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HomeMy WebLinkAboutPRODUCT APPROVAL - PANEL WALLS SIDINGi7 is V Y :m 112 r" CJ
FOP, COMPLl
FL # FL13192-RS � FiEYIE'�rdED BY
Application Type Revision DATE: "
Code version 2017 PLANS AN-D PERM P
Application Status Approved
MU5 i 8E KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Comments
Archived (....a
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email S6e0250 Alameda TH�p�; r f';r f, i } f,� t iti'n, 0( )r ',fop
Mission Viejo, CA 92691
(909) 349-2927
pingsheng.zhu@jameshardie.HRf�i'��11if:�� r'f ROD 11"Ij ORS •rHAT
Authorized Signature Pingsheng Zhu MAY I i R iNEel.,,Sk tY 11'•101,UEPt TO
pingsheng.zhu@jameshardleWit-11ly 14,1114 14L APP U ON)1S 0CIDES, -`
Technical Representative
Pingsheng Zhu
Address/Phone/Email
10901 Elm Ave.
Fontana, CA 92337 CONCEALED FASTENERS OR ATTACHMEN'
(909) 349-2927
pingsheng.zhu@jameshardie.com
ARE THE RESPONSIBILITY OF THE
Quality Assurance Representative
Pingsheng Zhu
CONTRACTOR OF RECORD
Address/Phone/Email
10901 Elm Ave.
Fontana, CA 92337
(909) 349-2927
pingsheng.zhu@jameshardie.com��
Category
Panel Walls
Subcategory
Siding
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Ronald I. Ogawa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
P'J Validation Checklist - Hardcopy Received
Certificate of Independence FL13192 R5 COI RIO - Certificate of Independence.pdF
Referenced Standard and Year (of Standard) Standard
ASTM C1186
ASTM E330
Year
2007
2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13192 R5 Enuiv RI0-2692E-17 ASTM C1186 eauivalencv.odf
http://www.floridabuilding.org/pr/pr_app_dti. aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /3 0/2018
Florida, Building Code Online,--, Page 2 of 3
I
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/09/2017
Date Validated
08/25%2017
Date Pending FBC Approval
08/28/2017
Date Approved
10/10/2017
Summary of Products
FL # Model, Number or Name
13192.1 Cemplank Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406.06
13192.2 ,rdi,P ank Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install In accordance with NOA 17-
0406.06
Description
fiber -cement lap siding
Installation Instructions
FL13192 R5 II CemPlank-Installation.odf
FL13192 R5 II ER RIO-2683-17 Plank Wood Metal
Frame.pdf
FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMIJ.pdf
FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.pdf
F1..1.3192 R5 II NOA 17-0406.06.odf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FI..131.92 R5 AE ER RIO-7..683-1.7 Plank Wood Metal
Frame.pdf
FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf
FI-131.92 R5 AE ER RIO-2.688-1.7 Plank WSP Sheathing.pdf
FL13192 R5 AE NOA 17-0406.0_fi,pdf
Created by Independent Third Party: Yes
' fiber -cement lap siding
Installation Instructions
FL13192 R5 II ER RIO-2683-17 Plank Wood Metal
Frame.pdf
FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.n
�FL�1�3k32Si,I�ERYR7O288iTrt?tnk[WSPs�tieha` nc'�i n'clf
FI..1.3192 R5 II HardiePlank-Installation.pdf
FL13192 R5 II NOA 17-0406^06_pdf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal
Frame.odf
FI._13192 R5 AE f.-R RIO-2687-17 Plank Shinale to CMU.odf
FLL1192 R5 AE ER RIO-2688-17 Plpnk WSP Sheathina.odf
FL13192 R5 AE NOA 17-0406.06.pdf
Created by Independent Third Party: Yes
13192.3
HardieShingle Individual Shingles
fiber -cement individual cladding shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI..1.3192 R5 II ER RIO-2.685-17 Shingle Wood Metal
Frame.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL13192 R5 II HardieShingle-Installation pdf
Design Pressure: N/A
Verified By: Ronald I. Ogawa 24121
Other:
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal
Frame.ndf
Created by Independent Third Party: Yes
13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge,
staggered edge, half round edge)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
FL13192 R5 II ER RIO-2685-17 Shinale Wood Metal
Frame.odf
FL13192 RS II ER RIO-2687 17 Plank Shingle to CM1J.pdf
FL13192 R5 II HardieShingle-Installation.pdf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal
Frame.pdf
FL13192 R5 AE ER Rio-2687-17 Plank Shinale to CMIJ.odf
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /3 0/2018
1~lorida'Building Code Online - Page 3 of 3
13192.5
Prevail Lap Siding
fiber -cement lap siding
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL13192 R5 II ER RIO-2683-17 Plank Wood Metal
Frame.pdf
FL131J2 R5__11__ER RIO-2687-17 Plank Sf>inyle to CMU-df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathinaxd
FL13192 R5 II NOA 17-0406.06.pdf
Other: For use in HVHZ install in accordance with NOA 17-
0406.06
FI-13192 R5 IT Prevail -L.ap-Siding--installation.pdf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5_AE ER RIO 2f£i3�17 Plank Wr?od Metal
Fra me. pdf
FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.ndf
Fl_1.3192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.pdf
FL13192 R5 AE NOA 17-0406.06.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click her-_.
Product Approval Accepts:
® ER M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /30/2018
f
Florida Product Approval
HardiePlank® Lap Siding
• For use inside HVHZ:
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami -Dade County Florida NOA 17-
0406.06. Consult the HardiePlank product installation instructions on the
follow pages for all other installation requirements.
• For use outside of HVHZ,
® HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2683-17,
RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product
installation instructions on the follow pages for all other installation
requirements.
HardiePlank 7-,, -1 Lap Siding `V;/J vamC�naru�c
1 EFFECTIVE MAY 2016 ME
INSTALLATION REQUIREMENTS - PRIWLU & COLORPLUS" PRODUCTS Visit uwvw.hardieinstallation.com for the most recent version.
SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL`" ROUGHSAWN
CUSTOM BEADED CEDARMILL® • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK
IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN
APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE
PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONET" PRODUCT INSTRUCTIONS.
INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'm
APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE)
STORAGE & HANDLING:
© CUTTING INSTRUCTIONS
OUTDOORS
INDOORS
Store flat and keep dry and covered prior
to installation. Installing siding wet or
1. Position cutting station so that wind will blow dust away from user
1. Cut only using score and snap, or shears (manual, electric or pneumatic).
saturated may result in shrinkage at butt
and others in working area.
2. Use one of the following methods:
2. Position cutting station in well -ventilated area
joints. Carry planks on edge. Protect
a. Best: i. Score and snap
edges and corners from breakage. James
ii. Shears (manual, electric or pneumatic)
- NEVER use a power saw indoors
Hardie is not responsible for damage
b. Better: I. Dust reducing circular saw equipped with a
- NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark
caused by improper storage and handling
HardieBlade' saw blade and HEPA vacuum extraction
NEVER dry sweep — Use wet suppression or HEPA Vacuum
of the roduct
c. Good: i. Dust reducing circular saw Wth a HardieBlade saw blade
(only use for low to moderate cutting)
Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible.
NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available
ilp
at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you
do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information.
97083105
GENERAL REQUIREMENTS:
• HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. D.C. or directly to minimum 7/16 in. thick OSB
sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application.
• Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com
• A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with
penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration.
James Hardie does manufacture HardieWrap®Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements.
• When installing James Hardie products all clearance details in figs. 3-14 must be followed.
• Adjacent finished grade must slope away from the building in accordance with local building codes -
typically a minimum of 6 in. in the first 10 ft.. Figure 1 Double Wall Single Wall
• Do not use HardiePlank lap siding in fascia or trim applications. Construction construction
• Do not install James Hardie products, such that they may remain in contact with standing water. water -resistive barrier let -in bracing
• HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in. o.c. max.
• For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing
f
wall is significant in length, the designer and/or architect should take into consideration the
coefficient of thermal expansion and moisture movement of the product in their design.
These values can be found in the Technical Bulletin "Expansion Characteristics of
4
James Hardie' Siding Products" at www.JamesHardie.com.
• DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products.
INSTALLATION: JOINTTREATMENT
One or more of the following joint treatment options Figure 2
p
Nail line (If nail
line is not
are required by code (as referenced 20091RC
stud
present place
R703.10.2)
fastener
A. Joint Flashing (James Hardie recommendeo
between 3/4
in. & 1 "from
B. Caulking' (Caulking is not recommended
r 133/8In. from
top of plank)
for ColorPlus for aesthetic reasons as the
edge of plank
Caulking and ColorPlus will weather
differently. For the same reason, flaost ng
do not caulk nail heads on
ColorPlus products.)
HardiePlank'sidinI
C. "H" jointer cover
install planks in
moderate contact at butt joints
fastener
Install a 1 1/4 in. starter strip to
ensure a consistent plank angle
leave appropriate gap between planks and trim, then caulk. —
Note; Feld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions.
For additional information on HardieWrap' Weather Barrier, consult James Hardie at 1-866-4Hardie or www,hardiewrap.com
WARNING: AVOID BREATHING SILICA DUST
James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational
sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest
smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade
and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable
government regulations and manufacturer Instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer
to our Installation instructions and Material Safety Data Sheet available at www.jameshardle.com or by calling 1-800-9HARDIE (1-800, 942-7343). FAILURE TO ADHERE To OUR WARNINGS, MSDS, AND
INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, s�
HS11119-P1/4 05/16
,a
CLEARANCE AND FLASHING REQI MENTS
Figure 3 Figure 4 ' Figure 5 - `` gure 6
Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding
r aired.
Z Flashing - k code
•4. Min. 1/4 in.
a Do not caulk
Figure 7 Figure 8 Figure 9 Figure 10 Figure 11
Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry
Figure 12
Drip Edge
Figure 13
Block Penetration
Figure 14
Valley/Shingle Extension
FASTENER REQUIREMENTS **
Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind
areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be
done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing.
BLIND NAILING
FACE NAILING
Nails -Wood Framing
Nails - Wood Framing
• Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long)
• 6d (0.113 in. shank x 0.267 in. HD x 2 in. long)
• 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long)
• Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long)
Screws - Steel Framing
Screws - Steel Framing
• Ribbed Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws
• Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in, long x
must penetrate 3 threads into metal framing.
0.323 in. HD) Screws must penetrate 3 threads into metal framing.
Nails - Steel Framing
Nails - Steel Framing
• ET & F Panelfasto nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-112 in.
• ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long)
long)
Nails must penetrate minimum 1/4 in. into metal framing.
Nails must penetrate minimum 1/4 in. into metal framing.
OSB minimum 7/16 in.
OSB minimum 7/16 in.
• Siding nail (0.09 in. shank 0.221 in. HD x 1-1/2 in. long)'
• 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long)
24 m
• Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD).
stud
.'
C. max.
Figure 15 Figure 16
Minimum overlap
for Both Face
and Blind Nailing
min. 1 1/4 in.
overlap
}
1 1/4" min.
Oveda
1/4 in. min.
overlap
p Laminate sheet to be removed immediately after installation of each course for ColorPlus® products.
When face nailing to OSB, planks must be no greater than 91/4 in. wide and fasteners must be 12 in. o.c. or less.
Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlank® Lap Siding.
HS11119-P214 05116
'GENERAL FASTENING REQUIREk ITS
" "AMb- 0
PNEUMATIC FAST �)G
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Electro-galvanized are acceptable but may exhibit premature corrosion.
James Hardie recommends the use of quality, hot -dipped galvanized nails.
James Hardie is not responsible for the corrosion resistance of fasteners.
Stainless steel fasteners are recommended when installing James Hardie®
products near the ocean, large bodies of water, or in very humid climates.
Manufacturers of ACQ and CA preservative -treated wood recommend spacer
James Hardie products can be hand nailed or fastened with a pneumatic tool.
Pneumatic fastening is highly recommended. Set air pressure so that the
fastener is driven snug with the surface of the siding. A flush mount
attachment on the pneumatic tool is recommended. This will help control the
depth the nail is driven. If setting the nail depth proves difficult, choose a
setting that under drives the nail. (Drive under driven nails snug with a
smooth faced hammer - Does not apply for installation to steel framing).
materials or other physical barriers to prevent direct contact of ACQ or CA
preservative -treated wood and aluminum products. Fasteners used to attach ® ® countersunk, AIN
HardieTrim Tabs to preservative -treated wood shall be of hot dipped fill & add nail
zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT
R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple
• Consult applicable product evaluation or listing for correct fasteners type
and placement to achieve specified design wind loads.
• NOTE: Published wind loads may not be applicable to all areas where Local
Building Codes have specific jurisdiction. Consult James Hardie Technical
Services if you are unsure of applicable compliance documentation.
• Drive fasteners perpendicular to siding and framing.
• Fastener heads should fit snug against siding (no air space). (fig. A)
• Do not over -drive nail heads or drive nails at an angle.
• If nail is countersunk, fill nail hole and add a nail. (fig. B)
• For wood framing, under driven nails should be hit flush to the plank with a
hammer (For steel framing, remove and replace nail).
• NOTE: Whenever a structural member is present, HardiePlank should be
fastened with even spacing to the structural member. The tables allowing
direct to OSB or plywood should only be used when traditional framing is
not available.
• Do not use aluminum fasteners, staples, or clipped head nails.
PAINTING
DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie®
Products. James Hardie products must be painted within 180 days for primed
product and 90 days for unprimed.100% acrylic topcoats are recommended.
Do not paint when wet. For application rates refer to paint manufacturers
specifications. Back -rolling is recommended if the siding is sprayed.
CUT EDGE TREATMENT
Caulk, paint or prime all field cut edges. James Hardie touch-up kits are
required to touch-up ColorPlus products.
CAULKING
For best results use an Elastomeric Joint Sealant complying with ASTM C920
Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM
C834. Caulking/Sealant must be applied in accordance with the
caulking/sealant manufacturer's written instructions. Note: OSI Quad as well
as some other caulking manufacturers do not allow tooling.
COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
• Care should be taken when handling and cutting James Hardie® ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any
residue or construction dust left on the product, then rinse with a garden hose.
• Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology.
• Laminate sheet must be removed immediately after installation of each course.
• Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer.
• Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer.
Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products.
Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be
covered under the James Hardie ColorPlus Limited Finish Warranty.
PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:
• Ensure the surface is clean, dry, and free of any dust, dirt, or mildew
• Repriming is normally not necessary
• 100% acrylic topcoats are recommended
• DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products.
• Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature
• DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section
HS11119-P3/4 05/16
COVERAGE CHARTIESTIMATING Gaa,aE
Number of 12 ft. planks, does not include waste
COVERAGE AREA LESS OPENINGS
HARDIEPLANK® LAP SIDING WIDTH
SQ
51/4
61/4
71/4
71/2
8
8114
9114
9112
12
(1 SO =100 sq.ft.)
(exposure)
4
5
6
6114
6 3l4
7
8
81/4
10 314
1
25
20
17
16
15
14
13
13
9
2
50
40
33
32
30
29
25
25
19
3
75
60
50
48
44
43
38
38
28
4
100
80
67
64
59
57
50
50
37
5
125
100
83
80
74
71
63
63
47
6
150
120
100
96
89
B6
75
75
56
7
175
140
117
112
104
100
88
88
65
8
200
160
133
128
119
114
100
100
74
9
225
180
150
144
133
129
113
113
84
10
250
200
167
160
148
143
125
125
93
11
275
220
183
176
163
157
138
138
102
12
300
240
200
192
178
171
150
150
112
13
325
260
217
208
193
186
163
163
121
14
350
280
233
224
207
200
175
175
130
15
375
300
250
240
222
214
188
188
140
16
400
320
267
256
237
229
200
200
149
17
425
340
283
272
252
243
213
213
158
18
450
360
300
288
267
257
225
225
167
19
475
380
317
304
281
271
238
238
177
20
500
400
333
320
296
286
250
250
186
This coverage chart is meant as a guide. Actual usage is subject to variables such
as building design. James Hardie does not assume responsibility
for over or under ordering of product.
RECOGNITION: In accordance with IMES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,0012 International Residential Code for One -
and Two -Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of
Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California
DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications.
m 2016 James Hardie Building Products. All rights reserved. Additional Installation Information,
TM, es and ® denote trademarks or registered trademarks of Warranties, and Warnings are available at
James Hardie Technology Limited. d. is a registered trademark 9 Ja mesHara ie
of James Hardie Technology Limited. WWW�ameSllardle.COm
Panelfast is a registered trademark of ET&F Fastening Systems, Inc.
HS11119-P4/4 05116
PROJECT RIO-2688-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND
FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE
1
EVALUATION SUBJECT
2
EVALUATION SCOPE
2
EVALUATION PURPOSE
2
REFERENCE REPORTS
2
TEST RESULTS
3
TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING
3
TABLE 2A THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH
4
DESIGN WIND LOAD PROCEDURES
5
TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p
5
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B
6
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C
6
TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D
6
TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING
7-12
LIMITATIONS OF USE
12
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE•LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 -10, THE 2017 FLORIDA BUILDING CODE,
AND THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD I. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443 °°°°0°°���"''•
HUNTINGT�0 ON BEACH, CA 92649 `�i�:OGA. '
714-847-4595 FAX
0. 2 121
SATE OF
Lof
ORAL
1
i
' r
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
\ _ PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@iameshardie.com
EVALUATION SUBJECT
HardiePlank® Lap Siding
James Hardie Product Trade Names covered In this evaluation:
HardiePlank® Lap Siding, CemPiank® Siding, Prevail- Lap Siding
EVALUATION SCOPE:
ASCE 7-10
2017 Florida Building Code
2015 International Building Code®
EVALUATION PURPOSE:
This analysis is to determine the mapmum design 3-second gust wind speed to be resisted by an assembly of HardiePlank (CemPlank, Prevail Lap) siding fastened to wood or metal framing with nails
or screws.
REFERENCE REPORTS:
1. Intertek Report 3148104CO0402, Transverse load testing on HardiePlank and HardiePanel Fiber -Cement panels
2. Intertek Report 100717048COQ-003, Transverse load testing on HardiePlank and HardieShingle
�ssf 0 N Ak-
HUNTINGTON BEACH, GA 92649
714-292-2602
714-8474595 FAX
PROJECT: RIO-26B6-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
TEST RESULTS:
Table 1. Results of Transverse Load Testing
Report Number
3148104COQ-002
3148104COQ-002
100717048COQ-003
100717048COQ•003
Test Agency
Intertek
Intertek
Intertek
Intertek
Thickness (in.)
0.3125
0.3125
0.3125
0.3125
Width (in.)
5.25
9.25
8.25
8.25
Frame Type
Wood 2" x 4" SPF
w/ 7/16'
OSB sheathing
Wood 2" x 4' SPF
w/ 7/16'
OSB sheathing
Wood 2• x 4" SPF
w/ 7/16'
OSB sheathing
Wood 2" x 4" SPF
w/ 7/16"
OSB sheathing
Frame Spacing (in.)
12
12
8
6
Fastener Type
#8 waferhead screw, 1
5/8" x 0.375" HD
#8 waferhead screw, 1
5/8" x 0.375" HD
4d ring shank siding
1.5" x 0.090' x 0215"
4d ring shank siding
1.5" x 0.090" x 0215"
Fastener Length (inches)
0.625
1.625
1.5
1.5
Fastening Method
Blind nailed to OSB
Blind nailed to OSB
Bfind nailed to OSB
Blind nailed to OSB
Ultimate Load (psf)
310.4
138.8
152
198
Design Load s
103-5
46.3
50.7
66.0
Effective TributaryTTa
0.333
0.667
0.389
0.292
Fastener Load , as tested
(lb/fastener)
34s
30.8
19.7
19.3
Adjusted withdrawal design load
(Ib/fastener) , W
35.6
35.6
Net Fastener Penetration (n.), P
0.437
0.437
Wood Spec Gravity, G
0.70
0.70
Nail Shank Diameter (in.), D
0.090
0.090
Withdrawal design value per NDS
2015 or ESR-1539 (lbin. penetration),
W
50.9
50.9
:alculaled tastenerwithdrawalload Iscompared with the
est result and the more conservative one will be used
1. Allowable design load is determined from ultimate load divided by a factor of safety of 3.
2. HardiePlank Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets.
3. An equivalent specific gravity of 0.70 for ring shank nails installed on OSB is recommended by APA TT-039C.
4. Calculated fastener withdrawal load Is compared with the test result, and then the more conservative one will be used.
For all cases in the table, the adjusted withdrawal design value, W. Is calculated as
W=CD•W•P
Where,
CD = load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load = 1.6
W = withdrawal design value, calculated per NDS-2D15 or ESR-1539, whichever applicable
P = fastener embedment depth, in.
When nail shank, D,'a 0.099 inch but s 0.376 inch for smooth shank nails, NDS-2015 equation (11.2-3) is used to calculate withdrawal design value
W = 1380 " G(5/2) • D
Where,
G = wood specific gravity per Table 11.3.3A
D = nail shank diameter, in.
When nail shank, D, is less than 0.099Inch, or in the case of ring shank nags, the withdrawal design values were obtained from ICGES ESR-1539 Table 2.
oil' GAW
o• 121 �
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3
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
For Table 2A to 2C the designs loads will be calculated by proportioning the tributary area to each fastener, thereby design load to each fastener will be kept constant. By doing so, the allowable design
load for various HardiePlank widths and stud spacing w ll be determined.
Table 2A, Allowable Design Loads Based on Constant Fastener Load, #8 wafer head screw x 0.375" HD, fasteners concealed (blind screw) at 12" O.C. to WSP sheathing only
For 5.25 inch wide HardiePlank:
Design load = ultimate failure load/FOS = -310.4 psf / 3 = -103.5 psf
Effective tributary= ((plank width exposed to weather X fastener spacing)/144) _ ((5.251.25) X 12)/144 = 0.333 sq.ft.
Fastener load = design load X tributary area = -103.5 X 0.333 = -34.5 pounds
For 9.25 inch wide HardlePlank:
Design load = ultimate failure load/FOS = -138.8 psf13 = -46.3 psf
Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((9.25.1.25) X 12)/144 = 0.667 sq.ft.
Fastener load = design load X tributary area = -46.3.5 X 0.667 = -30.8 pounds
The fastener loads for all other plank widths were linear interplated from the lwo tests based on plank width
Calculated a8owable design load = fastener load tested condition divided by area tributary for the condition to be calculated
HardiePlank Width
Cinches)
h
n
v«
=' a E
F- U
ccm
iL [A
a10i
�
?m,�C
W !- "
v
m
a
a O Q
cc
J
5.25
-310.4
12
0.333
403.5
-34.5
6.25
12
OA17
-80.6
-33.6
7.25
12
0.500
-66.3
' -32.7
7.5
12
0.521
-62.3
-32.4
8
12
0.563
-56.9
-32.0
8.25
12
0.583
-54.4
-31.8
9.25
-138.8
12
0.667
-46.3
-30.8
9.5
12
0.688
-44.5
-30.6
12
12
1 0.896
-31.6
-28.3
Table 2B, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"x0.09"x0.215"), fasteners concealed (blind nail) at 8" O.C. to WSP sheathing only
For 8.25 inch wide HardiePlank:
Design load = ultimate failure load/FOS = -152 psf/ 3 = -50.7 psf
Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((8.25-1.25) X 8)/144 = 0.389 sq.fL
Fastener load = design load X tributary area = -50.7 X 0.389 = -19.7 Ibs
The fastener loads for all other plank width were calculated based an the same fastener load
Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated
H
m
�
a
�
_ o
HardiePlank Width
°-y' E
H M
m o
m w
w
(inches)
H U
lL fn C
W H
a U a
IL J
5.25
8
0.222
-88.7
-19.7
6.25
8
0.278
-70.9
-19.7
7.25
8
0.333
-59A
-19.7
7.6
8
0.347
56.7
-19.7
8
8
0.375
-52.5
-19.7
8.25
-152
8
0.389
-50.7
-19.7
9.25
8
0.444
-44.3
-19.7
9.5
8
0.458
43.0
-19.7
12
8
0,597
1 -33.0
-19.7
Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"4.09"0.215"), fasteners concealed (blind nail) at 6" O.C. to WSP sheathing only
For 8.25 inch wide HardiePlank:
Design load = ultimate failure load/FOS = -198 psf/ 3 = 50.7 psf
Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((8.25-1.25) X 6)/144 = 0.292sq.ft.
Fastener load = design load X tributary area = -66 X 0.292 = -19.3 Ibs
The fastener loads for all other plank width were calculated based on the same fastener load
Calculated agowable design load = fastener load tested condition divided by area tributary for the condition to be calculaf�! f �i,�
y
a
�
J
N
HardiePlank Width
•O � m
y c E
C C U
't m
� � .-�
a44
C
C
C v
m a
(Inches)
ci
cLi
iL to �
a"i
W iE H
a o a.
IT -1
5.25
6
0.167
-115.8
-19.3
6.25
6
0.208
-92.6
-19.3
7.25
6
0250
-77.2
-19.3
7.5
6
0.260
-74.1
-19.3
8
5
0.281
-68.6
-19.3
8.25
-198
6
0.292
-66.0
.19.3
9.25
6
0.333
57.9
-19.3
9.5
6
0.344
-56.1
-19.3
12
6
0.448
-43.1
-19.3
OGA►NI
121
a �
-o •= STATE OF
�ocFsFL 0 R10' • �' y'
.........Sln lAnl
l� /'1
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B,
Wind Speed (3-
second gust)
100
105
110
115
120
130
140
150
16D
170
180
190
200
210
Height (ft)
B
B
B
B
B
B
B
I B
B
B
B
B
B
B
(1-15
-14.4
-15.9
-17.5
-19.1
-20.8
-24.4
-28.3
-32.6
37.0
-41.7
-4&8
-52.1
-57.8
-63.7
20
-14.4
15.9
-17.5
-19.1
-20.8
-24.4
-28.3
-32.5
-37.0
-41.7
-46.8
-52.1
-57.8
-63.7
25
-14.4
-15.9
-17.5
-19.1
-20.8
-24.4
-28.3
-32.5
37.0
-41.7
-46.8
-52.1
-57.8
-63.7
30
-14.4
-15.9
-17.5
-19.1
-20.8
-24.4
-28.3
-32.5
-37.0
41.7
46.8
-52.1
-57.8
-63.7
35
-15.1
-16.6
-18.2
-19.9
-21.7
-25.4
-29.5
-33.9
38.6
-43.5
-48.8
-54.4
-60.2
-66.4
40
-15.7
-17.3
-19.0
-20.7
-22.6
-26.5
-30.7
-35.3
-40.1
-45.3
-50.8
-56.6
-62.7
-69.1
45
-162
-17.9
-19.6
-21.4
-23.3
-27.4
-31.7
-36.4
-41.6
-46.8
-52.5
-58.5
-64.8
-71.4
50
-16.7
-18.4
-20.2
-22.1
-24.1
-28.2
-32.7
-37.6
-42.8
-48.3
-54.1
-60.3
-66.8
-73.7
55
-17.1
-18.9
-20.7
-22.6
-24.7
-28.9
-33.6
-38.5
-43.8
-49.5
-55.5
-61.8
-68.5
-75.5
60
-1
- 99.3
-21.2
-23.2
-2 K2
72 .6
--3T.4
-39.5
.9
- D.
- 6.8
- 33.3
- 0.1
- 77.3
100
-25.6
-28.2
-31.0
-33.8
-36.9
-43.3
-50.2
-57.6
-65.5
-74.0
-82.9
-92.4
-102.4
-112.9
Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C,
Wind Speed (3-
second gust)
100
105
110
115
120
130
140
150
160
170
180
190
200
210
Height (ft)
C
C
C
C
C
C
C
C
C
C
C
C
C
C
0-15
-17.5
-19.3
-21.2
-23.2
-25.2
-29.6
-34A
-39.5
-44.9
-50.7
-56.8
-63.3
-70.1
-77.3
20
-18.6
-20.5
-22.5
-24.6
-26.7
-31.4
-36.4
-41.8
-47.5
-53.7
-60.2
-67.0
-74.3
-81.9
25
A9.4
-21.4
-23.5
-25.6
-27.9
-32.8
-38.0
43.6
-49.6
-56.0
-62.8
-70.0
-77.6
-85.5
30
-20.2
-22.3
-24.5
-26.7
-29.1
-34.2
39.6
-45.5
-51.8
-58.4
-65.5
-73.0
-80.9
-89.2
35
-20.8
-23.0
1 -25.2
-27.6
-30.0
-35.2
-40.8
-46.9
53.3
-60.2
-67.5
-75.2
-83.3
1 -91.9
40
-21.5
-23.7
-26.0
-28.4
-42.0
-18.3
-54.9
-62.0
-69.5
-77.4
-85.8
-94.6
45
22.0
24.2
-26.6
-29.1
-43.1
-49.4
-56.2
-63.5
-71.2
-79.3
-87.9
-96.9
50
-22.5
-24.8
-27.2
-29.7
M-45.9m.0
-44.1
-50.6
-57.6
-65.0
-72.9
-81.2
-89.9
-99.2
55
-22.9
-25.2
-27.7
-30.3
-44.9
-51.5
-58.6
-66.2
-74.2
-82.7
-91.6
-101.0
60
-23.3
-2 .
-282
-3 .8
4 .
2.
- 9.
6 .4
75.
100
-32.6
-35.9
-39A
-43.1
63.8
73.3
83.4
94.1
105.5
-117.6
-130.3
-143.6
Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D.
Wind Speed (3-
second gust)
100
105
110
115
120
130
140
150
160
170
180
190
200
210
Height (ft)
D
D
D
D
D
D
D
D
D
D
D
D
D
D
0-15
-21.2
-23.4
-25.7
-28.1
-30.6
-35.9
-41.6
-47.8
-54.4
-61.4
-68.8
-76.7
-85.0
-93.7
20
-22.3
-24.6
-27.0
-29.5
-32.1
-37.7
43.7
-50.1
-57.0
-64.4
-72.2
-80.4
-89.1
-98.2
25
-23.1
-25.5
-28.0
-30.6
-33.3
-39.0
45.3
-52.0
-59.1
-66.8
-74.9
-83.4
-92A
A01.9
30
-23.9
-26.4
-29.0
-31.6
-34.5
-40.4
-46.9
-53.8
-61.3
-69.2
-77.5
-86.4
-95.7
-105.5
35
-24.5
-27.1
1 -29.7
-32.5
1 -35.3
41.5
48.1
-55.2
-62.8
-70.9
1 -79.5
-88.6
-98.2
-108.3
40
-25.2
-27.7
-30.5
-33.3
-362
-42.5
49.3
-56.6
-64.4
-72.7
-81.5
-90.9
-100.7
-111.0
45
-25.7
-28.3
-31.1
-34.0
37.0
43.4
-50.3
-57.8
-65.7
-74.2
-83.2
-92.7
-102.7
-113.3
5D
-26.2
-28.9
-31.7
-34.6
-37.7
-44.3
-51.3
-58.9
-67.1
-76.7
-84.9
-94.6
-104.8
-116.5
55
-26.6
-29.3
-32.2
-35.2
-38.3
45.0
-52.2
-59.9
-68.1
-76.9
-86.2
-96.1
-106.4
-117.4
60
-2 .0
-29.8
-32.
-3 .
-38.8
- 3.0
-60.8
- 99,2
-
-B .6
-9 .6
- 08.
-11 .2
100
-37.0
40.8
44.7
48.9
-53.2
-62.5
-72.5
-B3.2
-94.6
-106.8
-119.8
-133.4
-147.9
-163.0
Tables 4, 5, and 6 are based on ASCE 7-10 and consistent with the 2015 IBC, 20151RC and the 2017 Florida Building Code.
STATE OF
2�,c�.'
6
1
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2688-17 -
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com i
�. OGA
Table 7, Allowable Wind Speed (mph) for HardlePlank Lap Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 andPa
2015 IBC, 2017 FBC
2015 IBC, 2017 FBC
t L ,!
Allowable, Ultimate
Allowable, Nominal
l�
Design Wind, Speed,
v�35,
Design Wind, Speed,
V"445,
•"ITA
.o �• OF
(3-second gust mph)
(3-second gust mph)
,
�Q ••'•.
/C� p ©pk, .• ++b /
/C , R • ,may,/,
•"• • • "��• s •� I
�s8
Applicable to methods
specified in 1201518C,
2017 FBCj Section
Applicable to methods
specified in Exceptions 1
1609.1.1. as determined by
[20151BC, 2017 FBC)
Figures 1609.3(1), (2) or
through 3 of [2015 IBC,
2017 F9Cj Section
1609.1.1.
/ (t( (�
�o�° O 1 •� 8/!lf f
(3).
1 Coefficients used In Table 6 calculations for VWt
Wind a osure category
Wind exposure category
Siding
K.
Product
Product
Thidmess
(inches)
Wdth
(inches)
Fastener
Type
Fastener
Sparing
Frame
Type
Fastener
Spacing
(inches)
Building
Height'.2
(feet)
B
C
D
B
C
D
Allowable
Design
Load
(PSF)
5cp B
Exp C
6tp D
n
ICd
GCp
GCp
0-15
26B
243
221
207
188
171
-103.5
0.7
0.85
1.03
h %60
1
0.85
-1.4
0.18
20
268
236
216
207
183
167
-103.5
0.7
0.9
1.08
1
0.85
AA
0.18
25
268
231
212
207
179
164
-103.5
0.7
0.94
1.12
1
0.85
-1.4
0.18
HardlePlank
5116
5.25
N0.8 x 1-
5/8" long x
0.375" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
12
30
268
226
208
207
175
161
.103.5
0.7
0.98
1A6
1
0.85
-1.4
0.18
35
262
223
205
203
173
159
-103.5
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
257
220
203
199
17D
157
103.5
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
253
217
201
196
168
155
A0s.5
0.785
1.085
1.245
1
D.85
-1.4
0.18
50
249
215
199
193
166
154
-103.5
0.81
1.09
1.27
1
0.85
AA
0.18
55
246
213
197
190
165
153
-103.5
0.83
1.11
1.29
1
0.85
AA
0.18
1
60
243
211
196
188
163
152
-103.5
0.85
1.13
1.31
1
0.85
-1.4
0.18
100
201
178
167
156
138
130
-103.5
0.99
1.26
1.43
h>60
1
0.85
-1.8
0.18
0-15
236
214
195
183
166'
151
-80.6
0.7
0.85
1.03
h�0
1
0.85
-1.4
0.18
20
236
208
190
183
161
147
.90.6
0.7
0.9
1.08
1
0.85
-1A
0.18
HardlePlank
5116
6.25
No. 8 x 1-
5/8" long x
0.375" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 woad
or 20 ga.
steel
framing,
7H6"thick
WSP
sheathing
12
25
236
204
187
183
158
145
-80.6
0.7
0.94
1.12
1
0.85
AA
0.18
30
236
200
184
183
155
142
-80.6
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
231
197
181
179
152
140
-80.6
0.73
1.01
1.19
1
0.85
AA
0.18
40
227
194
179
176
150
139
-80.6
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
223
192
177
173
148
137
-80.6
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
220
189
175
170
147
136
-80.6
0.81
1.09
127
1
0.85
-1.4
0.18
55
217
188
174
168
145
135
-80.6
0.83
1-11
1ze
1
0.85
-1.4
0.18
60
214
186
173
166
144
134
80.8
o.a5
1.13
1.31
1
0.85
-1.4
0.18
100
177
157
148
137
122
114
-80.6
0.99
1.26
1.43
hv60
1
0.85
-1.8
0.18
0.15
213
193
175
165
150
136
-65.3
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
213
188
171
165
145
133
-65.3
0.7
0.9
1.08
1
0.85
-1A
0.18
HardiePlank
5/16
7.25
No. 8 x 1-
5/8" long x
0.375" HD
ribbed
waferhead
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16'thick
12
25
213
184
168
165
142
130
-65.3
0.7
0.94
1.12
1
0.85
AA
0.18
30
213
180
165
165
139
128
-65.3
0.7
0.98
1,16
1
0.95
-1A
0.18
35
208
177
163
161
137
126
-65.3
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
204
175
161
158
135
125
-65.3
0.76
1.04
1.22
1
0.05
-1.4
0.18
45
201
172
159
156
134
124
-65.3
0.785
1.065
1.245
1
0.85
-1.4
0.18
screws
WSP
sheathing
50
198
170
158
153
132
122
-65.3
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
196
169
157
161
131
121
-65.3
0.83
1.11
1:9
1
M.
-1.4
0.18
60
193
167
155
150
130
120
-65.3
0.85
1.13
1.31
1
0.85
-1.4
0.18
100
160
142
133
124
110
103
-65.3
0.99
1.26
1.43
h>60
1
0.85
A.8
0.18
0.15
208
188
171
161
146
133
.62.3
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
208
183
167
161
142
130
-B2.3
0.7
0.9
1.08
1
0.85
AA
0.18
HardiePlank
5/16
7.5
No. 8 x 1-
5/8" long x
0.375" HD
waferibbed
sere sad
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7116" thick
WSP
sheathing
12
25
208
179
164
161
139
127
-623
0.7
0.94
1.12
1
0.85
AA
0.18
30
208
176
161
161
136
125
-62.3
0.7
0.98
1.16
1
0.95
-1.4
11.19
35
203
173
159
158
134
123
-623
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
199
170
157
164
132
122
-823
0.76
1.04
-22
1
o.ss
-1.4
0.18
45
196
168
155
152
130
121
-62.3
0.785
1.085
1.245
1
0.85
-1.4
0.18
50
193
166
154
150
129
119
-623
0.81
1.09
1.27
1
0.85
AA
D.18
55
191
165
153
148
128
119
-623
0.83
1.11
129
1
0.86
-1.4
0.18
60
180
163
152
146
127
118
-82.3
0.85
1.13
1 1.31
1
0.85
-1.4
0.18
100
156
138
130
121
107
101
-623
0.99
1.26
1.43 jh>60
1
0.85
-1.8
0.18
0.15
198
180
164
154
139
127
-56.9
0.7
0.85
1.03 lhaSo
1
0.85
-IA
0.18
20
198
175
160
154
136
124
-56.9
0.7
0.9
1.08
1
0.85
-1.4
0.18
HardiePlank
5116
8
No. 8 x 1-
5/8" long x
0.376" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
1
12
25
198
171
157
164
133
122
-56.9
0.7
9.94
1.12
1
0.85
-1.4
0.18
30
198
168
154
164
130
119
-56.9
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
194
165
152
151
128
118
-56.9
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
190
163
150
148
126
116
-55.9
0.76
1.04
1.22
1
0.85
-1A
0.18
45
187
161
149
145
125
115
-56.9
0.785
1.065
1.245
1
0.85
-1.4
0.1a
50
184
159
147
143
123
114
-56.9
0.al
1.o9
127
1
0.85
-1.4
0.18
55
182
158
146
141
122
113
-56.9
o.e3
1.11
1z9
1
0.85
-1.4
0.18
60
180
156
145
139
121
112 ,
-16.8
HE
1.13
1.31
1
0.85
-1.4
1-8
100
149
132
124
115
102
96
-56.9
0.99
1.28
1.43
h>60
1
0.85
-1.8
0.18
7
HUNTINGTON BEACH, CA 92649
i 714-292-2602
714-847-4595 FAX
PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
I'°'°°Q,1 /0Ggly''
� t
20151BC, 2017 FBC
2015IBC, 2017 FBC
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-% fill
Coefficients used In TaZd"f(Mk. Utions for V, ,
Allowable, Ultimate
Design Wind, Speed,
V'3,5'
3-second gust mph)
Allowable, Nominal
Design Wind, Speed,
V-d 4,5.
(3-second gust mph)
Applicable to methods
specified in [201518C;
2017 FBC] Section
1609.1.1. as determined by
120151BC, 2017 FBC]
Figures 1609.3(1), (2) or
(3).
Applicable to methods
specified in Exceptions 1
through 3 of 120151BC,
2017 FBC] Section
16D9.1.1.
Wind exposure tego
Wind exposure
category
Siding
K.
Product
Product
Thickness
(inches)
Width
(inches)
Fastener
Type
Fastener
Spacing
Frame
Type
Fastener
Spacing
(inches)
Building
HeighP
(feet)
B
C
D
B
C
D
Allowable
Desi n
g
Load
(PSF)
Exp B
EXP C
Ecp D
K.
I(e
GC
GCa
HardiePlank
5116
8.25
No. 8 x 1-
5/8" long x
0.375" HD
waferheribbed
screws6
crews
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16° thick
WSP
sheathing
12
0-15
194
176
160
150
136
124
54.4
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
1 194
171
156
150
133
121
-54.4
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
194
168
153
150
130
119
54A
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
194
164
151
150
127
117
-54.4
0.7
0.98
1.16
1
0.85
.1.4
0.18
35
190
162
149
147
125
115
-54.4
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
186
159
147
144
123
114
54A
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
183
157
146
142
122
113
-54.4
0.785
1.055
1.245
1
0.85
-1.4
D.18
50
180
156
144
140
121
112
-54.4
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
178
154
143
138
119
111
-54.4
0.83
1.11
1.29
1
0.85
-1.4
0.18
60
176
153
142
136
118
110
-54.4
0.85
1.13
1.31
1
0.85
-IA
0.18
100
146
129
121
113
100
94
-54A
0.99
128
1.43
h>60
1
10.85.
-1.8
0.18
HardiePlank
5/16
9.25
No. 8 x 1-
518. long x
0.375" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
12
0.15
179
162
148
139
126
114
-46.3
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20 •
179
158
144
139
122
112
-46.3
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
179
164
142
139
120
110
-46.3
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
179
151
139
139
117
108
-46.3
0.7
0.98
1.16
1
0.85
AA
0.18
35
175
149
137
136
115
106
-46.3
0.73
1.01
1.19
1
0.85
AA
DAS
40
160
172
147
136
133
114
105
-46.3
0.76
1.04
1.22
1
0.85
-IA
0.18
45
169
145
134
131
1 112
104
-46.3
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
166
143
133
129
111
103
-46.3
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
164
142
132
127
110
102
46.3
0.a3
1.11
129
1
0.85
-1.4
0.18
162
14l
131
126
109
101
-46.3
0.85
1.13
1.31
1
0.85
AA
0.18
100
134
119
112
1 D4
92
87
46.3
0.99
1.26
1.43
h>60
1
0.85
-1.8
0.18
HardiePlank
5116
9.5
No. 8 x 1-
5/8. long x
0.375" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7116" thick
WSP
sheathing
12
0-15
176
159
145
136
123
112
-44.5
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
176
155
141
136
120
109
-44.5
0.7
0.9
1.08
1
0.85
-1A
0.18
25
176
152
139
136
117
108
-44.5
0.7
0.94
1.12
1
0.85
.1.4
0.18
30
176
148
136
136
115
106
-44.5
0.7
0.98
1.16
1
0.85
AA
0.18
35
172
146
135
133
113
1D4
-44.5
0.73
1.01
1.19
1
55
-IA
0.18
40
169
144
133
131
112
103
-44.5
0.76
1.04
1.22
1
0.85
-IA
0.18
45
166
142
132
128
110
102
-44.5
0,785
1.065
1.245
1
0.85
AA
0.18
50
163
141
130
126
109
101
-44.5
0.81
1.09
1.27
1
0.85
AA
0.18
55
161
139
129
125
108
100
-44.5
0.83
1.11
1.29
1
0.65
-IA
0.18
60
159
138
128
123
107
99
-44.5
0.85
1.13
1.31
1
0.85
-1A
0.18
100
132
117
102
91
�4.5
0.99
128
1.43
h>60
1
0.85
-1.8
0.18
HardiePlank
5/16
12
No. 8 x 1-
518" long x
0.375" HD
ribbed
waferhead
screws
Blind
screwed
to WSP
2X4 wood
or 20 ga.
steel
framing,
7/16° thick
WSP
sheathing
12
D-15
148
134
122
115
104
94
-31.6
0.7
0.85
1.03
hs60
1
0.85
-lA
0.18
20
140
131
119
115
101
92
-31.6
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
148
128
117
115
99
91
-31.6
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
148
125
115
115
97
89
-31.6
0.7
0.98
1.16
1
-1.4
0.18
35
145
123
113
112
95
88
-31.5
0.73
1.01
1.19
1
Ea
0.85
-1.4
0.18
40
142
121
112
110
94
87
-31.6
0.76
1.04
122
1
0.85
-IA
0.18
45
140
120
111
108
93
86
-31.8
0.7a5
1.065
1.245
1
0.85
-1.4
0.18
50
138
119
-
107
92
0.81
1.09
1.27
1
0.85
.1.4
0.18
55
136
118
105
91
0.a3
1.11
1.29
1
0.85
-1.4
0.18
60
134
116
104
90
0.85
1.13
1.31
1
0.85
-1.4
0.18
100
Ill86
g-31.6
0.99
128
1.43
h>60
1
0.85
-1.8
0.180-15
HardiePlank
5116
5.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7116° thick
WSP
sheathing
8
248
225
2D4
192
174
158
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
248
219
199
192
169
155
0.7
o.s
1.08
1
0.85
-1.4
o.1e
25
248
214
196
192
166
152
-88.7
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
248
209
192
192
162
149
-88.7
0.7
0.98
1.16
1
0.85
-1A
0.18
35
243
206
190
188
160
147
-88.7
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
238
203
188
184
157
145
-88.7
0.76
1.04
1.22
1
0.85
-IA
0.18
45
234
201
186
181
156
144
-88.7
0.785
1.055
1.245
1
0.85
-1.4
18
50
230
199
184
178
154
143
-88.7
0.81
1.09
127
1
0.85
-1.4
0.18
55
1 228
197
183
176
152
141
88.7
0.83
1.11
129
1
0.85
-1.4
0.18
60
1 225
195
181
174
151
140
88.7
0.85
1.13
1.31
1
0.85
-1.4
0.18
100
1 186
165
155
144
128
120
88.7
0.99
1.26
1.43
jh>60
I 1
0.85
-1.8
0.18
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
J PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardle.com
2015 IBC, 2017 FBC
20151BC, 2017 FBC
Q •. J • r . : • LW ,14
P. ,�
........... R ,1
s 10 N PA
1�e>r//"1/1 i
Coefficients used in Table 6 calculations for Vwk
Allowable, Ultimate
Design Wind, Speed,
V.ft3.5
(3 second gust mph
Allowable, Nominal
Design Wind, Speed,-41
Vag •5,
(3 second gust mph)
Applicable to methods
specified in 12015 IBC,
2017 FBC] Section
1609.1.1. as determined b
1201519C, 2017 FBC]
Figures 1609.3(1),(2) or
(3).
Applicable to methods
specified in Exceptions 1
through 3 of [20151BC,
2017 FBC] Section
1609.1.1.
Wind exposure egory
Wind exposure category
Siding
K,
Product
Product
Thickness
Cinches)
Width
(inches)
Fastener
Type
Fastener
Spacing
Frame
Type
Fastener
Spacing
(inches)
Building
Heighe.2
(feet)
B
C
D
B
C
D
Allowable
Design
Load
(PSF)
Exp B
Exp C
Exp D
Ka
>4
G
G
HardiePlank
5116
6.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 woad
or 20 ga.
steel
framing,
7/16' thick
WSP
sheathing
8
0-15
222
201
183
172
156
142
-70.9
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
222
195
178
172
151
138
-70.9
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
222
191
175
172
148
136
-70.9
0.7
0.94
1.12
1
o.a.5
I AA
0.18
30
222
187
172
172
145
133
-70.9
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
217
165
170
168
143
132
-70.9
0.73
1.01
1.19
1
0.85
-1A
0.18
40
213
182
168
165
141
130
-70.9
0.76
1.04
122
1
O.B5
-1.4
0.18
45
209
1 BO
166
162
139
129
-70.9
0.785
1.065
1.245
1
0.85
-IA
0.18
50
206
178
165
160
138
127
-70.9
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
2D4
176
163
158
136
126
-70.9
0.83
1.11
129
1
0.85
-14
0.18
60
201
174
162
156
135
125
-70.9
0.85
1.13
1.31
1
0.85
-1.4
0,18
100
166
148
139
129
114
107
-70.9
0.99
126
1.43
hv60
1
0.85
A.9
0.18
HardiePlank
5/16
7.25
0.090"
shank X
0.215" HD
X 1.5' long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7116'thick
WSP
sheathing
8
0-15
202
194
167
157
142
129
-59.1
0.7
0.85
1.03
hr60
1
0.85
-1.4
0.18
20
202
178
163
157
138
126
-69.1
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
202
175
160
157
135
124
-59.1
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
202
171
157
157
132
122
-59.1
0.7
0.98
1.16
1
0.85
AA
0.18
35
198
168
155
153
130
120
-59.1
0.73
1.01
1.19
1
0.85
-IA
0.18
40
194
166
153
150
129
119
-59.1
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
191
164
152
148
127
118
-59.1
0.785
1.065
1.245
1
0.85
-lA
0.18
50
186
162
150
146
126
116
-59.1
0.81
1.09
1.27
1
0.85
-IA
0.18
55
186
161
149.
144
124
115
-59.1
0.83
1.11
1.29
1
0.85
-1.4
0.18
60
184
159
148
142
123
115
-59.1
0.85
1.13
1.31
1
0.85
AA
0.18
100
152
135
126
118
104
98
-59.1
0.99
1.26
1.43
hv60
1
0.85
-1.8
0. 88
HardiePlank
5116
7.5
0.09W
shank X
0,215" HD
X 1.5' long
ring shank
nail
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7116'thick
WSP
sheathing
8
180
163
154
139
127
-56.8
0.7
0.85
1.03
hsW
1
0.85
-lA
0.18
175
160
154
135
124
-56.8
0.7
0.9
1.08
1
0.85
-1.4
0.18
171
157
154
133
121
-56.8
0.7
0.94
1.12
1
0.85
-1.4
0.18
168
154
154
130
119
-56.6
0.7
0.98
1.16
1
0.85
-lA
0.18
V50.
165
152
150
128
118
-56.8
0.73
1.01
1.19
1
0.85
-1.4
0.18
163
150
147
126
116
-%8
0.76
1.04
1.22
1
0.85
-1.4
0.18
161
149
145
124
115
-56.8
0.78.5
1.085
1.245
1
0.85
AA
0.18
159
147
143
123
114
-58.8
0.81
1.09
1.27
1
0.85
AA
0.18
157
146
141
122
113
Sfi.a
0.83
1.11
1.29
1
0.85
-1.4
0.18
60
180
156
145'
139
121
112
-56.8
0.a5
1.13
1.31
1
0.85
-1.4
0.18
100
149
132
124
115
102
96
-56.8
0.99
1.26
iA3
h�60
1
0.65
-1.8
0.18
HardiePlank
5/16
8
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
8
0-15
191
173
157
148
134
122
-525
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
191
168
154
148
130
1 119
-52.5
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
191
165
151
148
128
117
-52.5
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
191
161
148
148
125
115
-52.5
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
187
159
146
145
123
113
-52.5
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
183
156
144
142
121
112
-52.6
0.76
1.04
122
1
0.85
-1.4
0.18
45
180
155
143
140
120
111
-52.5
0.7B5
1.065
1.245
1
0.85
.1.4
0.18
50
177
153
142
137
118
110
-52.5
0.81
1.09
1,27
1
0.85
-1.4
D.18
55
175
151
141
136
117
109
-52.5
0.83
1.11
1.29
1
0.85
-1.4
0.18
60
173
150
139
134
116
108
52.5
0.85
1.13
1.31
1 1
1 0.85
-1.4
1 0.18
100
143
127
119
ill
98
92
-525
0.99
1.26
1.43
m60
1
0.85
1 -1.8
0.1e
HardiePlank
5/16
8.25
0.090"
shank X
a 215" HD
X 1.5' long
ring shank
nails
Blind
no to
WSP
2X4 wood
or 20 ga.
steel
framing,
7116" thick
WSP
sheathing
8
0-15
187
170
154
145
132
120
-50.7
0.7
0.65
1.03
hs50
1
0.85
-IA
0.18
20
187
165
151
146
128
117
-5D.7
0.7
0.9
1.08
1
0.85
AA
0.18
25
187
162
148
145
125
115
-50.7
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
187
158
146
145
123
113
-50.7
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
183
156
144
142
121
111
-50.7
0.73
1.01
1.19
1
0.86
-IA
0.18
40
180
154
142
139
119
110
-50.7
0.76
1.04
122
1
0.85
-1.4
0.18
45
177
152
140
137
11 B
109
5D.7
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
174
150
139
135
116
108
.50.7
0.81
1.09
127
1
0.85
-1.4
0.18
55
172
149
138
133
115
107
-50.7
0.a3
1.11
128
1
0.85
-1.4
D.1e
60
170
147
137
132
114
106
-50.7
0.85
1.13
1.31
1
0.85
-1.4
0.ia
100
141
175
117
109
•97
91
-50.7
0.99
12fi
1.43
h>eo
1
0.85
-1.8
0.18
HUNTINGTON BEACH, CA 92649
r i 714-292-2602
714-847-4595 FAX
PROJECT:RIO-2688-17 loll/
JAMES HARDIE BUILDING PRODUCTS, INC. 111 HAW
e4121
1-888-542-7343 1�1
info@jameshardie.com
N .
2015 /BC, 2017 FBC
2015 IBC, 2017 FBC
; y
> ai
" STATE OF
Q�� "'• /- f" , V
�s • • C O �� E
►yU/(
Coefficients used in Table 6 calculations for V,
Allowable, Ultimate
Design Wind, Speed,
V 7.5
W
(3•second gust mph)
Allowable, Nominal
Design wnd, Speed,
a �.e
(3-second gust mph)
Applicable to methods
specified in 120151BC,
2017 FBC] Section
1609.1.1. as determined by
120151BC, 2017 FBC)
Figures 1609.3(1), (2) or
(3).
Applicable to methods
specified in Exceptions 1
through 3 of [20151BC,
2017 FBC] Section
1609.1.1.
Wind exposure tego
Wind exposure category
Siding
K,
Product
Product
Thickness
(inches)
Width
(inches)
Fastener
Type
Fastener
Spacing
Frame
Type
Fastener
Spacing
Cinches)
Building
Heightl•Z
(feet)
B
C
D
B
C
D
Allowable
Design
Load
(`SF)
Exp B
Exp C
Exp D
K.
Ka
GC"
G
HardiePlank
5/16
9.25
0.D90"
shank X
0.215"HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
8
0-15
175
159
144
136
123
112
-14.3
0.7
0.85
1.03
h560
1
0.85
-1.4
0.18
20
175
155
141
136
120
109
-44.3
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
1 175
151
139
136
117
ID7
-44.3
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
175
148
136
136
115
105
-44.3
0.7
0.98
1.16
1
0.85
-lA
0.18
35
172
146
134
133
113
1D4
-44.3
0.73
1.01
1.19
1
0.85
.1.4
0.18
40
168
144
133
130
Ill
103
-44.3
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
165
142
131.
128
110
102
-44.3
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
163
140
130
126
1D9
101
-44.3
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
161
139
129
125
108
100
-44.3
0.83
1.11
129
1
0.85
-1.4
0.18
60
159
138
128
123
107
99
-44.3
0.85
1.13
1.31
1
0.85
-1.4
0.18
100
132
117
102
90
-44.3
0.99
1.26
1.43
h>60
1
0.85
-1.8
0.18
HardiePlank
5/16
9.5
0.090"
shank X
0.215" HD
ring shank
ring shank
nail'
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16' this k
WSP
sheathing
8
0-15
173
157
142
134
121
110
-43.0
0.7
0.85
1.03
hs60
1
0.85
-IA
0.18
20
173
152
139
134
118
108
-43.0
0.7 -
0.9
1.08
1
0.85
-IA
0.18
25
173
149
136
134
115
106
-43.0
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
173
145
134
134
113
104
-43.0
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
169
144
132
131
111
103
-43.0
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
166
142
131
128
110
101
-43.0
0.76
1.04
1.22
1
0.85
-1.4
0.18
45
163
140
129
126
108
100
-43.0
0.785
1.065
1245
1
0.85
-1.4
0.18
50
160
138
128
124
107
99
-43.D
0.81
1.09
127
1
0.85
-IA
0.18
55
158
137
127
123
106
98
-43.0
0.83
1.11
1.29
1
0.85
-IA
0.18
60
157
136
126
121
105
98
-43.0
0.85
1.13
1.31
1
0.85
-IA
0.18
100
130
115
100
89
-43.0
0.99
Us
1.43
h>60
1
10.85
-1.8
0.18
HardiePlank
5116
12
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
oohs
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
8
0-15
151
137
125
117
106
97
-33.0
0.7
0.85
1.03
hs60
1
0.85
-1.4
0.18
20
15l
133
122
117
103
94
-33.0
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
151
130
119
117
101
93
-33.0
0.7
0.94
1.12
1
0.85
-lA
0.18
30
151
128
117
117
99
91
-33.0
0.7
0.98
1.16
1
0.85
-IA
0.18
35
148
126
116
115
97
90
-33.0
1.01
1.19
1
0,85
-IA
0.1B
40
145
124
114
112
96
89
-33.0
1.04
122
1
0.85
-1A
0.18
45
143
123
113
111
95
88
-33.0
1.065
1.245
1
0.85
-1.4
0.18
50
141
121
112
109
94
87
3a.0
[0.765
1.0s
1.27
1
0.95
-1.4
o,1a
55
139
120
111
108
93
86
-W.0
1.11
1.29
1
0.85
-1.4
0.18
60
137
119
110
1D6
92
86
-33.0
1.13
1.31
1
0.85
-1.4
0.18
100
114
88
-33.0
126
1.43
h>60
1
0.85
-1.8
0.18
HardiePlank
5/16
5.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16' thick
WSP
sheathing
6
D-15
283
257
233
219
199
181
-115.8
.
0.85
1.D3
hs60
1
0.85
-1A
0.18
20
283
250
228
219
193
177
-115.8
0.7
0.9
1.08
1
0.85
-IA
0.18
25
283
244
224
219
189
173
-115.8
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
283
239
220
219
185
170
-115.8
0.7
0.98
1.16
1
0.85
-IA
0.18
35
277
236
217
215
183
168
-115.8
0.73
1.01
1.19
1
0.95
-IA
0.18
40
272
232
215
211
180
166
-115.8
0.76
1.04
1.22
1
0.85
-IA
0.18
45
267
230
212
207
178
164
-115.8
0.785
1.085
1.245
1
0.85
-1.4
0.18
50
263
227
210
204
176
163
-115.8
0.81
1.09
127
1
0.85
-IA
0.18
55
260
225
209
201
174
162
-115.8
0.83
1.11
129
1
0.85
-IA
0.18
60
257
223
207
199
173
160
.115.8
0.85
1.13
1.31
1
0.85
-IA
0.18
100
213
189
177
165
146
137
-115.8
0.99
1.28
1.43
h>80
1
0.85
-1.8
0.18
HardiePlank
5/16
6.25
0.090"
shank X
0.215" HD
X 1,5" long
ring shank
nail
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16"thick
WSP
sheathing
6
0.15
253
230
209
196
178
162
-92.6
0.7
0.85
1.03
h560
1
0.85
-lA
D.1B
20
253
223
2D4
196
173
158
-92A
0.7
0.9
1A8
1
0.85
-1.4
0.18
25
253
219
200
196
169
155
-926
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
253
214
197
196
166
162
-92.6
0.7
D.98
1.16
1
0.85
-1.4
0.18
35
24s
211
194
192
163
150
sz.s
o.73
1.01
1.1s
1
0.95
-1.a
a16
208
192
188
161
149
-92.6
0.76
1.04
122
1
0.85
-1.4
0.18
239
205
190
7
-92.6
0.785
1W5
1.246
1
D.BS.1.4
0.18
235
203
Ills
6
-92.6
0.81
1.01
127
1
0.85
-1.4
0.18
g40243
233
201
187
a178154
5
-92.6
0.83
1,11
1.29
10.85230
199
196
3
-92.6
0.85
1.13
1.31
1
0190
169
158
3
-92.6
0.99
126
1.43
h>BO
1
0.85
-1.8
0.18
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2688-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-B88-542-7343
info@jameshardie.com
pGA Wq
� 21
20151BC, 2017 FBC
2015 IBC, 2017 FBC
Q`
- �p ••. FL 1�
(� �)
- FSS1 O M A` "
/J
Coefficients used In Table 6 calculations for VWx
Allowable, Ultimate
Design Wind, Speed,
35
(3-second gust mph)
Allowable, Nominal
Design Wind, Speed,Vt4
.5
(3-second gust mph)
Applicable to methods
specified in 120151BC,
2017 FBC] Section
1609.1.1. as determined by
12015 IBC, 2017 FBC]
Figures 1609.3(1), (2) or
(3).
Applicable to methods
specified in Exceptions 1
through 3 of ]201518C,
2017 FBC] Section
1609.1.1.
Wind exposure tego
Wind exposure category
Siding
K.
Product
Product
Thickness
(inches)
Width
(inches)
Fastener
Type
Fastener
Sparing
Frame
Type
Fastener
Sparing
(inches)
Building
Height' 2
(feet)
B
C
D
B
C
D
Allowable
Design
load
(PSF)
Exp B
Exp C
Exp D
Kn
K,
G
G
HardiePlank
5/16
7.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed t0
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16• thick
WSP
sheathing
6
0-15
231
210
191
179
163
148
-772
0.7
0.85
1.03
h960
1
0.85
-IA
0.18
20
231
204
186
179
158
144
-77.2
0.7
0.9
1.08
1
0.85
AA
0.18
25
231
200
183
179
155
142
-772
0.7
0.94
1.12
1
0.85
-1.4
10.18.
30
231
195
180
179
151
139
-77.2
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
226
192
177
175
149
137
-77.2
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
222
190
175
172
147
136
-77.2
0.76
1.134
122
1
45
218
187
173
169
145
134
-77.2
0.785
1.055
1.245
1
50
215
185
172
166
144
133
-77.2
0.81
1.09
1.27
1
WAA
55
212
184
170
164
142
132
-77.2
0.83
1.11
128
1
860
210
182
169
163
141
131
-77.2
0.85
1.13
1.31
1
8
100
174
154
145
135
119
112
-77.2
0.99
1.2E
1.43
h>60
1
0.65
.1.8
0.18
HardiePlank
5/16
7.5
0.090"
shank X
0.215• HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
6
0.15
227
206
187
175
159
145
-74.1
0.7
0.85
1.03
Iu60
1
0.85
-1.4
0.18
20
227
200
182
175
155
141
-74.1
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
227
195
179
175
161
139
-74.1
0.7
0.94
1.12
1
0.85
-1A
0.18
30
227
191
176
175
148
136
-74.1
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
222
189
174
172
146
135
-74.1
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
217
186
172
168
144
133
-74.1
0.76
1.D4
122
1
0.85
-1.4
0.18
45
214
184
170
166
142
132
-74.1
0.785
1.065
1.245
1
0.85
-1.4
M18
50
211
182
168
163
141
130
-74.1
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
208
180
167
161
139
129
-74.1
0.83
1.11
129
1
0.85
-1.4
0.18
60
206
178
166
159
138
128
-74.1
0.85
1.13
1 . 1
1
0.95
-1.4
0.18
170
151
142
132
117
110
-74.1
0.99
1.26
1.43
h>60
1
0.85
-1.8
0.18
HardiePlank
5/16
8
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed t0
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16"thick
WSP
sheathing
6
218
198
180
169
163
139
-68.6
0.7
0.85
1.03
h580
1
0.85
.1.4
0.18
218
192
176
169
149
135
-68.6
0.7
0.9
1.o6
1
0.85
-1.a
o.18
R40
218
188
172
169
145
133
-68.6
0.7
0.94
1.12
1
0.85
-1.4
0.18
218
184
169
169
143
131
-68.6
0.7
0.98
1.16
1
0.85
-1A
0.18
213
181
167
165
141
130
-68.6
0.73
1.01
1.19
1
0.85
AA
0.18
209
179
165
162
139
128
-68.6
0.76
1.D4
122
1
0.85
-1.40.18
206
177
163
159
137
127
-68.6
0.785
1.065
1.245
1
0.85
4
-1fi4�
0.18
50
203
175
162
157
135
125
-68.8
0.81
1.09
1.27
1
0.85
o.1a
55
200
173
161
155
134
124
-68.8
0.83
1.11
1.28
1
0.95
0.18
60
196
172
159
153
133
123
-68.6
0.85
1.13
1.31
1
0.85
0.1a
100
164
145
136
127
112
105
-88.6
0.99
Us
1.43
tv60
1
0.a5
-1.8
o.18
HardiePlank
5116
8.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16' thick
WSP
sheathing
6
0-15
214
194
176
166
150
137
-66.0
0.7
0.85
1.03
h560
11
1
0.a5
-1.4
D.18
20
214
189
172
166
146
133
-66.0
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
214
184
169
166
143
131
-66.0
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
214
181
166
166
140
129
-68.0
0.7
0.98
1.16
1
0.85
AA
0.18
35
209
178
164
162
138
127
-66.0
0.73
1.01
1.19
1
0.85
AA
0.18
40
205
175
162
159
136
125
-66.0
0.78
1.04
122
1
0.85
-1.4
0.18
45
202
173
160
156
134
124
-66.0
0.785
1.085
1.245
1
0.85
-1.4
0.18
50
199
171
159
154
133
123
-66.0
0.81
1.09
127
1
0.e5
-1.4
0.18
55
196
170
157
152
132
122
-66.0
0.83
1.11
1.29
1
0,8.5
-1.4
0.18
60
194
168
156
150
130
121
-66.0
0.85
1.13
1.31
0.85
-1.4
0.18
100
161
142
134
124
110
104
-66.0
0.99
1.2E
1.43
n-60
1 I
o.a5
-1.a
o.19
HardiePlank
5/16
9.25
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
6
0-15
20D
182
165
155
141
128
-57.9
0.7
0.85
1.03
Woo
1
0.05
-1A
0.18
20
200
177
161
165
137
125
-57.9
0.7
0.9
1.08
1
0.85
-1.4
0.18
25
200
173
158
155
134
123
-57.9
0.7
0.94
1.12
1
0.85
-IA
0.18
30
200
169
156
155
131
120
-57.9
0.7
0.98
1.18
1
0.85
-1.4
0.18
35
196
167
154
162
129
119
-57.9
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
192
164
152
149
127
117
-57.9
0.76
1.04
122
1
0.85
-1.4
0.18
45
189
162
150
146
126
116
-67.9
0.785
1.055
1.245
1
0.85
.1.4
0.18
50
186
160
149
144
124
115
-67.8
0.81
1.09
1.27
1
0.85
.1.4
0.18
55
184
159
148
142
123
114
-57.9
0,83
1.11
1.29
1
0.85
-1.4
0.18
J.
60
182
158
146
141
122
113
-57.9
0.85
1.13
1.31
1
0.85
.1.4
0.18
100
150
133
125
117
103
97
-57.9
0.99
1.26
1.43
tv60
1
0.a5
-1.9
nuts i trvu i uni caru,n, um uzugv
714-292-2602
714-847-4595 FAX
} PROJECT: RIO-2688-17 {
JAMES HARDIE BUILDING PRODUCTS, INC. - < -'
1-888-542-7343
info@jameshardie.com
2015 IBC, 2017 FBC
2015 /BC, 2017 FBC
Allowable, Ultimate
Allowable, Nominal
Design Wind, Speed,
Design Wind, Speed,
3$
V,d,
45
V-d ,
(3-second gust mph)
(3-second gust mph)
Applicable to methods
specified In 12015 IBC,
Applicable to methods
2017 FBC] Section
specified in Exceptions 1
1609.1.1. as determined by
through 3 of (2015IBC,
120151BC, 2017 FBC]
2017 FBC] Section
Figures 1609.3(1),(2) or
1609.1.1.
(3).
Coefficients used in Table 6 calculations for VW,
Wind exposure tego
Wind exposure category
Siding
K,
Product
Product
Thickness
(Inches)
Width
(inches)
Fastener
Type
Fastener
Spacing
Frame
Type
Fastener
Spacing
(inches)
Building
Heighe.2
(feet)
B
C
D
B
C
D
Allowable
Design
Load
(PSF)
Exp B
Exp C
ExP D
Ka
Ke
GC.
GC,;
0-15
197
179
163
153
139
126
-56.2
0.7
0.85
1.03
h560
1
0.85
-1.4
0.18
20
197
174
159
153
135
123
-56.2
0.7
0.9
1.08
1
0.85
-1.4
0.18
HardiePlank
5/16
9.5
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16" thick
WSP
sheathing
6
25
197
170
156
153
132
121
-56.2
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
197
167
153
153
129
119
-56.2
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
193
164
151
150
127
117
-56.2
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
189
162
149
147
125
116
-56.2
0.78
1.04'
122
1
0.85
-1.4
0.18
45
186
160
148
144
124
115
-56.2
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
183
158
1 146
1 142
122
113
-56.2
0.81
1.09
1.27
1
0.85
-1.4
0.18
55
181
157
145
140
121
113
-56.2
0.83
1.11
1.29
r 1
0.85
-1.4
0.18
60
179
155
144
139
120
112
-%.2
0.85
1.13
1.31
1
F-110.85
71.4
0.18
100
148
131
123
115
102
95
-56.2
o.99
1.26
1.43
h>60
1
I o.e5
-1.8
0.18
0.15
173
157
142
134
121
110
43.1
0.7
0.85
1.03
hs60
1
a.es
-1.4
0.18
20
173
152
139
134
118
108
-43.1
0.7
0.9
1.08
1
0.85
-1.4
0.18
HardiePlank
5/16
12
0.090"
shank X
0.215" HD
X 1.5" long
ring shank
nails
Blind
nailed to
WSP
2X4 wood
or 20 ga.
steel
framing,
7/16• thick
WSP
sheathing
6
25
173
149
137
134
115
106
-43.1
0.7
0.94
1.12
1
0.85
-1.4
0.18
30
173
146
134
134
113
104
-43.1
0.7
0.98
1.16
1
0.85
-1.4
0.18
35
169
144
132
131
111
103
-43.1
0.73
1.01
1.19
1
0.85
-1.4
0.18
40
166
142
131
128
110
101
-43.1
0.76
1.04
122
1
0.85
-1.4
0.18
45
163
140
130
126
108
100
-43.1
0.785
1.065
1.245
1
0.85
-1.4
0.18
50
161
138
128
124
107
99
43.1
0.61
1.09
727
1
O.eS
.1.4
0.18
55
159
137
127
123
106
99
-43.1
0.83
1.11
129
1
0.85
-1.4
0.18
60
167
136
126
121
105
88
-43.1
0.851.13
1.31
1
0,65
-1.4
0.16
100
130
115
101
89
-43.1
0.99
1.28
1.43
h>60
1
0.85
-1.6
0.1a
1. Buildinc height
= mean
of height
(in feet)
of a buldina.
except
that eave
height shall
be
used for
roof an01e
O less
than
or equal
to 10" (2-12
roof
alone).
2. Linear interpolation of building height ( 60 fl) and wind speed is permitted.
3. V i = ultimate design wind speed
4. V w = nominal design wind speed
5. Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K�=1, Kd=0.85, GCp l A (h560), GCP 1.8 (11>60), GCp; 0.18.
6. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails or 3 full theads for screws.
LIMITATIONS OF USE:
1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06
-oSIN t ul
Ap'•
12
11