135 lis 106 5 i74 t 1490137�r
24 12 Steel 247 3
60 X127, .10, 103, 164 142
Notes:
1.NichiBoard"'fiber cement lap siding may only be installed on vertical walls.Fasteners must be installed in away that does not damage the board during installation. Where
necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an Internal pressure coefficient(GCpi)equal to+/-0.18,
and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170mph.
3.ASCE 7-10 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-0.18,and
an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered
and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the
corresponding wind speed.
S.Fastener specifications for those used in testing are outlined in Table 9 of this 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.
8.Allowable design pressures for assemblies described in this table may be applied where the NichiBoard Plank is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE
Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall.
.., _ ,�> ,-A,:.�a�.aaas�:•=,.-,..;s� sra*_� .-�..a. .yrs
Eli130 Derry Court•York• Pennsylvania • 17406 Y
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Table 4-Design Loads for Negative Transverse Wind Load NichiPanel",Sheet 1,4,7
� I; 1 1
Fastener Spacing J Building ASCE7056aefc ASCE7-10Ultlmate
Framing Framing Allowable De sign "'` 2 3 .
5 Perimeter Height. Wiriii5 ed MPHWiadS
Panel Fastener Field(in) Type Spacing pressure(pst) {t ,
(in) O Exp B' - Exp C"°'aE�DrExp 8 .,ftp,_6
v
15 ,�'> �109 `: x.99•-, '< 90`. .'141 . 128 ��116�'.:
20 ':- 109 96 88 141 124 113_'j
25� 109`°`� 94 86 ;141 :"�422
30 109 92 141 119 109;
fid Double HD MAZE Coil « 40 IOS X90L35" 116 107
Nail 6 12 SPF Lumber 16'o c 28 7 j
� r �� SO ' 101•* 87 ,13'1 113 kr �,
15, 134,`, 121 `;;110 „;173, W::157 £142`r
20 1U""' 118; ' 108 173 :'IU' 139
106 ; 173 f4 i13G ,
30 134<,z< 113,' ',104, ,'173• 5146x, 134<:'
16'o c 43 0 40 128 ': 110 101 yi66 442 131��d
50 124 "107",'; 99 160 138 128
15 112%; ;402,'„ 93 ,145 r 132 120'
•'99 91 ; 145
6d Double HD MAZE Coil 25 112 97 89k 145 125 115'
Nail
8 8 SPF Lumber
V 305. 4 d
123 , 113:"
��` 87�
40 108' 92 85 139 ;119 110"�
24 o.c. 30 4 ,
50 105 90
r „ 60 102 K+ 88 i32 •` 114 r106:a"•
15 170 I60. 146 210; ,207 188_ii
-` _
25, 170,= , 152 139, ;-,210 ''196180`t`:
MAZE CEM-6 nail:2 in. 192 17T;Y
long,0.278 in.head,.119 40 ' 169„ 145 134 ' 110 ;'18J 173'.
in.shank 16'
60, 160 ; 139 129 X206 179 167 s'.
�'} 1S 130"" 118 ` 107 X68 AS 138':
69", ..0148 135>
6 6 SPF Lumber �25 ' 130;= .112 '%103. 1:168 145 : 13 {a
'a 40 125 - 107 98 161 138 127>5
24'o c -40 6
134 125 r`
x>'% ,60, 118..= 102' 95 ,• 2 ;;-232. 123„j
170, ` 156 , „'ASO 210 20Y:`s.
�Si 20 170 s 167 152,` +-210 210 196`r°,
` 25 170 `. =163 149,5 210 �'`�210
30 170 160 147 Z10 206189>
16'o c �� g5 g 40 1701-,:j155 143 X30 200 185,.;;
50,. 17Q,,i r 151`'• -140 , ;��210 h x•9195 181m.
170::”
15 , 159 , s ,144„ 131 '
20., 159° 140
6d Double HD MAZE Coil 4, - 25 159 • 137 ,126 'z',716 177 162'
Nail 4 4 SPF Lumber
a 30 159 134 ,„;124 "105 :17!3. 159,x:
k k
,40 1532=' 130 5 120 :197 168 156 .,
24'o c 4`. 60 9 -
50- 14;= 127 ll8 191: 165 151:
130 Derry Court•York• Pennsylvania • 17406 w# �,
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Table 4-Continued(NichiPanelT""Sheet)1,4,7
Fastener5pacing Y Building ASGE7-O5BasIc v '•,ASCE710Uttimi,
Framm
Framin AIIoWableDesign k? 2 3 ;
5 Perimeter g g Height ' Wmd Bed MPH find Bed MPH
Panel Fastener (in) Field(In) Type Spacing 3 P�essure(ps7- , x (fri "g"( L ,w Exp D VExp6 "iik.dx6p,p
15 129 117 146 366 X151 X137"
147 13h
� �„ ` ° a '�Y ,25,. � 32$. '' iii, `'�i02s , 266,,,-•.143 131;
30f 129 x109 104 X66 14,1 129
40 1Z4106 98 r X160 136M
16 o c
t,� ,• 60_ 11Z.�� 5 13
10� E.`, ,94 „• 151 _, 1,
8d Masonite Siding SPF 103 „91 `_ 336 "117 I07_
u
Nails 6 12 Lumber 30 105' ' 89 y1363 115 t 105
24oc 266' 101 86 130� '�311
n X50 98 a 26
X, a23
F 15 `� � 1S8; � 143 130 �'�;21kix 185 168
20`.,' 358 139, ?x 127 s04„ ,180 �+y164
2J .,158.- 136 x 125 x'204 176 16]r
30 158 133 ` 123 204 172 158r
16 o c
143 3124„ 115, T8S ' 06 .A
y r 15 129,: li7 106 166 X151 137:'
k
if ,� �;,u,�, 20,, `129,;, ,114, ; 104 „•.166 �147 � ;134;=
8d Masonite Siding SPF , `k 25 129 111 r 102 266 X143 131
Nails 8 8 Lumber z ����' 30" 329 109 100 166 14i 129'
40 ,: 124 X306 98 260 136 126'
24 o c 39 9
e ' 50 =' 120" 103 96 � 255 � 133 123"
60 , 117
251,SOI:° x'133
165 .* 150 z10 210
174 161 :„ Sa7 210, 207, _ Yi39
r r 25 170 157 �M`144 6",
210 x'203 F1i16,
F 40 174' i49 138 ' 210 �`" 193 �i78=
16"..c. i46 -.135
15 149 135 X123 192 V174 �s 1584
20 149 120 ��4192 169
8d Masonite Siding 6 6 xi s 149; 128 i18 192 156 X152
Nails SPF Lumber
d
24 o c = ' S3 3 ,£ i43 122 113 284 158 ` 145',
50 138 1]9 110 X79 154 143-;
130 Derry Court•York• Pennsylvania • 17406
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Table 4-Continued(NichiPanel'"Sheet)1,4.7
Fastener SpacingBuilding ASCE7-0SBas"c ASCE7;0Uitimate
Framing Framing ti 'A►IowableQesign r 2 3
S Perimeter e,', He(gM' WWS eed MPH ="WindSpeed MPH
Panel Fastener (in) Field(in) Type Spacing :'=Pressure(psf) ExpL Expo ;Exp B, „Exp,C �EXpD;?
c216 210
20 , 170 170 170 -,"21b": '210 210`
i70 170 M
210 k x`210 ,„Z10?;
210,' `.,110:
16 o c 119 8 u 40 " 170 170 169 210 X210 `210
s0 170„ 170t 166x210 210 210.'
60;; =170'! 170 ; ,163 ,21fl; =>210
JSL;; xlio;,. ,1es_
147,JWho", 207 ;189?'"
8d Masonite Siding SPF ,15`; 170'; 157 '' 144 ,',,;210 ."•303 :r18fi'c`>
Nails 4 4 Lumber a 30;';. =170': 154, ' 142 u,EJ10. , '199 x;,183
24 o c 79 9 170 '149 138 `210 ':193 17fl"
SD 135 , 210 188 , ,n17Sxy
?r-
60 '�, 1,65;::`�X143�:=�133 `:310, 185 k ,;172
'�■E 130 Derry Court•York• Pennsylvania • 17406 IY v
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Table 4-Continued(NichiPanelTm Sheet)1,4,7
Fastener Spacing ASCE7056asic ASCE710UItlmate
�>, 8uddmg
Framing Framing aNtowable0esign
5 Perimeter g g Height: WI dSpeed{MPH) YltindSpeed(MPHjI
Panel Fastener (in) Field(in) Type Spacmg .Pressure(psfJ �� (g) Exp C `Exp D Eiip B -ExpC
126 E.,,197- - 179. `•162:•'
20 "F 152 134: 123 197 :573' 158:
x 25 ISZ; 131 120 197 170 ISG;
-30. 152 r, - 129.'n>118 ,�,-;197. _-166:: 253 r
x 40 146 125 YES 189 "161 14
16"..c. 55.9
50 142 = 122, 113,v=>183 158 146>
60,; Y38x,:i, ,120 112 %579, 155 =144`
146 `132
r 20 124- 110 100 161 :142 229
SPF 107 ,� 98 X161. 1$9 127w_
Lumber 30'-' 12d".;X105 97 x:'.161 136 _s 125-
40 119 102 94 X154 `-`132 122<
24 o c 50 " 116100 92 449 129P, 119`
=60' 113 : 98, N' :126 117.;:
15.. 142';^ 129 11? 283 G6 151.
20 142;1 125 / 114 183 162 148
y 183
25 .Y 142; 158. ._1459
% 3D 142 120 110 ',183 "142:
40 136, 116 108 l?b 150 139
16 oc § E -08:5 50>,�'f 132 .114' �' 105 X170 .147 '136=
Grabber#8 Flat 60 s 129„_ ,11Z,vt 104 166 _ 544 r_i34
Wafer Head Screws 6 12 ..- 15': 116;''= 105 96 „150 .136 123{
—20",;,, ;,3164-r"102- "' 93 ` :150 --132
20 GA 25 r` 3E6 100 92 150 a ?129 118
Steel
�` 80 116 ' 98' '', 90 ;150 _4•;127 116
40 :,� 111 95 88 144ff" 123 1b"
24 o c 3214 SO 108° llh
105,', x`118
15;zt: 1701 ;169 ` 154, fi,3E0 210 ..,%199t
k
20: 165: >: 150. ,;'°210
' 25" x.170- 161-.T;141 210 -•2b8 190'x:
204 „187;
40",:e 17ps': 153 1414220 `198 .. .182-
16 o c 83:8 'S0- 47b�. 149 138 '>:'220 - ,193' ' 179 ee
60169r;,<, „147, .,X36,,x23A .`X90 176:
15 152 ^' 138 ,'` 126+ =f97 x179
20 152 - 134 123 I97 273 158
SPF
131 .:120 .v197 - 170 ��I56`
Lumber 30' '152 129 118 197`„' 166 . •I53'`
€ 40 ,_ E46:� 125 ,y 115 s+ 189 i61 149
24"o55;9 5p r" ....142; _•122- 113„ 3.83_ x`-158 _--146:
60 :. "'ba, 120r: 112 ,:';179 F;:x155 144
15' k'4 158 Via,'143 ;;'220 ,--''204 185"
20; 170.E �si53- __: 140a 210. -,'-198 :181
170.' 150 a 137. .,=210 "194 1T�.
30 ` 170n ,-147 135 .,i''210 '1§13,
vs 40 167° 143 = 132 210, 18417b.
16 o c 139 129 ;r,209 ,sf;180 167:=
GrabberNFlat 60 158:- 137 127,? °304 's177
Wafer Head Screws 8 8 42911 . 3 '•1fi6 151'
x.:183 162 14&<`
20 GA25 .142' 123 112 83 158 146
Steel 30 142: : 120 "110 183 155 342
AO 136' 116 r 108 `176 150 139-
24"..c.
48.5
�r r 50 - -111,X132 : 114 ;105k 170 1'47= i36t
60,. 129?+" •112' '=x104 166. I"J447
130 Derry Court•York• Pennsylvania 0 17406 1vw
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Table 4-Continued(NichiPanelTI Sheet)1,,1,7
Fastener5pacing rr ASGE705Basic a ASCE7-10Ulflmate k
5 Perimeter Framing Framing r<gilowaf le0esrgn z yelg� yyind_Speed(MQH�2 WlndSpeed{MPH)7
Panel Fastener (in) Field(in) Type spacing ;pressure(psf) (ft) 6zp Bp C Fat �C E R
P xp
170 310 210 210''
170r+•, 170 170
25 w 170;; 170 °',170 .,, 210 210 ';:`210;,
30 X170', 17D 167 ?20 210 210;
t 40 170- 170 163 210 =`210 210
16 o c ` 11iz8 50 170," 170, :"` 160' "°210 "0 210.�a207
15 170 160 145 210 206 187
v 20,
SPF 25 7 x 170 4§ 152 139 .210
Lumbers 30 170 149 137 6210 x;192 176:"
24 o c 74 5 i 40 169> 144 133 21Q -.186 17,2
r S0- 164 141 131ZTO 182 169
;206.,5;;179 „ 1661
15 170'. 170 166 210 s ;'Z10 a>2]A3
1 x a 20 17,O.f s 170 =.:h 162 :. 210 =210 209#
'25 170Ka 170 159 :r'"210 _:Z10 ZOSn'
5 30�-'` 0 156 230 21Q 2tl1=
40 170 165 352 210 2iQ &49
16 o c F 97 0 50; 170 .,161. X49 a:=210 ==208 192
Grabber#8 Flat t,a .` 60,,r, `;170:x 04"s1158- 147
Wafer Head Screws 6 6 ^ 15 164'. Y49135c a `'21Q 192 174r
�r� s �Y�` 20 �164' 145 6132 `210 T87 �s 170;:•
A <' 25 164> 141 130 -210 183 1.67,
20 GA
Steel 30 `.> 164? 138 127 210 "179 164
40,t"- 157 134 X124:,, X203 a 174 164:
24"..c.
` 60 ,'149,$;
Sls r' 120 170 .s 17D '230 210 , 210'
' s h
7777
170 170 •.'210 7 10 210
T ,
` 30s 170` 170 170 31Q 210 210
:210 z1a.
16 o c
136;0 50
170 170 170 X310210 210:
6076,-170n' 11q 210 x210,.-, 210::
.170 160 :310, ''.;210 207:':
170.`.; 170 1S6 =210 x'210 202
r x'
SPF �25.,�= 17tl'- 167, z 153310. ,.x,210
Lumbera 3D 170`' 164 151230 210 X195'
s 40 Y70: 159 ,`147 X210 206 190`:
24 oc 906 Y 56,; 170:: 156 144 210 201 186-
e ,
153
170 ' .170 ) 170. '`:210 210? x.210,
a 20 170• 170 .s. 170 °220 2= 210.
x� 25 170„ 170 ;470 x6`1'230 210 210=
�` � '� 30 170 'v,>170, =170 4,.1220 X210 X210
40170-`I 17D e':470
11ri f';210 210
16 o c 13610
� � 50 . 170 170 : 170 ^210 210 210'
Grabber#8 Flat 60 .' 190 ' 170 170, AZ"
`210
Wafer Head Screws 4 4 F 15 170; 170 ^1fiQ X210 :210 2074
20 170` 170 ';'156 3Y0 220 202
20 GA 25 X170 167 153 �210� 214 198
Steel
30 - 170 ' ., 164. = 151 X210 21Q 195?.
` x 40 - 170 = 159 '= 147 x;21020fi 19U'
4
24 o e 90.6lSfi
153. `142_ x210' •:19Z" 183;1'
130 Derry Court•York• Pennsylvania • 17406 ;x,
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PCA-101
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V 1 Code Compliance Research Report CCRR-0258 Page 19 of 25
Table 4-Continued(NichiPanel'"Sheet)',','
Fastener Spacing a BuildingASCE7OSBasrc ° A5CE710Ultimate
Perimeter Framing Framing A1lowable0esign>+ `Hei ht', 2 s3 *F
Panel Fasteners •= r g : WIndS sect MPH „,-"Winds sect MPH
Field(in) Type Spacing Pressure(psfJ6 (@)
(in)
Bxp bExEiipD
15 110'. 100 91 142 229 117„
20,..E 110,3 97 89,,
87 142 123 .:113”.
Aerosmith Fastening may: 30;, 27120 X11
ZO GA 40 106- 90 137 117 108
Systems,VersaPin 6 12 Steel 16 o c 29.3 y = 90. 102. 88; „ 132 ";x114 lO6e
s „',x:129 ^112
15 s 135 1Z3.,`` 111 ;;174 158 144"
z} + r 20, 135 129 109 174 .154 140',
77, 777,7-54.7, _71s0 7.7138.:
Aerosmith Fastening v 30'", 135= 114 ` 105 :174 i4l 135;
20 GA X40 130; 111 102 t X167 1`43 = 332
Systems,VersaPin 8 8 Steel 16 o c 43.9
50 126 108 K I00 , -62 140 129x°
Y. 6D ?123 106' 99, ;'158 137 x .127,i<+
20�u, 156'x;, -=137. `. 126< w:201 x`178 162:
Z5z 156; X135 123 ;201 174 :159
30 556 132 121 201 170 156;
Aerosmith Fastening Zp GA �� 40 X150_ tr I28 ,$ 118 '193 265 a 152.
Systems,VersaPin 6 6 Steel i6 o c 58 5
60 1,41; 223_ 114 ,,:;;183 .158 147
20.. 17,01.x 169 154 x':210 230 k'-199r
25 8170:;; _`.I65 ,`v 151 x;*ZIO 'Z10 195`;
30 170 161 148 210 208 192
40 _ 170' 157 145 210 Zb2
16 o c 87 9
50 = 174P:
60'3;
ZO. I22y 107 98 157 34 126';`:
Aerosmith Fastening
20 GA 25 122: 105 s 96 157x 136 124`
Systems,VersaPin 4 4 r
Steel
24 o c 35'6 40 317: 100 92 ;151 ,129 119
5 98 90 X146 126 11Z,
,'124 115'
Notes:
1.NichiPanel—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 II,a wind directionality,factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to
170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18,
and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed.
S.Fastener specifications for those used in testing are outlined in Table 9 of this 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.
B.Allowable design pressures for assemblies described in this table may be applied where the NichiPanel is attached to ASTM C90 fully-grouted CMU block wall using ITW
Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of
the wall.
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Code Compliance Research Report CCRR-0258 Page 20 of 25
Table 5-Design Loads for Negative Transverse Wind Load(NichiStraightTM/NichiStaggered'"Lap Panel)1,4,7
Effective FastenerSpacing Allowable Buildipg ASCE7-OSBauc ASCE710Ukfmate
Sldin T e S Face/Blind
Frame/Horizontal Framing peslgh 5Meigh! WindSpCeif(MPN) WfndsSpeed(MPH)3'.�
g W Siding Fastener Field(in) Type 6 Exp -bExP_B EV_ C HEx
(in) -"Pressuie ��r.tft) -.-`_Exp B :;ExP C �.. P RDS
s'
15
y 20> ri 99 87 128 113
128 110s _
7/16 40 95 122
12 8.625 OSB 'S
n 50..2 92 . 119
60,
15 a 122 111' 101` 158 143
158137'`>
u t3 2S a12Z }QS9b" lSa3.';i 1361 ;125y'
x30 x ;,::'.122- ,'_-503,- "95°_ �;158�_' 133.,•-:':122'
Blind rQp dig"117 x' 00 92 151 129 119+E
16 8.625 SPF 35 9
7,-
57
146 126,-,-'117"
60, lii„ 96 a:$9s 143.: 124. "'11S'':
6d Double HD MAZE >15 100 90 129 117.• .`106 :
a
Coil Nail
25 100 . -"86
NichiStraight-/ 30 100, - 129 109. "
NichiStaggered" ?:4D 96 x123` 106
24 8.625 SPF
s
ey 15 170 ;155 141 4;210> zoo al
MAZE 8d nail: 2-1/2 177;x;
in.long,0.279 in,dia.
25 �a 170 "147 13 � 210 '- 189 174
Blind 16 8.625 SPF 7b F 3D x,170 =194 , ,132,.: 214':
head,0.123 in.dia. a
shank 40 164. ;i40 . '129,aE , 210 180: "167,'
s s 56 158`,-136 s 127 - 205'Fr 176 I63;
,,. 60 199
` `x173 46,
.60
15 ' 144 '130 118 185° 168 ,153
---
�� 2p 244 127 116_ 185 163• 149-�
ti
ZS a w *144 124 11b' 185 i' 1tiD 147
k8-18WaferHead Blind 30 144 131 112 185`;,- 157 =544';
NichiStraight-/ 20 GA � -
NichiStaggered"
ROCK 24 24 8.625 Steel -496`: 138 t18 iQ9 118` 152 140;
Sp 133 115 107-, 172 149 138.
6D x,130•, °113, X105'':• 168 .146,
Notes:
1.NichiStraight—/NichiStaggered"'Lap Panel fiber cement siding may only be installed on vertical walls.Fasteners must be installed in a way that
does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid
damage to the fiber cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category ll,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18,
and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this 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.
8.Allowable design pressures for assemblies described in this table may be applied where the NichiStraight/NichiStaggered lap panels are attached to ASTM C90 fully-
grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a
minimum of 5.1 inches from the edge of the wall.
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o" . Code Compliance Research Report CCRR-0258 Page 21 of 25
Table 6-Design Loads for Negative Transverse Wind Load KchiShakeTm Shingles)1,4,7
Fasteners per Shake Allowable -,;ASCE,7OS Basit 'ASCE 7 10 Ultimates
Siding 6-1 4„ 8-1 4,. Sheathing Dest n Pressure Bu�id�ag x�
/ / 8 Wind eed MPH Wind S eed MPH -
Fast�nerWidth Width 12"Width Type 6: Ne�ght(ft) _E"s6 dEx E' Ex p.::fx :8' -Ex .C''E•``D
0
x 20 115 . :99: 9i 146 128 11z<`
".97 89<,, s46_' -126
3077T13"` ` 95 88 1462 't123 '113':
6d Double HD MAZEa 777—40 108' 93 140 119 110%
Coil Nail 2 2 3 7/16' OSB 306 ` ' 90:_'
..106
Notes:
1.NichiShake—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.Uhder ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)
equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of
topographic features have not been considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures
associated with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of
record to determine the acceptability of alternative fasteners.
P Y
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.
i
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VolCode Compliance Research Report CCRR-0258 Page 22 of 25
Table 7—Design Loads for Negative Transverse Wind Load(NichiSoffitTM)
ASCE 7-10 Ultimate
ASCE 7-05 Basic
Fastener Framing Allowable Building Wind Speed(MPH)2 Wind Speed(MPH)3
Framing Type Design Height
Spacing(in.) Spacing(in.)
Pressure(psf) (ft) •
Exp B: EXp C EXp D Exp 8 Exp C Exp D
15 170 .169 x''154 --J 210 r199�
1-3/4-in.-long Maze 20 170 i 1b5 1S0 210 50,,
double hot dipped 12 k s 194
galvanized ring- Wood,2 x 4, 25 r 170; 16I 1147 21D 208 390 ri
8 min.specific -844 30 170': 15$ X1145 u210 204187.°
shank nails(0.125- Max.16-inch-
gravity 0.42 40170 153 E 141 h 210 f 198 ' 3$2 3-
in.shank dia.,0.365- wide panels
in.head dia.)
60 „169; g 147 z>136 210,;,,: 190 x 116 s
15 0.
17 v 155 141 21Q, 200„ k 181,;
ZOI70 150 X137 210 194
MAZE CEM-6 nail:2 16
Wood,2 x 4, 25 a -170 a 147 _' 134 210 3 i 189 174':x.
in.long,0.278 in.
6 min.specific 70 30 �:=17D,' 344v? 132k, 3310`, „186
dia.head,0.119 in. Max.24-inch-
gravity 0.42 40 1b4', 140 I29 210 180 167, x�
dia.shank wide panels
SO 158`'; ,136,u, 127 t 20S 176, Sb3;
60 154 134..' '125 199,._
1-1/2-in.long4d 15 124: 113Y03 16I X146 132=
hot dipped ,- �.� s > ;x � ; :>
24 a' 20 124 11p 200 x61 a`z 142 1 �
galvanized ring- Wood,2 x 4
shank nails(0.120- 8 min.specific -37.6 25 124 107 98 151E 139 127
in.shank dia.,0.219- gravity 0.42 Max.16-inch- ' 30 124 X105,,5,a 97 161,' >136 125,':
wide panels 40
in.head dia.)
119,x` X102 4, X132 ;�
, Vl,x 1. J154 . „s „122pP
°
„126
6d lap siding nails 24 20 ''
Woad,2x4,min. 104
(0.12-in shank dia., 25 ` ' 109 z
8 specific gravity -18.3
2-in.[on&17/64-in. 0.42 Max.48-inch- 30 ,� 4? 1109
head dia.) wide panels 40 �
0",
24
25 96 124 ,z 107 a c
778 x 1-1/4-in.self- 8 No.20 gage 21 6 30 fl 96 s 124 r
piercing lath screws steel Max.48-inch-
wide panels 40 92= 119,F
89::; Sp
d 115. s:•-
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V 1 � Code Compliance Research Report CCRR-0258 Page 23 of 25
Table 7-Continued
Notes:
1.NichiSofrit-sheets may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation.
Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to
170mph.
3.ASCE 7-30 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)
equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of
topographic features have not been considered and the wind speed has been limited to 210 mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures
associated with the corresponding wind speed.
S.Fastener specifications for those used in testing are outlined in Table 9 of this 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.
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v 1 Code Compliance Research Report CCRR-0258 Page 24 of 25
Table 8—Design Loads for Negative TAS 202 and TAS 203 Transverse Load(Florida Building Code)
Siding Type
And Nominal Framing Material Fastening Method Fasteners and Fastening Allowable Design Pressure(psf)
Thickness(in.)
NichiBoard up to 9.25"
2x4 S.P.F.studs FACE MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia.
width(5/16"thick) 16"O.C. Nail head,0.123 in.dia.shank)through plywood into -85 psf
5/8"APA Plywood studs 16 in.o.c.
NichiPanel 2x4 S.P.F.studs FACE MAZE CEM-6 nails(2 in.long,0.278 in.di.Head,
(5/16") 16"c.c. Nail 0.119 in.dia.shank)through plywood into studs -75 psf
5/8"APA Plywood every 6 in.perimeter and field
NichiStaggered/ 2x4 S.P.F.studs BLIND MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia.
NichiStraight 16"o.c. head,0.123 in.dia.shank)through plywood into -70 psf
(S/16") 5/8"APA Plywood Nail - studs 16 in.o.c.
NichiSoffit up to 24"width 2x4 S.P.F.studs FACE MAZE CEM-6 nails(2 in.long,0.278 in.dia.head,
0.119 in.dia.shank)into studs every 6 in. -70 psf
(1/4"thick) 16"O.C. Nail perimeter and field
N otes:
1.NichiPanel products may only be installed on vertical walls.NichiSoffit may only be installed on soffits.Fasteners must be installed in a way that
does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid
damage to the fiber cement product.
2.The values in this table are based on testing per TAS 202 and 203 and represent the allowable design pressures of the siding.
3.Framing and bracing are beyond the scope of this evaluation report.
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Code Compliance Research Report CCRR-0258 Page 25 of 25
Table 9-Specifications of Tested Fasteners
Minimum
s�"
Head Shank MinFastener
Length Diameter Diameter 3 ,i Fastener Penetration Yj�gthdrawal;:,.'
Siding Fastener in Abbh3hal Siding type into Material(in)
(- ) (in) (in) Uafue(Ibs)
NichiPanel" 111/16 422
NichiBoard"(Face) 13/6 a� 344
NichiBoardTM(Blind) 111/16 A,-%'t422
SPF NichiStraight'"/
NichiStaggered' 13/8
NichiBoard'"(Face) 13/6 :„,53.14._'”;
DF NichiBoardTM(Blind) 111/I6
2 0.237 0.099 NichiStraight'"/ ' ;:� a
6d Double HD MAZE Coil 7/16'OSB NlchiStaggered- 7/16 169
Nail
7/1611 OSB NichiShake'" 7/16 !69
NichiBoardTM(Face) 17/6 45 '
2.5 0.236 0.097 SPF NichiBoard'"(Blind) 23/16 53fi„
NichiFrontier'"(Face) 11/a 298
SPF NichiFrontier-(Blind) 19/16 r, 414
NichiStraight"/ x
io-
6d Ring Shank Double HD MAZE 7/Is' 7/Ifi OSB NichiStaggered'" 17 9
Coil Nail 2 0.233 0.105 SYP Q, 3�b .
8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel" 23/16 s. 652,
NichiBoard'"(Face) 11/6 355
SPF
NichiBoard'"(Blind) 17/16
Double HD MAZE Asphalt SYP NichiBoard-(Blind) 17/16 701
&Fiberglass Shingle Nail 1.75 0.365 0.125 NichiBoard"'(Face) 7/16 <1 213
7/16'OSB NichlBoard"(Blind) 7/16 213
Grabber 98 Flat Wafer SPF NichiPanel- 1s/I6
6 1.625 0.406 0.166
Head Screws 20 GA Steel NichiPanel'" 883,
NichiPanel" v 947
Aerosmith FasteningNichiBoardTM(Face) 94J,
1.5 0.301 0.106 20 GA Steel
NichiBoard'"(Blind) 94 7
Systems,VersaPin7 1.375 0.251 0.107 20 GA Steel NichiPanel'"
118-18 Wafer Head ROCK-ON-
8 1.625 0.395 0.162 20 GA Steel NichiStraight'"/
Screws NichiStaggeredTM — 950
1.25 0.300 0.145 Block Concrete NichiBoardTM(Face) 3/4 2331,
Aerosmith Fastening NichiBoardTM(Blind) 11/6 233,'B
a Concrete NichiStrai ht—/
Systems,SurePin g
2 0.3000.145 Block11/6 ;,. 23
18
Ni4:
chiStaggered'"
Notes:
1.SPF(Spruce-Pine-Fir)framing material is assumed to have a Specific Gravity ofb.42 or greater.
2.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater.
3.OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater.Where fasteners are installed through OSB 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.
S.Alternative fasteners must meet the minimum head and shank diameters listed In Table 8.The required length and withdrawal capacity shall be determined
by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this 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[TW Buildex and Illinois Tool Works,Inc.Product Report No.02722 and a safety factor of 3.
9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5.
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