architectural wall panels · cement siding products are fiber cement based cladding products used...
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Approved Manufacturing LocationsNichiha USA Inc. Architectural Wall Panels
6465 E. Johns Crossing, Suite 250Johns Creek, GA 30097
Products
Sierra Premium Shake & Savannah Smooth
Pending Update to Inspection Program
Evaluation Report Informationhttp://www.nichiha.com/
General Details
Product Description
May be Installed in Both Horizontal & Vertical Orientations
ver 2.1 Page 1 of 13
IndustrialBlock Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in a single color/style without a specified color distinction listed in product literature.
Ribbed Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm)thickness. These panels are finished in two color/style options: Mother of Pearl and Gunsmoke.
VintageWood Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in four color/style options: Bark, Cedar, Redwood, and Ash.
RoughSawn Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm)thickness. These panels are finished in three color/style options: Expresso, Tobacco, and Smoke.
EmpireBlock Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm)thickness. These panels are finished in a single color/style without a specified color distinction listed in product literature.
ArchitecturalBlock™SandStone™
Ribbed™
VintageWood™EmpireBlock™
Illumination Series
VintageBrick™
Nichiha Sierra Premium Shake, Savannah Smooth, and Architectural Wall Panels (VintageWood, EmpireBlock, Illumination Series, ArchitecturalBlock, SandStone, VintageBrick, CanyonBrick, PlymouthBrick, CinderStone, Ribbed, TuffBlock, RoughSawn, and IndustrialBlock) fiber cement siding products are manufactured at the plant locations listed above. Each plant location has an approved Q.C. Manual to manufacture these products and is audited biannually by Progressive Engineering Inc . Nichiha Fiber-Cement Siding Products are fiber cement based cladding products used for exterior cladding. All Sierra Premium Shake and Architectural Wall Panels have a Class A flame spread and smoke development rating when tested in accordance with ASTM E84.
Nichiha Architectural Wall Panels, Savannah Smooth, and Sierra Premium Shake fiber cement siding products have beentested and evaluated for wind resistance, water penetration, and surface burning characteristics to meet design requirements ofthe codes listed under the Code Compliance section of this PER.
Sierra Premium™ Shake Savannah Smooth
Pei Evaluation Service is an accredited ISO Standard 17065 Product Certifier,accredited by the IAS. This Product Evaluation Report represents a product thatPei ES has Evaluated and this product has a Follow-up Service / InspectionAgreement. This Product Evaluation Report in no way implies warranty for thisproduct or relieves NICHIHA USA INC of their liabilities for this product. This PER is an official document if it is within one year of the initial or re-approval date.
Initial Approval
Architectural Wall Panels are a fiber cement siding used as exterior cladding product installed over braced wood or steel studapplications and APA Rated 7/16" (minimum) sheathing including plywood or OSB, plastic foam, or fiberboard. Panels may also beinstalled over Structural Insulated Panels (SIPs), Concrete Masonry Units (CMUs), and Concrete Block Structures (CBSs) withfurring strips. Installations over Pre-Engineered Metal Buildings (PEMB) as described in Figure 5 and Figure 6 have also beenapproved under the scope of this PER. Architectural Wall Panels styles are described below and on Page 2 of this evaluationreport.
Re-Approved
CinderBlock™
RoughSawn™
December, 2015 December, 2016
See all Pei ES Listings at: www.p-e-i.com
Report Owner
Nichiha USA Inc. contact:David Hohenstern - [email protected]
CanyonBrick™PlymouthBrick™
TuffBlock™
Architectural Wall Panels
IndustrialBlock™
Illumination Series Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in(16-mm) thickness. These panels have a smooth satin finish with a designer-specified custom color.
PER-14088
Nichiha Corporation - Iwaki Facility399-8 Ohtsurugi, Shimokawa, IzumimachiIwaki, Fukushimai 971-8183 Japan
1-1-2 ShimonosekiYamaguchi 750-112 Japan
1-1-1 KoyagawaNichiha Corporation Japan - Shimonoseki Facility
Takahagi Nichiha Co., Ltd. Japan - Takahagi Facility160-1 Akahama
Ibaragi 318-0001 JapanTakahagi
Nichiha Decoration BM Co. Ltd.(Clips & Starter Track)No. 321 Wa Shan RoadJiaxing, China 314201
Narashino, Chiba 275-0001 Japan6-18-1 HigashinarashinoNichiha Matex Co., Ltd. - Narashino Facility Nichiha Matex - Kinuura Facility
2-10 Sunosaki-chouHanda-shi, Aichiken 475-0021 Japan
Product Description continued
May be Installed in Horizontal Orientation Only
Building Code Compliance
• Surface Burning Characteristics in accordance with ASTM E84-09 (2012 IBC/IRC) and ASTM E 84-2013a (2015 IBC/IRC):
Page 2 of 13
• Meets or exceeds the 2012 & 2015 IBC/IRC wind pressure requirements when tested in accordance with ASTM E 330-02Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static AirPressure Difference.
• Meets or exceeds the requirements of ICC-ES AC90 Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding,compliance to Sections 3.1.
• Less than 5m flame spread above opening and heat flux less than 35 kW/m2 at 3.5m above opening when tested in accordancewith CAN-ULC S134.
• Meets or exceeds the requirements of ASTM C 1186 Standard Test Method for Flat Non-Asbestos Fiber Cement Sheets for TypeA Grade II products.
Sierra Premium Shake & Savannah Smooth: Flame Spread 0 / Smoke Development 5
• Sierra Premium Shake and Savannah Smooth have allowable wind design pressures as outlined in Table 7. It is theresponsibility of the design professional of record to verify that this pressure is sufficient to meet the wind load design criteria of theapplicable building code for each project where these products are used.
• Architectural Wall Panels have allowable wind design pressures as outlined in Table 2. It is the responsibility of the designprofessional of record to verify that this pressure is sufficient to meet the wind load design criteria of the applicable building codefor each project where these products are used.
Architectural Wall Panels: Flame Spread 0 / Smoke Development 0
ArchitecturalBlock Series Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a5/8-in (16-mm) thickness. These panels are finished in three color options: Gray, Mocha, and Tuscan.TuffBlock Series Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in four color options: Steel, Bamboo, Walnut, and Pewter.SandStone Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 3/4-in (18-mm)thickness. These panels are finished in three color/style options: Autumn Brown, Desert Beige, and Gentle Gray.VintageBrick Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 3/4-in (18-mm)thickness. These panels are finished in two color/style options: Alexandria Buff and White Wash.CanyonBrick Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in (16-mm)thickness. These panels are finished in two color/style options: Amber Wheat and Shale Brown.PlymouthBrick Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in a single color/style option called Crimson.
Available Length: 9'-4" (2865-mm)
Sierra Premium Shake boards are a fiber cement siding used as exterior cladding product installed over vertical wood studframing and minimum 7/16 Performance Category APA Rated OSB or Plywood. The shake siding product must be installedhorizontally. Shake siding boards come either Primed or in three (3) color options, Maple, Charcoal, and Mahogany. Boards havea manufactured dimension of 8-7/8-in (225.4-mm) wide by 112-in (2845-mm) long with a 1/2-in (12-mm) thickness.Savannah Smooth boards are a fiber cement siding used as exterior cladding product installed over vertical wood stud framingand minimum 7/16 Performance Category APA Rated OSB or Plywood. The lap siding product must be installed horizontally.Boards are manufactured with a primed finish and the following dimensional options:
Thickness: 1/2" (12-mm)
CinderBlock Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 7/8-in (21-mm)thickness. These panels are finished in two color/style options: Gray and Brown.Illumination Series Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (3030-mm) long with a 5/8-in (16-mm) thickness. These panels have a smooth satin finish with a designer-specified custom color.
Available Widths: 6-1/4" (158.75-mm), 7-1/4" (186-mm), and 8-1/4" (209.55-mm)
PER-14088
2012 & 2015 International Residential Code 2012 & 2015 International Building CodeSection R104.11 Section R104.11.1 Section 1403.2 Section 1404.10 Section 1405.2Table R301.2(2) Table R301.2(3) Section 1405.16 Section 1405.17Section R703.2 Section R703.10.1
General Product Usage and Limitations
Tables & Figures
Page 3 of 13
9. When installed horizontally the top course of Architectural Wall Panels shall be face fastened using a #8 buglehead screw or #7 buglehead trim/finish screw through the applicable shim to maintain the rainscreen gap between the panel and wall. Fasteners must be installed at each wall stud (wood or steel) based on the required spacing in Table 2. A registered design professional shall specify an adequate length of fastener based upon the wall/framing substrate and required fastener design load.
7. Corrosion resistant fasteners such as stainless steel or hot-dipped galvanized screws must be used to fasten siding to the wallframing. Aluminum fasteners, staples, clipped head or T-head nails, or fasteners not rated or designed for intended use shallNOT be used.8. For any gaps that require filling with a sealant, follow manufacturer's installation instructions.
1. These products shall be installed in accordance with the requirements of Nichiha' s Installation Instructions.2. This Product Evaluation Report (PER) does not address the capacity of the framing members, framing connections, structuraland non-structural sheathing connections, or overall wall load carrying capacity. These items are outside the scope of this PER and fall under the responsibility of the registered design professional. (Exception: Special cases where panels are installed overPEMB metal siding have been evaluated and are summarized in Figure 5 and Figure 6)3. Weather resistive barriers shall be used in accordance with IBC Section 1403.2 and IRC Section R703.2.4. All openings must have appropriate flashing to prevent moisture penetration.5. These products may only be installed on vertical walls and are not intended for use on roofing applications.6. Architectural Wall Panels and Sierra Premium Shake must be stored in a covered area and kept dry. Material must be storedflat and off the ground prior to installation.
PER-14088
Test Result Requirement Pass / Fail
7.10% Report Value Report Value
1580 psi 1450 psi Pass1418 psi 1015 psi Pass
No drop formation observed
No drop formation Pass
80.0% 80.0% PassNo cracks or delaminations No cracks or delaminations Pass
78.6% Report Value Report ValueNo deleterious effects No deleterious effects Pass
No signs of cracks, damage or structural failure after 25 cycles
No visible cracks or structrual alteration
Pass
Test Result Requirement Pass / Fail
5.25% Report Value Report Value
1668 psi 1450 psi Pass1497 psi 1015 psi Pass
No drop formation observed
No drop formation Pass
81.0% 80.0% PassNo cracks or delaminations No cracks or delaminations Pass
70.1% Report Value Report ValueNo deleterious effects No deleterious effects Pass
No signs of cracks, damage or structural failure after 25 cycles
No visible cracks or structrual alteration
Pass
Observation
Heat / Rain Resistance
Heat / Rain Resistance
Freeze/Thaw ResistanceStrength Retention, %Observation
Water Tightness
Warm Water ResistanceStrength Retention, %Observation
Flexural StrengthMoisture Content %
EquilibriumWet Saturated
Report Value
1.177% Report Value
Table 1b: Sierra Premium Shake & Savannah Smooth Physical Properties per ASTM C1186
Property
Report ValueLinear Variation w/ Change in Moisture Content %
ObservationWarm Water Resistance
Wet Saturated
Water Tightness
Freeze/Thaw Resistance
Linear Variation w/ Change in Moisture Content %
0.055% Report Value
Strength Retention, %
Table 1a: Architectural Wall Panel Physical Properties per ASTM C1186
Flexural StrengthEquilibrium
Strength Retention, %
Property
Moisture Content %
Page 4 of 13
PER-14088
12 73.0 175.616 73.0 182.5
7/16" APA Rated OSB
JEL777 Steel Clip System
4 equally spaced clips per 10ft panel
46.8 51.2
18-ga Steel Studs @ 18" o.c.
JEL777 Steel Clip System
4 equally spaced clips per 10ft panel
73.0 79.8
12 73.0 175.616 73.0 182.512 73.0 175.616 73.0 182.5
Notes:
1. The required fastener withdrawal capacity is based upon 18-inch deep panels and the corresponding clip/fastener spacing. The calculated value indicates the fastener withdrawal capacity required to ensure the full siding capacity is utilized. Any fastener to frame/sheathing combination that meets the required fastener withdrawal capacity, has a minimum head diameter of 0.375-in, and has a minimum shank diameter of 0.134-in may be used to anchor the clip system to the wall.
2. The required fastener withdrawal capacity may be reduced by the ratio of the Actual Design Pressure to the Allowable Design Pressure:
Vertical5/8
3/4
Horizontal 18-ga Steel StudsJEL777 Steel Clip System
Horizontal 18-ga Steel StudsJEL787 Steel Clip System
7/8 18-ga Steel StudsJEL787 Steel Clip System
Horizontal
Table 2: Allowable Transverse Wind Pressures for Architectural Wall Panels5,6
Panel Orientation
Allowable Design Pressure
(psf)
Required Fastener Withdrawal Capacity
(lbs)1,2
Maximum Clip/Fastener
Spacing (in)7
Tested Framing Material
Required Clip
System3,4
Nominal Panel
Thickness (in)
6. Reference Nichiha Installation Guidelines for proper installation procedure.
3. Refer to Table 3 for Nichiha Clip System Descriptions.4. Refer to Fig. 1 through Fig. 11 for Nichiha Clip System Details.
7. Values for the horizontal clip spacing are based on a minimum of 2 fasteners per clip. Values for vertical clip spacing are based on minimum of 4 fasteners per clip.
5. Vertical panel installation is valid for 119-5/16" (3030-mm) VintageWood, RoughSawn, EmpireBlock, IndustrialBlock, Ribbed, & Illumination products only.
Actual Design Pressure
Allowable Design PressureX=
Required Withdrawal Capacity (from Table 2)
Reduced Required Withdrawal Capacity
Part No. Material3
HorizontalJEL777 Steel Clip
System10 FA 700 JEL 777 AISI/SAE 1015
VerticalJEL777 Steel Clip
System10 FA 710T JEL 777 AISI/SAE 1015
3/4 HorizontalJEL787 Steel Clip
System10 FA 700 JEL 787 AISI/SAE 1015
7/8 HorizontalJEL787 Steel Clip
System10 FA 700 JEL 787 AISI/SAE 1015
Notes:
4. Refer to Fig. 1 through Fig. 11 for Nichiha Clip System Details.
Starter Track3
1. Clip systems shall be used with the corresponding panel thickness and orientation shown in Table 2 of this PER.2. Fasteners must have a minimum head diameter of 0.375-in, minimum shank diameter of 0.134-in, and be capable of resisting the withdrawal requirements indicatedin Table 2 of this PER.
3. All starter tracks and panel clips are manufactured using AISI/SAE 1015 (or better) steel with a minimum yield strength of 27,500 psi and minimum tensile strengthof 50,000 psi.
Table 3: Clip System Summary1,2
5/8
Panel ClipClip System4Panel
OrientationNominal Panel Thickness (in)
Rainscreen Gap (mm)
Page 5 of 13
PER-14088
Figure 1 - Panel Clip Detail
2'-2"
JEL777/787 STAINLESS STEEL PANEL CLIP
2 1/4" [57mm]
3/8" [10mm]
SECTION VIEW
PLAN VIEW
Exp B Exp C Exp D Exp B Exp C Exp D15 114 104 94 147 134 12220 114 101 92 147 130 11925 114 99 90 147 127 11730 114 97 89 147 125 11540 110 94 87 142 121 11250 106 92 -- 137 118 --60 104 90 -- 134 116 --15 128 116 105 165 150 13620 128 113 103 165 145 13325 128 110 101 165 142 13030 128 108 99 165 139 12840 123 105 97 158 135 12550 119 102 95 153 132 12260 116 101 93 150 130 121
94.54
Notes:
Table 4 - Wind Speed Summary Table for Pre-Engineered Metal Building (PEMB) Installation1,4,6,7
24ga (0.0223")
-31.41 75.57
Steel Siding Thickness
Adjusted Allowable
Design Pressure5 (psf)Adjusted Load per
Fastener (lbs)Building
Height (ft)
ASCE 7-05 Basic Wind
Speed - 3s Gust2 (mph)
ASCE 7-10 Ultimate Wind
Speed (3s Gust)3 (mph)
22ga (0.0286")
-39.29
1. Nichiha Architectural Wall Panels may only be installed on vertical walls and tabulated values are only valid for PEMB installations over 22ga or 24ga50ksi steel siding with #10-16 x 1" Pan Head S/D Screws and JEL 777/787 Steel Clips. Fasteners shall be installed at each steel siding rib not to exceed12" on center.
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 thewind 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 beenlimited 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 associatedwith the corresponding wind speed.5. Allowable design pressures have been adjusted based upon the listed/calculated allowable withdrawal capacity of the tested fastener.6. Framing and bracing are beyond the scope of this evaluation report.7. Deflection of the metal siding shall not exceed the limit of L/120.
Page 6 of 13
PER-14088
Page 7 of 13
PER-14088
Page 8 of 13
PER-14088
Horizontal (in)
Vertical (in) Exp B Exp C Exp D Exp B Exp C Exp D
15 100 91 -- 129 117 106
20 100 88 -- 129 114 104
25 100 86 -- 129 111 102
30 100 -- -- 129 109 100
40 96 -- -- 124 106 --
50 93 -- -- 120 103 --
60 91 -- -- 117 101 --
15 143 130 118 185 168 152
20 143 126 115 185 163 149
25 143 124 113 185 160 146
30 143 121 111 185 156 144
40 137 118 109 178 152 140
50 133 115 106 172 148 137
60 130 113 105 168 146 135
15 132 120 109 170 154 140
20 132 116 106 170 150 137
25 132 114 104 170 147 135
30 132 111 102 170 144 132
40 126 108 100 163 140 129
50 123 106 98 158 136 126
60 120 104 96 154 134 124
15 170 168 153 210 210 197
20 170 163 149 210 210 192
25 170 160 146 210 206 189
30 170 157 144 210 202 186
40 170 152 140 210 196 181
50 170 148 137 210 192 178
60 168 146 135 210 188 175
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
40 170 170 170 210 210 210
50 170 170 170 210 210 210
60 170 170 170 210 210 210Notes:
8. Framing and bracing are beyond the scope of this evaluation report.
-179.1
1. Sierra Premium Shake & Savannah Smooth fiber cement siding may only be installed on vertical walls.
3. 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 externalpressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph.
4. 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.
9" Sierra Premium
Shake2
#8-18 Wafer Head ROCK-ON™
Screws
6d Ring Shank
Double HD MAZE Coil
Nail
Blind 16 8.875
Douglas Fir at 16" O.C. &
7/16" OSB
5. 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.
6. Fastener specifications for those used in testing are outlined in Table 6 of this PER. These specifications may be used by the designer of record to determine the acceptability of alternativefasteners.
7. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
#7 PrimeGuard
SS Trim/Finish Grip Rite
Screw
#7 PrimeGuard
SS Trim/Finish Grip Rite
Screw
Face 16 8.875
2. Allowable pressures and wind speeds shown for 9" Sierra Premium Shake may be used to validate installations of 6-1/4", 7-1/4", & 8-1/4" Savannah Smooth installed with the same fastener/framing configuration shown in Table 5.
#8-18 Wafer Head ROCK-ON™
Screws
#8-18 Wafer Head ROCK-ON™
Screws
Blind 8 8.875Douglas Fir
at 16" O.C. & 7/16" OSB
-82.6
#8-18 Wafer Head ROCK-ON™
Screws
Double HD MAZE
Asphalt & Fiberglass
Shingle Nail
Blind 8 8.875Douglas Fir
at 16" O.C. & 7/16" OSB
-41.8
Douglas Fir at 16" O.C. &
7/16" OSB-49.4
ASCE 7-10 Ultimate
Wind Speed (3s Gust)4
#8-18 Wafer Head ROCK-ON™
Screws
#8-18 Wafer Head ROCK-ON™
Screws
Blind 16 8.875
Douglas Fir at 16" O.C. &
7/16" OSB-24.0
Table 5 - Design Loads for Negative Transverse Wind Load (Sierra Premium Shake & Savannah Smooth)1,5,8
Siding Type
Siding Fastener
(Corner)6
Siding Fastener
(Field)6
Face/Blind
Effective Fastener Spacing
Framing Type
Adjusted Allowable
Pressure (psf)7
Building Height
(ft)
ASCE 7-05 Basic Wind
Speed (3s Gust)3
Product Labeling
1. Brand Name and Type2. Nichiha' s Name and Address
3. Date Code Stamp4. This PER Number & Pei ES Logo
Acceptable Evaluation Marks
This information can be provided in one or both of the following ways;
1. Each Board can have this information applied to the back side.2. A separate skid card with this information applied to each bundle or unit of boards.
Product Documentation
Nichiha Architecural Wall Panels Installation Guide - AWP-1818 - Dated: 02/2017
Nichiha Architecural Wall Panels Installation Guide - AWP-3030 - Vertical - Dated: 02/2017
Nichiha Architecural Wall Panels Installation Guide - AWP-3030 - Horizontal - Dated: 02/2017
Nichiha Savannah Smooth & Sierra Premium Shake Installation Guide - Dated: 08/2015
Page 9 of 13
An Inspection Agreement between Progressive Engineering Inc. and Nichiha USA
An Evaluation and Follow-up Service Agreement between Pei Evaluation Service and Nichiha USA
A Quality Control Manual for Each Approved Manufacturing Location
A SDS for Nichiha W Series - Sierra Shake and Savannah Smooth - Dated: 08/2010
All Nichiha Architectural Wall Panels, Sierra Premium Shake, and Savannah Smooth that are covered by this PER must have at least the following information:
A MSDS for Nichiha Fiber Cement Products Illumination Series Finish - Dated: 08/2012
A SDS for Nichiha EX Series - Architectural Wall Panels (AWP) - Dated: 4/2015
PER-14088
6d Ring Shank Double HD MAZE Coil Nail
2 0.233 0.105DF w/
7/16" OSB
Sierra Premium or Savannah Smooth
(Blind)1 1/2 61.5
Double HD MAZE Asphalt & Fiberglass Shingle Nail
1.75 0.365 0.125 7/16" OSBSierra Premium or Savannah Smooth
(Blind) 7/16 21.3
DF w/ 7/16" OSB
Sierra Premium or Savannah Smooth
(Blind)1 1/8 207.8
7/16" OSBSierra Premium or Savannah Smooth
(Blind) 7/16 80.8
#7 PrimeGuard SS Trim/Finish Grip Rite Screw
2.25 0.233 0.151DF w/
7/16" OSB
Sierra Premium or Savannah Smooth
(Face)1 1/4 215.2
Notes:1. DF (Douglas Fir) framing material is assumed to have a Specific Gravity of 0.5 or greater.
2. OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater.
3. Alternative fasteners must meet the minimum head and shank diameters listed in Table 6. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 5.
Table 6 -Specifications of Tested Fasteners for Sierra Premium & Savannah Smooth
Siding Type3
Minimum Fastener
Penetration into Material (in)
Fastener Withdrawal Value (lbs)
#8-18 Wafer Head ROCK-
ON™ Screws4 1.625 0.395 0.162
Siding FastenerLength
(in)
Head Diameter
(in)
Shank Diameter
(in)Material1,2
Product Documentation continued
A Pei Test Report No. 2013-1418 (B) Dated: 6/19/2014 - ASTM E330 Negative Wind Load Test on Dry 16mm Nichiha Stone and
A Test Report No. RAD-2934 Dated: 1/2002 - Physical Property Tests on Nichiha EX Series 3/4" Fiber Cement Siding Panels inAccordance with the ICBO ES Acceptance Criteria for Fiber Cement Panels for Use as Exterior Wall Siding (AC90) - ASTM C1185& ASTM E228.
Brick Panels on 16" o.c. 16-ga Steel Framing using JEL777 Steel Panel Clips with #10 - 16 x 3/4" Pan Head Screws.
Pei Engineering Calculation No. 2017-0337 - Nichiha Sierra Premium Shake - Wind Speed Calculations - Dated: 7/20/2017
Page 10 of 13
A Pei Test Report No. 2014-1543 (D) Dated: 11/21/2014 - ASTM E330 Negative Wind Load Test on 5/8"VintageWood/EmpireBlock (Cedar) Fiber Cement Panels, Installed Vertically with Three (3) JEL 777 Clips Fastened Directly to18ga. Steel Framing
A Test Report No. A1-007541.1 Dated: 10/14/2015 - CAN/ULC-S134-13 Full Scale Exterior Wall Test on 16mm EX SeriesArchitectural Wall Panels
A Test Report No. 15-09075 - Dated: 9/4/2015 - Standard Method of Test for Surface Burning Characteristics of Building Materials
A Test Report No. 15-09074 - Dated: 9/4/2015 - Standard Method of Test for Surface Burning Characteristics of Building Materials
A Test Report No. 15-09073 - Dated: 9/4/2015 - Standard Method of Test for Surface Burning Characteristics of Building Materials
A Test Report No. 15-09072 - Dated: 9/8/2015 - Standard Method of Test for Surface Burning Characteristics of Building Materials
A Pei Test Report No. 2015-0475 (D) Dated: 10/5/2015 - Evaluation of Architectural Wall Panel from the Narashino Plant toASTM C1186
A Test Report No. 103115936SAT-001A - Dated: 7/11/2017 - ASTM E84-16 Test for Surface Burning Characteristics of BuildingMaterials
A Pei Test Report No. 2015-0475 (A) Dated: 10/6/2015 - Evaluation of Architectural Wall Panel from the Iwaki Plant to ASTMC1186
A Test Report No. D15022029 Dated: 3/4/2015 - Material Analysis of Nichiha Steel Clips
A Pei Test Report No. 2016-1872 (A) - ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Blind-Fastened at 16"o.c. over 7/16" OSB With Lumber Framing - Dated: 12/14/2016
A Pei Test Report No. 2016-1872 (B) - ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Blind-Fastened at 16"o.c. over 7/16" OSB With Lumber Framing - Dated: 12/7/2016
A Pei Test Report No. 2015-0475 (C) Dated: 10/5/2015 - Evaluation of Architectural Wall Panel from the Takahagi Plant to ASTMC1186
Pei Engineering Calculation No. 2017-0513 - Nichiha Architectural Wall Panel (AWP) Attachment to OSB or Plywood - Dated:3/27/2017
A Pei Test Report No. 2016-1872 (F) - ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Face-Fastened at 16"o.c. over 7/16" OSB With Lumber Framing - Dated: 3/21/2017
Pei Project No. 2016-1872 (G) - Evaluation of 9" Sierra Premium Shake Siding to ASTM C1186 - Dated: 5/30/2017
A Pei Test Report No. 2016-1872 (C) - ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Blind-Fastened at 8"o.c. over 7/16" OSB With Lumber Framing - Dated: 12/15/2016
A Pei Test Report No. 2016-1872 (D) - ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Blind-Fastened at 8"o.c. over 7/16" OSB With Lumber Framing - Dated: 12/19/2016
A Pei Test Report No. 2014-1543 (C) Dated: 11/21/2014 - ASTM E330 Negative Wind Load Test on 5/8"VintageWood/EmpireBlock (Cedar) Fiber Cement Panels, Installed Vertically with Four (4) JEL 777 Clips Fastened Directly to7/16" Plywood Sheathing on 18ga. Steel Framing
Pei Engineering Calculation No. 2016-2026 - PEMB Installation Design Analysis for 26ga, 24ga, & 22ga 50-ksi Steel Siding
A Pei Test Report No. 2015-0475 (B) Dated: 10/5/2015 - Evaluation of Architectural Wall Panel from the Shimoneseki Plant toASTM C1186
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Product Pictures
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PICTURES NOT CURRENTLY SHOWN
Ribbed
TuffBlock
RoughSawn
CinderBlock
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