333 5th ST ACC21-0054 revision CCRR-0258 2-2-22 rim rn
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
i
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:ACC21-0054
Revision to Issued Permit OR El Corrections to Comments Date:2-2-22
Project Address:333 5th Street
Contractor/Contact Name:Paul West
Contact Phone:904-626-9090 Email:paulwestl @comcast.net
Description of Proposed Revision/Corrections:
Unable to open siding installation instructions or unable to stamp/manipulate file. Resubmitting installation instructions
(Paul West affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
ONo ❑Yes (additional s.f.to be added:
• ill proposed revision/corrections add additional increase in building value to original submittal?
"No D*Yes (additional increase in buildin al e: )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
intertek Code Compliance Research Report
Total Quality.Assured. CCRR-0258
Issue Date: 10-31-2016
Revision Date: 06-28-2019
Renewal Date: 10-31-2019
DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V
Section:07 45 00—Fiber-reinforced Cementitious Panels construction.
Use on walls required to be of fire-resistance-rated
REPORT HOLDER: construction.
Nichiha USA Inc.
6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE
Johns Creek,Georgia 30097
www.nichiha.com The NichiProducts'" siding products recognized in this report
comply with the Codes listed in Section 1.1,for the properties
REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when
NichiProducts`" Fiber-Cement Siding Products installed as described in this report, including the Conditions
of Use stated in Section 6.
1.0 SCOPE OF EVALUATION
1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION
following Codes:
3.1 NichiProducts'" Fiber Cement SidingProducts:
2018, 2015,and 2012 International Building Code'(IBC)
2018, 2015,and 2012 International Residential Code' The siding products are used for lap and panel siding. A
(IRC) description of the siding products, their dimensions and
2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2.
Residential (FRC) (including HVHZ) (see Section 9)
2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS
and Residential (CRC) (see Section 9)
4.1 Physical Properties: The siding products comply with
NOTE: This report references 2018 Code sections. Section ASTM C1186, Type A, Grade II, in accordance with IBC
numbers in earlier editions may be different. Section 1403.10 [1404.10) and IRC Section R703.10.
1.2 The NichiProducts"" siding products described in this 4.2 Wind Resistance: The maximum allowable wind
report have been evaluated for the following properties(see pressure for each of the siding products is described in
Table 1): Tables 3,4, 5 and 6.
Physical properties
Wind resistance 4.3 Surface Burning Characteristics: The siding products
Surface burning characteristics have a flame spread index of 0 and a smoke-developed index
Noncombustibility of 0, when tested in accordance with ASTM E84.
Weather protection
Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are
noncombustible building construction materials complying
1.3 The NichiProducts'"' siding products have been with IBC Section 703.5 as determined by testing in
evaluated for the following uses (see Table 1): accordance with ASTM E136.
Use as an exterior wall covering in accordance with IBC
Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in
Use on exterior walls in Types I, 11, 111, and IV construction accordance with Section 5.2 of this report.
® .u"
130 Derry Court • York • Pennsylvania • 17406
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Intertek
Code Compliance Research Report CCRR-0258 Page 2 of 25
4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts'" siding products are produced
rated construction is outside the scope of this report. under a quality control program with inspections by Intertek
Testing Services NA, Inc.
5.0 INSTALLATION
7.0 SUPPORTING EVIDENCE
5.1 General:
The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186,ASTM
USA Inc., published installation instructions, the applicable E84,ASTM E136, and ASTM E330.
Code, and this Research Report. A copy of the
7.2 Data in accordance with the ICC-ES Acceptance Criteria
manufacturer's instructions must be available on the jobsite for Fiber Cement Siding Used as Exterior Wall Siding(AC90),
during installation.
dated June 2012 (editorially revised September 2015).
5.2 Application:
7.3 Intertek Listing Report "Nichiha NichiProductsTM Fiber
Under the IBC, the siding products must be installed over a Cement Siding Products" on the Intertek Directory of
water-resistive barrier complying with Sections 1403.2 Building Products.
[1404.2] and 1402.5 [1403.5] and must be attached as
described for the specific assembly in Tables 3,4,5,6,7,and 7.4 Documentation of an Intertek approved quality control
8. system for the manufacturing of products recognized in this
report.
Under the IRC, the siding products must be installed over a
water-resistive barrier complying with Section R703.2. Lap 8.0 IDENTIFICATION
siding and panel siding may be installed as described in Table
R703.3(1), for areas in which the design pressure does not The NichiProducts' siding products are identified with the
exceed 30 pounds per square foot and the mean roof height Nichiha USA Inc., name, and address, the product name, the
does not exceed the limits in Table R703.3.1,or as described Intertek Mark as shown below, and the Code Compliance
in Tables 3 through 6. For conditions that exceed these Research Report number(CCRR-0258).
limits,the panels must be installed as described in Table 9.
CODE
COMPLIANCE
6.0 CONDITIONS OF USE
6.1 Installation must comply with this Research Report,the00)
manufacturer's published installation instructions, and the
applicable Code. In the event of a conflict, this report
governs. Intertek
(FRR 0:Sn
6.2 When allowable wind speed is determined in
accordance with Table 3,the allowable wind speed must be
equal to or greater than the design wind speed calculated in 9.0 OTHER CODES
accordance with the applicable Code. 9.1 California Building Code
6.3 When the wall construction includes a combustible 9.1.1 Scope of Evaluation:
water-resistive barrier and is required to be of Type I, II, III,
or IV construction, use of the siding products is limited to a The NichiProducts'" siding products were evaluated for
maximum 40 feet in height above grade plane except under compliance with the 2016 and 2013 California Building Code,
the 2018 [2015] IBC where data has been presented to the including Chapter 7A. The siding products are
building official demonstrating compliance with the noncombustible materials as defined in CBC Section 202 and
Exception to Section 1402.5 [1403.5]. as permitted for use on exterior walls in CBC Section 707A.3.
130 Derry Court • York • Pennsylvania • 17406
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Intertek
Code Compliance Research Report CCRR-0258 Page 3 of 25
9.1.2 Conclusion: Attachment of NichiProducts for compliance with the
The siding products,described in Sections 2.0 through 7.0 of High Velocity Hurricane Zone (HVHZ) provisions of the
this report, comply with the 2016 and 2013 California 2017 Florida Building Code — Building and the Florida
Building Code,subject to the conditions noted in Section 6.0 Building Code—Residential is described in Table 8 of this
of this report. Section numbers for the CBC — Building and report.
Residential correspond to the 2015 IBC and IRC section In HVHZ applications, the NichiProducts siding must be
numbers. installed over CBS construction or 5/8 in. (5-Ply) plywood
supported by 2 by studs or 2 by 6,No. 18 gage metal studs,
9.2 Florida Building Code spaced at 16 inches on center.
Section numbers for the FBC — Building and Residential
9.2.1 Scope of Evaluation: correspond to the 2015 IBC and IRC section numbers.
Intertek is a Florida State Product Evaluation Entity.
The NichiProducts"" siding products were evaluated for
compliance with the 2017 and 2014 Florida Building Code
— Building, Florida Building Code — Residential and 10.0 CODE COMPLIANCE RESEARCH REPORT USE
Florida Building Code — Energy Conservation.
10.1 Approval of building products and/or materials can
9.2.2 Conclusion: only be granted by a building official having legal authority
in the specific jurisdiction where approval is sought.
The siding products described in Sections 2.0 through
7.0 of this report, comply with the 2017 and 2014 10.2 Code Compliance Research Reports shall not be used
Florida Building Code — Building, Florida Building Code — in any manner that implies an endorsement of the product
Residential and Florida Building Code—Energy, subject to by Intertek.
the following conditions:
• Use of the NichiProducts Siding in Types I, II, Ill or IV 10.3 Reference to the https://bpdirectory.intertek.com is
construction, is as permitted in Florida Building Code — recommended to ascertain the current version and status of
Building, Section 1406.2.1. this report.
This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and
its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to
the Client in accordance with the agreement,for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit
copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and
understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the
subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and
this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or
advertisement of the tested material,product or service must first be approved in writing by Intertek.
130 Derry Court • York • Pennsylvania • 17406
intertek.com/building
Intertek pcA,D,
el Code Compliance Research Report CCRR-0258 Page 4 of 25
TABLE 1—PROPERTIES EVALUATED
2018 and 2015 2018 and 2015 2017 and 2017 and 2014 FBC— 2016 and 2013 CBC
PROPERTY IBC SECTION1 IRC SECTION1
2014 FBC- Residential
Building
Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10
[1404.10]
1403.10
Surface burning characteristics [1404.10] R703.10 1404.10 R703.10 1404.10
Noncombustibility 703.5 NA 703.5 NA 202,703.5
Wind resistance 1404.16 R703.16 1405.16 703.1.2 1405.16
[1405.16]
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
Product Name Nominal Thickness Siding Dimensions Intended Use Description
(in.)
Width:5.25,6.25,7.25,8.25,
NichiBoard'"plank 5/16 9.25 and 12 inches Lap siding Smooth or Cedar
Length:12 feet finish
4 feet by 8 feet Cedar,Smooth,Stucco
NichiPanel'"sheets 5/16 4 feet by 10 feet Panel siding and Grooved-8-in.-
4 feet by 12 feet oc-Cedar finish
NichiStraight'"'and Designed to look like
NichiStaggered'lap panels 5/16 16 inches wide by 4 foot long Lap panel siding individual cedar
shakes
Width:6.25,8.25 and 12 Designed to look like
NichiShake""cladding 5/16 inches Lap shingle siding individual cedar
Length: 18 inches shakes
12,16 inches wide by 12 feet Vented or Nonvented;
NichiSoffit'" 1/4 long; Soffit Smooth or Cedar
24,48 inches wide by 8 feet
long finish
130 Derry Court• York • Pennsylvania • 17406 IliZ
intertek.com/building -Intertek
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Code Compliance Research Report CCRR-0258 Page 7 of 25
Table 3 -Continued (NichiBoard'" Plank)1'4'7
Effective Fastener Spacing Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate
5 Frame/Horizontal Framing Design Building Wind Speed(MPHR Wind Speed�MPH)3
Siding Type Siding Fastener Face/BlindHei ht(ft)
(in) Field(in) Type Pressure(psf)6 g Exp B Exp C Exp D Exp B Exp C Exp D
15 133 121 110 172 156 142
20 133 117 107 172 152 138
25 133 115 105 172 148 136
SPF -42.7 30 133 113 103 172 145 134
40 128 109 101 165 141 130
50 124 107 99 160 138 128
16 725 60 121 105 97 156 135 126
15 166 150 136 210 194 176
20 166 146 133 210 188 172
25 166 143 131 210 184 169
DF 30 166 140 129 210 181 166
-66.0
40 159 136 125 205 175 162
50 154 133 123 199 171 159
Face 60 150 130 121 194 168 156
15 109 99 90 140 127 116
20 109 96 88 140 124 113
7.25"NichiBoard'" 6d Double HD 25 109 94 86 140 121 111
SPF 30 109 92 -- 140 119 109
MAZE Coil Nail -28,4
40 104 89 -- 135 115 106
50 101 87 -- 130 112 --
24 7.25 60 99 86 -- 127 110 --
15 135 123 111 175 158 144
20 135 119 109 175 154 140
25 135 117 107 17S 151 138
DI -44.0 30 135 114 105 175 147 136
40 130 111 102 167 143 132
50 126 108 100 162 140 130
60 123 106 99 158 137 128
15 104 95 86 135 122 111
20 104 92 -- 135 119 108
25 104 90 -- 135 116 106
Blina 16 7.25 SIP t -26.1 30 104 88 -- 135 114 --
40 100 85 -- 129 110 --
50 97 -' -- 125 108 --
60 95 -- -- 122 106 --
15 170 170 155 210 210 200
MAZE 8d nail—2-1/2 20 170 166 151 210 210 195
inches long,0.279- 25 170 162 148 210 209 191
Face 16 7 25 SPF -85
inch dia.head,0.123- 30 170 159 146 210 205 188
inch dia.shank 40 170 154 142 210 199 184
50 170 150 140 210 194 180
60 170 147 137 210 190 177
OD
130 Derry Court • York • Pennsylvania • 17406
—__ intertek.com/building
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Code Compliance Research Report CCRR-0258 Page 9 of 25
Table 3-Continued (NichiBoard'"" Plank)14.7
Effective Fastener Spacing Allowa ASCE 7-05 Basic ASCE 7-10 Ultimate
Framing ble Building
5 Frame/Horizontal Wind Speed(MPH)2
Wind Speed(MPH)3
Siding Type Siding Fastener Face/Blind Field(in) Type Desi Height(ft)
(in) Exp B Exp C Exp D Exp B Exp C Exp D
15 170 170 170 210 210 210
20 170 170 170 210 , 210 210
25 170 , 170 170 210 210 210
30 170 170 170 210 210 210
20 GA 40 170 170 167 210 210 210
16 7.25 Steel -117.5
50 170 170 164 210 , 210 210
60 170 170 162 210 210 209
Aerosmith 15 170 164 149 210 210 192
Fastening 20 170 159 145 210 , 205 188,
7.25" 25 170 156 143 210 201 184
Systems, Face
NichiBoard'" 30 170 152 140 210 197 181
Versa Pin 20 GA 40 170 148 137 210 191 176
24 7.25 Steel -78.3
50 168 145 134 210 , 187 173
60 164 142 132 210 183 170
15 125 113 103 161 146 133
20 125 110 100 161 142 130
25 125 108 99 161 139 127
30 125 105 97 161 136 125
SPF 37.5 40 120 102 95 155 , 132 122
50 116 100 93 150 129 120
60 113 98 91 146 127 118
15 155 141 128 200 182 165
20 155 137 125 200 , 177 161
25 155 134 123 200 173 158
16 8.25 30 155 131 121 200 169 156
40 149 127 118 192 164 152
DF -58.0
50 144 124 115 186 161 149
60 141 122 113 182 158 146
15 102 92 -- 132 119 108
20 102 90 -- 132 116 106
25 102 88 -- 132 114 --
30 102 86 -- 132 111 --
SPF -25.0 40 98 -- -- 126 108 --
6d Double HD 50 95 -- -- 122 105 --
MAZE Coil Nail Face 60 92 -- -- 119 -- --
15 127 115 104 164 148 135
8.25" 20 127 112 102 164 144 132
NichiBoardTM 24 8.25 25 127 109 100 164 141 129
30 127 107 98 164 138 127
DF -38.6 40 122 104 96 157 134 124
50 118 102 94 152 131 121
60 115 100 93 148 129 120
15 170 170 155 210 210 200
MAZE 8d nail-2-
20 170 166 151 210 210 195
1/2 inches long,
0.279-inch dia. Face 16 8.25 -85
25 170 162 148 210 209 191
head,0.123-inch 30 170 159 146 210 205 188
dia.shank 40 170 154 142 210 _ 199 184
50 170 150 140 210 194 180
60 170 147 137 210 190 177
OD130 Derry Court • York • Pennsylvania • 17406
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Intertek _ ,
Code Compliance Research Report CCRR-0258 Page 10 of 25
Table 3 -Continued (NichiBoard'' Plank)1'47
Effective Fastener Spacing Allowa
ble ASCE 7-05 Basic ASCE 7-10 Ultimate
Building
Type5 Face Frame/Horizontal Framing Desi Wind Speed(MPH)2 Wind Speed(MPH)3
Siding Siding Fastener /Blind (in) Field(In) Type gn Height(ft)r
Pressure Exp B Exp C Exp D Exp B Exp C Exp D
15 111 100 91 143 130 118
20 111 98 89 143 126 115
25 111 96 87 143 123 113
30 111 94 86 143 121 111
40 _ 106 91 -- 137 117 108
50 103 89 -- 133 114 106
Double HD MAZE 7/16'
Asphalt& 12 8 25 OSB -29.5
Fiberglass Shingle 60 100 87 -- 130 112 --
Nail
15 138 126 114 178 162 147
MAZE R-104,1- Blind
3/4"long,0.326 20 138 122 111 178 157 143
in.dia.head, 25 138 119 109 178 154 141
0.144 in.dia. 30 138 117 107 178 151 139
shank 16 6-_ SPF -46 40 133 113 105 171 146 135
50 128 111 103 166 143 132
8.25" 60 125 108 101 162 140 130
NithiBoard'" 15 170 170 170 210 210 210
20 170 170 167 210 210 210
25 170 170 164 210 210 210
20 C. 30 170 170 161 210 210 208
16 8 25 Stec -103.3 40 170 170 157 210 210 203
50 170 166 154 210 210 199
60 170 163 151 210 210 195
Aerosmith 15 169 153 139 210 198 180
Fastening 20 169 149 136 210 193 176
Systems,VersaPin Face 25 169 146 134 210 188 173
20 GP- 30 169 143 131 210 185 170
24 8.25 Steel -68.8 40 _ 162 139 128 210 179 165
50 157 136 126 203 175 162
60 153 133 124 198 172 160
qi) 130 Derry Court • York • Pennsylvania • 17406
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Le Code Compliance Research Report CCRR-0258 Page 13 of 25
Table 3 -Continued (NichiBoard'a Plank►1.4,7
Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate
S Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3
Siding Type Siding Fastener Face/Blind Field(in) Type
(in) Pressure(psf)6 (ft) Exp B Exp C Exp D Exp B Exp C Exp D
15 103 94 85 134 121 110
20 103 91 -- 134 118 108
25 103 89 -- 134 115 106
30 103 87 -- 134 113 --
SPF 25 g 40 99 -- -- 128 110 --
50 96 -- -- 124 107 --
60 94 -- -- 121 105 --
15 129 117 106 166 151 137
20 129 113 104 166 147 134
25 129 111 102 166 143 131
16 12 30 129 109 100 166 140 129
DI 39 g 40 123 106 97 159 136 126
50 120 103 96 154 133 123
60 117 101 94 151 131 121
15 -- -- -- 109 -- --
20 -- -- -- 109 -- --
25 -- -- -- 109 -- --
30 -- -- -- 109 -- --
40 -- -- -- -- -- --
SPF -172
6d Double HD 50
12"NichiBoard^' MAZE Coil Nail Face 60 -- -- -- -- -- --
15 105 95 87 136 123 112
20 105 93 -- 136 120 109
25 105 91 -- 136 117 107
24 12 30 105 89 -- 136 115 105
DF 26 6 40 101 86 -- 130 111 --
50 98 -- -- 126 109 --
60 95 -- -- 123 107 --
15 170 156 142 210 201 183
20 170 151 138 210 196 179
25 170 148 136 210 191 175
30 170 145 133 210 187 172
20 GA 40 165 141 130 210 182 168
16 12 Stec, -71.0
50 160 138 128 206 178 165
60 156 135 126 201 175 162
Aerosmith 15 140 127 116 181 164 149
Fastening 20 140 124 113 181 160 146
25140 121 111 181 156 143
12"NichiBoard'" Systems, Face -
30 140 119 109 181 153 141
Versa Pin 20 GA 40 135 115 106 174 149 137
24 12 Steel -47.3
50 130 112 104 168 145 134
60 127 110 103 164 142 132
Notes
1.NichiBoard'"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(KM 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 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient (GCpi)equal to 4/-0.18,and
an external pressure coefficient (GCp)equal to-1.4 Under ASCE 7-16,the wind speeds are based on Ce"1.0.The effects of topographic features have not been considered
and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the
corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine
the acceptability of alternative fasteners.
6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7.Framing and bracing are beyond the scope of this evaluation report.
8.Allowable design pressures for assemblies described in this table may be applied where the NichiBoard Plank is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE
Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall.
130 Derry Court • York • Pennsylvania • 17406 111::
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Intertek PCA-101
,0.,
Code Compliance Research Report CCRR-0258 Page 14 of 25
Table 4- Design Loads for Negative Transverse Wind Load (NichiPanelr"Sheet)1,4'7
Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate
Framing Framing Allowable Design Z
S Perimeter Height Wind Speed(MPH) Wind Speed(MPH)3
Panel Fastener Field(in) Type Spacing Pressure(psf)
(in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D
15 109 99 90 141 128 116
20 109 96 88 141 124 113
25 109 94 86 141 122 111
30 109 92 -- 141 119 109
6d Double HD MAZE Coil
SPF Lumber 40 105 90 -- 135 116 107
Nail 6 12 16"o.c. -28.7
50 101 87 -- 131 113 --
60 99 86 -- 128 111 --
15 134 121 110 173 157 142
20 134 118 108 173 152 139
25 134 115 106 173 149 136
30 134 113 104 173 146 134
16oc 430 40 128 110 101 166 142 131
50 124 107 99 160 138 128
60 121 105 98 157 136 126
15 112 102 93 145 132 120
20 112 99 91 145 128 117
6d Double HD MAZE Coil 25 112 97 89 145 125 115
8 �,, SPF Lumber
Nail 30 112 95 87 145 123 113
40 108 92 85 139 119 110
24'o.c- -30.4
50 105 90 -- 135 116 108
60 102 88 -- 132 114 106
15 170 160 146 210 207 188
20 170 156 142 210 201 183
25 170 152 139 210 196 180
MAZE CEM-6 nail:2 in. 30 170 149 137 210 192 177
long,0.278 in.head,.119 40 169 145 134 210 187 173
in.shank 16-o.c __ 50 164 141 131 210 182 169
60 160 139 129 206 179 167
15 130 118 107 168 152 138
20 130 115 105 168 148 135
6 6 SPF Lumber 25 130 112 103 168 145 133
30 130 110 101 168 142 130
40 125 107 98 161 138 127
24"o.c. -40.6
50 121 104 96 156 134 125
60 118 102 95 152 132 123
15 170 170 156 210 210 201
20 170 167 152 210 210 196
25 170 163 149 210 210 193
30 170 160 147 210 206 189
40 170 155 143 210 200 185
16 ,.c -95 9
50 170 151 140 210 195 181
60 170 149 138 210 192 178
15 159 14-4 131 205 186 169
20 159 140 128 205 181 165
6d Double HD MAZE Coil 25 159 137 126 205 177 162
4 4 SPF Lumber
Nail 30 159 134 124 205 174 159
40 153 130 120 197 168 156
24 i -90 9
50 148 127 118 191 165 152
60 144 125 116 186 162 150
® ..,,a;
130 Derry Court • York • Pennsylvania • 17406
intertek.com/building
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0 Code Compliance Research Report CCRR-0258 Page 19 of 25
Table 4-Continued (NichiPanel'"Sheet)1,43
Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate
Framing Framing Allowable Design 2 3
S Perimeter g g Height Wind Speed(MPH) Wind Speed(MPH)
Panel Fastener (in) Field(in) Type Spacing Pressure(psf)6
(ft) Exp B Exp C Exp D Exp B Exp C Exp D
15 110 100 91 142 129 117
20 110 97 89 142 126 115
25 110 95 87142 123 113
Aerosmith Fastening 30 110 93 86 1 142 120 111
20 GA 40 106 90 -- 137 117 108
Systems,VersaPin 6 12 Steel 16 0: -293 -
SO 102 88 -- 132 114 106
60 100 87 -- 129 112 --
15 135 123 111 174 158 144
20 135 119 109 174 154 140
25 135 117 107 174 150 138
Aerosmith Fastening 30 135 114 105 174 147 135
20 GA 40 130 111 102 167 143 132
Systems,VersaPin 8 8 Steel 16"o.c -439
50 126 108 100 162 140 129
60 123 106 99 158 137 127
15 156 141 129 201 183 166
20 156 137 126 201 178 162
25 156 135 123 201 174 159
Aerosmith Fastening 30 156 132 121 201 170 156
20 GA 40 150 128 118 193 165 152
Systems,VersaPin 6 6 Steel 16'0, -58.5
50 145 125 116 187 161 149
60 141 123 114 183 158 147
15 170 170 158 210 210 203
20 170 169 154 210 210 199
25 170 165 151 210 210 195
30 170 161 148210 208 192
lba; _87 40 170 157 145 . 210 202 187
50 170 153 142 210 198 183
60 170 150 140 210 194 180
15 122 110 100 157 143 129
20 122 107 98 157 139 126
Aerosmith Fastening 20 GA 25 122 105 96 157 136 124
Systems,VersaPin 4. 4 Steel 30 122 103 95 157 133 122
24"o.c. 35.6 40 117 100 92 151 129 119
50 113 98 90 146 126 117
60 110 96 89 143 124 115
Notes:
1.NichiPanel^'fiber cement flat sheet siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the
board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber
cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to
170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+1-0.18,
and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR. These specifications may be used by the designer of record
to determine the acceptability of alternative fasteners.
6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7.Framing and bracing are beyond the scope of this evaluation report.
8.Allowable design pressures for assemblies described in this table may be applied where the NichiPanel is attached to ASTM C90 fully-grouted CMU block wall using ITW
Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of
the wall.
11) 130 Derry Court • York • Pennsylvania • 17406 ItZ
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ie
Code Compliance Research Report CCRR-0258 Page 20 of 25
Table 5-Design Loads for Negative Transverse Wind Load (NichiStraight.M/NichiStaggered'"' Lap Panel) "4"7
Effective Fastener Spacing Allowable Building ASCE 7-0S Basic ASCE 7-10 Ultimate
Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3
Siding Type Siding Fasteners Face/Blind Field(in) Type T
(in) Pressure(psf)6 (ft) Exp 8 Exp C Exp D Expl3 Exp C Exp D
15 99 90 -- 128 116 105
20 99 87 -- 128 113 --
25 99 85 -- 128 110 --
30 99 -- -- 128 108 —
7/16" 40 95 -- -- 122 -- --
12 8.625 OSB -23.5
50 92 -- -- 119 -- --
60 90 -- -- 116 -- --
15 122 111 101 158 143 130
20 122 108 98 158 139 127
25 122 105 96 158 136 125
30 122 103 95 158 133 122
Blind 40 117 100 92 151 129 119
16 8.625 SPF -35.9
SO 113 98 91 146 126 117
60 111 96 89 143 124 115
6d Double HD MAZE 15 100 90 -- 129 117 106
Coil Nail 20 100 88 -- 129 113 --
25 100 86 -- 129 111 --
NichiStraight'"/ 30 100 -- -- 129 109 --
NichiStaggered'" 24 8.625 SPF -23.9 40 96 -- -- 123 106 --
SO 93 -- -- 120 -- --
60 90 -- -- 117 -- --
15 170 155 141 210 200 181
20 170 150 137 210 194 177
MAZE 8d nail: 2-1/2
25 170 147 134 210 189 174
in.long,0.279 in.dia.
head,0.123 in.dia. Blind 16 8 625 SPS -70 30 170 144 132 210 186 171
shank 40 164 140 129 210 180 167
50 158 136 127 205 176 163
60 154 134 125 199 173 161
15 144 130 118 185 168 153
20 144 127 116 185 163 149
25 144 124 114 185 160 147
tt8-18 Wafer Head BhnC 30 144 121 112 185 157 144
NichiStraight'"/ 20 GA 40 138 118 109 178 152 140
NichiStaggered'" ROCK-ON'"Screws 24 8.625 Steel -49 6
50 133 115 107 172 149 138
60 130 113 105 168 146 136
Notes:
1.NichiStraight^'/NichiStaggered'"Lap Panel fiber cement siding may only be installed on vertical walls.Fasteners must be installed in a way that
does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid
damage to the fiber cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category 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.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been
considered and the wind speed has been limited to 170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18,
and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0. The effects of topographic features have not been
considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to
determine the acceptability of alternative fasteners.
6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7.Framing and bracing are beyond the scope of this evaluation report.
8.Allowable design pressures for assemblies described in this table may be applied where the NichiStraight/NichiStaggered lap panels are attached to ASTM C90 fully-
grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a
minimum of 5.1 inches from the edge of the wall.
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PCA-101
Code Compliance Research Report CCRR-0258 Page 21 of 25
Table 6-Design Loads for Negative Transverse Wind Load (NichiShak&M Shingles)1,4,7
Fasteners per Shake Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate
Siding 6-1/4" 8-1/4" Sheathing Design Pressure Building Wind Speed(MPH)2 Wind Speed(MPH)3
Fastner Width Width 12"Width Type losfl6 Height(ft) Exp B Exp C Exp D Exp B Exp C Exp D
15 113 102 93 146 132 120
20 113 99 91 146 128 117
25 113 97 89 146 126 115
6d Double HD MAZE 30 113 95 88 146 123 113
2 2 3 7/16'OSB -30.6 40 108 93 85 140 119 110
Coil Nail50 105 90 -- 135 117 108
60 102 89 -- 132 115 106
Notes:
1.NichiShake'"fiber-cement shingle siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the
board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber
cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0. The effects of topographic features have not been
considered and the wind speed has been limited to 170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)
equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4. Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of
topographic features have not been considered and the wind speed has been limited to 210mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures
associated with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of
record to determine the acceptability of alternative fasteners.
6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7.Framing and bracing are beyond the scope of this evaluation report.
111) 130 Derry Court • York • Pennsylvania • 17406
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Le
Code Compliance Research Report CCRR-0258 Page 22 of 25
Table 7—Design Loads for Negative Transverse Wind Load (NichiSoffit'")
ASCE 7-10 Ultimate
ASCE 7-05 Basic
Allowable Building Wind Speed(MPH)'
Fastener Framing Wind Speed(MPH)'
Framing Type Design Height
Spacing(in.) Spacing(in.)
Pressure(psf) (ft)
Exp B Exp C Exp D Exp B Exp C Exp D
15 170 169 154 210 210 199
1-3/4-in.-long Maze
20 170 165 150 210 210 194
double hot dipped 12
Wood,2 x 4, 25 170 161 147 210 208 190
galvanized ring- 8 min.specific -84.4 30
P170 158 145 210 204 187
shank nails(0.125- Max.16-inch-
in.shank dia.,0.365- gravity 0.42 wide panels 40 170 153 141 210 198 182
50 170 149 138 210 193 179
in.head dia.)
60 169 147 136 210 190 176
15 170 155 141 210 200 181
20 170 150 137 210 194 177
MAZE CEM-6 nail:2 16
n.long,0.278 in. Wood,2 x 4, 25 170 147 134 210 189 174
i6 mm.specific -70 30 170 144 132 210 186 171
dia.head,0.119 in. Max.24-inch-
gravity 0.42 40 164 140 129 210 180 167
dia.shank wide panels
50 158 136 127 205 176 163
60 154 134 125 199 173 161
1-1/2-in.-long 4d 15 124 113 103 161 146 132
hot dipped 24
20 124 110 100 161 142 129
galvanized ring- Wood,2 x 4
8 25
124 107 98 161 139 127
shank nails(0.120- min.specific -37.6
Max.16-inch- 30 124 105 97 161 136 125
in.shank dia.,0.219- gravity 0.42
wide panels 40 119 102 94 154 132 122
in.head dia.)
50 116 100 92 149 129 119
60 113 98 91 146 126 117
15 -- -- 109 -
6d lap siding nails 24 20 - 109 --
Wood,2x4,min.
(0.12-in shank dia., b specific gravity -18.3 25 -- -- 109 -•
2-in.long,17/64-tn. Max.48-inch- 30 -- -- - 109
0.42
head dia.) wide panels 40 -- -- -- -
50 -- .. - .. --
60 -- -- - -. -
15 96 87 -- 124 113 --
24 20 96 -- 124 110
#8 x 1-1/4-in.self- No.20 gage 25 96 124 107
piercing lath screws 8 steel Max.48-inch-
40 30 96 124
40 92 -- 119
wide panels
50 89 -- 115
60 87113
IV) 130 Derry Court • York • Pennsylvania • 17406
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Intertek
Code Compliance Research Report CCRR-0258 Page 23 of 25
Table 7-Continued
Notes:
1.NichiSoffit"'sheets may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation.
Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product.
2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-
0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to
170mph.
3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)
equal to+1-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0. The effects of
topographic features have not been considered and the wind speed has been limited to 210 mph.
4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures
associated with the corresponding wind speed.
5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of
record to determine the acceptability of alternative fasteners.
6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7.Framing and bracing are beyond the scope of this evaluation report.
130 Derry Court • York • Pennsylvania • 17406
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Intertek
Code Compliance Research Report CCRR-0258 Page 24 of 25
Table 8—Design Loads for Negative TAS 202 and TAS 203 Transverse Load (Florida Building Code)
Siding Type
Fastening
And Nominal Framing Material Fasteners and Fastening Allowable Design Pressure(psf)
Method
Thickness(in.)
2x4 S.P.F.studs MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia.
NichiBoard up to 9.25" FACE
width(5/16"thick) 16"o.c. Nail head,0.123 in.dia.shank)through plywood into -85 psf
5/8"APA Plywood studs 16 in.o.c.
2x4 S.P.F.studs MAZE CEM-6 nails(2 in.long,0.278 in.di.Head,
NichiPanel FACE
16"o.c. 0.119 in.dia.shank)through plywood into studs -75 psf
(5/16") Nail
5/8"APA Plywood every 6 in.perimeter and field
NichiStaggered/ 2x4 S.P.F.studs MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia.
BLIND
NichiStraight 16"o.c. head.0.123 in.dia.shank)through plywood into -70 psf
(5/16") 5/8"APA PI Nail
ywood studs 16 in.o.c.
NichiSoffit up to 24"width 2x4 S.P.F.studs FACE MAZE CEM-6 nails(2 in.long,0.278 in.dia.head,
(1/4"thick) 0.119 in.dia.shank)into studs every 6 in. -70 psf
16"o.c. Nail
perimeter and field
Notes:
1.NichiPanel products may only be installed on vertical walls.NichiSoffit may only be installed on soffits.Fasteners must be installed in a way that
does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid
damage to the fiber cement product.
2.The values in this table are based on testing per TAS 202 and 203 and represent the allowable design pressures of the siding.
3.Framing and bracing are beyond the scope of this evaluation report.
(ID rtt`
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Intertek
0 Code Compliance Research Report CCRR-0258 Page 25 of 25
Table 9-Specifications of Tested Fasteners
Head Shank Minimum Fastener
Length Diameter Diameter 5 Fastener Penetration Withdrawal
Siding Fastener (in) (in) (in) dlbi e3rial Siding type into Material(in)
Value(lbs)
NichiPanel'" 111/,6 42.2
NichiBoard'"(Face) 13/6 34.4
NichiBoard'"(Blind) 111/,e 42.2
SPF NichiStraight'"/
NichiStaggered'" 13/6 34.4
NichiBoard'"(Face) 13/8 53.1
DF NichiBoard'"(Blind) 111/16 65.2
2 0.237 0.099 NichiStraight'"/
6d Double HD MAZE Coil '/,'.OSB 7
NichiStaggered'" /16 16.9
Nail
i,"OSB NichiShake'" 7/16 16.9
NichiBoard'"(Face) 17/8 45.9
2.5 0.236 0 097 SPF NichiBoard'"(Blind) 23/16 53.6
NichiFrontier'"(Face) 11/6 29.8
SPF NichiFrontier'"(Blind) 19/16 41.4
NichiStraight'"/
6d Ring Shank Double HD MAZE '/,,"05B NichiStaggered'" 716 17.9
Coil Nail 2 0.233 0.105 SVP
8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel'" 2'/,6 65.2
NichiBoard''(Face) 11/6 35.5
SPF
NichiBoard'"(Blind) 1'/16 45.4
Double HD MAZE Asphalt SYP NichiBoard'(Blind) 1'/,6 70.1
&Fiberglass Shingle Nail 75 0 365 0.125 NichiBoard'"(Face) 7/16 21.3
'/;,"OSB NichiBoard'"(Blind) '/16 21.3
Grabber#8 Flat Wafer SPF NichiPanel"' 15/16 85.0
Head Screws6 1.625 0.406 0.166 20 GA Steel NichiPanel'" 88.3
NichiPanel'" -- 94.7
Aerosmith Fastening 15 0.301 0.106 20 GA Steel Nichieoard'"(Face) -- 94.7
7 NichiBoard'"(Blind) -- 94.7
Systems,Versa Pin 1.375 0.251 0.107 20 GA Steel NichiPanel'" -- 94.7
#8-18 Wafer Head ROCK-ON'"
Screw s8 1.625 0.395 0.162 20 GA Steel NichiStraight'"/
NichiStaggered'" 95.0
Concrete
1.25 0.300 0.145 Block NichiBoard''(Face) 3/4 233.1
Aerosmith Fastening NichiBoard'"(Blind) 11/8 233.8
Systems,SurePinS Concrete NichiStraight'"/
2 0.300 0.145
Block NichiStaggered'" 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 Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater.
3.058 sheathing material is assumed to have a Specific Gravity of 0.5 or greater. Where fasteners are installed through OSB sheathing into SPF
studs,a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth.
4.SYP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater.
5.Alternative fasteners must meet the minimum head and shank diameters listed in Table 8 The required length and withdrawal capacity shall be determined
by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this Intertek CCRR.
6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3.
7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3
8.Fastener pull-out capacity based on ITW Builde,and Illinois Tool Works.Inc.Product Report No 02722 and a safety factor of 3.
9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5
® 130 Derry Court • York • Pennsylvania • 17406 er
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