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HomeMy WebLinkAboutCODE COMPLIANCE RESEARCH REPORTSCANNED
�� 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.