1852 SEA OATS DR RES23-0076 ESR reportICC -ES Evaluation Report ESR -2290
Reissued March 2020
Revised June 2020
This report is subject to renewal March 2022.
www.icc-es.orq 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council'
DIVISION: 06 00 00—WOOD, PLASTICS AND
COMPOSITES
Section: 06 16 00—Sheathing
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 46 46—Fiber-Cement Siding
REPORT HOLDER:
JAMES HARDIE BUILDING PRODUCTS, INC,
EVALUATION SUBJECT:
HARDIESHINGLETM (NEW HARDIESHINGLE") PANELS,
HARDIEPLANKTm LAP SIDING, ARTISAN' LAP SIDING,
AND HARDIESHINGLETM (NEW HARDIESHINGLEe)
INDIVIDUAL SHINGLES
1.0 EVALUATION SCOPE
1.1 Compliance with the following codes:
■ 2018, 2015, 2012, 2009 and 2006 International Building
Code" (IBC)
■ 2018, 2015, 2012, 2009 and 2006 International
Residential Code® (IRC)
■ 2013 Abu Dhabi International Building Code (ADIBC)t
'The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced
in this report are the same sections in the ADIBC.
Properties evaluated:
■ Weather protection
■ Structural
■ Types I, II, III, and IV (noncombustible) construction
■ Fire -resistance -rated construction
■ Thermal resistance
1.2 Evaluation to the following green standards:
2015, 2012 and 2008 ICC 700 National Green Building
StandardT"' (ICC 700-2015, ICC 700-2012 and ICC 700-
2008)
Attributes verified:
See Section 3.1
2.0 USES
James Hardie fiber -cement panels, plank lap siding, and
cladding shingles are used as exterior wall covering. The
products comply with 2018 IBC Section 1403.10 [2015,
2012, 2009 and 2006 IBC Sections 1404.10] and IRC
Section R703.10. The products may be used on exterior
walls required to be of Type I, II, III or IV construction (IBC).
3.0 DESCRIPTION
3.1 General:
The exterior sidings are single -faced, cellulose fiber–
reinforced cement (fiber -cement) products. Exterior sidings
are identified as HardieShingleT"' (New HardieShingle'9)
panels, HardiePlankTM (Cemplank''O, Prevail"', and RFCO)
lap siding, Artisan® Lap Siding, and HardieShingleT"' (New
HardieShingle°) individual shingles.
The products comply with ASTM C1186, as Grade II, Type
A; have a flame -spread index of 0 and a smoke -developed
index of 5 when tested in accordance with ASTM E84; and
are classified as noncombustible when tested in accordance
with ASTM E136. Thermal conductance (K) and resistance
(R) values for the products are as shown in Table 2 of this
report, based on testing in accordance with ASTM 0177.
The attributes of the fiber -cement sidings have been
verified as conforming to the provisions of (i) ICC 700-2012
Sections 602.1.6 and 11.602.1.6 for termite -resistant
materials; and (ii) ICC 700-2008 Section 602.8 for termite -
resistant materials. Note that decisions on compliance for
those areas rest with the user of this report. The user is
advised of the project -specific provisions that may be
contingent upon meeting specific conditions, and the
verification of those conditions is outside the scope of this
report. These codes or standards often provide
supplemental information as guidance.
3.2 Siding:
HardieShingleT"' (New HardieShingle°) panels,
HardiePlankTM (Cemplank"3, Preva ilTM, and RFC°) lap
siding, Artisan® Lap Siding, and HardieShingleTM (New
HardieShingle°) individual shingles are supplied either
unprimed or primed for subsequent application of a
compatible primer and/or exterior -grade top coat. Nominal
product dimensions are noted in Table 1.
The products are available in a variety of finish textures.
HardieShingleT"" panels are offered in three configurations:
half -round, staggered -edge, and square -edge. New
HardieShingleO individual shingles are offered in two
configurations: staggered -edge and square -edge.
3.3 Fasteners:
Fastener type, size, spacing and installation method must
be as shown in the tables of this report. Fasteners must be
made from corrosion -resistant steel.
ICC -ES Fvahratiorr Reports are nor to he construed as reprerening aesthetics or am other rrrtriholc.c not sperifically addressed, nrrr are firer to he cotnstrned ".-
as an endorsement of the snhiect of the report or it recommendation far its ase. There is no n'arrante by ICC" Cvalualion Service. LLC e press or implied, as uL
to ar?v finding or oMcr natter in this repent, or as 10 am, product covered hr the report. ;n
Copyright 0 2020 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 31
ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of 31
4.0 DESIGN AND INSTALLATION
4.1 Design:
Walls: The maximum basic wind speeds for positive or
negative transverse load resistance of HardieShingleTM
(New HardieShingle®) panels, HardiePlankTm (Cemplank®,
PrevailTm, and RFC®) lap siding, Artisan® Lap Siding, and
HardieShingleTM (New HardieShingle®) individual shingles
are presented in Tables 3 through 13.
4.2 Installation:
4.2.1 General: Installation must comply with this report,
and a copy of this report must be available at all times on
the jobsite during installation. All products may be cut to
shape on-site by the score -and -snap method using a score -
and -snap knife, a hand guillotine or a handsaw utilizing a
carbide blade. A clear distance of 6 inches (152 mm) must
be maintained between the siding and the earth. Unless
otherwise noted in this report, the products must be installed
in accordance with 2018 IBC Section 1404.16; 2015, 2012,
and 2009 IBC Section 1405.16; 2006 IBC Sections 1405.15,
1405.16, and 1405.17; 2018 and 2015 IRC Section R703.10
and Table R703.3; 2012, 2009, and 2006 IRC Section
R703.10 and Table R703.4, as applicable.
4.2.2 HardieShingle"m (New HardieShingle®) Panels:
When installation is on wood or metal framing members,
with or without wood structural panel sheathing, a water -
resistive barrier must be applied over the wood or metal
framing members or wood structural panel sheathing in
accordance with the applicable code. The panels must be
fastened in accordance with the provisions of Table 4 of this
report.
A 1/e -inch (3.2 mm) gap must be left at locations where the
siding butts against door and window trim and at internal or
external comers; such gaps must be flashed in accordance
with the applicable code, then caulked. Vertical joints must
occur over framing members and must be sealed with
caulking or covered with battens. Horizontal joints must be
flashed with metal Z -flashing and occur over solid blocking
or wood structural panel sheathing.
4.2.3 HardiePlankTm (Cemplank®, PrevailTm, and RFC®)
Lap Siding: When installation is on wood or metal framing
members, with or without wood structural panel sheathing,
the lap siding must be fastened either through the
overlapping planks (face nailed) or through the top edge of
single planks (blind nailed) in accordance with the
provisions of Table 4 of this report. A water -resistive barrier
must be applied over wood or metal framing members or
wood structural panel sheathing in accordance with the
applicable code. Lap siding installed over walls constructed
of concrete masonry units complying with ASTM C90 must
be applied in accordance with Tables 5 through 10. The lap
siding requires the use of a starter strip to set the first course
on the proper angle and to create a drip edge.
Vertical joints must occur over studs, except where the
"off -stud splice device" is installed or where the planks are
installed to wood structural panel sheathing complying with
the applicable code, and must be staggered on subsequent
courses. Where the "off -stud splice device" is installed, the
splice device's bottom lip must be placed over the adjacent
solid course of planks. The plank must then be fastened to
the framing with corrosion -resistant fasteners. The abutting
plank must be positioned and fastened into place ensuring
that the lower edges of the two planks align. The metal
device must be located centrally over the vertical joint.
Vertical joints between planks must be lightly butted or
gapped and must be protected by one of the following
methods: (a) sealed with caulking in accordance with the
caulk manufacturer's published gapping requirements and
caulking application instructions; or (b) covered with an
H -section joint cover; or (c) located over a strip of
non -perforated flashing complying with ASTM D226, Type I
felt, or other approved flashing. Trim and corners must be
installed, and the siding must be finished in accordance with
the manufacturer's application instructions. A 1/8 -inch
(3.2 mm) gap must be left at locations where the siding butts
against door and window trim and at internal or external
corners; such gaps must be flashed in accordance with the
applicable code, then caulked. Horizontal joints must be
flashed with Mashing and occur over solid blocking or
wood structural panel sheathing.
4.2.4 Artisan® Lap Siding: When installation is on wood
or metal framing members, with or without wood structural
panel sheathing, the lap siding must be fastened through the
top edge of single planks (blind nailed) in accordance with
the provisions of Table 4 of this report. A water -resistive
barrier must be applied over wood or metal framing or wood
structural panel sheathing in accordance with the applicable
code. Lap siding installed over walls constructed of
concrete masonry units complying with ASTM C90 must be
applied in accordance with Tables 5 through 10. The lap
siding requires the use of a starter strip to set the first course
on the proper angle and to create a drip edge.
Vertical joints must be made off -stud by means of the
tongue and groove joint. Tongue and groove joints may be
located centrally between studs but no closer than 4 inches
(102 mm) from the edge of a stud. Nails must not be placed
within 2 inches (51 mm) of the tongue and groove at the end
of the planks. Vertical joints must be staggered on
subsequent courses. The plank must then be fastened to
the framing with corrosion -resistant fasteners.
Vertical joints between planks must be lightly butted and
must be located over a strip of non -perforated flashing
complying with ASTM D226, Type I felt, or other approved
flashing. Trim and corners must be installed, and the siding
must be finished in accordance with the manufacturer's
application instructions. A'/a-inch (3.2 mm) gap must be left
at the locations where the siding butts against door and
window trim and at internal or external comers; such gaps
must be flashed in accordance with the applicable code,
then caulked. Horizontal joints must be flashed with
Mashing and must occur over solid blocking or wood
structural panel sheathing.
4.2.5 HardieShingleTM (New HardieShingle®) Individual
Shingles: When installed on wood structural panel
sheathing, the cladding shingles are fastened in accordance
with the provisions of either Table 11, 12, or 13 of this report.
A water -resistive barrier in accordance with the applicable
code must be applied over the wood -based sheathing
substrate to which the shingles are attached.
The individual shingles require the use of a starter strip to
set the first course on the proper angle and to create a drip
edge. The nominally 1114 -inch -wide -by -1/4 -inch -thick starter
strip and a minimum 81/4 -inch -wide (210 mm)
HardiePlankTM (Cemplank®, Prevail', and RFC') lap siding
starter course are installed over the water -resistive barrier
with the bottom of the starter strip and starter course even
with the bottom of the bottom plate. Shingles are spaced a
maximum of /4 inch (6.4 mm) apart, leaving a minimum side
lap of 11/2 inches (38 mm) between the joints of successive
courses. Fasteners must be spaced a minimum of 3/4 inch
(19 mm) and a maximum of 1 inch (25.4 mm) from shingle
edges and must be positioned to be covered a nominal
11/4 inches by the succeeding shingle course; for 12 -inch -
wide (305 mm) shingles, the third nail (see Table 14) must
be installed mid -span of the shingle. Nails must secure
shingles but must not be over -driven. Trim and corners must
be installed, and the shingles must be finished in
ESR- 22901 Most Widely Accepted and Trusted Page 3 of 31
accordance with the manufacturer's application instructions.
A 1/8 -inch (3.2 mm) gap must be left at locations where the
shingle butts against door and window trim and at internal
or external corners; such gaps must be flashed in
accordance with the applicable code, then caulked.
Horizontal joints must be flashed with Z -flashing.
4.3 Fire -resistance -rated Wall Assembly (HardiePlankTm
Lap Siding):
The asymmetrical, load-bearing, one-hour fire -resistance -
rated wall assembly must consist of nominally 2 -by -4 wood
studs spaced a maximum of 24 inches (610 mm) on center,
with two top plates and a single bottom plate. One layer of
5/8 -inch -thick (15.9), Type X, gypsum wallboard complying
with ASTM C36 or ASTM C1396, 48 inches (1219 mm)
wide, must be applied vertically to the interior face of the
studs and secured with minimum 1314 -inch -long (44 mm)
cup -head gypsum wallboard nails, spaced 7 inches
(178 mm) on center at board edges and intermediate
framing members. All board joints must be backed by
framing. The 5/8 -inch -thick (15.9 mm), Type X, gypsum
wallboard joints and nail heads must be finished in
accordance with ASTM C840 or GA216. The exterior face
of the wall must be covered with one layer Of
(12.7 mm), Type X, water-resistant core treated gypsum
sheathing complying with ASTM C36 or ASTM C1396
and one layer of maximum 12 -inch -wide (305 mm)
HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap siding
lapped a minimum of 11/4 inches (32 mm). The
1/2 -inch -thick (12.7 mm), Type X, water-resistant core -
treated gypsum sheathing must be applied vertically to the
exterior side of the framing members with vertical edges
staggered 24 inches (610 mm) from the joints on the
opposite side. All board joints must be backed by framing.
The 1/2 -inch -thick (12.7 mm), Type X, water-resistant
core -treated gypsum sheathing must be fastened to the
framing members with 13/4 -inch -long (44 mm) roofing nails
spaced 7 inches (178 mm) on center in the field and 4 inches
(102 mm) on center along the perimeter of each board. The
outer layer of 5h -inch-thick (7.5 mm), minimum
12 -inch -wide (305 mm) HardiePlank rm (Cemplank®,
PrevailTM, and RFC®) lap siding must be applied over
the 1/2 -inch -thick (12.7 mm), Type X, water-resistant
core -treated gypsum sheathing by attaching 11/2 -inch -wide
(38 mm) HardiePlankTm (Cemplank®, PrevailTM, and RFC®)
starter strips through the gypsum sheathing into the
bottom plate and 12 -inch -wide (305 mm) HardiePlank rm
(Cemplank®, PrevailTM, and RFC®) lap siding applied
horizontally with a minimum nominally 11/4 -inch head lap,
and fastening with a single 6d corrosion -resistant common
nail driven through the lapped planks into each stud.
The axial load must be the lesser of the following, provided
structural consideration for axial, flexural and bearing
perpendicular -to -grain stresses is in accordance with
ANSI/AWC NDS -2018 for the 2018 IBC and IRC;
ANSI/AWC NDS -2015 for the 2015 IBC and IRC;
ANSI/AF&PA NDS -2010 for the 2012 IBC or IRC
(-2005 for the 2009 and 2006 IBC or IRC):
1. Maximum 100 percent of full allowable axial
compressive design load permitted for the wood
species.
2. Maximum allowable wood axial stress of 0.78 Fc, which
must not exceed 0.78 Fc at a slenderness ratio Wd
of 33.
5.0 CONDITIONS OF USE
The HardieShingleTm (New HardieShingle®) panels,
HardiePlankTM (Cemplank®, PrevailTm, and RFC®) lap
siding, Artisan® Lap Siding, and HardieShingleTm (New
HardieShingle®) individual shingles described in this report
comply with, or are suitable alternatives to what is specified
in, those codes listed in Section 1.0 of this report, subject to
the following conditions:
5.1 James Hardie® Building Products, Inc, products listed
in this report must be installed in accordance with this
report and the manufacturer's published installation
instructions. In the event of a conflict between this
report and the manufacturer's instructions, this report
governs.
5.2 HardieShingleTm (New HardieShingleO) panels,
HardiePlankTM (CemplankO, PrevailTM, and RFC®) lap
siding, Artisan® Lap Siding, and HardieShingle TM (New
HardieShingle®) individual shingles must be installed
on exterior walls braced in accordance the applicable
code.
5.3 Design wind speeds applied to James Hardie® sidings
described in this report must be determined in
accordance with the applicable code and must be less
than those shown in the wind speed tables in this
report.
5.4 The sidings must be installed over a code -complying
water -resistive barrier and as noted in this report.
5.5 For use in fire -resistance -rated construction,
installation must be in accordance with Section 4.3.
5.6 Flashing must be installed at all penetrations and
terminations in accordance with the applicable code.
5.7 Under the 2018 IBC Section 1402.5; and 2015 or 2012
IBC, Section 1403.5, installation on exterior walls of
buildings of Type I, II, III, and IV construction is limited
to buildings that are not greater than 40 feet in height
above grade plane and that feature a combustible
water -resistive barrier, except as permitted under
Exception 2 of the 2018 IBC Section 1402.5 and 2015
IBC Section 1403.5.
5.8 The products are manufactured at the following
locations, with quality control inspections by ICC -ES:
• Cleburne, Texas
• Peru, Illinois
• Plant City, Florida
• Pulaski, Virginia
• Sparks, Nevada
• Tacoma, Washington
• Waxahachie, Texas
• Fontana, California
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria for
Fiber Cement Siding Used as Exterior Wall Siding (AC90),
dated October 2018.
7.0 IDENTIFICATION
7.1 Pallets of the JamesHardie® Building Products, Inc.,
HardieShingle'"" (New HardieShingle®) panels,
HardiePlankTm (Cemplank®, PrevailTM, and RFC') lap
siding, Artisan® Lap Siding, and HardieShingleTm (New
HardieShingle®) individual shingles must carry a label
bearing the manufacturer's name and telephone
number, the product name, the name of the inspection
agency, ICC -ES, and the evaluation report number
(ESR -2290).
7.2 The report holder's contact information is the following:
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CALIFORNIA 92337
(800) 942-7343
www.iameshardie.com
info(&-iameshard ie.com
ESR- 2290 1 Most Widely Accepted and Trusted Page 4 of 31
TABLE 1—STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS
PRODUCT
WIDTH (INCHES)
LENGTH
THICKNESSES
(INCHES)
HardiePlane lap siding
4,51/4,6,6114,71/4,71/2.8,
814,9/4,912&12
12, 14 feet
5/16
CONDUCTANCE
RESISTANCE
(INCH)
KEFF = (BTU/HR-FT2-°F)11NCH
Artisan® lap siding,
51/4,71/4,81/4
12, 14 feet
5/8
CemplanO lap siding
5'/4, 6; 61/4; 71/4, 71/2, 8,
8/4.912812
12, 14 feet
5115
5/16
1 2.07
0.48
6.62
PrevailTM lap siding
5114, 661/4, 7114, 7'/2, 8.
8/4,912&12
12, 14 feet
5116
RFC® lap siding
61/4, 71/2r 8114, 9'/2 & 12
12, 14 feet
5118
New HardieShingle® 5 -Inch exposure
1/4
(square & staggered edge)
48
14 inches
New HardieShingle® 7 -inch exposure
48
15114, 157/4 inches
1/4
(square & staggered edge)
HardieShingle'rm panel
48
16 inches
1/4
(square & staggered edge)
HardieShingleTm panel
48
16, 19 inches
1/4
(half round)
New HardieShingle® individual
31/2, 4112, 5'/2i 7, 8314
14 inches
1/4
shingles 5 -inch exposure
New HardleShingle® individual
43116, 5112, 6314, 7114, 10,
151/4 inches
1/4
shingles 7 -inch exposure
HardieShingleTm individual shingles
6, 8, & 12
18 inches
1/4
For SI: 1 inch = 25.4 mm, 1 ft = 305 mm.
TABLE 2—"K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS
PRODUCT
THERMAL
THERMAL
ACTUAL THERMAL
ACTUAL THERMAL
THICKNESS3
CONDUCTANCE'
RESISTANCE'
CONDUCTANCE
RESISTANCE
(INCH)
KEFF = (BTU/HR-FT2-°F)11NCH
R =1/KEFF
(KEFF)
(R)
1/4
1.95
0.51
7.80
0.13
5/16
1 2.07
0.48
6.62
0.15
For SI: 1 inch = 25.4 mm, 1 Btu/h-ft? OF = 5.678 W/m2-K.
'Based on 1 inch of panel thickness.
'Actual value for panel thickness shown.
ESR- 2290 1 Most Widely Accepted and Trusted Page 5 of 31
TABLE 3 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)
For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s.
'Values are for species of wood having a specific gravity of 0.40 or greater.
2For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfast® nail, ET & F No. AGS -100-0150, head
diameter = 0.313 in., shank diameter = 0.100 in., length = 1.5 in. Metal studs must be maximum Fy = 33 ksi.
3For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM -144-0125,
head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.15 in.,
length = 1.3 in.), Aerosmith SurePin block nail (head diameter= 0.30 in., shank diameter= 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter
= 0.30 in., shank diameter = 0.145 in., length = 1.25 in.) applied at the equivalent fastener or stud spacing.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kr = 1, Kd = 0.85, GCp = 0.18., GCp=-1.4.
5For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as
applicable.
sVasd = nominal design wind speed.
'Van = ultimate design wind speed.
sWind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vase=Van 40.6
10 V = basic design wind speed
11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
12 2018 IBC Section 1609.3.1, Eqn. 16-33, V,,d = V 0.613 Smooth -shank stainless steel nails are outside of the scope of this report.
2015 IBCIIRC.
2018 IRC and
2012 IRC, 2009
2012 IBC
IBC/IRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind
Wit'-'), 2018 IBC
Speed, V.d4.8.9.12)
(Basic Design
Wind Speed,
V10,11
EXPOSURE
EXPOSURE
CATEGORY
THICK
FASTENER
FASTENER
FRAME
STUD
BLDG.CATEGORY
PRODUCT
(IN.)
T1fPE73
SPACING
TYPE'
SPACING
HEIGHT
(IN.)
(IN.)
(FT.)
B
C D
B
C
D
0.090"
Attached
0-15
126
85 -
163
110
HardieShingleTM
shank x
to 7/1e"
'/1s" WSP
(New HardieShingle®)
'/4
0.215" HD x
wood
attached to
20
121
85 -
156
110
-
40
105
85 -
136
110
_
Panel (straight or half
1'12" long
13.75
structtural
panel
framing per
round installation)
ring shank
ode
code
60
95
- -
123
_
_
nails
only
0090"
Attached
0-15
105
85 -
136
110
-
HardieShinglelm
.
shank x
to
/+s" WSP
(New
HardieShinglee)
+/4
0.215 HD x
13.75
wood
structural
attached to
20
105
- -
136
-
-
40
95
- -
123
-
-
Panel (staggered
1 /2" long
panel
framing per
installation)
ring shank
nails
sheathing
code
only
60
85
- -
110
-
-
0.090"
Attached
0-15
158
143 130
204
185
168
"'
HardieShingle'215"
x shank
k x
to 7/16"
wood
'119" WSP
20
158
139 127
204
179
164
(New HardieShingle®)
114
0. x
8
structural
attached to
40
152
130 120
196
168
155
Panel
11 /2" long
panel
framing per
ring shank
sheathing
code
60
143
124 115
185
160
148
nail
only
0.090"
Attached
0-15
172
156 142
222
201
183
HardieShingle'"'
shank x
to/1s
wood
7/1s" WSP
20
172
151 138
222
195
178
(New HardieShingle®)
114
0.215 HD x
6
structural
attached to
40
165
141 130
213
182
168
Panel
1 /2" long
panel
framing per
ring shank
sheathing
code
60
156
135 126
201
174
163
nail
only
HardieNail
0-15
113
102 93
146
132
120
Studless
7"
Attached
20
113
100 91
146
129
117
Siding
exposure,
to 7/10"
7/,s" WSP
HardleShingleTm
Fastener
nailed at
wood
attached to
40
108
93 86
140
120
110
(New HardieShingle®)
1/4
(TetraGrip),
16" o.c.
structural
framing per
Panel
.117" x
(horizontal)
panel
code
1.125"x.3"
and 7" o.c.
sheathing
(PART
(vertical)
only
60
102
89 -
132
115
-
#650867
Nominal
0-15
168
137 116
217
177
150
0.083"
2x4'or
20
168
137 116
217
177
150
HardieShingle�,
shank x
Min. No.
®
(New HardieShingle)
/<
0.187" HD x
at each
20 ga. x
16
Panel
1112" long
stud'
3.62" x
40
168
126 105
217
163
136
ring shank
1.375"
60
158
116 105
204
150
136
nail2
Metal
C -stud
Nominal
0-15
147
105 85
190
136
110
0.083"
2x4/or
20
137
100 85
177
129
110
HardieShingle,,,,
shank x
Min. No.
®
(New HardieShingle)
�<
0.187" HD x
at each
20 ga. x
24
Panel
11/2" long
stud3
3.62" x
40
126
95 -
163
123
ring shank
1.375"
60
116
89 -
150
115
-
na112
Metal
C -stud
For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s.
'Values are for species of wood having a specific gravity of 0.40 or greater.
2For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfast® nail, ET & F No. AGS -100-0150, head
diameter = 0.313 in., shank diameter = 0.100 in., length = 1.5 in. Metal studs must be maximum Fy = 33 ksi.
3For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM -144-0125,
head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.15 in.,
length = 1.3 in.), Aerosmith SurePin block nail (head diameter= 0.30 in., shank diameter= 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter
= 0.30 in., shank diameter = 0.145 in., length = 1.25 in.) applied at the equivalent fastener or stud spacing.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kr = 1, Kd = 0.85, GCp = 0.18., GCp=-1.4.
5For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as
applicable.
sVasd = nominal design wind speed.
'Van = ultimate design wind speed.
sWind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vase=Van 40.6
10 V = basic design wind speed
11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
12 2018 IBC Section 1609.3.1, Eqn. 16-33, V,,d = V 0.613 Smooth -shank stainless steel nails are outside of the scope of this report.
ESR- 2290 1 Most Widely Accepted and Trusted Page 6 of 31
TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)
2015 IBCIIRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Vun10•"), 2018 IBC
V.sd3,9.12,15)
(Basic Design
Wind Speed, V13•14
PRODUCT
EXPOSURE
EXPOSURE
DIMENSION IN.
FASTENER
FASTENING
FRAME
STUD
BUILDING
CATEGORY
CATEGORY
PRODUCT
TYPE
METHOD
TYPE
SPACING
HEIGHT
THICK.
WIDTH
(IN.)
(FT.)
B C D
B C D
Min.
0-15
168 168 147
217 217 190
ET&F pin
No. 20
0.100"x
ga• x
20
168 168 147
217 217 190
HardiePlank ®
5 /16
4
1.5" x 0.25"
Face Nailed
3.62 x
16
HD
1.375"
40
168 158 137
217 204 177
Metal
60
168 147 126
217 190 163
C -stud
Min.
0-15
168 168 147
217 217 190
ET&F pin
No. 20
0.ga.x
20
168 168 147
217 217 190
HardiePlank®
5116
6
15"1x 0.25"
Face Nailed
3.62"x
16
HD
1.375"
40
168 158 137
217 204 177
Metal
60
168 147 126
217 190 163
C -stud
Min.
0-15
168 168 147
217 217 190
ET&F pin
No. 20
0.100" x
ga. x
20
168 168 137
217 217 177
HardiePlank ®
5 116
,
6 /4
1.5" x 0.25"
Face Nailed
3.62 x
16
HD
1.375"
40
168 158 137
217 204 177
Metal
60
168 147 126
217 190 163
C -stud
Min.
0-15
168 158 126
217 204 163
ET&F pin
No. 20
7114 or
0.100"x
ga•x
20
168 147 126
217 190 163
HardiePlank®
5/16
71/2
1.5" x 0.25"
Face Nailed
3.62 x
16
HD
1.375"
40
168 137 121
217 177 156
Metal
60
168 126 116
217 163 150
C -stud
Min.
0-15
168 147 126
217 190 163
ET&F pin
No. 20
ga.x
20
168 147 126
217 190 163
HardiePlank®
5116
8
1.5" x 0.25„
Face Nailed
3.62" x
16
HD
1.375"
40
168 137 116
217 177 150
Metal
60
168 126 105
217 163 136
C -stud
Min.
0-15
168 147 126
217 190 163
ET&F pin
No. 20
0.100"x
ga•x
20
168 147 116
217 190 150
HardiePlank ®
5/16
,
814
1.5" x 0.25"
Face Nailed
3.62 x
16
HD
1.375"
40
168 131 116
217 169 150
Metal
60
158 126 105
204 163 136
C -stud
Min.
0-15
168 137 116
217 177 150
ET&F pin
No. 20
91/4 or
0.100"x
16
20
168 137 116
217 177 150
HardiePlank6'
S/t6
91I2
1.5" x 0.25"
Face Nailed
3.62" x
40
158 126 105
204 163 136
HD
1.375"
Metal
60
147 116 105
190 150 136
C -stud
Min.
0-15
145 131 119
187 169 154
ET&F pin
No. 20
ga.x
20
145 127 116
187 164 150
HardiePlank®
5116
12
1.5" .„
Face Nailed
3.62" x
16
HD
1.375"
40
139 119 110
179 154 142
Metal
60
131 114 106
169 147 137
C -stud
Min.
0-15
160 137 116
207 177 150
ET&F pin
No. 20
0.100"x
ga• x
20
160 137 116
207 177 150
HardiePlank®
5116
4
1.5" x 0.25"
Face Nailed
3.62 x
24
HD
1.375"
40
154 121 105
199 156 136
Metal
60
145 116 100
187 150 129
C -stud
Min.
0-15
160 137 116
207 177 150
ET&F pin
No. 20
ga.x
20
160 137 116
207 177 150
HardiePlank®
5/16
6
1.5" x 0.25"
Face Nailed
3.62" x
24
HD
1.375"
40
154 121 105
199 156 1 136
Metal
60
145 116 1 100
187 150 1 129
C -stud
ESR- 2290 1 Most Widely Accepted and Trusted Page 7 of 31
TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mt)hl (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Vasd3.9.12.15)
V„it7"'), 2018 IBC
(Basic Design Wind
Speed, V13.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE4,16
FASTENING
METHOD 2
FRAME
TYPE •
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
Min.
0-15
160 137 116
207 177 150
No. 20
20
160 126 110
207 163 142
HardiePlank°
5116
614
ET&F pin
0.100" x 1.5"
Face Nailed
ga. x
3.62" x
24
40
147 121 105
190 156 136
x 0.25" HD
1.375"
Metal
60
137 116 95
177 150 123
C -stud
Min.
No. 20
0-15
160 116 100
207 150 129
20
158 116 95
204 150 123
HardiePlank®
5/,
71/4 or
71/4 ,
7 /z
ET&F pin
0.100" x 1.5"
x 0.25" HD
Face Nailed
ga. x
3.62" x
1.375"
24
40
137 105 89
177 136 115
Metal
60
126 95 89
163 123 115
C -stud
Min.
0-15
160 116 95
207 150 123
No. 20
20
158 116 95
204 150 123
HardiePlanke
5115
8
ET&F pin
0.100"x 1.5"
Face Nailed
ga. x
3.62" x
24
40
137 105 89
177 136 115
x 0.25" HD
1.375"
Metal
60
126 95 85
163 123 110
C -stud
Min.
0-15
158 116 95
204 150 123
No. 20
20
158 105 95
204 136 123
HardiePlank®
5116
8114
ET&F pin
0.100"x 1.5"
Face Nailed
ga. x
3.62" x
24
40
137 100 85
177 129 110
x 0.25" HD
1.375"
Metal
60
126 95 85
163 123 110
C -stud
Min.
0-15
147 105 85
190 136 110
No. 20
20
147 105 85
190 136 110
HardiePlank°
5116
9114 or
9, !2
ET&F pin
0.100" x 1.5"
x 0.25" HD
Face Nailed
ga. x
3.62" x
1.375"
24
0
126 95 85
163 123 110
Metal
260
126 95 -
163 123 -
C -stud
Min.
No. 20
0-15
106 96 87
137 124 112
20
106 93 85
137 120 110
HardiePlank®
5116
12
ET&F pin
0.100" x 1.5"
Face Nailed
ga. x
3.62" x
24
40
102 87 -
132 112 -
x 0.25" HD
1.375"
Metal
60
96 - -
124 - -
C -stud
Min.
0-15
158 126 105
204 163 136
No. 20
20
158 121 100
204 156 129
HardiePlank®
5/16
4
ET&F pin
0.100" x 1.5"
Blind Nailed
ga. x
3.62" x
16
40
147 110 95
190 142 123
x 0.313" HD
1.375"
Metal
60
137 105 95
177 136 123
C -stud
Min.
0-15
158 126 105
204 163 136
No. 20
20
158 121 100
204 156 129
HardiePlank®
5/16
6
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
16
40
147 110 95
190 142 123
x 0.313" HD
1.375"
Metal
60
137 105 95
177 136 123
C -stud
Min.
No. 20
0-15
168 116 100
217 150 129
20
158 116 95
204 150 123
HardiePlank®
5/16
6114
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
16
40
137 105 89
177 136 115
x 0.313" HD
1.375"
Metal
60
126 100 85
163 129 110
C -stud
Min.
No. 20
0-15
147 105 85
190 136 110
20
137 100 85
177 129 110
HardiePlankm
5/18
7 /� or
7 /i
ET&F pin
0.100"x 1.5"
x 0.313" HD
Blind Nailed
ga. x
3.62" x
1.375"
16
40
121 89 -
156 115 -
Metal
60
110 85 -
142 110 -
C -stud
ESR- 2290 I Most Widely Accepted and Trusted Page 8 of 31
TABLE 4 -MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mahl (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
V..d3.0.12,15)
V„ 1t70-11), 2018 IBC
(Basic Design Wind
Speed, V13.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD 2
FRAME
TYPE
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
Min.
No. 20
0-15
137 95 85
177 123 110
20
126 95 -
163 123 -
HardiePlank®
5116
8
ET&F pin
0.100" x 1.5"
Blind Nailed
ga. x
3.62" x
16
40
116 85 -
150 110 -
x 0.313" HD
1.375"
Metal
60
105 85 -
136 110 -
C -stud
Min.
No. 20
0-15
137 95 -
177 123 -
20
126 95 -
163 123 -
HardiePlank®
5116
8114
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
16
40
116 85 -
150 110 -
x 0.313" HD
1.375"
Metal
60
105 - -
136 - -
C -stud
Min.
No. 20
0-15
158 110 95
204 142 123
20
147 105 85
190 136 110
HardiePlank®
5116
4
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
24
40
126 95 85
163 123 110
x 0.313" HD
1.375"
Metal
60
121 95 -
156 123 -
C -stud
'Min.
No. 20
0-15
158 110 95
204 142 123
20
147 105 85
190 136 110
HardiePlank®
5116
6
ET&F pin
0.100" x 1.5"
Blind Nailed
ga. x
3.62" x
24
40
126 95 85
163 123 110
x 0.313" HD
1.375"
Metal
60
121 95 -
156 123 -
C -stud
1
Min.
No. 20
0-15
147 105 85
190 136 110
20
137 100 85
177 129 110
HardiePlank°
5116
6114
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
24
40
126 95 -
163 123 -
x 0.313" HD
1.375"
Metal
60
105 89 -
136 115 -
C -stud
1
Min.
No. 20
0-15
137 95 85
177 123 110
20
126 95 -
163 123 -
HardiePlank®
5116
7114 or
7112
ET&F pin „
0.100" x 1.5
x 0.313" HD
Blind Nailed
ga. x
3.62 x
1.375"
24
40
116 85 -
150 110 -
Metal
60
105 85 -
136 110 -
C -stud
Min.
No. 20
0-15
126 85 -
163 110 -
20
116 85 -
150 110 -
HardiePlank°
5116
8
ET&F pin
0.100" x 1.5"
Blind Nailed
ga. x
3.62" x
24
40
100 - -
129 - -
x 0.313" HD
1.375"
Metal
60
95 - -
123 - -
C -stud
Min.
No. 20
0-15
116 - -
150 - -
20
105 - -
136 - -
HardiePlane
5116
8114
ET&F pin
0.100"x 1.5"
Blind Nailed
ga. x
3.62" x
24
40
95 - -
123 - -
x 0.313" HD
1.375"
Metal
60
85 - -
110 - -
C -stud
0-15
170 170 158
219 219 204
HardiePlank®
5116
5114
6d common
Face Nailed
plank Through
overlap
wood
16
20
170 169 154
219 218 199
40
170 157 145
219 203 187
60
170 151 140
219 194 180
0-15
170 155 141
219 200 182
HardiePlank°
5116
6114
6d common
Face Nailed
plank Through
overlap
wood
16
20
170 151 138
219 195 178
40
164 140 130
218 181 167
60
155 135 125
207 174 161
ESR- 2290 I Most Widely Accepted and Trusted Page 9 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPASURF CATFrnRV lmnhl ICnn+ineiaell
2015 IBCIIRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
VUH10.11), 2018 IBC
(Basic Design Wind
Speed, V13'14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD
FRAME
TYPE
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
0-15
156 142 129
202 183 166
HardlePlank®
5/16
71/4
6d common
Face Nailed
Throuplough wood
overlap
16
20
156 138 126
202 178 162
40
150 128 118
193 165 153
60
142 123 114
183 159 147
0-15
153 139 126
197 179 163
HardiePiank®
5 11
7'/2
6d common
Face Nailed
plank Through
overlap
wood
16
20
153 135 123
197 174 159
40
147 125 116
190 162 150
60
139 120 112
179 155 144
0-15
147 134 121
190 172 157
HardiePlanlc®
s/,s
8
6d common
Face Nailed
TREa�kh
overlap
Wood
16
20
147 130 118
190 168 153
40
141 121 111
182 156 144
60
134 116 108
172 150 139
0-15
145 131 119
187 169 154
HardiePlauk®
s /,s
,
81a
6d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
145 127 116
187 165 150
40
139 119 110
179 153 141
60
131 114 106
169 147 136
0-15
135 123 111
175 158 144
HardiePlank®
S/ss
91/a
6d common
Face Nailed
plank Through
overlap
wood
20
135 119 109
175 154 141
40
130 111 102
168 143 132
60
123 106 99
158 137 128
0-15
133 121 110
172 156 142
HardiePlank®
5/18
91/2
6d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
133 117 107
172 152 138
40
128 109 101
165 141 130
60
121 105 97
156 135 126
0-15
156 142 129
201 183 166
HardiePlank°
5/,s
5'/4
6d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
156 138 126
201 178 162
40
150 128 118
193 165 153
60
142 123 114
183 159 147
0-15
140 127 115
180 164 149
HardiePlanlc®
s /,s
6, /a
6d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
140 123 112
180 159 145
40
134 115 106
173 148 137
60
127 110 102
164 142 132
0-15
127 116 105
165 149 136
HardiePlank°
sThrough
l,s
71/4
6d common
Face Nailed
plank
overlap
2X4
wood
24
20
127 112 103
165 145 132
40
122 105 97
158 135 125
60
116 100 93
149 130 120
0-15
125 113 103
161 146 133
HardiePlanlc®
s I,s
,
7 /z
6d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
125 110 100
161 142 130
40
120 102 95
155 132 122
60
113 98 91 1
146 127 1 118
ESR- 2290 1 Most Widely Accepted and Trusted Page 10 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY tmnhl (Cnnfin„arll
2015 IBCIIRC. 2018
2012 IRC, 2009 IRC and 2012 IBC
IBCIIRC, 2006 (Ultimate Design
IBCIIRC Wind Speed,
(Basic Wind Speed, V„nSD '), 2018 IBC
Vnds,9,12.15) (Basic Design Wind
Speed, Y 3.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD
FRAME
TYPE
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE EXPOSURE
CATEGORY CATEGORY
THICK.
WIDTH
B C D B C D
0-15
120 109 99 155 141 128
HardiePlank®
5116
8
6d common
Face Nailed
Througplank h
overlap
wood
24
20
120 106 97 155 137 125
40
115 99 91 149 127 1 117
60
109 95 88 141 122 113
0-15
118 107 97 152 138 126
HardiePlank®
5/1s
8114
6d Gammon
Face Nailed
plank
overlap
wood
24
20
118 104 95 152 134 123
40
113 97 89 146 125 115
60
107 93 86 138 120 111
0-15
110 100 91 142 129 117
HardiePlank®
5116
91/4
6d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
110 97 89 142 12fi 115
40
106 91 - 137 117 "
60
100 87 - 129 112 -
0-15
109 99 90 140 127 116
HardiePlank®
5/16
9112
6d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
109 96 87 140 124 113
40
104 89 - 135 115 "
60
99 85 - 127 110 -
0-15
170 170 170 219 219 219
HardiePlank®
s /1s
5, la
8d common
Face Nailed
Through
plank
overlap
2X4
woad
16
20
170 170 170 219 219 219
40
170 170 170 219 219 219
60
170 170 170 219 219 219
0-15
170 170 170 219 219 219
HardiePlank®
5116
6114
8d common
Face Nailed
Througplank h
overlap
wood
16
20
170 170 170 219 219 219
40
170 170 161 219 219 208
60
170 168 156 219 217 201
0-15
170 170 160 219 219 207
HardiePlank®
5/16
7114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
170 170 157 219 219 203
40
170 160 147 219 207 190
60
170 153 142 219 198 183
0-15
170 170 157 219 219 203
Hard!ePlank®
5/16
7112
8d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
170 168 154 219 217 199
40
170 157 145 219 203 187
60
170 150 139 219 194 179
0.15
170 167 151 219 216 195
HardiePlank ®
s 116
8
8d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
170 162 148 219 209 191
40
170 151 139 219 195 179
60
167 144 1 134 216 186 173
0.15
170 164 149 219 212 192
HardiePlank®
5/1e
81l4
8d common
Face Nailed
Through
overlap
wood
16
20
170 159 145 219 205 187
40
170 148 137 219 191 177
60
164 1 142 1 132 1 212 1 183 1 170
ESR- 2290 1 Most Widely Accepted and Trusted Page 11 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mahl (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009 IRC and 2012 IBC
(BCIIRC, 2006 (Ultimate Design
IBC/IRC Wind Speed,
(Basic Wind Speed, V,11111-71), 2018 IBC
Vasd3'9'12.1S) (Basic Design Wind
Speed, V13.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD 2
FRAME
TYPE
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE EXPOSURE
CATEGORY CATEGORY
THICK.
WIDTH
B C D B C D
0-15
169 153 139 218 198 179
HardiePlank®
5/16
9114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
169 149 136 218 192 176
40
162 138 128 209 178 165
60
153 133 123 198 172 159
0-15
166 151 137 214 195 177
HardiePlane
5/16
91/2
8d common
Face Nailed
Through
plank
overlap
2X4
wood
16
20
166 146 134 214 188 173
40
159 136 126 205 176 163
60
151 131 121 195 169 156
0-15
160 145 132 207 187 170
HardiePlank®
5116
51/4
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
160 141 129 207 182 167
40
154 131 121 199 169 156
60
145 126 117 187 163 151
0-15
160 145 132 207 187 170
HardiePlank°
5/16
6114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
160 141 129 207 182 167
40
154 131 121 199 169 156
60
145 126 117 187 163 151
0-15
159 144 131 205 186 169
HardiePlank°
5116
6114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
159 140 128 205 181 1 fi5
40
153 130 120 198 168 155
60
144 125 116 186 161 150
0-15
156 141 128 201 182 165
HardiePlank®
5/16
7112
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
156 137 125 201 177 161
40
150 128 118 194 165 152
60
141 123 114 182 159 147
0-15
150 136 123 194 176 159
HardiePlank®
5/16
8
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
150 132 121 194 170 156
40
144 123 113 186 159 146
60
136 118 109 176 152 141
0-15
147 134 121 190 173 156
HardiePlank®
5116
8114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
147 130 118 190 168 152
40
141 121 111 182 156 143
60
134 116 108 173 150 139
0-15
138 125 113 178 161 146
HardiePlank®
VII,
9114
8d common
Face Nailed
Through
plank
overlap
2X4
wood
24
20
138 121 111 178 156 143
40
132 113 104 170 146 134
60
125 108 101 161 139 130
0-15
136 123 112 176 159 145
HardiePlank°
5/16
91/2
8d common
Face Nailed
Through
overlap
wood
24
20
136 120 109 176 155 141
40
130 111 103 168 143 133
60
123 107 99 159 1 138 128
ESR- 2290 I Most Widely Accepted and Trusted Page 12 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBC/IRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
V:,d3•'•u.'5)
Vuit1"'), 2018 IBC
(Basic Design Wind
$ eed %13.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE 4.10
FASTENING
METHOD 2
FRAME
TYPE M
STUD
SPACING
(IN)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
Min.
0-15
168 168 137
217 217 177
No. 8-18,
No. 20
20
168 158 137
217 204 177
HardlePlank°
5116
4
1-51a" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 147 131
217 190 169
head screw
Metal
60
168 137 126
217 177 163
C -stud
No. 8-18,
Min.
No. 20
0-15
168 168 137
217 217 177
20
168 158 137
217 204 177
HardiePlank®
5116
6
1518" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 147 131
217 190 169
head screw
Metal
60
168 137 126
217 177 163
C -stud
Min.
0-15
168 168 137
217 217 177
No. 8-18,
No. 20
20
168 158 137
217 204 177
HardiePlank®
5116
6114
1518" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 147 126
217 190 163
head screw
Metal
60
168 137 121
217 177 156
C -stud
No. 8-18,
Min.
No. 20
0-15
168 147 126
217 190 163
20
168 147 121
217 190 156
HardiePlank®
5118
7 1 or
7 !z
15/e" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 131 116
217 169 150
head screw
Metal
60
168 126 105
217 163 136
C -stud
Min.
0-15
168 147 126
217 190 163
No. 8-18,
No. 20
20
168 147 121
217 190 156
HardiePlank®
5116
8
1-51a" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 131 116
217 169 150
head screw
Metal
60
158 126 105
204 163 136
C -stud
No. 8-18,
Min.
No. 20
0-15
168 147 126
217 190 163
20
168 137 121
217 177 156
HardiePlank®
5118
8114
1-5/s" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
168 131 116
217 169 150
head screw
Metal
60
158 121 105
204 156 136
C -stud
No. 8-18,
Min.
No. 20
0-15
168 137 116
217 177 150
20
168 131 110
217 169 142
HardlePlank®
5/16
1
9 or
1
9 /z
15/a" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
158 121 105
204 156 136
head screw
Metal
60
147 116 100
190 150 129
C -stud
No. 8-18,
Min.
No. 20
0-15
168 126 105
217 163 136
20
168 121 95
217 156 123
HardiePlank®
5116
12
1518" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
16
40
137 110 95
177 142 123
head screw
Metal
60
137 105 89
177 136 115
C -stud
No. 8-18,
Min.
No. 20
0-15
160 137 116
207 177 150
20
160 137 116
207 177 150
HardiePlank®
5116
4
1518" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
24
40
155 126 110
200 163 142
head screw
Metal
60
145 116 105
187 150 136
C -stud
Min.
0-15
160 137 116
207 177 150
No. 8-18,
No. 20
20
160 137 116
207 177 150
HardiePlank®
5116
6
1-5/e" long x
0.323" HD
ribbed bugle
Face
Screwed
ga. x
3.62" x
1.375"
24
40
154 126 110
199 163 142
head screw
Metal
60
145 116 105
187 150 136
C -stud
ESR- 2290 1 Most Widely Accepted and Trusted Page 13 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR FYPn-qt IRF ceTcr_nav r",,..R► rr,,...:.......,,
2015 IBCIIRC. 2018
2012 IRC, 2009 IRC and 2012 IBC
IBC/IRC, 2006 (Ultimate Design
IBCIIRC Wind Speed,
(Basic Wind Speed, vult "), 2018 IBC
vasd3.2.12.15) (Basic Design Wind
Speed, v13,14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
a 1a
TYPE '
FASTENING
METHOD 2
FRAME
TYPE 18
STUD
SPACING
(IN)
BUILDING
HEIGHT
(FT.)
EXPOSURE EXPOSURE
CATEGORY CATEGORY
THICK.
WIDTH
g C D B C D
No. 8-18, 1-
Min.
No. 20
0-15
160 145 116 207 187 150
20
160 141 110 207 182 142
HardiePlank®
S/ss
6'/4
5/s' long x
0.323" HD
ribbed bugle
head screw
Face
Screwed
ga� x
3.62" x
1.375"
Metal
24
40
154 131 105 199 169 136
60
145 126 100 187 163 129
C -stud
No. 8-18, 1-
Min.
No. 20
0-15
160 126 105 207 163 136
20
160 121 105 207 156 136
HardiePlank®
5/16
71/4 or
71/2
5/a" long x
0.323" HD
ribbed bugle
head screw
Face
Screwed
ga. x
3.62" x
1.375"
Metal
24
40
147 110 95 190 142 123
60
137 105 95 177 136 123
C -stud
1
No. 8-18, 1-
Min.
No. 20
0-15
160 126 105 207 163 136
20
160 121 100 207 156 129
HardiePlank®
5/16
8
5/8" long x
0.323" HD
ribbed bugle
head screw
Face
Screwed
ga. x
3.62" x
1.375"
Metal
24
40
147 110 95 190 142 123
60
137 105 89 177 136 115
C -stud
No. 8-18, 1-
Min.
No. 20
0-15
160 121 105 207 156 136
20
160 121 100 207 156 129
HardiePlanlce
5116
8'/4
5/e" long xFace
0.323" HD
ribbed bugle
head screw
Screwed
ga. x
3.62" x
1.375"
Metal
24
40
137 105 95 177 136 123
60
131 100 89 169 129 115
C -stud
No. 8-18, 1-
Min.
No. 20
0-15
158 116 95 204 150 123
20
158 110 95 204 142 123
HardiePlank®
5 /,8
9'/4or
91/2
5/s" long x
0.323 HD
ribbed bugle
head screw
Face
Screwed
ga. x
3.62 x
1.375"
Metal
24
40
137 100 89 177 129 115
60
126 95 85 163 123 110
C -stud
1
0-15
163 148 134 210 191 173
No. 11
Blind Nailed
20
163 143 131 210 185 169
HardiePlank®
s /,s
5, /a
gauge, 1.25"
long roofing
nail
Through top
edge of
plank
2X4
wood
16
40
156 133 123 202 172 159
60
148 128 119 191 165 154
0-15
146 132 120 188 171 155
No. 11
Blind Nailed
20
146 128 117 188 166 151
HardiePlank®
5 /,s
6, /4
gauge, 1.25"
long roofing
nail
Through top
edge of
plank
2X4
wood
16
40
140 119 110 180 154 142
60
132 115 106 171 148 137
0-15
133 121 110 172 156 142
No. 11
Blind Nailed
20
133 117 107 172 151 138
HardiePEank®
s /sa
7, I4
gauge, 1.25"
tong roofing
nail
Through top
edge of
plank
2X4
woad
16
40
128 109 101 165 141 130
60
121 105 97 156 135 126
0-15
130 118 107 168 152 138
No. 11
Blind Nailed
20
130 115 105 168 148 135
HardiePlank®
5 /,s
7, /z
gauge, 1.25"
long roofing
nail
Through top
edge of
plank
2X4
wood
16
40
125 107 99 161 138 127
60
118 102 95 152 132 123
0-15
125 114 103 162 147 133
No. 11
Blind Nailed
20
125 110 101 162 143 130
HardiePlank ®
5 /,e
8
gauge, 1.25"
long roofing
nail
Through top
edge of
plank
2X4
wood
16
40
120 103 95 155 133 122
60
114 99 91 147 127 118
ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBC/IRC
Wind Speed,
(Basic Wind Speed,
VMCI 3.9^2.'5)
VultS"'), 2018 IBC
(Basic Design Wind
Speed, V13.14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD 2
FRAME
TYPE
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
0-15
123 112 101
159 144 131
HardiePlank®
5/16
8114
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
123 108 99
159 140 128
40
118 101 93
152 130 120
60
112 97 90
144 125 116
0-15
115 104 95
148 135 122
HardiePlank®
5 !,s
9, /a
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
115 101 93
148 131 119
40
110 94 87
142 122 112
60
104 90 -
135 117 -
0-15
113 103 93
146 133 121
HardiePlane
5/16
9112
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
113 100 91
146 129 118
40
109 93 86
140 120 111
60
103 89 -
133 115 107
0-15
133 121 110
172 156 141
HardiePlank°
5 lis
,
51a
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
133 117 107
172 151 138
40
128 109 101
165 141 130
60
121 105 97
156 135 125
0-15
119 108 98
153 139 126
HardiePlank®
5,
!1s
6 la
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
119 105 96
153 135 124
40
114 98 90
147 126 116
60
108 94 87
139 121 112
0-15
108 98 89
140 127 115
HardiePlane
5116
71/4
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
108 96 87
140 123 113
40
104 89 -
134 115 -
60
98 85 -
127 110 -
0-15
106 96 88
137 125 113
HardiePlank®
5 1,6
,
712
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
106 94 86
137 121 110
40
102 87 -
132 113 _
60
96 - -
125 108 -
0-15
102 93 -
132 120 -
HardiePlank®
5 lis
8
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
102 90 -
132 116 -
40
98 - _
127 - -
60
93 - -
120 - -
0-15
100 91 -
129 117 -
HardiePlane
5116
81!4
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
100 88 -
129 114 -
40
96 - -
124 - -
60
91 - -
117 - -
0-15
94 85 -
121 110 -
HardiePlank ®
6116
,
9 /a
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
94 - -
121 107 -
40
90 - _
116 - _
60
85 - -
110 - -
ESR- 2290 1 Most Widely Accepted and Trusted Page 15 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBCIIRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Visd3.9.12.15)
Vol" 1), 2018 IBC
(Basic Design Wind
Speed, V,3.14
PRODUCT
PRODUCT
DIMENSION
IN.
FASTENER
TYPE 4.15
FASTENING
METHOD
FRAME
TYPE1A
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
0-15
93 - -
119 -
HardiePlank®
5/16
9+/2
No. 11
gauge, 1.25"
long roofing
nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
93 - -
119 - -
40
89 - -
115 - -
60
- - -
- - -
0-15
170 170 1666
219 219 214
Hard€ePlank®
5/16
5+/4
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
170 170 162
219 219 209
40
170 165 153
219 213 197
60
170 158 147
219 205 190
0-15
170 164 149
219 211 192
Hard€ePlank®
5/16
6+/4
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
170 159 145
219 205 187
40
170 148 137
219 191 176
60
164 142 132
211 183 170
0-15
164 149 136 1
212 193 175
HardiePlank®
5116
7+/4
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
164 145 132
212 187 171
40
158 135 125
204 174 161
60
149 129 120
193 167 155
0-15
161 1466 133
1 208 189 172
HardiePlank®
5116
71/2
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
161 142 130
208 183 167
40
155 132 122
200 171 158
60
146 127 118
189 164 152
0-15
155 141 128
200 182 165
HardiePlank®
5/+6
8
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
155 137 125
200 176 161
40
149 127 117
192 164 152
60
141 122 113
182 157 146
0-15
152 138 126
197 178 162
Hard€ePlank®
5/1s
8+/4
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
152 134 123
197 173 158
40
146 125 115
189 161 149
60
138 120 111
178 155 144
0-15
142 129 117
184 167 152
Hard€ePlank®
5/15
91/4
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
142 126 115
184 162 148
40
137 117 108
176 151 139
60
129 112 104
167 145 134
0-15
140 127 116
181 164 149
HardiePlank°
5/16
g+/Z
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
16
20
140 124 113
181 160 146
40
135 115 106
174 148 137
60
127 110 102
164 142 132
0-15
164 149 136
212 193 175
HardiePlank®
5/16
5114
No. 11
gauge, 1.75
inchlong
roofing Nail
Blind Nailed
Through top
edge of
plank
2X4
wood
24
20
164 145 132
212 187 171
40
158 135 125
204 147 161
60
149 129 120
193 167 155
ESR- 2290 1 Most Widely Accepted and Trusted Page 16 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBC/lRC, 2006
(Ultimate Design
IBC11RC
Wind Speed,
(Basic Wind Speed,
V11l176''), 2018 IBC
Vasd3.9,12.15)
(Basic Design Wind
Speed, V13,14
PRODUCT
STUD
BUILDING
EXPOSURE
EXPOSURE
PRODUCT
DIMENSION IN.
FASTENER
FASTENING
FRAME
SPACING
HEIGHT
CATEGORY
CATEGORY
TYPE 4.16
METHOD
TYPE''6
THICK.
WIDTH
(IN.)
(FT.)
B C D
B C D
0-15
147 134 121
190 172 157
No. 11
Blind Nailed
HardiePlank®
5116
6114
gauge, 1.75
Through top
2X4
24
20
147 130 118
190 168 153
40
141 121 111
182 156 144
inchlong
edge of
wood
roofing Nail
plank
60
134 116 108
172 150 139
0-15
134 122 111
173 157 143
No. 11
gauge, 1.75
Blind Nailed
Through top
2X4
20
134 118 108
173 153 140
HardiePlank®
5116
7114
inchlong
edge of
wood
24
roofing Nail
plank
40
129 110 102
166 142 131
60
122 106 98
157 136 127
0-15
132 119 109
170 154 140
No. 11
Blind Nailed
HardiePlank®
5116
71/2
gauge, 1.75
Through top
2X4
24
20
132 116 106
170 150 137
40
126 108 100
163 139 129
inchlong
edge of
wood
roofing Nail
plank
60
119 104 96
154 134 124
0-15
127 115 104
163 148 135
No. 11
gauge, 1.75
Blind Nailed
Through top
2X4
20
127 112 102
163 144 132
HardiePlank®
5116
8
inchlong
edge of
wood
24
roofing Nail
plank
40
122 104 96
157 134 124
60
115 100 93
148 129 120
0-15
124 113 102
161 146 132
No. 11
Blind Nailed
HardiePlank®
5116
81/4
gauge, 1.75
Through top
2X4
24
20
124 110 100
161 142 129
40
119 102 94
154 132 122
inchlong
edge of
wood
roofing Nail
plank
60
113 98 91
146 126 117
0-15
116 106 96
150 136 124
5116
No. 11
gauge, 1.75
Blind Nailed
Through top
2X4
20
116 103 94
150 133 121
HardiePlank®
9114
inchlong
edge of
wood
24
roofing Nail
plank
40
112 95 88
144 123 114
60
106 92 85
136 118 110
0-15
114 104 94
148 134 122
No. 11
Blind Nailed
HardiePlankm
5116
g+/2
gauge, 1.75
Through top
2X4
24
20
114 101 92
148 130 119
40
110 94 87
142 121 112
inchlong
edge of
wood
roofing Nail
plank
60
104 90 -
134 116 -
No. 8 x 1114
Min.
0-15
168 168 137
217 217 177
in. long x
No. 20
HardiePlank®
6/1s4
0.375 in. HD
Blind
ga. x
3.62" x
16
20
168 158 137
217 204 177
40
168 147 126
217 190 163
ribbed
Screwed
1.375"
waferhead
Metal
60
168 137 121
217 177 156
screws
C -stud
No. 8 x 1114
Min.
0-15
168 168 137
217 217 177
in. long x
No. 20
0.375 in. HD
Blind
a.x
20
168 158 137
217 204 177
HardiePlank®
5116
g
ribbed
Screwed
3.62"
16
waferhead
1.375"
40
168 147 126
217 190 163
Metal
60
168 137 121
217 177 156
screws
C-stud
No. 8 x 1114
Min.
0-15
168 158 142
217 204 183
in. long x
No. 20
HardiePlank®
5/16
6114
0.375 in. HD
Blind
ga. x
3.62" x
16
20
168 158 131
217 204 169
40
168 147 126
217 190 163
ribbed
Screwed
1.375"
waferhead
Metal
60
158 137 121
204 177 156
screws
C -stud
ESR- 2290 1 Most Widely Accepted and Trusted Page 17 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBCIIRC. 2018
2012 IRC, 2009 IRC and 2012 IBC
IBC/IRC, 2006 (Ultimate Design
IBC/IRC Wind Speed,
(Basic Wind Speed, V„ «t0•"), 2018 IBC
Vesd�91275) (Basic Design Wind
Speed, Vt2.0
PRODUCT
STUD
BUILDING
EXPOSURE EXPOSURE
PRODUCT
DIMENSION
IN.
FASTENER
FASTENING
FRAME
SPACING
HEIGHT
CATEGORY CATEGORY
THICK.
WIDTH
B C D B C D
TYPE 4,18
METHOD 2
TYPE
(IN.)
(FT.)
No. 8 x 1114
Min.
0-15
168 152 126 217 196 163
in. long x
No. 20
71/4 or
0.375 in. HD
Blind
ga. x
20
168 147 116 217 190 150
HardiePlank®
5/,s
7'!z
ribbed
Screwed
3.62" x
16
1.375"
40
168 137 116 217 177 150
waferhead
Metal
Metal
screws
60
158 126 110 204 163 142
No. 8 x 1114
Min.
0-15
168 147 116 217 190 150
No. 20
20
168 137 116 217 177 150
in. long x
0.375 in. HD
Blind
ga. x
HardiePlank®
5116
8
3.62" x
16
40
158 126 105 204 163 136
ribbed
Screwed
1.375'
waferhead
Metal
60
147 121 105 190 156 136
screws
C -stud
No. 8 x 1114
Mtn.
0-15
168 142 121 217 183 156
in. long x
No. 20
0.375 in. HD
Blind
ga. x
20
168 137 116 217 177 150
HardiePlank®
5116
8114
3.62" x
16
40
158 126 110 204 163 142
ribbed
Screwed
1375"
waferhead
Metal
60
147 116 105 190 150 136
screws
stud
No. 8 x 1114
Min.
0-15
168 137 116 217 177 150
in. long x
No. 20
9114 or
0.375 in. HO
Blind
ga. X
20
168 126 105 217 163 136
HardiePlank®
5116
3.62" x
16
40
158 116 105 204 150 136
9112
ribbed
Screwed
1.375"
waferhead
Metal
60
137 110 100 177 142 129
screws
C -stud
No. 8 x 1114
Min.
0-15
160 137 116 207 177 150
in. long x
No. 20
0.375 in. HD
Blind
ga. x
20
160 131 110 207 169 142
HardlePlank®
5/16
4
3.62" x
24
40
152 121 105 196 156 136
ribbed
Screwed
1.375"
waferhead
Metal
60
145 116 100 187 150 129
screws
C -stud
No. 8 x 11/4
Mtn.
0-15
160 137 116 207 177 150
in. long x
No. 20
0.375 in. HD
Blind
ga. x
20
160 131 110 207 169 142
HardiePlanke
5/1s
6
3.62" x
24
40
152 121 105 196 156 136
ribbed
Screwed
1.375"
waferhead
Metal
60
145 116 100 187 150 129
screws
C -stud
No. 8 x 1114
Mtn.
0-15
160 137 116 207 177 150
in. long x
No. 20
0.375 in. HD
Blind
ga. x
20
160 131 105 207 169 136
HardiePlank®
5116
6114
3.62" x
24
40
154 121 105 199 156 136
ribbed
Screwed
1.375"
waferhead
Metal
60
145 116 100 187 150 129
screws
C -stud
No. 8 x 1114
Min.
0-15
160 126 105 207 163 136
in. long x
No. 20
7114 or
0.375 in. HD
Blind
ga. x
20
160 116 100 207 150 129
HardlePlank®
51,6
7112
ribbed
Screwed
3.62" x
24
1.375"
40
147 105 89 190 136 115
waferhead
Metal
60
137 89 89 177 115 115
screws
C -stud
No. 8 x 11/4
Mtn.
0-15
160 121 100 207 156 129
in. long x
No. 20
0.375 in. HD
Blind
ga. x
20
158 116 100 204 150 129
HardiePlank®
5116
8
3.62" x
24
40
142 105 89 183 136 115
ribbed
Screwed
1.375"
waferhead
Metal
60
131 100 89 169 129 115
screws
stud
No. 8 x 1114
Min.
0-15
160 121 100 207 156 129
in. long x
No. 20
0375 inHD
Blind
ga. x
20
158 116 100 204 150 129
HardiePlank®
5/16
81/4
..
3.62" x
24
40
142 105 89 183 136 115
ribbed
Screwed
1.375"
waferhead
Metal
60
126 100 89 163 129 115
screws
C -stud
ESR- 2290 1 Most Widely Accepted and Trusted Page 18 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
V:sc1391215)
V„ttt0 1), 2018 IBC
(Basic Design Wind
Speed, V13•14
PRODUCT
PRODUCT
DIMENSION
IN.
FASTENER
TYPE 4,15
FASTENING
METH002
FRAME
TYPE •
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
HardiePlank®
5/16
9114 or
91/2
No. 8 x 1114
in. long x
0.375 in. HD
ribbed
waferhead
screws
Blind
Screwed
Min.
No. 20
ga. x
3.62" x
1.375"
Metal
C -stud
24
0-15
158 116 95 1
204 150 123
20
147 105 89
190 136 115
40
131 95 85
169 123 110
60
121 89 85
156 115 110
6d-2 inch
0-15
141 128 116
182 165 150
HardiePlank®
5/,s
51/4
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
141 124 114
182 160 147
40
135 116 107
174 150 138
60
128 111 103
165 143 133
siding nail
6d-2 inch
0-15
126 114 104
163 147 134
HardiePlank ®
5/16
1
6 /4
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
126 111 102
163 143 132
40
121 103 96
156 133 124
60
114 99 92
147 128 119
siding nail
6d-2 inch
0-15
115 104 95
148 134 123
HardiePlanka'
s /16
7 /4
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
115 102 93
148 132 120
40
110 94 87
142 121 112
60
104 91 -
134 117 -
siding nail
6d-2inch
0-15
113 102 93
146 132 120
HardiePlank®
S/,s
71/2
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
113 99 91
146 128 117
40
108 93 85
139 120 110
60
102 89 -
132 115 -
siding nail
HardiePlank®
s /1s
8
6d-2 inch
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
0-15
109 99 90
141 128 116
20
109 96 87
141 124 112
40
104 89 -
134 115 -
60
99 85 -
128 110
siding nail
HardiePlank®
s /16
8 14
6d-2 inch
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge
p plank f
2 x 4
wood
16
0-15
107 97 88
138 125 114
20
107 94 86
138 121 111
40
102 88 -
132 114 -
60
97 - -
125 - -
siding nail
6d-2 inch
0-15
100 90 -
129 116 -
HardiePlank®
5116
9'la
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
100 88 -
129 114 -
40
96 - -
124 - -
60
90 - -
116 -
siding nail
6d-2 inch
0-15
98 89 -
127 115 -
HardiePlane
s 116
1
9 /2
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
16
20
98 87 -
127 112 -
40
94 - -
121 - -
60
89 - -
115 - -
siding nail
ESR- 2290 I Most Widely Accepted and Trusted Page 19 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009 IRC and 2012 IBC
(BC/IRC, 2006 (Ultimate Design
IBC/IRC Wind Speed,
(Basic Wind Speed, Vutt'"'), 2018 IBC
V85d3'9'12,15) (Basic Design Wind
Speed, V13.14
PRODUCT
PRODUCT
DIMENSION
IN.
FASTENER
TYPE
FASTENING
METHOD
FRAME
TYPEI-13
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE EXPOSURE
CATEGORY CATEGORY
THICK.
WIDTH
B C D B C D
6d-2 inch
0-15
115 104 95 148 134 123
HardiePlank"
5/16
5114
long X 0.093
inch shank X
0.222 inch
head
diameter
siding nail
Blind Nailed
Through top
edge of
plank
2 x 4
wood
24
20
115 102 93 148 132 120
40
110 94 87 142 121 112
60
104 91 - 134 117 -
6d-2 inch
0-15
103 93 - 133 120 -
HardlePlank"
5/16
6114
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
24
20
103 91 - 133 117 -
40
99 - - 128 - -
siding nail
60
93 - - 120 - -
6d-2 inch
0-15
94 85 - 121 110 -
HardlePlank ®
5 /16
1
7 /a
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge
p plank f
2 x 4
wood
24
20
94 - - 121 - -
40
90 - - 116 - -
siding nail
60
85 - - 110 - -
6d-2 inch
0-15
92 - - 119 - -
HardlePlank ®
s 116
,
7 /2
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
24
20
92 - - 119 - -
40
88 - - 114 - -
siding nail
60
- - - - - -
6d-2 inch
0-15
89 - - 115 - -
HardiePlank"
5/16
8
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
24
20
89 - - 115 - -
40
85 - - 110 - -
siding nail
60
- - - - - -
6d-2 inch
0-15
87 - - 112 - -
Hard!ePlank ®
5 116
,
8 /4
long X 0.093
inch shank X
0.222 inch
head
diameter
Blind Nailed
Through top
edge of
plank
2 x 4
wood
24
20
87 - - 112 - -
40
- - - - - -
siding nail
60
- - - - - -
0-15
153 138 126 198 178 163
HardlePlank®
5/16
58114
0.092"
shank X
0.222" HD X
2.5" long
galy. nail
face nailed
through
plank
overlap
2 x 4
wood
16
20
153 135 123 198 174 159
40
146 125 116 188 161 150
60
138 120 112 178 155 145
0-15
143 130 118 185 168 152
HardiePlank"
5/16
9114
0.092"
shank X
0.222" HD X
2.5" long
gaiv. nail
face nailed
through
ovlea i P
2 x 4
wood
16
20
143 126 115 185 163 148
40
137 117 108 177 151 139
60
130 113 105 1 168 146 136
ESR- 2290 1 Most Widely Accepted and Trusted Page 20 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
ERC and 2012 IBC
IBC/IRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Vuda.9.1�,1S)
Wit 10-11). 2018 IBC
(Basic Design Wind
Speed, V13'14
PRODUCT
PRODUCT
DIMENSION
IN.
FASTENER
TYPE
FASTENING
METHOD 2
FRAME
TYPEI-8
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B I C D
0-15
141 128 116
182 165 150
0.092"
20
141 124 113
182 160 146
shank X
face nailed
HardiePlank"
5116
9115
0.222" HD
through plank
2 x 4 wood
16
40
135 116 107
174 150 138
X 2.5" long
overlap
gale. nail
60
128 111 103
165 143 133
0-15
123 112 101
159 144 131
0.092"
20
123 108 99
159 140 128
shank X
face nailed
HardiePlank"
5116
12
0.222" HD
X 2.5" long
through plank
overlap
2 x 4 wood
16
40
118 101 934
152 130 120
galy. nail
60
112 97 90
144 125 116
8d ring
0-15
203 184 167
262 238 216
HardiePlank®
5116
5$'14
shank box
nail, 0.113"
shank X
face nailed
through plank
overlap
2 x 4
WO°d6
16
20
203 179 163
262 231 210
40
194 166 153
250 214 198
60
184 159 148
238 205 191
X 2.375" L
8d ring
0-15
166 151 137
214 195 177
20
166 146 134
214 188 173
HardiePlank"
5116
58114
shank box
nail, 0.113"
shank X
shah X
face nailed
through plank
overlap
2 x 4 woods
24
40
159 136 126
205 176 163
60
151 131 121
195 169 156
X 2.375" L
0-15
151 137 125
195 177 161
0.092"
20
151 133 122
195 172 158
HardiePlank°
5116
58114
shank X
0.222" HD
X 2" long
face nailed
through plank
overlap
2 x 45
WOOd
16
40
145 124 115
187 160 148
galy. nail
60
137 119 111
177 154 143
0-15
187 170 154
241 219 199
0.092"
20
187 165 151
241 213 195
HardiePlank®
5/16
581/4
shank X
0.222" HD
X 2.5" long
face nailed
through plank
overlap
2 x 4 woods
16
40
180 154 142
232 199 183
galy. nail
60
170 147 137
219 190 177
Attached
0-15
207 188 171
267 243 221
No. 8 X 1-
blind screw
to T/16"
20
207 183 167
267 236 216
518" long X
through top
wood
7116" WSP
HardiePlank®
5116
5114
0.375" HD
edge of plank
structural
attached
40
199 170 157
257 219 203
ribbed wafer
at 12 in. on
panel
per code
head screws
center
sheathing
only
60
188 163 152
243 210 196
No. 8 X 1-
blind screw
Attached
to 7116"
0-15
183 166 151
236 214 195
20
183 161 147
236 208 190
5/8" long X
through top
wood
7/16" WSP
HardiePlank"
5/16
6114
0.375" HD
ribbed wafer
edge of plank
at 12 in. on
structural
panel
attached
per code
40
176 150 139
227 194 179
head screws
center
sheathing
only
60
166 144 134
214 186 173
Attached
0-15
165 150 136
213 194 176
No. 8 X 1-
blind screw
to 7/16"
20
165 145 133
213 187 172
518" long X
through top
wood
7/161' WSP
HardiePlank"
S/16
7114
0.375" HD
ribbed wafer
edge of plank
at 12 in. on
structural
panel
attached
per code
40
158 135 125
204 174 161
head screws
center
sheathing
only
60
150 130 120
194 168 155
No. 8 X 1-
blind screw
Attached
to 7/16"
0-15
150 136 124
194 176 160
20
150 133 121
194 172 156
518" long X
through top
wood
7/16" WSP
HardiePlank"
5116
814
0.375" HD
edge of plank
structural
attached
40
144 123 114
186 159 147
ribbed wafer
at 12 in. on
panel
per code
head screwscenter
sheathing
only
60
136 118 110
176 152 142
ESR- 22901 Most Widely Accepted and Trusted Page 21 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
V1,n'"'), 2018 IBC
Vasd3.9.12.15)
(Basic Design Wind
Speed, V",'a
PRODUCT
STUD
BUILDING
EXPOSURE
EXPOSURE
PRODUCT
DIMENSION
IN.
FASTENER
FASTENING
FRAME
SPACING
HEIGHT
CATEGORY
CATEGORY
TYPE4,76
METHODZ
TYPE' -8
THICK.
WIDTH
(IN.)
(FT.)
B
C
D
B
C
D
Attached
0-15
139
126
114 1
179
163
147
No. 8 X 1-
blind screw
to 711C
20
139
122
112
179
158
145
518" long X
through top
wood
'/16" WSP
HardiePlank®
5116
91/4
0.375" HD
edge of plank
structural
attached
40
133
114
105
172
147
136
ribbed wafer
at 12 in. on
panel
per code
head screws
center
sheathing
only
60
126
109
101
163
141
130
0.090"
Attached
0-15
145
132
120
187
170
155
shank X
blind nail
to 7116"
0.215" HD X
through top
wood
'116" WSP
20
145
128
117
187
165
151
HardiePlank®
5/16
58'/4
1.5" long
edge of plank
structural
attached
ring shank
at 8 in, on
panel
per code
40
139
119
110
179
154
142
60
132
114
106
170
147
137
nails
center
sheathing
only
0.090"
Attached
0-15
166
150
137
214
194
177
shank X
blind nail
to 7/16"
0.215" HD X
through top
wood
'116" WSP
20
166
146
133
214
188
172
HardiePlank®
5116
58'14
1.5" long
edge of plank
structural
attached
ring shank
at 6 in. on
panel
per code
40
159
136
125
205
176
161
60
150
130
121
194
168
156
nails
center
sheathing
only
0.091"
Attached
0-15
100
91
-
129
117
-
shank,
Face Nailed
to 7116"
wood'116
'l,s" WSP
20
100
88
-
129
114
-
HardiePlank®
5 /16
1
5 9 /z
0.221" HD,
through the
structural
attached
40
96
-
-
124
-
-
1.5" long
overlap at 12"
panel
per code
ring shank
O.C.
sheathing
60
91
-
-
117
-
-
nails
only
HardieNail
0-15
161
146
132
207
188
171
Studless
20
161
142
129
207
183
167
Siding
blind nail
Attached to
/16" wood
Fastener
through top
structural
'116" WSP
HardiePlank®
5/16
514
(TetraGrip),
edge of plank
panel
attached
40
154
132
122
199
170
157
.117" x
at 12 In. on
sheathing
per code
1.125" x .3"
(PART
center
only
60
146
126
117
188
163
152
#650867
HardieNail
0-15
146
133
120
189
171
156
Studless
Attached
20
146
129
118
189
166
152
Siding
blind nail
to "116"
Fastener
through top
wood
7116" WSP
40
140
120
111
181
155
143
HardiePlank®
5116
5'/4
(TetraGrip),
edge of plank
structural
attached
.117" x
at 16 in, on
panel
per code
1.125" x .3"
center
sheathing
(PART
only
60
133
115
107
171
148
138
#650867
HardieNail
0-15
137
124
113
176
160
145
Studless
Attached
20
137
120
110
176
156
142
Siding
blind nail
to'/16"
Fastener
through top
wood
7116" WSP
40
131
112
103
169
145
134
HardiePlank®
5116
51/4
(TetraGrip),
edge of plank
structural
attached
.117"x
at 20 in. on
panel
per code
1.125"x.3'
center
sheathing
(PART
only
60
124
108
100
160
139
129
#650867
HardieNail
0-15
130
118
107
168
152
138
Studless
Attached
20
130
115
105
168
148
135
Siding
blind nail
to 7116"
Fastener
through top
wood
7118' WSP
40
125
107
99
161
138
127
HardiePlank®
5/16
5114
(TetraGrip),
edge of plank
structural
attached
.117" x
at 24 in. on
panel
per code
1.125" x .3"
center
sheathing
(PART
only
60
118
102
95
152
132
123
#650867
HardieNail
0-15
148
135
122
192
174
158
Studless
Attached
20
148
131
119
192
169
154
Siding
blind nail
to'/16"
Fastener
through top
wood
7/16" WSP
40
142
122
112
184
157
145
HardiePlank®
5116
61/4
(TetraGrip),
edge of plank
structural
attached
.117" x
at 12 in. on
panel
per code
1.125" x .3"
center
sheathing
(PART
only
60
135
117
108
174
151
140
#650867
ESR- 2290 1 Most Widely Accepted and Trusted Page 22 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mDhl (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBC/IRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Vun7"1), 2018 IBC
V.sd' 9t�15)
(Basic Design Wind
Speed, V11,74
PRODUCT
STUD
BUILDING
EXPOSURE
EXPOSURE
PRODUCT
DIMENSION IN.
FASTENER
FASTENING
FRAME
SPACING
HEIGHT
CATEGORY
CATEGORY
THICK.
WIDTH
B C D
B C D
TYPE 4.16
METHOD'
TYPE' -e
(IN.)
(FT.)
HardieNail
Attached to
0-15
134 122 111
173 157 143
Studless Siding
blind nail
7116" wood
Fastener
through top
structural
7/is" WSP
20
134 118 108
173 153 139
HardiePlank®
5/16
6+14
(TetraGrip),
edge of
Panel
attached
.117"x 1.125"x
plank at 16
sheathing
per code
40
129 110 102
166 142 131
60
122 106 98
157 136 127
.3" (PART
#650867)
in. on center
only
HardieNail
Attached to
0-15
125 113 103
161 146 1 133
Studless Siding
blind nail
7116" wood
Fastener
through top
structural
7116" WSP
20
125 110 100
161 142 130
HardiePlank®
5116
6114
(TetraGrip),
edge of
Panel
attached
.117" x 1.125"x
plank at 20
sheathing
per code
40
120 102 94
154 132 122
60
113 98 91
146 127 118
.3" (PART
#650867)
in. on center
only
HardieNail
Studless Siding
blind nail
Attached to
0-15
118 107 97
152 138 126
20
118 104 95
152 134 123
Fastener
through top
71'6" wood
7/is" WSP
HardiePlank®
5118
6'/a
(TetraGrip),
edge of
structural
attached
40
113 97 89
146 125 115
.117"�x 1.125" x
plank at 24
pane I sheathing
Per code
.3 (PART
#650867)
in. on center
only
60
107 93 86
138 120 111
HardieNail
Attached to
0-15
140 127 115
180 164 149
Studless Siding
blind nail
7/16" wood
Fastener
through top
structural
71,8' WSP
20
140 123 113
180 159 145
HardiePlank®
5116
7114
(TetraGrip),
edge of
panel
attached
.117"x 1.125"x
plank at 12
sheathing
per code
40
134 115 106
173 148 137
60
127 110 102
164 142 132
.3" (PART
#650867)
in. on center
only
HardieNail
Attached to
0-15
125 114 103
162 147 134
Studless Siding
blind nail
7/+6" wood
Fastener
through top
structural
7116" WSP
20
125 111 101
162 143 130
HardiePlank®
5116
71/4
(TetraGrip),
edge of
panel
attached
.117"x 1.125" x
plank at 16
sheathing
per code
40
120 103 95
155 133 123
118
.3" (PART
in. on center
only
#650867)
60
114 99 92
147 128
HardieNail
Attached to
0-15
116 105 96
150 136 123
Studless Siding
blind nail
7/16" wood
Fastener
through top
structural
7116" WSP
20
116 102 93
150 132 121
HardiePlank®
5116
7114
(TetraGrip),
edge of
Panel
attached
.117'x 1.125"x
plank at 20
sheathing
per code
40
111 95 88
144 123 113
60
105 91 -
136 118 -
.3" (PART
#650867)
in. on center
only
HardieNail
Studless Siding
blind nail
Attached to
0-15
109 99 90
141 128 116
20
109 96 88
141 125 114
Fastener
through top
7/,e" wood
7/16" WSP
HardiePlank®
5115
71l4
(TetraGrip),
edge of
structural
attached
40
105 90 -
136 116 -
.117"x 1.125" x
plank at 24
panesheathing lPer
code
.3" (PART
in. on center
only
#650867)
60
99 86 -
128 111 -
HardieNail
Attached to
0-15
133 121 110
172 156 142
Studless Siding
blind nail
7/+s" wood
Fastener
through top
structural
71,5"WSP
20
133 117 107
172 152 138
HardiePlank®
5/16
8114
(TetraGrip),
edge of
panel
attached
.117"x 1.125"x
plank at 12
sheathing
per code
40
128 109 101
165 141 130
60
121 105 97
156 135 126
.3" (PART
#650867)
in. on center
only
HardieNail
Attached to
0-15
119 108 98
154 139 127
Studless Siding
blind nail
7/16" wood
Fastener
through top
structural
7116" WSP
20
119 105 96
154 136 124
HardiePlank®
5/16
8114
(TetraGrip),
edge of
panel
attached
.117"x 1.125"x
plank at 16
sheathing
Per code
40
114 98 90
147 126 116
60
108 94 1 87
139 121 112
.3" (PART
#650867)
in. on center
only
ESR- 2290 1 Most Widely Accepted and Trusted Page 23 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mah) (Continued)
20151BC1IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBC11RC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
Vs9d3917�)
Vint"'), 2018 IBC
(Basic Design
Wind Speed, V1114
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE 4,15
FASTENING
METHOD2
FRAME
TYPE''$
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
C D
:K]
B C D
HardieNail
Studless Siding
blind nail
Attached
to "he"
0-15
110 1 99 90
141 128 117
20
110 97 88
141 125 114
HardiePlank®
5/16
8 /4
Fastener
(TetraGrip),
through top
edge of
wood
structural
7116" WSP
attached
40
105 90 -
136 116 -
.117" x 1.125" x
.3" (PART
#650867)
plank at 20
in. on center
panel
sheathing
only
per code
60
99 86 -
128 111 -
HardieNail
Studless Siding
blind nail
Attached
to 7/18'
0-15
103 93 -
133 120 -
20
103 91 -
133 117 -
HardiePlane
5116
1
8 /`
Fastener
(TetraGrip),
through top
edge of
wood
structural
7116" WSP
attached
40
99 - -
127 - -
117" x 1.125"x
.3" (PART
#650867)
plank at 24
in. on center
panel
sheathing
only
per code
60
93 - -
120 - -
HardieNail
Studless Siding
Fastener
blind nail
through top
Attached
to 7/t6"
wood
7116' WSP
0-15
128 116 106
165 150 136
20
128 113 103
165 146 133
HardiePlankm
5/16
91/4
(TetraGrip),
.117" x 1.125" x
edge of
plank at 12
structural
panel
attached
per code
40
123 105 97
159 136 125
.3" (PART
#650867)
in. on center
sheathing
only
60
116 101 94
150 130 121
HardieNail
Studless Siding
Fastener
blind nail
through top
Attached
to 7/16'
wood
7116" WSP
0-15
114 103 94
147 133 121
20
114 100 92
147 130 118
HardiePlankm
5116
9114
(TetraGrip),
.117' x 1.125" x
edge of
plank at 16
structural
panel
attached
per code
40
109 93 86
141 121 111
.3" (PART
#650867)
in. on center
sheathing
only
60
103 90 -
133 116 -
HardieNail
Studless Siding
Fastener
blind nail
through top
Attached
to /16"
wood
7/16" WSP
0-15
104 95 86
135 122 111
20
104 92 -
135 119
HardiePlank®
5116
9114
(TetraGrip),
.117" x 1.125" x
edge of
plank at 20
structural
panel
attached_
per code
40
100 86 -
129 111
.3" (PART
#650867)
in. on center
sheathing
only
60
95 - -
122 - -
HardieNail
Studless Siding
Fastener
blind nail
through top
Attached
to 7/t6'
wood
7116'" WSP
0-15
98 89 -
126 114 -
20
g8 86 -
126 111 -
HardiePlank®
5116
9114
(TetraGrip),
.117"x 1.125"x
edge of
plank at 24
structural
panel
attached-
per code
40
94 - -
121 _
.3" (PART
#650867)
in. on center
sheathing
only
60
89 - _
114 - -
ESR- 2290 1 Most Widely Accepted and Trusted Page 24 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (muh) (Continued)
2015 IBC/IRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
1BC/IRC
Wind Speed,
(Basic Wind Speed,
V„1110-11), 2018 IBC
Vnd SAWS
(Basic Design Wind
Speed, V13•14
PRODUCT
STUD
BUILDING
EXPOSURE
EXPOSURE
PRODUCT
DIMENSION IN.
FASTENER
FASTENING
FRAME
SPACING
HEIGHT
CATEGORY
CATEGORY
TYPE 4.16
METHOD 2
TYPE -a
THICK.
WIDTH
(IN.)
(FT.)
B C D
B C D
0-15
184 167 152 238 216 196
0.092"
blind nail
5/8
shank X
through top
2X4
20
184 162 148 238 209 191
Artisan® Lap
514
0.225" HD X
edge of
Wood?
16
2.25" long
plank
40
177 151 140 229 195 181
galy. Nail
60
167 145 135 216 187 174
0-15
135 122 111 174 158 143
0.092"
blind nail
518
shank X
through top
2X4
20
135 119 108 174 154 139
Artisan® Lap
7114
0.225" HD X
edge f
Wood 7
16
2'25" long
plank
40
129 111 102 167 143 132
galy. Nail
60
122 106 98 158 137 127
0-15
117 106 96 151 137 124
0.092"
blind nail
5/e
shank X
through top
2X4
20
117 103 94 151 133 121
Artisan® Lap
8114
0.225" HD X
edge of
Wood?
16
2.25" long
plank
40
112 96 88 145 124 114
galy. Nail
60
106 92 85 137 119 110
0-15
132 119 109 170 154 141
0.092"
blind nail
5/8
shank X
through top
2X4
20
132 116 106 170 150 137
Artisan® Lap
514
0.225" HD X
edgef
Wood 7
24
2.25" long
plank
40
126 108 100 163 139 129
galy. nail
60
119 104 96 154 134 124
0-15
99 90 - 128 116 -
0.092"
blind nail
Artisan® Lap
518
7114
shank X
0.225" HD X
through top
2X4
24
20
99 87 - 128 112 -
40
95 - - 123 - -
2.25" long
edge of
Wood 7
galy. nail
plank
60
90 - - 116 - -
0-15
88 - - 114 - -
0.092"
blind nail
Artisan® Lap
51a
814
shank X
" HD X
0.2225"
through top
2X4
24
20
88 - - 114 - -
40
_ - - -
g
edge of
Wood?
galv. nail
plank
Min.
0-15
184 167 151 237 215 195
blind nail
No. 20
5/8
ET&F pin
through top
ga' x
20
184 162 148 237 209 191
Artisan° Lap
51/4
0.100" x 1.5"
edge of
3.62" x
16
x 0.313" HD
plank
1.375"
40
176 151 139 228 195 180
Metal
60
167 145 134 215 187 173
C -stud
Min.
0-15
149 135 123 192 175 159
blind nail
No. 20
518
ET&F pin
through top
ga. x
20
149 131 120 192 170 155
Artisan® Lap
71/4
0.100" x 1.5"
edge of
3.62" x
16
x 0.313" HD
plank
1.375"
40
143 122 113 185 158 146
Metal
60
135 117 109 175 151 141
C -stud
Min.
0-15
136 124 112 176 160 145
blind nail
No. 20
5/8
ET&F pin
through top
ga. x
20
136 120 110 176 155 142
Artisan® Lap
8114
0.100"x 1.5"
edgef
3.62" x
16
x 0.313" HD
plank
1.375"
40
131 112 103 169 144 133
Metal
60
124 107 100 160 138 129
C -stud
Min. No.
0-15
162 147 134 209 190 173
5/6
ET&F pin
blind nail
through top
20 ga. x
3.62" x
20
162 143 131 209 185 169
Artisan® Lap
5114
0.100"x 1.5"
24
40
156 133 123 201 172 159
x 0.313" HD
edge of
1.375"
plank
Metal C -
60
147 128 1 119 190 1 fi5 153
stud
ESR- 2290 1 Most Widely Accepted and Trusted Page 25 of 31
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued)
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted.
2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kz = 1, Kd = 0.85, GCp; = 0.18., GCp=-1.4.
4ET&F pin fasteners have knurled shanks.
5Fastener length shall be sufficient to penetrate back side of the minimum 7116" WSP sheathing by at least %" for nails or 3 full threads for screws.
"Values are for species of wood having a specific gravity of 0.50 or greater.
'Values are for species of wood having a specific gravity of 0.40 or greater.
"Metal studs must be minimum Fy = 33 ksi.
9Vasd = nominal design wind speed.
70V„n = ultimate design wind speed.
"Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa=Vun 40.6
13V = basic design wind speed
14 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
152018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V)0.6
'"Smooth -shank stainless steel nails are outside of the scope of this report
2015 IBCIIRC. 2018
2012 IRC, 2009
IRC and 2012 IBC
IBCIIRC, 2006
(Ultimate Design
IBCIIRC
Wind Speed,
(Basic Wind Speed,
V,,,t10 '), 2018 IBC
Vud3.9,12.15)
(Basic Design Wind
Speed, V13'14
PRODUCT
PRODUCT
DIMENSION IN.
FASTENER
TYPE
FASTENING
METHOD 2
FRAME
TYPEI-8
STUD
SPACING
(IN.)
BUILDING
HEIGHT
(FT.)
EXPOSURE
CATEGORY
EXPOSURE
CATEGORY
THICK.
WIDTH
B C D
B C D
Min. No.
0-15
134 122 111
174 158 143
Artisan® Lap
518
7114
ET&F pin
0.100"x 1.5"
x 0.313" HD
blind nail
through top
edge of plank
20 ga. x
3.62 x
1'375"
Metal
24
20
134 119 108
174 153 140
40
129 110 102
167 142 131
60
122 106 98
158 137 127
C -stud
Min. No.
0-15
128 116 106
165 150 136
Artisan® Lap
518
8114
ET&F pin
0.100"x 1.5"
x 0.313" HD
blind nail
through top
edge of plank
20 ga. x
3.62 x
1.375
Metal
24
20
128 113 103
165 146 133
40
123 105 97
159 136 125
60
116 101 94
150 130 121
C -stud
Lap
5/8
5114
No. 8 X 1-
518" long X
0.323" HD
ribbed bugle
head screw
blind screw
through top
edge of plank
Min. No.
. x ga
20 0 ga x
3.Artisan°
1.375"
Metal
C -stud
16
0-15
181 164 149
234 212 192
20
181 159 146
234 205 188
40
174 148 137
225 191 177
60
164 142 132
212 183 170
Artisan® Lap
5/e
714
No. 8 X 1-
518" long X
0.323" HD
ribbed bugle
head screw
blind screw
through top
edge of plank
Min. No.
3 62" x 20 ga. x
1,375"
Metal
C -stud
16
0-15
157 142 129
203 183 167
20
157 138 126
203 178 163
40
150 128 119
194 165 154
60
142 123 114
183 159 147
No. 8 X 1-
Min.
No. 20
0-15
149 135 123
192 174 159
20
149 131 120
192 169 155
Artisan® Lap
518
8114
518" long X
0.323" HD
blind screw
through top
ga. x
3.62" x
16
40
143 122 113
185 158 146
ribbed bugle
edge of plank
1.375"
head screw
Metal
60
135 117 109
174 151 141
C -stud
No. 8 X 1-
Min.
No. 20
0-15
180 163 148
232 210 191
20
180 158 145
232 204 187
Artisan® Lap
5/e
51/4
518" long X
0.323" HD
blind screw
through top
ga. x
3.62" x
24
40
172 147 136
222 190 176
ribbed bugle
edge of plank
1.375"
head screw
Metal
60
163 141 131
210 182 169
C -stud
No. 8 X 1-
Min.
No. 20
0-15
144 130 118
186 168 152
20
144 127 116
186 164 150
Artisan® Lap
518
7'14
518" long X
0.323" HD
blind screw
through top
ga. x
3.62" x
24
40
138 118 109
178 152 141
ribbed bugle
edge of plank
1.375"
head screw
Metal
60
130 113 105
168 146 136
C -stud
No. 8 X 1-
Min.
No. 20
0-15
132 119 108
170 154 139
20
132 116 106
170 150 137
Artisan® Lap
515
81/4
518" long X
0.323" HD
blind screw
through top
ga. x
3.62" x
24
40
126 108 100
163 139 129
ribbed bugle
edge of plank
1.375"
head screw
Metal
60
119 104 96
154 134 124
C -stud
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted.
2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kz = 1, Kd = 0.85, GCp; = 0.18., GCp=-1.4.
4ET&F pin fasteners have knurled shanks.
5Fastener length shall be sufficient to penetrate back side of the minimum 7116" WSP sheathing by at least %" for nails or 3 full threads for screws.
"Values are for species of wood having a specific gravity of 0.50 or greater.
'Values are for species of wood having a specific gravity of 0.40 or greater.
"Metal studs must be minimum Fy = 33 ksi.
9Vasd = nominal design wind speed.
70V„n = ultimate design wind speed.
"Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa=Vun 40.6
13V = basic design wind speed
14 Wind speed design assumptions per Section 30.3, of ASCE 7-16: KA = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
152018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V)0.6
'"Smooth -shank stainless steel nails are outside of the scope of this report
ESR- 2290 1 Most Widely Accepted and Trusted Page 26 of 31
TABLE 5-(Va:a 100 MPH; Vutt / V 129 MPH)3
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.5
Building
Height (feet)
56112 -inch wide 7114- & 7112 -inch wide
8- & 8114 -inch wide 9114- & 9112 -inch wide
Exposure Exposure
Exposure Exposure
Exposure
B
C
D B
C
D
B
C D B
C
D
0-15
24
24
24 24
24
24
24
24 21 24
23
19
20
24
24
24 24
24
23
24
24 20 24
21
18
30
24
24
24 24
24
21
24
22 19 24
20
17
40
24
24
23 24
24
20
24
21 18 24
19
16
50
24
24
22 24
22
19
24
20 17 24
18
15
60
24
24
22 24
22
19
24
19 17 23
17
15
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.),
Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length =1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in.,
shank diameter = 0.145 in., length = 1.25 in.).
'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144150, head diameter. = 0.30 in.,
shank diameter. = 0.145 in., length=1.5-in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in.,
length = 1.5 in.), Aerosmith SurePtn block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head
diameter = 0.30 in., shank diameter = 0.145 In., length = 1.5 in.).
3 Maximum nominal design wind speed (Vwd) shall be 100 mph. Maximum ultimate design wind speed (V„ n) and basic design wind speed (V) shall be 129 mph.
'Interpolation of spacing to address building height and other plank widths is permitted.
5The lap conceals the fasteners of the previous course (Blind Nailed).
TABLE 6-(VB.d 110 MPH; V,,,t I V 142 MPH)3
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5
Building
Height (feet)
56112 -inch wide
7114- & 7112 -inch wide
8- & 8114 -inch wide
91/4- & 91124nch wide
Exposure
Exposure
Exposure
Exposure
Exposure
B
C
D
B
C
D
B C
D
B C
D
0-15
24
24
22
24
24
19
24 21
17
23 19
15
20
24
24
21
24
22
18
24 20
16
23 18
15
30
24
24
20
24
20
17
24 18
15
23 16
14
40
24
22
19
24
19
16
24 17
15
21 15
13
50
24
21
18
24
18
16
22 16
14
20 14
12
60
24
20
18
23
18
15
21 16
14
19 14
12
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardlePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.),
Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in.,
shank diameter = 0.145 in., length = 1.25 in.).
'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank
diameter. = 0.145 in., length = 1.5 -in. tong), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.5 in.),
Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank
diameter = 0.145 in., length = 1.5 in.).
3Maximum nominal design wind speed (Vwd) shall be 110 mph Maximum ultimate design wind speed (Vu) and basic design wind speed (V) shall be 142 mph.
'Interpolation to address building height and other plank widths is permitted.
5The lap conceals the fasteners of the previous course (Blind Nailed).
TABLE 7-4 Vasd 120 MPH; V,,t I V 155 MPH)3
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'
�3,a
Building
:56'12 -inch wide
7114- & 7112 -inch wide
8- & 81/4 -inch wide
914- & 9112 -inch wide
Height (feet)
Exposure
Exposure
Exposure
Exposure
B
C
D
B
C
D
B C
D
B C
D
0-15
24
23
19
24
20
17
21 18
15
19 16
13
20
24
22
18
24
19
16
21 17
14
19 15
12
30
24
20
17
24
17
15
21 15
13
19 14
12
40
24
19
16
22
16
14
20 14
12
18 13
11
50
24
18
16
21
16
13
18 14
12
17 12
11
60
23
17
15
20
15
13
18 13
11
16 12
10
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.).
Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in.,
shank diameter = 0.145 in., length = 1.25 in.).
'Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank
diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length =1.5 in.),
Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length =1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in.,
shank diameter = 0.145 in., length = 1.5 in.).
3Maximum nominal design wind speed (V8sd) shall be 120 mph. Maximum ultimate design wind speed (V„n) and basic design wind speed (V) shall be 155 mph.
'Interpolation to address building height and other plank widths is permitted.
5The lap conceals the fasteners of the previous course (Blind Nailed).
ESR- 2290 1 Most Widely Accepted and Trusted Page 27 of 31
TABLE 8-4 V$$d 130 MPH; V,tt 1 V 168 MPH)3
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.S
Building
<6112 -inch wide
7114- & 7112 -inch wide
8- & 8114 -Inch wide
9114- & 9112 -inch wide
Exposure
Exposure
Exposure
Exposure
Height
feet
B
B
C
D
B
C
D
B C
D
B
C
D
0-15
24
20
16
21
17
14
18 15
12
16
14
11
20
24
19
15
21
16
13
18 14
12
16
13
11
30
24
17
14
21
15
12
18 13
11
16
12
10
40
22
16
14
19
14
12
17 12
11
15
11
9
50
21
15
13
18
13
11
16 12
10
14
11
9
60
20
15
13
17
13
11
15 11
10
13
10
9
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head dia. = 0.30 in., shank dia. = 0.144
in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith
SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter
= 0.145 in., length = 1.25 in.).
2Arlisae Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank
diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.),
Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank
diameter = 0.145 in., length =1.5 in.).
3Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (V„h) and basic design wind speed (V) shall be 168 mph.
"Interpolation to address building height and other plank widths is permitted.
'The lap conceals the fasteners of the previous course (Blind Nailed).
TABLE 9-(V$.d 140 MPH; Vuttl V 181 MPH)'
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2.4.5
Building 56112 -inch wide
Height (feet) Exposure
7114- & 7112 -inch wide
8- & 8114 -inch wide
9114- & 91!2 -inch wide
9114- & 91!2 -inch wide
Exposure
Exposure
Exposure
B C
D
B
C
D
B
C
D
B
C
D
0-15 21 17
14
18
15
12
16
13
11
14
12
10
20 21 16
13
18
14
12
16
12
10
14
11
9
30 21 15
12
18
13
11
16
11
10
14
10
9
40 19 14
12
16
12
10
15
11
9
13
9
8
50 18 13
11
15
11
10
14
10
9
12
9
8
60 17 13
11
15
11
10
13
10
9
12
9
8
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.),
Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter= 0.30 in.,
shank diameter = 0.145 in., length = 1.25 in.).
2Artisae Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank
diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.),
Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank
diameter = 0.145 in., length = 1.5 in.).
3Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vus,) and basic design wind speed (V) shall be 181 mph.
"Interpolation to address building height and other plank widths is permitted.
5The lap conceals the fasteners of the previous course (Blind Nailed).
TABLE 10-(Vld 150 MPH; V jt 1 V 194 MPH)3
ALLOWABLE FASTENER SPACING (IN.)
JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5
Building
Height (feet)
<6112 -inch wide
7114- & 7112 -Inch wide
8- & 8114 -inch wide
9114- & 91!2 -inch wide
Exposure
Exposure
Exposure
Exposure
B
C
D
B
C
D
B C
D
B C
D
0-15
18
15
12
16
13
11
14 11
9
12 10
8
20
18
14
12
16
12
10
14 11
9
12 10
8
30
18
13
11
16
11
9
14 10
8
12 9
7
40
16
12
10
14
10
9
13 9
8
11 8
7
50
15
12
10
13
10
9
12 9
8
11 8
7
60
15
11
10
13
10
8
11 8
7
10 8
7
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s.
'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.3 in.), Aerosmith
SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter
= 0.145 in., length = 1.25 in.).
2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank
diameter. = 0.144 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.),
Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 In., length = 1.5 in.), or Jaaco NailPro (NP145S head diameter = 0.30 in., shank
diameter = 0.145 in., length = 1.5 in.).
'Maximum nominal design wind speed shall be 150 mph. Maximum ultimate design wind speed (V„n) and basic design wind speed (V) shall be 194 mph.
"Interpolation to address building height and other plank widths is permitted.
5The lap conceals the fasteners of the previous course (Blind Nailed).
ESR- 2250 1 Most Widely Accepted and Trusted Page 28 of 31
TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLET14 (NEW HARDIESHINGLETm)
INDIVIDUAL SHINGLE EXTERIOR WALL FINISH
Sheathing Type I Siding Fastener Type
Minimum 15132 inch thick Min. 0.121 in. shank x
lying with DOC 0.371 tn. HD x 1114 In. long
plywood comp
PS complying
corrosion resistant roofing
Nail
Weather Exposure and
Height of
Fastener Location
Building
feet
8 inch exposure
0-15
20
2 roofing nails 9 inches from
40
butt edge
7 inch exposure
2 roofing nails 8 inches from
butt edge
6 inch exposure
2 roofing nails 7 inches from
butt edge
5 inch exposure
2 roofing nails 6 inches from
butt edge
2012 IRC, 2009 IBCIIRC, 2006
IBCARC
(Basic Wind Speed, V..dl-"O)
B I C
For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05:1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4.
2V80 = nominal design wind speed.
3Vutt = ultimate design wind speed.
"Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt =1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4.
52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasa = Vuit 0.6
e V = basic design wind speed
7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kn = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
8 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V'10-6
9 Smooth -shank stainless steel nails are outside of the scope of this report
2015 IBC/IRC, 2018 IRC, and
2012 IBC
(Ultimate Design Wind Speed,
%tt3'4). 2018 IBC (Basic Design
Wind Speed, VB,r)
B I C
TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE-rm (NEW HARDIESHINGLETM)
INDIVIDUAL SHINGLE EXTERIOR WALL FINISH
20151BCARC,2018IRC, and
2012 IRC, 2009 ISCIIRC, 2006 2012 IBC
IBCIIRC (Ultimate Design Wind Speed,
(Basic Wind Speed, V"d''2'") V„it3'4). 2018 IBC (Basic Design
Wind Speed, V°-')
Weather Exposure and
Sheathing Type Siding Fastener Type Building
Fastener Location B C B C
Minimum 7ltr, inch thick OSB Min. 0.091 in. shank x
sheathing complying with 0.221 in. HD x 1112 in. long
DOC -PS 2-95 corrosion resistant siding
Nail
8 inch exposure
2 siding nails 9 inches from
butt edge
7 inch exposure
2 siding nails 8 inches from
butt edge
6 inch exposure 20 126 110 1 163 142
2 siding nails 7 inches from 40 126 105 1 163 136
butt edge 60 126 95 1 163 123
0-15 126 116 1 163 1 150
5 inch exposure 20 126
2 siding nails 6 inches from 40 126
butt edge
For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4.
2Vasd = nominal design wind speed.
3Vatt = ultimate design wind speed.
4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4.
52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V„ It 0.6
6V = basic design wind speed
Wind speed design assumptions per Section 30.3, of ASCE 7-16: K -t = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
8 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V 0.6
9 Smooth -shank stainless steel nails are outside of the scope of this report
163
136
ESR- 2290 1 Most Widely Accepted and Trusted Page 29 of 31
TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLET" (NEW HARDIESHINGLETm)
INDIVIDUAL SHINGLE EXTERIOR WALL FINISH
Weather Exposure and
Fastener Location
Height
of
Building
test
2015 ISCARC, 2018 IRC,
2012 IRC, 2009
and 2012 IBC
IBC/IRC, 20061BC/IRC
(Ultimate Design Wind
(Basic Wind Speed,
Speed, V„n3-4), 2018 IBC
Vudt. SA)
(Basic Design Wind
Sheathing Type
Siding Fastener
Type
Weather Exposure and
Fastener Location
Height
of
Building
test
Ex osure Category
B C
Ex osure Category
B C
Minimum "he inch thick
OSB sheathing
complying with DOC-
PS 2-95
Min. 0.091 in. shank
x 0.221 91In. HD x Ink
in. long corrasion
resistant siding Dail
8 inch exposure,
3 nails for shingles greater
than 8 in. wide, 2 nails for
shingles 8 in. wide and
narrower, 9 inches from drip
0-15
116
116
150
150
20 110 110 142
142
40 i 100 100 129
129
60 1 95 95 123
123
7 inch exposure
3 nails for shingles greater
than 8 In. wide, 2 nails for
shingles 8 in. wide and
0-15 126 126 163
163
20 121 121 156
156
40 110 110 142
142
60 105 105 136
136
6 inch exposure
3 nails for shingles greater
than 8 in. wide, 2 nails for
shingles 8 in. wide and
0-15 126 126 163
163
20 126 126 163
163
40 1126 126 163
163
60 1 121 121 156
156
5inch exposure
3 nails for shingles greater
than 8 in. wide, 2 nails for
shingles 8 in. wide and
0-15 126 126 163
163
20 126 1 126 1 1
163
40 126 126 1 163
163
60 121 1 121 1 156
1 156
For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s.
'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
2V83d = nominal design wind speed.
3V,f, = ultimate design wind speed.
4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18. GCp = -1.4.
52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V.,d = V„it 0.6
IV = basic design wind speed
r Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kd = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4.
B 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V 4-0.6'0 Smooth -shank stainless steel nails are outside of the scope of this report
ICC -ES Evaluation Report ESR -2290 CBC and CRC Supplement
Reissued March 2020
Revised June 2020
This report is subject to renewal March 2022.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 0616 00—Sheathing
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 46 46—Fiber-Cement Siding
REPORT HOLDER:
JAMES HARDIE BUILDING PRODUCTS, INC.
EVALUATION SUBJECT:
HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK TM LAP SIDING, ARTISANS LAP SIDING, AND
HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS,
HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL
SHINGLES, recognized in ICC -ES evaluation report ESR -2290, have also been evaluated for compliance with the codes noted
below.
Applicable code editions:
IN 2019 California Building Code® (CBC)
For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development
(OSHPD) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below.
■ 2019 California Residential Code® (CRC)
2.0 CONCLUSIONS
2.1 CBC:
The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and
HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the
evaluation report ESR -2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the
2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC
Chapters 16 and 17, as applicable.
The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any
Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in
accordance with the 2018 International Building Code® (IBC) provisions of the evaluation report and the additional
requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable.
2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement
2.1.2 DSA: The applicable DSA Sections of the CBC are beyond the scope of this supplement.
2.2 CRC:
The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and
HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed, nor are they to be roastrued �.r�►j�
as an endorsement ofthe subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report. ar as to any product covered by the report. !us _
Copyright ® 2020 ICC Evaluation Service, LLC. All rights reserved. Page 30 of 31
ESR -2290 I Most Widely Accepted and Trusted Page 31 of 31
evaluation report ESR -2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2018
International Residential Code' (IRC) provisions noted in the evaluation report.
The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any
Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in
accordance with the 2018 International Residential Code® (IRC) provisions of the evaluation report and the additional
requirements of CRC Sections R337.1.3.1 and R337.7, as applicable.
The products recognized in this supplement have not been evaluated for compliance with the Intemational Wildland—Urban
Interface Code®.
This supplement expires concurrently with the evaluation report, reissued March 2020 and revised June 2020.