HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALLSFlorida Building Code Online
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^mot fi Product Approval
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FL 1k
Application Type
Code Version
Application StatuS
�94AWED Page 1 of 2
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Stats & FaPublications I ;Far- Staff I B6s ste Map l LInkS ,i ISearch
cts
Applicatlon Detail
by DBPR..Approvals by-DBPR;shall be, reviewed -and ratifled
and/or the Commission if necessary.
Comments
ogc?b
Archived
ST. LITC?E COUNTY BUILpTyG TSIO\'
i Product Manufacturer
Nichilia=USA, Inc:
REVLV�'� D FOR CO�IPL
I3150 Avondale Mill Road
REWEAVE"IBYiMacon,GA-31216
Address/Phone/Small
DATE
(770) 805-9466 :Ext 1021PLANS
hohenstern@nlchlha.com
A>\DKEPTONJ0B
rORNOINSPIA
J£.
Authorized Signature
David Hohenstern
dhohenstem @nichiha icom
Technical Representative
David Hohenstern
THESE PLANS AND ALL PROPOSED WORK
Address/Phone/Email
6455 East.3ohns Crossing
ARE SUBJECT TO ANY CORRECTIONS
Suite.250
Johns Creeks GA'30097
REQUIRED BY FIELD INSPECTORS THAT
(770) 805-9466
dhohenstern@nlehlha.com
MAY BE NECESSARY IN ORDIR TO
C9MFI3Y i�ITI� APPiAARA 00018#
Quality Assurance Representative
David Hohenstern
Address/Phone/Email
6465 �East')ohns Crossing
Suite 250
CON CCi'eALED FASTENERS OR ATTACHMEM
JOHNS. CREEK, GA 30097
dh oenstOr a@ Eha.com .
ARE THE RESPONSIBIM OF THE
dhohenstern@nichiha.com
CONTRACTOR OF CORD
Category
Panel Walls
Subcategory
Slding
Compliance Method
Evaluation Report from a Product Evaluation Entity
Evaluation Entity
Intertek.Testing-Services.NA, Inc.
Quality Assurance Entity
Quality Assurance.Contract Expiration Date
Intertek Testing Servlces NA;.Inc. - QA:Entity Sim
12/31/2020
validated By
Intertek Testing Services NA, Inc.
F1
Certificate of.Independence.
Referenced Standard and Year (of Standard)
Standard
year
ASCE 7
2010
ASTM C1186
2008
ASTM'Et36
2012,
ASTM E330
2062
ASTM E84
2013
Equivalence of Product Standards
Certified By
http-//www.floridaUuilding.org/pr/pi app_dtl.aspx?param=wGBVXQwtDgUJEQf'8P6a6FB...
3/13/2018
Florida Building Code Online
Page 2 of 2
Sections from the. Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC'Approval
Date Approved
1 Option C
1/2017
7/2017
FL # I Model; Number or Name I Description j
Limits of Use
Installation Instructions
Approved foruse in HVHZ: No
F; VO0 116 QI CCRR=0258rodf
Approved for use outside HVHZ: Yes
Verified By: Intertek Testing'Services NA, Inc.
Impact Resistant: N/A
Created by Independent Third Party:
.DesignPressured N/A
Evaluation Reports
Other:
FL12048 R6_AE_GCRR-0258_ndP
12098.2
N1chiPanel
Panels are: avallableln 4-foot widths and 3' lengths: 8 10',
and 1;'. All panels are 5/16" thick.
Limits of Use
.Installation Instructions
Approved for,use in HVHZt No
FL12098: MIT CCRR-0258:odf
Approved for use outside HVHZ: Yes
Vadfied•By; IntertekTesting'Services NA, Inc.
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure, N/A
Evaluation Reports
Other,
FL120981R6,AE CCRR'-0258 ndF
12098.3
NichiShake
Primed cedar Shake panels available in widths from 6j/14"
up to 12"; all boards are-1 811in height:
Limits of Use
installation Instructions
Approved for use: in HVHZ: No
FL-12698 R6, It CCRR-025%ndf
Approved for use outside HVHZ: Yes
Verified By: Intertek Testing .Services NA, Inc.
Impact Resistant: N/A.
Created by Independent Third Party:
Design Pressure, N/A
Evaluation Reports
Other:
FL120 & R6 AE'CCRR=0258.Pijr
12098.4 NlchlStaggered / NichiStra4ght 16" wide by 4'.16ng panels designed to look like Individual
II cedar shake. The panels are 5/16" thick.
Limits of Use Installation Instructions
Approved for use in HVHZ- No FI-12.098' RG iI CCRR=0258'.gar
Approved for use outside HVHZ, Yes Verified By:.IntertekTesting Services NA, Inc.
Impact Resistant. N/A Created.by Independent Third Party:
Design pressures N/A Evaluation Reports.
___1 Next
contact fig :: 2601 elalr Steps Road, TallahaRsee FL U399 Phonfl• 850.487-] 874
The state or Florida is an•AA/@CO empidyer. cosvrldht 20d7-2013 Statabr 17160d+.:i Privocv Statement :1 Aacecc1bliltz 9tatementt: A r nd� Statamant
Under Plar,da law; small addresses are public records. If you do not want your e-mail addrass released In response Lo,a publi(kocbrds request,'do not send
efedtonie rail to this and Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 890.487.1399. -Pu uant to
$sedan 451219(1), Piondaltstutes, 61'radive od66oc1;2012, Ilcensees licensed under Chapter 455, F.S. must provide the oapartment with an small address If
they hbve and, The smalls provIded may be used forptnclal commry1unication with the licensee: However emall addressas:are public record. if you do notk' wish to
supp[9 a personal address, ploeta pro lda the 6epartmentwith an i hail address which can be made available to the public. To determina.lf you are a Ilcehsee under
Chapter 455; F.5., please'dlck hgM,
I
roduct Approval -Accepts:
®G�+'-1 EE '"
Credit. Card
Safe
littp://xvww.floiidabuilding.org/pr/pj_app_dtl.aspx
... 3/13/2018
intertek
Total Quality. Assured.
DIVISION: 07 00 00-THERMAL AND MOISTURE`PROTECTION
Section: 07 45 00 - Fiber-reinforced.Cenoentitibus Panels
REPORT HOLDER:
Nichiha USA Inc.
6465 E. Johns Crossing, Suite 250
Johns Creek, Georgia 30097
www.nichiha.com
REPORT SUBJECT:
NichiProducts"" Fiber -Cement Siding Products
1.0 SCOPE OF EVALUATION
1.1 This Research Report addresses -compliance with the
following Codes:
• 2018, 2015, and 2012 international Building 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 Californla.Building Code- Building (CBC)
and Residential (CRC) (see Section9)
NOTE: This report references 2018 Code "sections with
[2015] Code sections shown in brackets where they differ.
1.2.The NichiProduc&s ' siding. products described in this
report have been. evaluated for the foliowing -properties
(see Table 1):
• Physical properties
• Wind resistance
o Surface burning characteristics
• Noncombustibility
a Weather protection
• Fire -resistance -rated construction
1.3 The Nichiproducts- siding products have been
evaluated for the following uses (see Table• 1):
• Use as an exterior wall covering in accordance with IBC
Section 1405.16 and IRC SectionR703,10.
• Use on exterior walls In Types I, II, Ill, and IV construction
(a 1 Y 130' Derry Court -
1 inter
Iriterte{e
Vt�(,�on 6 Apo] 201?
e Compliance .Research Report
CCRR-0258
issued,101,;2016
Renewal Due:10-31-2018
Revised: 11-21-2017
• Use on exterior walls permitted to be of; Type V
construction.
® Use on walls. required to be of fire -resistance -rated
construction.
2.0 STATEMENT OF COMPLIANCE
The NichiProducts'", siding, products recognized in this report
comply with the Codes listed -in Section 1.1, for"the p,*erties
stated in Section 1.2, and.uses staffed in Section 11.3, when
installed as described in this report, Including the Cpndltions
of Use stated in Section 6.
3.0 DESCRIPTION
3.1 NichiProducte* Fiber Cement Siding Products:
The siding products" are used for° lap and panel Isiding. 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 lwith IBC
Section 1403.10 [1404.10] andl OSection 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 G.
4.3 Surface Burning Characteristics: The siding (products
have a flame spread index of 0 and a smoke -developed
index of 0, when tested1n accordance with ASTM E84.
4.4 Noncombustibility: The siding produbts are
noncombustible building construction materials complying
with IBCSection 703.5 as determined by testing in
accordance with ASTM1136.
4.5 Weather Protection: Siding products are installed in
accordance with Section 5.2 of this report.
• Pennsylvania • 17406
utararrrr
)m/building
PCA-i01
Qtn)
Code Compliance Research
4.6 Fire -resistance -rated Construction: Fire -resistance -
rated construction is outside the scope'of'this report.
5.0 INSTALLATION
5.1 General:
The siding must be installed In accordance:with-the Nichiha
USA Inc., published installation instructions, the applicable
Code, and this Research Report. A copy of the
manufacturer's instructions must be 'available on the.
jobsite during installation.
5.2 Application:
Under the IBC, the siding products must be installed over a
water -resistive barrier complying with Sections 1403.2
[1404.21 and 1402.5 [1403.5], and must be attached as
described for the specific assembly In Tables 3, 4, 5, and 6.
Underthe.lRC, the siding: products must'be installed over a
water -resistive barrier complying with Section R703.2. Lap
siding and panel siding may be installed, as described. in
Table R703 3(1) [R703.4], for areas in which the design
pressure does not exceed 30 psf-and the mean roof height
does not exceed the limits in Table R703.3.1, or as
described in Tables 3 through 6. Forconditions that exceed
these limits, the panels must be installed as described in
Table 7.
6.0 CONDITIONS OF USE
6:1 Installation must comply with this Research .Report,
the manufacturer's published Installation instructions,. and
the appiicable Code. In the event of a conflict, this report
governs..
6.2 When allowable wind speed is determined in
accordance with Table;3, the allowable wind speed must
be equal to or greater than the -design wind speed
calculated in accordance.with the applicable Code.
643 When the wall construction includes a combustible
water -resistive barrier and Is required°to be of Type.], II, Ili,,
or IV construction, use of the siding_ products Is limited to a
maximum 40 feet in height Above gradeplane except
under the 2018 [2015) IBC where data has been presented
to the building official demonstrating -compliance with the
Exception to Section 1402.5 [1403.5].
Intertek
Vfsaw 6Arl111201'
Page, 2 of 22
6:4 The Nich(Productsf" siding products are produced
under a quality control program. with inspections by
IntertekTesting 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"" Fiber
Cement Siding Products" on the Inteirtek Direttory 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. Mari. as shown below, -an'd. the: Code Co',mpliance
Research Report number (CCRR-0259).
CODE
COMPLIANCE.
(a.
Intertek
CCRR•02SU
10 OTHER -CODES
9.1 California Building Code
9.1.1 Scope of Evaluation:
The NichiProducts'm 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 CBE Section
707A.3
130 Derry Court • Yor4k Pennsylvania •�17406
0
.atr
PCA.101
on
Code Compliance Research Report
9.1.2 Conclusion:
The siding: products, described in Sections 2.0 through 7.0
of this report, comply with "the 2016 and 2013 California
Building Code, subject to the conditions noted in Section
6.0.of this report.: Section numbers' for. the CBC — Building.
and Residential correspond to the 2015 IBC and IRC section
numbers.
9.2 Florida Building Code -.
9.2.1 Scope of Evaluation:
The NichiProducts"' siding products were evaluated for
compliance with the 2017 and 2014 Florida Building
Coyle — Building, Florida Building: Code - Residential
and Florida Building Code — Energy Conservation.
9:2.2 Conclusion:
The siding products described in Sections 2.0 through
7.0 of this report, comply with the 2017 and 2014
Florida Building Code — Building, .Florida Building Code
— Residential and Florida Building Code — Energy, subject
to the following conditions:
This Code Campliante Research Report ("Report') is for the exclusive use of i
its Zlient. Intert0es responsibility and liabllity:are limited to.the terms and_ ci
to the Client in accordance with the agreement, for any loss, expense or dan
copying or distribution of this Report and then only in its entirety, and the C
understands -that reliance upon the Report. is limited to the representations
the subject and/or product described herein. This Repodis not the Intertek
and this Report does not represent, authorization for the..use of any Intertekc
advertisement of the tested material, product or:service must first be approvr
a
Intertek
Page 13 of 22
• Use of thesiding product for compliance with the High -
Velocity Hurricane Zone provisions•of the 2017 end 2014
Florida Building Code _ Building :and .the Florida] Building
Code —Residential has -,not beers evaluated, and is outside
the scope of this Research Report.
• Section numbers for the FBC — Building and Residential
correspond to fhe2015 IBC:and IRC section numbers.
• Intertek is: a quality assurance entity approved by the
Florida Building Commission.
10.0 CODE COMPLIANCE RESEARCH REPORT USE
10.1 Approval of building products and/or materials can
only be granted bya building official having legal authority
In the specific jurisdiction where approval is sought.
10.2 Code Compliance Research Reports shall not be used
in any manner that implies an endorsement of the product
by Intertek.
10.3 Reference -to the httos://bodire6tory.intertek.com Is
recommended to ascertain -the current version artd status
of this report.
tek's Client and is provided pursuant tothe agreement between Intertek.and
ions of the•agreement. Intertek assumes no liability to any patty, other than
occasioned by the use of this Report. Only the Client Is authorized to permit
shall not use.the Report in a -misleading manner. client further agrees and
a therein, The Report is not an•endorsement or recommendation for use of
ng Report covering the subject product and utilized for.lntertek Certification
cation marks. Any use of the.lntertek name or`one of its marks for'the sale or
writing by Intertek.
t`
130 Derry Court • York • Pennsylvania • 17406
AMMAV7
intertek.com/building
P..CA.101
vpr vun ri April 2017
ton Code Compliance Research Report
TABLE 1 — PROPERTIES EVALUATED
Page �4•of 22
2018 and
2018 and
2017 and
2017 and 2014
2016 and 2613 CBC
PROPERTY
2015 IBC
2075 IRC
2014 FBC -
FBC — Residential
SECTION'
SECTION'
Building
Physical properties
Y
1403.10
1404.:10
R
03.10
1404.10
R703.10
1404i10
Surface burning characteristics
1403.10
1404.10
R
t7 03.10
1404.10
R703.10
1404.10
Noncombustibility
703.5
INA
703.6
NA
202, 703.5
Wind resistance
1404.16
1405.16
R703.16
1405.16
703.1.2
1.4051.16
Weather resistance.
1403.2
1404.2
R703.2
1404.2
R703.2
1404.2
1 Section numbers may be different for earlier versions of the International and Florida Codes.
TABLE 2 — NICHIHA SIDING DESCRIPTION _
Produc me
Nominal
111icknes (in
S di p me s n
ended Use
Description
Width: 5,25.6.25 7.5,
Nieh Soa d " pia ak
5t16
and 2 inehe
Lap Sidi
Smo tii or Cr elar
finish
en. [h. 2 feet
Cedar, Smooth,
l
4 feet by 8 feet
NichiPanelTm sheets
5/16
4 feet; by 10 feet
Panel siding
Stucco and
Grooved- 8-161tl oo-
4 fee by 12 feet
Cedar finish
NichiStraightTm and
16 inches wide by 4 foot
Designed to look like
NlchiStaggeredTm lap
5116
long
Lap panel siding
individual cedar
panels
shakes!
Width: 6.26,
8.25 and'12
Designed to look -like
NiehiShakew cladding
5/16
inches
Lap shingle siding
individual cedar
Lengtli:18
inches
shakes
olV
Code Compliance Research Report
Page,5 of 22
TM 01.n411.4,7
Siding Type
Siding Fastener°
FacelBlind
Effective Fastener
Frame/
Horizontal
(in)
I
,
Field
(in)
Framing
Type
Allowa to
Design
Pressure
(pst)°
Building
Height
(ff)
SCE 7-05 Basic
Ind Sneed
SCE7-10
Ultimate,
Exp B
Exp C
Exp D
Exp B
Exp C
,
Exp D
5.25" 16.25"
NichlBaard"'
6d Double HD MAZE Coil
Nail
Face
16
5.25/6.25
SPF
40.5
15
143
130'
118
1 185
168,
153
20
143
126.1
115
1 185
163,
149
26
143
124
1131
185
160
145
30
143
121
111
1 185
156
144
40
138 1
118
109
178
162
140
60
133 1
115
106
172
.148
137
60
130 1
113
105
168
146
135
DF
.76.5
15
170 1
162
147
210
209
190
20
1701
167
144
210
203
165
25
170
164
141
210
199
182
30
170
151
139
210
196
179
40
170
146
135
210
189
174
50
166
143
132
210
184
171
60-
162
140
130
209
181
168
24
5.251.25
SPF
-33.0
15
117
1 108-
97
161
137
126
20
117
1 103
94
161
133
122
25
117
101
93
161
130
119
30
117
99
91
151
128
117
40
112
96
1 89
145
924
114
60
109
94
1 87
.141.
121
112
60
106
92
.86
137
119
110
DF
-51.0
15
.146
.132
120
188.
171
165
20
148
128
117
188
166
151
25
146
126
115
188
162
149
30'
146
123
113
188
159
146
40
140
119
'110
180
164
142
50
135
117
108
1 175
151
140'
60
132
116
108
171
148.
137
9.26" 10,25"
NlohiBoardY"I
6d Double HD MAZE Coil
Nail
911nd
16
25/6,25
SPF
-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
1 121
40
116
99
92
-150
128
1 118.
50
112-
97
90
145
1251
116
60
110
95
88
142.
123
114
24
5.2516,25.
PF
-23.4
15
-99
9
—
127
116
20
09
87
—
127
112
—
26
99
85
127
110
—
30
99
—
—
127
108
—
40.
95
—
122
—
50
92
—
118
—
60
90
-r
rile
-
ton, Code Compliance Research Report
1,4,7
Page 6-of 22
Siding Type
Siding Fastener°
Face/Blind
Effective Fastener
& acin
Allowable
Design,
Pressuro 5 °
Bullding
Height..
(ft) % :
ASCE 7-06 Basic
Mllnd'S eed (MPH?
ASCE T•10 Ultimate
Wind S' eed MP HVI
FrameiHorizontai
(in)
Field In
l
Framing Te
YP
Ex B
Exp C I
Exp D
Exp B
ExP C
Exp D
5.26" 16-26"
NichiBoardTO
Double:HD MAZE
Asphalt &
Fiberglass Shingle
Neil
Blind
12
.2.5/625
7/16"
OSB
41.0
16
" 130
1181
106
160
153
139
20
130
1151
105
168
',.149
136
25
130
113
.103
168
1 145
133
.30
130
110
101
168
142
131
40
125
107
09
162
' 138
128
50
121
105
97
157
135
125
60 1
118
103
05
153
! 1331
123
16
5.25/6.25
7/16"
OSB
-30.7
15
113
103
93
140
:132
120
20
113'
100
91'
146'
1129
117
25
113-
98
89
' 146
.120
115
30
113
"06
88
1d6
1123
113
40
108
03
OB
140
1120
111
50
105
91
—
136
'1`17
108
60
103
89
132
1115
107
SPF
-66.1
15
153
139
128'
197
1'179
103
20 . ',
153
135-1
123
197
174,_
159
25
163
132 1
121
197
1 170 :
156
30
153
129
119
197
167
153
40
147-
125A
116
189
} 162
149
60
142
122 1
113
183
1 158
146
60
139
120
112
179
i155
144
24
.25/6.25
7/16"
OSB
-20.5
16
9
119
1 108
20
_
92
119
1105
—
25
92
—
119
—
—
30
92
—
—
110
—
40
89
114
I —
60 .
86
111
—
60
108
,
PF
-37.4
15
125
113'
103
1 161
1 146
133
20
126
110
100
161
1142-
130
26
125
108
99 _
161
1 139
127
30
125'
105
97
161
1136
125
40 .
120
102
94
154 '
1 132
122
50
116
100
93
•150
''129
.119
60
113.
98 .
91
140
1 127
118
5.25"18.25"
Nichftard'm
erosmith
Fastening
Systems,
ersaPin
Fe
16
256.25
20 GA
Steel
136.3
15
170
:-170
170'
210
1 210
210
20
170
170
170
210
1 210
210
25
170
170
170
_
210
1: 210
210
30
170
170
170
210
1 210
210
40
.170
170
170
210
1.210
210
50
170
170
'.170
210
1 210
210
60
170
.170
170
210
! 210.
210
24
5.25/6,25
0 GA
Steel
-90.9
15
170
170
160
210
! 210
207
20
170
170
156
210
! 210
202
..25
170
168
164
210
210
198
30
170
164
161
210
210
195
40
170.
169'
147
210
206
190
60
170
156
144.'
210
201
186
60
170
`163.
142
210
197
183
Blind
16
.25/6.25
0 GA
Steel
-27.6
15
107,
':97'.
88
138
125
114
20
107
:94
80
138
122
111
25
107
92
138
119
109
30
107
90
—
138
117
107
40 .
103
88
—
132
113
50
99
86
128
111:.
—
60
87
125
109
a
Intertek
130 Derry Court - York - Pennsylvania -17406
ucsimrbra
PCA-101
Varsron. Cr April 2017
on -
Code Compliance Research Report
1;4.7
Page 7 of 22
Siding Typo
Siding' Fasteners
FacelBlind
Effective Fastener
S pacing
ramin
�Typoil
Allowable
Design
Building
Height_
. ASCE 7.05 Basic
S Z
ASCE.7-10 Ultimate
Wi S
FramelHorizontat
Field (in)
tint
Exv C
Ex `D
Ex B
Ex C
Exv D
7.26"
NlchiBoard''O
6d Double HD
MAZE Coil Nall..
Face
16
7.26
SPF
42.7
15
-1331
121
110
1721156
�152
142
20
133
117
107
172
138
25
133
115
105
172
148
136
30
133
113
103
172
145
134
40
128
109
101
165
141
130
50
124
107
99
160
138
128
60
121
1t15
97
156
135
126
DF
-60.0
5
166
1�
13G
10
19
6
20
166
146
133
210
188
172
25
160
143
131
210
184
169
30
166
40
129
210
181
166
40
169
136
125
205
175
162
60
154'
133
123
199
171
159
60
160
130
121
194
168,
156
24
7.25
SPF
-28.4
15
109
.99
90
140
127
16
20.
109
96
.. '88
140
124
113
25
109
94
86
140
121
111
30
109
92
—
140
919
109
40
104
89
135
115
106
60
101
87
130
112
—
60
99
86-
—
127.
110
—
DF
-44.0
15
135-:
123
111
175
158
1441
20
.135.'
119
109
175
164
140
25
135
117
107
175
161
138
30
135
114
105
175
147
136
40
130
111
102
167
143
132
50
126
108
100
162
140
130
fi0
923
1t)6
99
• 158
-137
128
Blind
16
7.26
SPF
-26.1
15
104
95
•.86
135
122.
111
20 -
`-104
92 •
—
135
119
- 108
25.
104
90
--
135
116
106
30.
104
88.
—
135
114
—
t40 «.
100
65
129
110
—
60
97 ,
—
125
108
—
60
95..
—
122
106
—
on
Code Compliance Research Report
TIN alan1-11,4,7
Page 8 of 22
Siding Typo
Siding Fastener6
FacelBlind
Effective Fastener
Spacing.
Allowable
'Design
Pressure°
Bullding
.Heiptit.
R
ASCE T06 Basic
°
ASCE 7.10 Ultimate
nineed PH
Frame/Horizontal
On)
Field In .
)
Framing
I Ts'pe
EX6 8
EkriCjEkp
D
Ex B
Exp G
Exp D
chIS.Rd
Double HD MAZE
&
Fiberglass Shingle
9
Nail
Blind
12
.25
7'16"
3B
-35.3
is
121
110
1 100
56
142
9
20
.121
` 107.
1 .98'
156
138
126
25
121
105-..
96
156
135
124
30
:.121
102
94
156
132
122
40
116
99
92
1 150
128
1 118
60
113
97
90
1 145
125
116
60
110
96
89
1 142'
123
114
16
725
PF
-32.8
15
'117
108
96
1 15137
124
20
117
103
94
151
133
121
_
25
117
101
92
151
130
'
119Asphalt
30
-117
Gig
91
151
127
117
40
112
96
88
145
124
114
60
.109
94
87
140
121
112
60
106
92
85
137
119
110
24
7.25
SPF
-25.2
1S
• 102
93 1
—
132
120 1
109
20
102
90
132
117
106
25
102
88
132
114
—
30
102
87
132
112
40
98
127
108
60
96
-
123
108
-120
"CS d I 'i • M ' -G
11
arch irs9 a
Na
c
1ti
7-2
R�'s1•IMr1>t
rr�
mot.
,
�trni
tl
avC
�_
Fgiv
141
'�wr�a
lill'
t
k 30
An
151
145
127
124
117
114,
195
187
164
160
161
.147
50 •
'140
121
.112
181
166
144
60
137
110
'110
177
153.
1q2
on,
Code Compliance Research Report
1,4,7
Page 9 of 22
Siding Typo
SidingFastenee
FacelBlind
Effective Fastener
S ocin
�raming
o
I Type
Allo a
ble
Des
Building
Hbi ht
ft
;. ASCE 7.06 Basic
z
ASCE 7.10 Ultimate
FramelHorizonta
in)
Field 1n
( )
Ex 13
Ex60
Ex D-
Ex B
Ex C
Ex In
7,26"
NichiBoard74
Aemnft
Fastening
Bysten�s.
VemnPin
Face
16
7.26
20 GA
Steel
117.6
1
-170
1
17
1 I
2 0
10
20
170
170
. 170
21D;
210
210
25
170
170-
170
2101
210
210
30
170
`170
170
210!
21D
21D
40
170
170
167
2101
210
210
60
170
170
164
210 �
21D
210
.60
170
170
162
2101
210
20.1
24
7.25
20 GA
Steel
78.3
6
70
164
149
1 2101
210
192
.20
170
169
146
2101
205
188
26
170
_
Me
143
210,
201
184
-30-
170
162
140
210 i
107
181
40
170
148
137
__MO
191
176
50
168
145
134
2101
187
173
60
184
142
1
132
2101
183
170
8.29,
NichiSeardw
Bd Double HD
MAZE Cog Nall
Face
16
8.25
SPF
7.5
15
126
113
1, 103
161!,
.146
133
20
125
110-1
1001
161
142
130
25
125
108
99
161.
139
127
30
125
105
97
161,
136
125
40
120
102
05
155 i
132
122
60
116
100
93
150
120
120
60
113
98
91
146
127
118
DF
58.0
6
15'
1
28
200.
182
165
20.
165
137
125
200
177
161
25
155
134
123
200
173
158
30
156
131
121
200
169
166
40
149
127
118
192 :
164
152
50
144
124
.115
86
161
140
60
141
122
113
182
168
146
24
$.25
PF
-26.0
�
20
102
90
_�
132';
116
106
26
102
Be
132
114
30
102
86
32 !
111
q0
08
12aI
108
60
95
122'
105
60
92
—
119
DF
-38.0
1
2.Z
P107
104
64
8
.139
20
127
102
164
144
132
25
127
i00
164.
141
129
30
127
08
164 '
138
127
40
-122
104
06
167
134
124
60
118
102
04
52
131
121
60
115
100'
• 93
148'
129
120
Vol . I
Code Compliance Research Report CCRR-0258 Page 10 of 22
Siding Type
Siding
Fastener'
FacelBlind
Effective Fast nor
Snaclnq
Allows
ble
Des
Building
Height
ft '
ASCE 7,05 Basic
:
ASCE 7-10 Ultimate
FramelHoriZOnta
in
Field On)
Framing
Type
Eit 'B'
Ex 6 C I
HXD D
Exv B f
Exp C
E.p D
8.25"
NichiBoardTp°
Double HD
MAZE Asphalt &
Fiberglass
hingie Nall
Blind
12
0.25
OSB
.29.6
6
1
1
91
143
130
118
20
111
98 '
89
143.1
126
115
25
111
96
d87
143 '
123
113
30
111
94'
86
143 i
121.
111
4050
106
01
137
117
108
103
89.
133
114
106
60
1D0
87
13D i
112
—
16
8 25
I
PF
-23.7
5
1 06
20
87
1
128 .
113
25.
---Do
90.
-Be
128
110
—
30
99
—
128
108
40
95
123
1 105
50
02
110
—
60
90
116
—
'Double HD
MAZE Asphalt &Blind
Fiberglass
Shingle Nail
16
8.26
YP
-43.0
5
1
110
173',
5'
4
18''
108
173
152
139
115
908
173
149
136
113
104
173
148
134
=551
110
101
166'
142
131
107
99
160
138
128105
98
157,
138
126
to Code Compliance Research Report
TM 1131.n411c4,7
Page 11 of 22
Siding Type
Siding Fastonor6
Face/Blind
Effective Fastener
S acin
Fr
Typia g
Allowable
Design a
Pressure s
Building
Holght
M:
ASCE 7-05 Basic
Wind S eed MPH 2
ASGE 7-10 Ultimate
Wind S oed MPH'
FramelHorizonta
(in)
Field On)
Exp B.
Exp C1
Exp D
Exp BI
Exp C
Exp D
835"
NichiBoardT"
Aerosmith
Fastening
Systems.
VersaPin
Face
16
8.26
211 GA
Seel
-1013
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
q0
170
170
157
210
210
203
50
170
166
164
210
210
199
60
170
•. 163
161
210
210
195
24
8.26
Ske
A
-68.8
• 16
169
153
139
210
198
180
20
169
1491
136
210
193 1
176
25
l69
148
134
210
188
173
30
169
143
131
210
185
170
40
102
139
128
210
179
165
50
167
138
126
203
176
162
60
153
133
124
198
172
160
9.26"
NlchlBoardTm
6d Double HD
MAZE Call Nail
Face-
le
9.25
SPF
-33.4
16
118
107
97
162
138
126
20
118
104
05
162
134
122
25
118
'102
93
152
131
120
30
118
100
1 92
152
129
118
40
113
.97
1 89
146
125
115
50
110
04
88
141'
122
113
60
107
03
86
138
120
111
D
-51.7
15
.147
133
121
189
172
1 166
20
147.,
129
118
.189
1671
152
25
147
126
116
189
163
1 160
30
147
124
114
189
160
1 147
40
141
120
111
182
155
1 143
60
136
117
109
176
152
1 140
60
133
115
107
172
149
1 138
2b:
9.25
SPF
-22.3
19
96
87
—
113
1 —
20
96
_124
124
1.10
25'
96
124
107
1—
30
06
—
_
—
124
—
40*
92
119
5o
89
115
60
87
113
DF
II4
-34.9
16
20'
109
99
54
140
127
20
120
106
96
154
136
124
25
120
103
96
164
. 133
122
30
120
101
03
164
131
120
40.
116
96
. 91
148
127
117
50
111
g6 •
89
144..
124
118
60
100
•.94
87
140
122
113
9.2V'
NichiBoardT"
Double HD MAZE
Asphalt &
Fiberglass Shingle .
Nail
Blind
12
9.26
/16"
SB
•23.6
ib
99
00
127
116
105
20
99
87
127
112
25
90 .
86
—
127
110
30
99
—
—
127
108
—
40
95
722
50
92
118
60
90
116
130 Derry Court • York � Pennsylvania • 1740.6
Intertek
urcrmru
PCA-101
VvrSion 6 April 201
n Code Compliance Research Report
TM 10I.n1t11,4,7
Page 12- of 22
Siding Type
Siding Fastener°
Face/Blind
Effective Fastener
S acin
F g
Type
�'
Allowable
Design
Pressuro.(psf)®
Building
Height 9
(ft)
ASCE 7-05 Basic
Wind S eed MPH z
ASCE 7-10 Ultimate
Wiod Snead (MPH)'
Frame/Horizontal()
(in)
Field in
Expb
Exp,Cj
Expi
Exp
. Exp
Expo
25"
NlchiBoardTM
emsmith
Fastening
Systems,
ersaPin
Face
16
9.25
t9el
-92.1
16 .
170.
170
-161
210
210
1 208
20
170
= 157
210
210
203
25
169
165
210
210
200
30
165
162
210
210
190
40
160
148
210
207
191
60
157
145
210
202 .
188
60
154
143
.210
199
185
24
9.25
0 GA
teal
61.4
16
1160
146
32
206
187.
170
20
141
129
200
182
166
25,
138
126
206
178
163
30
135
.124
206
174
160
40
131'
121
198
169
166
60
'128.
'119
192
165
16360'
126
117
187
162
151
(n Code Compliance Research Report
1,4,7
Page 13.of 22
Siding Type
Siding -Fastener'
Face/Blind
Effective Fastener
S acin
FType 0
Allowable .BuildingVCF,7�.5Basic
Design
Pressure s
HelgFit
4111 --"�
MPH
ASCE 7.10 Ultimate
Wind S ued MPH s(in)
Frame/Horizontal
Field (In).
Ex D
Exp B
Ezp C
Exp D
12" NiahiBoerilTM
d Douhle H.D
MAZE Coil Nall
Face
12
SPF
-25.8
15
85
134
121
110
20
—
134
118
108
134
115
106
30
—
134
113
—
A0
99
128
110N13
'60
.96
124
107..60-
94
121
10516
DF
-39.8
16 ..129
'117R914
168
151
.20
129
113
166
147
26
129'
111
166
143
30
129
109
166
140
40
123
106
169
136
126
.60.
120
103
154
133
123
60 •.
117
101
151
131
121
24
12
SPF
-17.2
76
151
20
109
—
26
'109
—
30
—
—
109
40
—
50
—
60"
—
—
DF
-26.6
16
12L
96
87
136'
123
112'
20
105
_
93
"13
120
109
25 :
105
91
136w
117
107
30
105
89
136
116
105
40
101
66
130
111
50
"98
126
109
60
96'
123
.:107
1-
12" NiehiBoard*"
Aerosmith
Fastening
Systems,
VemnPin
Face
16
12
20 GA
Steen
-71.0
15
170
. 186,
1 142
210
201•1
183
20
170
151
1 138
210
!196
179
26..
.170
148
1 136
210
191
175
30
-170
145
133
210
i187
172
40
165
141
130
210
182
168
50
160
138
128
206
'178
165
60
166'
135-
126
- 201
1175
162
24
12
20
teal
GA
-47.3
15
140
127
116
- 181
164
140
20
140
124
113
161
160
146
25
140
121
111
—181
'166
143
30
140 •
119
109
181
i 153
141
40.
-135
1w 115
.106
174
149
137
60
130
1 112
104
168
145
134
60..
127
110..
'103
164
'142
132
Notes.
1. N1chiRoardTM fiber cement lap siding may only be Installed on vertical walls. Fasts
Installation. Where necessary, pra-drilled holes.may be used in combination with ham
2. ASCE 7.05 Basic Wind Speeds are based upon occupancy category 11, a wind dire
equal, to 41.0.18, and an wdemal pressure coefficient (GCp) equal to 4A. The efech
has boon Ilmlled to 170mph.
3. ASCE 7.10UI11male Wlnd'Speeds are based upon a wind diroctionantyfactor (I(d)
and an external pressure coefficient (GCp) equal to AA. The effects ofaopogmphlc 11
to 210mDh.
4. The values In this table are based on testing per ASTM E330 and represent the all
the corresponding wind speed. .
3. Faslaner specifications for those used in testing are outlined in Table 7 of this Intor
to detemune the actfoplability, olailemall" fasteners. '
6. Allowable design is assums in iughlighled caps bow been adlusted based on the IJ
7. Framing and bracing are beyond the scope of this evelua0on report.
8. Allowable design pressures for assemblies described in this table are applicable to
Remset TE Socks power actuated fasteners (]CC -ES ESR-1799). Minimum fastener
of the wall.
a
Intenek
are must be Installed In a way that does not damage the board during
nailed fasteners to avoid damage to the fiber cement product.
Jonality factor (M) equal to 0.66, an Internal pressure- coefficient (GCpI)
of topographic features have hot been considered and the wind speed
just to 0.85, an Internal .pressure cooffielent .(GCpl) equal to 4/40.18,
hares have not been consldered and tho wind speed has been limited
able capacity of the siding to resist mo wind pressures associated with
CCRR. These. spociffcallons may be used by the dosignei of record
allowable withdrawal capacity of the tested fastener.
NichlBoard Plank attached to ASTM C00 fully -grouted CMU block wall using ITW
iedment is 1 inch; fasteners must be placed a minimum of 5.1 inches from the edge
130 Derry Court • York 9 Pennsylvania • 17406
Nf'.�ftiir[r
PCA-101
vo von: 6 Aptil 2017
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(on Code Compliance Research Report LCRR-0258 Page 16 of 22
1
Panel Fastener'
Fastener
Spacing
Framing
Type
Framing
Spacing
All
Pressure
Design
a
(psQ
Building
Height'
ft
ASCE 7-05 Basic
Y
S o
Ezp B Exp C I ExpD
ASCE 7-10 Uttlmate
S
Exp B Exp C Exp D
Perimeter
JIn)
Field (in)
8d Masonite Siding
Nails
4
4
SPF
Lumber
16"o.c.
-119.8
15
170:
170
170
210
210
210
20
17.0
170
170.
210
210
210
25
170
170
170
210
210
210
30
170
170
, 170
210
210
210
40
170
170
169
.210
210
210.
50 ..
170
170
166
210
1 210
210
60
170
.170
163
210
210
210
24"o.c.
-79.9
15
170"•
165
150-
210
210
194
20 .
170
16_,L
147
210
207
189
25
170
157
144
210,
203
180
30
170
154
142
210
199
183
40
1 170
149
1 138
: 210
193
178
50
1-169.1
146
1 135
1 210
188
175
60
1 465 1
143
1 133
210
1 185
172
(ri Code Compliance Research Report
Table 4 - Continued
WanelTM Sheetl''4.7
Page 17 of 22
s
Panel Fastener
Fasteners
Perimeter
(in)
ncin
Field (in)
Framing
Typo
Framing
Spacing
Ailo
Pr ssure
I
able Desi n
g
(psf)
Building
Height,
(ft) ;
ASC M Basic
irid Speed (MPH)'
ASCE 7-10 Ultimate
Wind Speed (MPH)'
Exp`B
Exp C
Exp D
Exp B
Exp;C
Exp D
Grabber#8 Fiat
Wafer Head Screws
6
12
SPF
Lumber
16"o.c,
-55.9
IS
'1152
1
JZ
1071
162
20
162
134
123
197
171
158
26,
162
131
120
107
170•.
156
30
152
129
118
197
166
153
40.
146
126
116
180
161
149
60
142
122
113
183
158
146
60
138,
120
111
179
155
144
24"o.C.
-37.3
M
42A.
110_
100 1
161
142
129
25 .
1241
.107 .
98 1
161'
139
127
30
124
105
97
161
136
125
40
119
102
94
154
132
122
50
116
100
92
140
120
11fl
60
113
98
91
146
126
.117
20 GA
Steel
16"O.C•
-48 6
r
20
.142
125
114
183
102
148
25
142
123
112
183
158
145
30
142
120
110
183
155
142
40
36.
116
108
76
15D 1
139
50
132
114..
105
170
147 1
130
60
120
. 112
104
166
.144
134
24"o.c.
-32.4
Iola-
IF
20._.
116
102
93
150
132
121
25
116.
100
02
150
129
118
30
116•
98
90
150
127
116
40
111
95
88
1 144
123
113
50
108
93
88
139
120
11
60
105'I
136
118
109
Grabber#8 Flat
Wa(er Head screws
8
$
SPF
Lumber
16"o.C,
83.8
20
176
150
210
210
194
25
170147
210
208
19D
30
170
145
210
204
187
40
.17D''141
210
108
182
SQ
170
13
210
193
179
60
169
447,
.136
210
190
176 .
24'O.c.
-55.9
20
162
1 134
123
1 197
173
1 168
25
162
1 131
120
1 107
170
166
30
152
1 129
118
1 197
166
153
40
148
1 125
115
1 189-
161
149
60
142
1 122
113
183
158
146
60
-138
1 120
111
179
165
144
20 GA
Steel
16"O.C,
-72.6
r
20
170
1 153
140
210
198
181
25
170
150
137
210
194
177
30
170
147
135
210
190
174
4D
1
4
132
10
84
D
-50'
162
139'
129
209
180
167
60
-168
137'•
127
204
177
164
24"O.C,
I
�48.6
20
142
125
114
183-
162
148
26
142 .
123
112
183
158
45
30
142
120
110
183
155
142
D
130
11
1D6'
176
150
139
5D
132
114
105
170
1 147 .
136
60
1?9
112
104
166
144
134
a
Intertek
VPrtion, 6 Aorll 2017
130 Derry Court • York • Pennsylvania • 17406
KCLfU7iL
gib..
PCA-101
On
Code Compliance Research Report
.4,7
Page 18 of 22
s
Panel. Fastener
Fas ener
S cin
Framing
Spacing
Allowable Dosign
a
or ssure (psf)
Building
H49'ht
(g)
.ASCE 7-05 Basic
,;. s
Wind Speed (MPH)
Exp;B Exp C Exp D
ASCE 7-1 Itimate
Wind Speed (MPHj
Exp B Exp C Exp D
Perimeter
(in)
Field. In
( )
Framing
Type
Grabber#8 Flat
Water Head Screws
6
SPF
Lumber
16"o.c.
-
111:8
is
20-
'170 .
170
• 170
210
210
210
26
•-170
1 0
170
' 210
210
?. 0
80
170
170
167
210
210
210
40
170
170
163
210
210
210
50
170
170
.160
210
210
1 207
60 .
.170
170
158
210
210
1 203
24"o.c.
-74.5
r
20--
•170
155;
142
210
:200
183
25
170
152
1391
210
19080
30
170
149
1371
210
192
176
40
-169
144
1331-210
186
172
50
164
.141
131
1 210
182
169
60
; -160 '.
al—
138
129.1
206
179
166
20 GA
Steel
16"o.o.
-97.0
15
170.
170
166
16
20
170
170
162
210
210
209
25
.170
170
159
210
210
1 205
30
170
170
156
210
210
201
40
.170
165
152
210
210
196
60
170
161
149
210
208
192
60 ..170
158'
147
.210.
204
189-
24"o.c.
-64.6
15_AM
14q:
20
w164'
145
_132_
210
187
170
25
164
141
130
210
83
6
30
164
138
127
210
179
164
.40
157
134
124
203
174
160
50
52
13
122.
97
70
5
•60 -
449
1 129
12
192
167
.155
Grabber#$ Flat16
Wafer Head Screws .
4
4
SPF21ngin
Lumber
136.0
20
170
170
: 170.
210
10
2 0
25
170
170
.170
10
210
10
:30
170
170
170
210
210
210
0
170
170
-170'
10
210
10
'50
170
170
1 170
210•
210
210
60
J70'
170•
• 170
210
210
210
24o.c.
I
-90.6
2' 0
170
170
- 166
210
210
202
25
170
167 1
163.
210
210
198
0
170.
1694
.15.1.
210
10
195
40
70
159
147•
.210
206
190
50
170
156
•144
210
201
186
60
170
153
142
210
197
183
20 GA
Steel
16"o.c.
1 6.0
20
1170
170
: 170 1
210
210
210
25
.170
70
170 1
210
210
210
30
170 1
170
' 170
- 210
210
210
40
170
170
170
11 210
210
210
50
170
170"
170
210
210
210
60..;
'170
170 .
170 •
210
210
210
24"o.c.
I
-90.6
15
20
70'
170
• 166
.210
210
202
25
-170'
167
:153
-210
210.1198
3d
170
164
151'
'210
210
195
0
159
147
210
206
:190
51.
0
15
144
210
201
166
6170
153
142
210
197
183
a
Intertek
Very,on- 6 April 2017
130 Derry Court • York • Pennsylvania * 17406
ton Code Compliance Research Report
.4.7
Page 19 of 22
Panel Fasteners
Aerosmith Fastening
Systems; VersaPin
Fastener
S acin
Framing
Type
20 GA.
Steel
Framing
Spacing
16"o.c.
AlloWable'Design
I s
Pressure (psf)
-29.3
Building
H@ighf'
ft
15
; •ASCE 7-05 Basic
x
i' P
ASCE 7.10 Ultimato
i o MPH
Perimeter
(in)
6
Field (in)
12
Ez ' B I
'110 I
Exp C
100"
EXV D
91
Ex B
142
Exp C
129
Exp D
117
20 ..
.110,1
97
89
142
126
115
25
-1:10
95
87
142
123
113
40
106
90
—
137
117
108
50
102,
88
132
114
106
60
_100
87
129
112
—
Aerosmith Fastening
Systems, VersaPin
8
8
20 GA
Steel
16"o.c.
-43.9
•15 '
'135 ,
'123
111
174
168
144
20 •.
.135
11.9
109
174
154
140
25
-136
117'-
107
174
150
138
135
130
111
102
167
143
132
126
108
100.
162
140
129
f
123
106
99
158
137
127
Aerosmith Fastening
Systems, VersaPin
6
6
steeA
16"o.c.
-58.5
-156
141
'129
201
183
166
120,
156
137
126'
201
178
162
156
135
123
201
174
159
30,,
156
132
121
201
170
156
150
128
118
193165
152
.
,145
125 '
116
1 187
161
149
60
141-
123
114
1 183
158
147
Aerosmith Fastening
Systems, VersaPin
4
4
20 GA
Steel
16"o.c.
I �87,9
15
470
170
158
1 210
210
203
.20
170
169,
164
1 210
210
199
25 ,
170
165
151
210
1 210
1 195
30
170.
1111
141
210
208
192
40
170�
157 .
145
210
202
187
50
170
153
142
210
198
183
60.
..170 r
150 .
140
.210
194
180
24"o.c.
I
-35.6
I
15
122'
110
1 100
167
143
129
20...:122
107
98
1 157
139
126
25
122.
.105
96
157
136
124
30
122
103
95
167
133
122
40
117
100.
92
151
129
119
60
113
98
90
146
126
117
60
110
96
1 89
143
124
115
Notes: I
1: NichiPanel"' filler cement flat sheet siding may only be installed on vertical wall
damage the board during Installation. Where necessary, pre -drilled holes may be Il
damage to the fiber cement product.
2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category II, a wind d
equal to
+h0A8, and an external pressure coofficlent (GCp) equal to -1.4. The effects of tol
limited to
Mtn
3..AS02 7.10 Ultimate Wind Speeds are based upon a wind, dlrecllonality factor (i
and an external pressure coefficient (GOp) equal to -1.4. Tho effects of topogrephi
to The values
d, Thr ASTM E330 and resent the
es in this table oro based on tasting per re p
associated with the corresponding:wind speed.
S. Fastener speciffcatlons for those. used in testing are outlined In Table 7 of this in
designer of record to determine the acceptability of alternative fasteners.
6. Allowable design pressures In highlighted cells have been adjusted based on thi
7. Framing and bracing are beyond the scope of this evaluation report,
8. Allowable design pressures for assemblies described in this table are applicable
using. ITW RemaetTE Series power actuated fasteners (IMES ESR-1799). Minin
6.1 Inches from the edge ofthe'wail.
Fasteners must be Installed in a way that does not
i in combination with hand -nailed fasteners to avoid
factor (Kd) equal to 0.86, an Internal pressure coefficient (Gcpi)
iatures have not been considered and the wind speed has been
to 0.85, an internal pressure coefficient (Gcpi) equal to +1-0.18,
i have not been considered and the wind speed has been limited
capacity of the siding to resist the wind pressures
CCRR These speciilcations may be used by the
listed allowable withdrawal capacity of the tested fastener.
the NichlPanel attached to ASTM C90 fully -grouted CMU block wall
i fastener embedment is 1 inch; fasteners must be placed a minimum of
130 Derry Court • York • P Iannsylvania • 17406
a
intertek.com/buildinf;
)ntertdk I PCA-101
lipi vofv 6 April 2017
ton Code Compliance Research Report
Page 20 of 22
A7
Siding Typo
Siding Fastener'
Face/Blind
Effectivo Fasteners acin
I
Allowable
Design
Pressure s °
Building
Height.,
ft '
SC 7.05 Bastc
ind S sari MPH
S E 7.10 Ultimate
Ind S sod MPH 7
Frame/Horizontal
(in)
Field in
( )
T Framing
Exp B
JFxp C'
Exp D
Exp B,
Exp C
JExp D
NichlStraightT°/
NichiStaggeredT"
6d Double HD
MAZE Coil Nail
Blind
12
8.625
7/16'
OSB
I
-23.5
15
99
90
1281
116
105
20
99
87
_
128
113
—
25
99
85
128
110
—
30
99
—
—
128.-
108
—
40
95
1
50
92
_
_
11919
—
60
90
116
—
—
16
8.625
SPF
-35.9
15
F 122
111
101
158'
143
130
20
122
108
98
158
139
127
25
122
1 105
96
158
136
125
30
122
1 103
95
158
133
122
40
117
1 100
92
151
129
119
50
113
98
91
146
120
117
60
111
"06
1 89
143'
124
116
24
8.623
SPF
-23.9
1s
100
90
129
117
106
20
100
88-
120
"113
—
25
100
86
—
129
111
30
100
—
120
109
—
40
96
123
106
—
50
93
120
1 —
60
90.
—
-
NichiStralght"11
NichiStaggeredT"
6d Mn Shank
Double HD MAZE
Coil ��
Blind
12
3.625
7/16"
OSB
_24.9
15
102
92
119
108
20
102
90
110
106
25
102
88
—
M26
113
30
102
86
111
40
98
106
50
95
105
—
60"
92
119
—
Nieh!Stralghtr"/
NichiStaggeredT"
8-18 Waf r Head
ROCK -ON
Screws
Blind
24
B.625
20 GA
Steel
I
-49.6
15
144
130
118
185 1
168
153
•20
144
127
1.16
185 1
163
149
25
144
124
114
185 1
160
147
130:11
144
121
112
185
157
144
40
138
1,18
109
178
152
140
50
133
115
107.
172
149
138
60
130
113 1
105
168
146
136
1, NichiStralght'"!NichiStaggeredT" Lap Panel fiber cement siding may only be in;
Ina way that does not damage the board during installation. Where necessary, pre-c
nailed fasteners to avoid damage to the fiber cement product. I
2, ASCE 7-05 Basic Wind Speeds are based upon occupancy category II; a wind dire
equal to +/-018, and an external pressure coefficient (GCp) equal to -1.4. The effect
has been limited to 170mph,
3. ASCE 7.10 Ultimate Wind Sppends are based upon a wind directionality factor (Kd)
and an external pressum.coefNcienl (GCp) equal to-1.4. The effects of topographic I
to 210mph.
4, The values in this table are based on testing per ASTM E330 and represent the all
associated with the corresponding wind speed,
S. Fastener specifications for thoso usod in testing are outlined in Table 7 or this Inter
designer of record to"determine the acceptability of oltomabvo fasteners,
6. Allowable design pressures In highlighted cells have been adjusted based on the 0
7. Framing and bracing am beyond the scope of this evaluation report,
8, Allowable design pressures for assomblies described in this table era applicable to
grouted CMU block wall, using iTW f2amsetTE Series poworactuated fasteners (ICC-
be placed a minimum of 8.1 Inches from the edge of the wall.
a
Inlidrtek
Wrtiiori: 6 April 2017
I on vertical walls. Fasteners must be installed
holes may be used in combination with hand-
tionality factor (Kd) equal to 0.85, an internal pressure coefficient (Gcpi)
of topographic features have not been considered and the wind speed
qual to 0.85, an internal pressure coefficient (Gcpi) equal to +/-0.1 a,
atures have not been considered and the wind speed has been limited
vable capacity of the siding to resist the wind pressures
ik CCRR. These specifications -may be used by the
ed allowable withdrawal capacity of the tasted fastener,
to NlchiStmIght/NlchiStaggered lap panels attached to ASTM C90 fully-
S ESR-1799). Minimum fastener embedment Is 1 Inch; fasteners must
130 Derry Court • York • Pennsylvania • 17406
ursrauu
PCA4a1
Otr� Code Compliance Research Report
Page 21 of 22
1,4,7
Siding
Fasteners
Fasteners er
6.1/4"
idth
Shake
8-114" 12" Width
idth
sheathing
typo
Allowable
Desi n Pressure
g o
Buildinfl
Height (ft)
ASCE -05 Basic
pH12
A5CE 7-10 Itimato
dEW!
Ex B
Ex C
Ex D
Exn B
Ez C
Ex D
d Double HD
MAZE Coil Nail
2
2
3
/16' OSB
I
-30.6
I
1.
60
102
1 891
132
1 115
106
1. NichiShakeTM fiber -cement shingle siding may only be installed on vertical walls. Fasteners must be Installed ins way that does not
damage the board during installation. Where necessary, pre=drilled holes may be used In combination with hand-nailedfasteners to
avoid damage to the fiber cement product.
2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category 11, a wiJdirectionailty factor (Kd) equal to 0.85, an Internal pressure coefficient
(GCpI) equal
to +1- 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 dlreclionaiity 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 toblo are based on tasting per ASTM E330 and represent thelallowsble capacity of the siding to resist the wind
pressures associated with the corresponding wind speed.
5. Fastener specifications for those used in testing are ouuined.in Table 7 of Us lnl ertek CCRR. These specifications may be used by the
designer of record to determine the acceptability of allemative fasteners.
6. Allowable design pressures in highlighted Cells have been adjusted based on th I'listed allowable withdrawal capacity of the tested fastener.
7. Framing and,bracing are beyond the scope of this evaluation report.
a
Intertek
Vervun- 6 Auril 2017
130 Derry Co
• 17406
El
AGtId IIV
PCA-1a1
on� Code Compliance Research Report
Table-7 -Specifications of Tested Fasteners
Page 22 of 22
Siding Fastener
Length
(in)
Head
Diameter
(in)
Shank
Diameter
(in)
2 3
Materi�r '
g
Siding Type
Minimum
Fastener
penetration into
Material in
Fastener
Withdrawal
value (ibs)
Nigh] anel7m
1
NichiBoardTr" Face
13/8
34.4
NichiBoardTM(Blind)'171/
42.2
SPF
NichiSttalghtT'"/
NichiSta eredTm
a/e
34.4
6d Double HD MAZE Coil
Nail
2
0.237
0.099
DF
NichiBoardTM (FaceL
53.1
NichiBoardTM Blind
11t! n
65.2
7/le" OSB
NichiStraightT'"/
NichiSta Bred""
7/1e
16.9
e OSB
NichlShakeTM
/16
16.9
2-5
0.236
0.097
SPF
NichiBoardTM Face
1 r1
45.9
NichiBoardT'" Blind
2'/,0
53.6
SPF
NichiFrontierT"" Face
ill.
29,8
NichiFrontierTM Blind
19/
41.4
7/18' OSB
NichiStraightTm/
NichiStaggeredTM
7/10
17.9
6d Ring Shank Double HD
MAZE Coil Nall
2
0.233
0.105
SYP
NlchiFrontierT" Face
11/n,
46.1
NichiFrontierTM Blind
1 l;e
64.0
8d_ asonl a SidindNalls
1 2.5
0.313
0.118 .
SPF I
NlchiPanelTm
2'/ a
65,2-
S
i.NichiBoardT"A'(Face)
11/0
36.5
t3ou le 1ID AAA A5 Halt
lbt�r lass >tsingte Mail
1 7�
0 ' 6
12
-
�i`itNlciii8oardT' i3iind 1
i�tc i' liE3oarci F3lind
iZl'!'�
00=07
t415 4
j
[
71-te'OSB
NichlBoaMT'" Face
21.3
N1chiSoard7l" Blind
'/,n
21.3
Double HD Grlp Rite
2.5
0.383
0.125
TSPF w/
/ OSB
NichiFrontierTM Face
1 /
51,3
NiehiFrantterTM Blind
2 /,n
66.1
1.75
0,362
0.125._
7/lgu OSB
Nich1Front1erTA° Face
'/,
21.3
Roofing Nail
NichiFrontierTM Blind
918
21.3
Grabber#8 Flat Wafer
Uand 6
1.625 .
0,406
0.166
SPF
NichiPanelTm
1
85
20 GA Steel
I Nlch)PaneITTM
88.3'
Aerosmith Fastening
1.5
0.301
0.106
20 GA Steel
I Nic iPanelTm
04.7
I NichiBoardTM" Face
94.7
Systems, VersaPin7
I NichlBoardn" ffigaL
-
94.7
1.376
0.251
0.107
20 GA Steel
1 NichiPanelul
94.7
#8-16 Wafer Head ROCK-
ON 1M 8
Screws
1.625
0,396
0.162120NlchiStraf
GA Steel
I N(ch(Front(erT^' Face
95
I NichiFrontierTM' Blind
I ghtTM /
-
95.0
NtchiSta eredT"'
-
95.0
erosmith Fastening
Systems, SurePine
1.25
0.300
0.145
COBlockte
I NichiBoardTM (Face)
3/4
233.1
2
0.300
0.145
Concrete
Block
NichiBoardTM Blind .
11./
233.8
NichiStraightTm/
NichtSta eredTM'
1 %
233.8
I. SPF (Spruce-Plno-Fir) taming material Is assumed to have a Specific Gravity or 0A2
2, DF (Douglas Fir) framing material is assumed to have a Specific Gravity of 0.5 or gre,
3, OSS sheathing material is assumed to have a Specific Gravity of 0.5 or greater. Whe
studs, a Specific Gravityof0.42 shall be assumed for the entho fastener penetration do;
4. GYP (Southern Yellow Pine) framing material is assumed to have a Specific Gravity of
S. Altomative fasteners must moat the minimum head and shank diamolers listed In Tab
determined by the design professional of record In accordance with the requirements of
S. Fastener pull-out capacity based on manufacturer (Grabber construction Products, In
7. Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety tech
8. Fastener pull-out capacity. based on 1TW Buildex and OGnois Tool Works, inc. Product
9, Fastener pullout capacity based on PEI Product Report PER-07021 and a safety fach
a
130 Derry Court • York • Per_ intertek.com/h
Intertek
vPr•,,nrr 6 April 2017
fasteners are installed through 0S8sheathing into SPF
,5 or greater.
8. The required length and withdrawal capacity shall be
ble 3.4. S. 0, and 7 of this Intertek CCRR.
technical data sheet and a safety factor of 3.
02722 and a.safely factor of 3.
-1°
ania • 17406 IMIAg u�rurym
PCA-101