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HardieSoffit Panels
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GENERAL. REWIREMENTS:
• Hold l--I"' ravels may De metalled N a solid of celintl oval e,111101 it or seat X gauge f 3 3 mlel n'Jnimum to t 6 gauge 154 mlbl Irarril torlYq'Ann the Ixei
tuldrigrode See general listening requirements. Install worts to r orrnal 2 a A framing members spa:ed a maHmun' of 24 niches on :ectel net I I. with the Ix dimenston
CefpendCJal 10 I11F tel0er r pet ha^Inq
• All pages Mist be Ull)(C11Btl of ITWIC4 Ines 3 & A
• Install water wilars and all Rimers as required by IoeN CUIFdnq codes James Hardle ain assume no respmawilts for mDslure mnitrabon.
• Ensuce gt]:^.trs nave wad caps Morgan a minrrul I IF, gap between end race aro wrq 6 tri l most.
• Irn1aII Nsc1]wt'tbahn a1 reef-wal junexce, l4lo 6
• James Hardie Bubdng Prodil provides mstailatsyel lnd IDad Ildom'abdn Idr tV td1'1ga mm a P*n I
rnasmom mere rW [tight 0 a5 feet For Intormaaon on rslstswons above 6G feet, please r,ontao,
JH technical supsgt. it
INSTALLATION:
• Hull Dwell musf be lastened to a Solo notable subs3ale
sutl'1 as a wood 20 evil
• AAdnYral harnng may be refilled to Ill prcver laslenn7
• S011%can be Installed of town m ngura I. IUBL'on itle'levr; halos
TDward me owim at the ea" tr xtmal ar!Icw
IT 12 In to 24 In aide raaf(SeSomt- Yordea Ravels pico de 50 and
Hardie5uMV VerfedRus - lento pfwle 12.6 square mfrefi 7 net
lee anlllatlm per lined fcof
IT AFIemstol vents can De Inelaled ire:l r ull-vmY.d SM,
IT n ne:essarf. an Inset; screen :an be Irslalkw long eornbu:bon
adhes+W We net nee vemliMon will oil red,red.
�2
f . ..�.I
S
r•'r'1 lu idc'.. I
M
Usu vn n! QYq«�.nl f
N Yf1aY
JoiMl" Mesloda
IT Irulau wels in mot rate oci la at ends, provide Moo or metal
a<ntn
lolmefs. C11[7lre to IBrre appropriate gap and talk Ind 2). �It
feeMaer PoaaBorl'ng
• Posnirl vastenara 3.18 rI loom Dow edges and no closer than 2 n
awry horn carrws wren uanq aDfM greeter plan 12 In aide nW 41
and no closer trlan I In 8aay from corners, ahen using with met Is JamesHardie
less man or equal to 12 In aide ft 3} 117
'r 1, J !""ll "I),aim m WNl01W3 aelr•tY R., ::rala;:xrn IYRYY.f I !Ki Jule rl Fill mrimir a [[rt
YHYT®SIOOIH I VQFTEDPLs1S'SMCION I MGIFVE W54110GTM 1 VEMIEDC®MI111' I VMWW C MMl• 1 ION•Y91f®�MWLL•
Viu+tpmwAndleprm.r,om far IN mat raoaet willon. 3hasl P1V N`1
Figure 3
less than or equal to
12 in Wide Soffit
in from end of soffit
t 3/B In irom edge of Wn t
FASTENER REQUIREMENTS
Figure 5
Maintain a minimum 1 in gap between
gutter end caps and siding & trim.
�C
Figure 4
Greater than
12 in Wide Soffit
Ckeep fasteners
2 m away
Thom comers
• y 3/6 in from edge of soffit
• For wood frame construction a minimum 4d common nails spaced 8 in o.c. at
panel edges and intermediate framing members spaced up to 24 in on renter are
suitable in most locations'.
• For conventional 20ga - 16ga steel frame construction a minimum No. 8-18 x
0.323 in HD x 1 in long ribbed bugle screws spaced 6 in o.c, at panel edges and
Intermediate framing members spaced up to 24 In on center are suitable in most
locations'.
'Minimum Basic Wind Speed differs by locality. Where specified levels of wind
resistance are required, refer to applicable Building Code Compliance Reports.
Manufacturers of ACC and CA preservative -treated wood recommend spacer
materials or other physical barriers to prevent direct contact of ACC or CA
preservative -treated wood and aluminum products. Fasteners used to attach
HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated
galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009
IBC 2304,9.5 "
GENERAL FASTENING REQUIREMENTS
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 ACO and CA preservative -treated wood recommend spacer materials
or other physical barriers to prevent direct contact of ACO or CA preservative -treated
wood and aluminum products. Fasteners used to attach HarclieTrim Tabs to preserva-
tive -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel
and in accordance to 2009 IRC R317.3 or 2000 IBC 2304.0 5
• 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)
• 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.
Figure 6
fascia
gutter and end cap
Figure 6
step 'a"
sd6adh¢,V9
memhh,an¢ �
r
HardieSoffitPaneis
—5911-9Gherinp
�/ BBV99 m0mE19110
KICKOUT FLASHING
Because of the volume of water that can pour down a sloped roof, one of the most
critical flashing details occurs where a roof intersects a sidewall. The roof must be
flashed with step flashing. Where the roof terminates, install a kickout to deflect
water away from the siding. It is best to install a self -adhering membrane on the
wall before the subfascia and trim boards are nailed in place and then come back
to install the kickout.
Figure 6, Kickout Flashing To prevent water from dumping behind the siding
and the end of the roof intersection, install a "kickout" as required by IRC code
R905.2.8.3 : ".,,flashing shall be a min. of 4" high and 4" wide." James Hardie
recommends the kickout be angled between 100' - 11 V to maximize water
deflection
PNEUMATIC FASTENING
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).
SNUG FLUSH
00 NOT DO NOT DO NOT USE
UNDER OVER SLANT ALUMINUM
DRIVE DRIVE FASTENERS
IF, THEN IF, THEN AMITIONAL NAIL
WOOD STEEL FACE CLIPPED
FRAME FRAME NAIL HEAD NAILS
OOUMERSINK STAPLES
HAMd4CR .` 3RLL
FLUSH
REMOVES
REPLACE
SF1204 P2/3 04119
HardieScifftte Panels
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 rasults use an Elastomee[c 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: some caulking manufacturers do not allow flooding".
PAINTING
DO NOT use stain oil/alkyd base paint, or powder coating on James Hardie` Products. Factory -primed James Hardie products must be painted within 180 days of installation.
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.
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
• Reprinting is normally not necessary
• 1 00% acrylic topcoats are recommended
• DO NOT use stain, cil/alkyd base paint, or powder coating on James Hardie" Products.
• Apply finish east in accordance with paint Inanufaeturars written Instructions regarding Coverage, application methods, and application teripemhlre
• DO NOT caulk nail heads when using CclorPlus products, refer to the ColorPlus touch-up section
COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
• Care should be taken when handling and cutting James Hardie ColorPlusa 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 slicks, scrapes and nail heads using the CDIorPlus° Technulogy touch-up applkator. Touch-up should be used sparingly.
It 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.
• Ternih fats non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColurPlus"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 party 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-upteat are not James Hardie touch-up will not be covered
under the James Hardie ColorPlus Limited Finish Warranty,
SF1204 P313 04119
BANG ERI Mat cause cancer d dust from product Is atheist. Causes damage to Ii and rosyatm system through prolonged o, receateed mhalatmn of dust tram product, Rater to the current product Barely Data Sheel before usa.
_ The Frozen a%oma@d won tale, Cement arises From Lrysoulino,Ir. 0i In lM1e duatpenemlen by nelnn,es sR,h,it, t.It,,, metlYmnadnllna,nuIII a. cewm9 uuehm4 m II on uo,N4ne hut, ni iii Iii cleaning
up, dsuusing o1 or moving the dui when doing any of these agrvide9 in am an net that general% dust you Must 11) comely wllll the OSHA standard for silica dust and, or other aped odda w, I?) fofiow James Hardee culling
_ instructons to reduce of limit the release of dust, (3) w im others In the alas to amld Lveathing the dust; 14) when using mechanical row nr Thigh speed cutting mods, walk outdoors and use dust crollrcdon equipment and (5) if no
other dust controls we availablewear dust mask or respirator that meets NIOSH Numismatic leg. N-95 this[ mask). During clean-up, use a vced maintained vacuum and filter appropriate lot' capturing fine )respirable) dust or use
WET disunion methods - rover dry sweep.
Q WARNING: This product can expose you to chemicals including respirable crystalline silica, whdh is known to the State of Calfomia:a cause cancer, For more information go to P651yeammas.ce.aow
REGOONITION: In aedomanoe with ICC-ES Evaluation Report ES0.2273, hardarStu C panel is ferogmi as asuitable alternate 10 that apem5ed in ice 2006 2009 2012 a 2015 International Reslderfal Code for One and TwO+3 ily
Dwel6nBs, and the 2006. 20M 1012 & 2015International Building code. HardmSaHu panel a also recognized for appycanon i that fdlmwng. Sale of Florida Product Approval FL132EG Mlam,-Dade County Florida NOA No. 17-041
US. Dept. of HUD Nationals Release 12631, Texas Dapedmentof Insurance Product Evaluation €043eery of low Mink MEA 223.93-M and Caffornia DSA PA-019. These documents should rise be cgnsuNsd for additional information
concerning the Tragic fly of This product for specific applications.
o
:, Epip.enasFbdle iolWfrgP nduck, Pa.Plllyritimneyad-11,5fali Product wommortes,safety Information and additional installation JamesHardie
ae�u:e:lao:m=tiseEyls'smc hatlnnsr4 of James Ha,dlNuuFWIvJ, L^tltrJ. Inlormatitn are availaGe at lameshardiepra.cost 1
PROJECT NO.: 2001-2
ENGINEERING EVALUATION REPORT FOR JAMES HARDIE HARDIESOFFITO VENTEDPLUST°'
FIBER -CEMENT SIDINGS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
COVER PAGE
EVALUATION SUBJECT
EVALUATION SCOPE
EVALUATION PURPOSE
REFERENCE REPORTS
TEST RESULTS
Immel2
TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING
2
DESIGN WIND LOAD PROCEDURES
3-6
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p
3
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES FOR EXPOSURE B
4
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES FOR EXPOSURE C
4
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES FOR EXPOSURE D
4
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIESOFFIT VENTEDPLUS SIDING
5-6
LIMITATIONS OF USE
6
AS A PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCT WIND PRESSURE
RESISTANCE OR WIND SPEED EXPOSURES PRESENTED IN THIS ANALYSIS WAS DETERMINED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE ASCE 7-10, AS REFERENCED IN THE 2017 FLORIDA BUILDING CODE (SIXTH
EDITION).
PREPARED BY:
CONSTRUCTION APPLIED ENGINEERING, INC.
8385 WHITE OAK AVE.
RANCHO CUCAMONGA, CA 91730
PHONE: (626) 409-8650 EMAIL: ATAN@CONSTRUCTIONAPPLIEDENG.COM
CONSTRUCTION APPLIED ENGINEERING
8385 White Oak Ave.
Rancho Cucamonga, CA 91730
EVALUATION SUBJECT
HardleSaflitS VentedPlue're Sidings
James Hardie Product Trada Names towered In this evaluation:
HardleSosmt VentedPlusn" Slings
EVALUATION FOR COMPLIANCE WITH THE FOLLOWING:
ASCE 7-10 eM ASCE 7•16
2017 Floods Building Cede (0th Emlism
2012, W15 and 2018 International Building Cotlee
Client James Hardie Building Products, Inc.
Report No. 2001-2
Page 2 of 6
EVALUATION PURPOSE:
This enah]aes was performed to d,Fermene the maximum denlgn 3-secanrl guel mnd speed to be resisted by an assembly of as, subject product festered 0 wood fremNg war, math, and metal framlrg with pre umadc
power driven fasteners.
REFERENCE REPORTS:
1. Interiek. Test Report W. 18127.01-303.44 RB (Revision date 724119)
2. CAE Eng nmedng Report No. 19007.1.1. dated MI119
S. CAE Erginaoring Raped No. 20014. detod 2171M
TEST RESULTS:
Table 1, Results of Transve. Load Testing
Fastener Spacing
11.1
Frame
Ultimate
Allowable
Spacing
Perlmeter
Field
Load
Deal,.
Test Confitearreflon No.
Thickness In.
Width In.
Framer
In
supports
supports
FeshnefT a
P81a
2
0,25
16
2X4 SPF woad with SG=0.42
24
8
8
setting ehenk siding roil 0.090" x
114.7
1.5"x 0.215'
,2
.38
1
0.25
19
2X4 SPF wood with SG=0.42
16
8
8
4d ring al siding na110.090" x
-143.3
1.Vx 0.215
<].8
4
0.25
24
2X4 SPF wood win SG=0.42
24
4
4
8a siding n d! 0.092- x 2.0" x 0222'
-159.0
-53.0
5
0,25
24
2X4 GPF wood with SG=- .42
24
4
4
so common oai 0.113's2.0"x0.266"
.109.7
413.2
6
0,25
24
Minimum 209age Steel (min. Fy' - 33 set
24
6
6
ETU anal pin 0.1 W, x 1.5- x 0.250'
-78.3
-a.1
7
025
16
2X4 SPF woad with SG�0.42
16
8
0
9d "ng shank eding hail 0.090- x
46.0
•28.3.
15,x0215"
0
0.25
24
2X4 SPF woad wish SG=).42
24
8
8
4d ring she nk siding hall 0.n90" x
sae
.200
1.5'x 0.215
fopanate 3
e ohms.. woo.. no. or a'.. or serery or 0.
2. Tha product k wrrendy hold by Infedel, Spec 10 39752 for compliance with ASTM C118&08(121. Slerdard Speodicaaon for Grade n. rype A Nan -asbestos FraerCement Fla( Snsels,
3. The alkwatoe design food for Configuration 8 was determined via engineering analyses in the CAE Repo" No.' 9007.1.1
CONSTRUCTION APPLIED ENGINEERING
8385 White Oak Ave.
Rancho Cucamonga, CA 91730
Chant: James Hardie Building Products, Ina
Report NO.: 2001.2
Page 3 of 6
DESIGN WIND LOAD PROCEDURES:
Fiber-cemem skm, Vadeverte hail capacity (wino load opacity) is determined by testing in accordance with Widened lest Standards and entente. From the transverse toad test results, the albwsbb design load is
determined basetl on a factor of safety of 3 applied to the ulttmele test bad.
Sind the allowable design bed is based on rector of safety of 3, e8owabie design beds on fiber -cement siding ddNete directly to required design pressures for Allowable Stress Design, and therefore should be used
with combination loading equations for Allowable Sir.,, Design (ASD).
By using the combination leading equations for Allowable Street Design (A O), the leaned 11.able design bads for fib.nearr enl siding are aligned with the wank speed r10.nnamla at ASCE 7.10 (Figures 21
26,61B..nd26.SIC)and ASCE7-16(Figures28.6-lA, 26.6.18,26.61C.and28.6-101.
Fa this analysis under the 2017 FBC, to calculate the pressures m Tables 3. 4, and 5, me bad combination will be in ...done. with ASCE 7-10 Section 2.4 dmbinirl9 nominal beds using ASD Load Combination 7
(0.80 1 06W) which uses a bad factor of 0.6 applied to the wind velocity pressure.
Equation 1, q, - 000256'K,'Kn'Ku'V'
(ASCE 7-10 Eq. 30.3.1)
9, r 000256K,'Ka 'Ka K.•V'
(ASCE 7d6 Eq. W. 161f
q, vebdly proseum at height z
K, . velocity pressure exposure coe5mient evababd at helgh', a
K„ toprigraphlc factor
K„ Mod dloeolbn ilty factor
K. ground slsvalbo factor. In. penile. Id take K. =1
V baste wInd .peed(mph) as def.moned,w
ASCE 7.10 Figures 26.B-1 A. B, or C'.
or, V=Ver ultimate design wind speetls(3aednd gust)detaminod h'om 2017
FBC Figures 1609,3(1). lists. 30), Or 1609.3(3).
Equation 2, P°'*(EC,-Gi
(ASCE7.10 Eq. 30.4.1 PrASCE 7-10 Eq. 30.3.1)
p da.lgn pressure (per) braiding (allowable design bad)
9n veloctty preasu. evaluated at ..an reel might h
GCu . product of to emal pressure ooeBlcuml and gustefbcl factor
(ASCE 7-10 Fig. 30.4.1 a, ASCE 7.16 Fig. 30.3.1)
GC,,, product oftearoel pressure .efficient and guslaXecl factor
(ASCE7.10 Fig. 30.4-1 o,ASCE 7-10 Fig. 303-1)
To dafermlrM design pressure al mean root helgfh fr-h), suballftde q, Ind Equehbn 2,
Equation 3, p=0.00256'N,'Kn'Ka'V''(GCr-GCwI (ASCE 7-to)
or p=000255•N,•Kn'I(uN,n°'(GC,-GC,A (2017FBC)
Allowable Stress Deslgn. ASCE 7-10 Section 2.4. 1, load c.nbinallon 7
Equal 0.6D s 0.6W (nor ASCE 7.10 and ASCE7-16 sechon 2.4. 1, badcombmehcn 7)
D dean dad
W ,wend load
To determine the Allowable Stress Des'pn Pressure (P,w), apply the load/acf. for (wind) from Equation 310 p (design Pressure) determined from equation 4
Equation 5, p..,=0.8'(p)=0.670.00236'K,'Ku-Ka'V„�'(GCr,-GC„))
To determine the Basic Mod Speed (V) or Ultimate Wind Speed ryas kr HardleSoBd VeoledPlus Waltham Table 4 to new pass, ad). Equallso 5 our or V,,.
Equation 5, V-V..=(p„/0.8'0.00258'K,'NnR,-(GC,-GCaU°d
The wind speed (here's to as V..) can be d ctaided ariaof an the fallowing aquatbn in the 2017 FBC:
Equation 7, V..=V,:'(0, 8)°a
Vu, . Nominal deign wind eloped (3-seco d gust, mph)
Table 2-CoeBiclente
and Constems used in
templolmi
Vantl
H
K.
Wall Sena
Exe B
I E.o C
Ex G
Kt
K
GGo
Gcp
415
0.70
0.85
1.03
hse0
t
0.05
-1.4
0.18
20
0.70
0.90
r.09
1
0.86
-1.4
0.18
25
0.70
0.94
1.12
1
0,85
-1.4
0.18
30
0.70
0.98
1.16
1
O.
-1.4
0118
35
0.73
1.01
1.19
1
V.W
-1.4
0.18
40
076
1.04
122
1
01"
-tA
0.18
45
0.79
1.07
'25
1
0.8,5
-1.4
0.18
50
0.81
1.09
127
1
0.W
-lA
0.18
65
0.83
I'll
'29
1
OAS
-1A
0.18
80
0.85
1.13
1.31
1
o.85
-1.4
0.18
100
0.98
126
1.4
b60
1
0.05
-1.0
0.10
Toile 2 eoosee The more dddservel vo Keae0dent 0.70 is used k, Eivi 0 under W I (ASCE 7-16)b surobly
(Mir, 2017 FBC 5q.0im 19-33)
CONSTRUCTION APPLIED ENGINEERING
8385 White Oak Ave.
Rancho Cucamonga, CA 91730
Client! James Hardie Bulking Products, Inc.
ReOor. No,: 2001-2
Page 4 of 6
for Ccmaa=jy dl
Wind Speed saCond eat rah 100 10s 110
°
CBC to Oe Raakted at
Various Wlntl
8 or Intl Ea
osun Cate o e
tts 120 130
1"
Wind Ext,caurs
150
B
f80
110 180 190
200 210
0.15
20
25
30
35
•14.4
-144
-14,4
-14A
.15.1
.15.9
•15.9
-15.9
•t5.9
.16.6
-17.5
.17.5
-11,5
.17.5
-182
•191
1.19.1
.19.1
-t5.1
a9.9
1 .20.8
1 .20.8
-20.8
-20.8
Q17
-NA
-24.4
-24.4
.24A
•25.4
•28.3
-28.3
@8.3
.28.1
•29.5
1 32.5
325
32.5
42.5
33.9
1 371)
37.0
3].0
37.0
-38k
41,7
41.7
41.]
41.7
43.5
46.8
4.8
46.8
.46.8
48.8
.52.1
-52.1
-521
-52.1
-51.4
57.8
7.8
57,8
57.8
-00.2
.63.7
63.7
413.7
43.7
56.4
40
-1 ]
•it.
-19.0
-20J
-22.6
-26.5
30,1
35,3
40.1
45.3
-50.6
-56.6
fi27
-08.1
45
•10.2
-17.9
-19.8
41.4
43.3
-27.4
-3M
46.4
41.5
46,8
•52.5
-56.5
54.0
-71A
50
55
6
.i6.7
-17.1
-17.5
-18A
-18.9
-18.3
30.2
•20.7
•21.2
-22.1
4M
33.2
44.1
-24.7
452
•2132
•28.9
-29.6
•32.7
-33.8
-34A
37,6
38.5
395
428
43.8
44,9
48,3
48.5
A.
-54,1
•55.5
56.8
.50.3
.61.8
•63.3
56.6
58.5
-70,1
-73.7
-75.5
-77,3
100
-25,6
46.2
310
33.8
36.9
43,3
750.2
57.6
56.5
74.0
32.9
-92.4
•102A
•112.9
Table
4 • P PSF for Com nnan
Cddl W Rd atVrious
Wind
9a for WIME
sun Cal a C
WindSpeed 4econtl uat m h
Re"', R)
100 log 110 130
140
Wind E oaure
150
C
160
HO 160 1B0 200
1 210
b15
-17.5
-19.3
•21.2
•23.2
1 .252
1 -29.6
I 3 A
39.5
44.9
1 -50.7
-56.8
-0.3
1 40.1
1 •77.3
20
-18.6
-20.5
.22.5
44.8
1 -26.7
1 .1.1
1 -36A
418
47,5
-517
460.2
-67,0
.74.3
-81.9
25
.19.4
•21.4
-23.5
-25.6
•27.9
-328
-3B.0
43.6
49.6
-56.0
-62.8
-70.0
-77.6
415.5
30
-20.2
-22.3
-.1.5
-26.7
-29.1
-34.2
39,5
45.5
51.8
-58.4
-05,5
-73A
-00.9
49.2
35
.20.8
.23.0
-5,2
A7.0
-30.0
35.2
40.0
46.9
53.3
-00.2
.67.6
-75.2
43.3
41.9
40
-215
33.7
-26.0
-28.6
30.9
36.3
42.0
48.3
54:9
52.0
-69.6
-77.4
A5.8
434.E
OS
•22.0
-24,2
-26.6
•29.1
.31.6
47.1
43.1
49.4
S62
43.6
-71.2
-79.3
A7.9
416.9
50
-22.5
-24.9
-1]2
.29.7
32.4
38.0
44.1
50.6
57.6
•65.0
-72.9
.81.2
59.8
dH2
55
-Ml)
-25.2
.27.7
40.3
33,0
-38.7
•44.9
41.5
58A
56.2
-]P.2
A2T
A1.6
-101.0
• 3.3
-25.7
•28.
30.8
,6
-3 .4
45]
52.4
.SB.]
7.4
.75.5
-84.1
3.2
-f 028
i
.1
.4
- .1
4
-1
Table S -P P8F far Component
and Chadifirm
IC&CIto
be
Resisted at
Various Mind
B da for Wind Fx wun Cal
0 0
Wind Speed 1seaantl dean man
Inc
1 105 1 110
1 115
1 120
1 130
I 140
1 150 1 160 1 170
1 100 1 190 200 1 210
Height (R)
WOM E asum
0
0.15
-21,2
33.4
-15]
•28.1
30.6
-35.9
41.8
47.8
-04.4
5.d
6
-767
35.0
-93.7
20
-22.3
-246
-270
-29.5
-321
-377
43,7
50.1
570
4 A
-T22
-80
419.1
-98.2
25
.23.1
.25.5
= 8,0
.3
-38.0
45.3
52.0
.59.1
66.a
-74.9
-03A
A2.6
-101.9
30
-23.9
-2fiA
-29.0
.5
40A
-46.9
53,8
51.3
40,2
-77.5
-86
46.7
.105.5
35
•24.5
.271
•29.1
.3
41.5
48.1
552
52.8
•70.9
-7.5
•88.6
A8.2
.108.3
40
-25.2
.27.7
.30.5
.2
4.5
49.3
-586
5J
-72T
-a1.5
-90.9
.100.7
-111.0
45
3S.T
-26.3
3/.1
.0
j-35q23&3
43A
-50.3
5].6
-05.7
-74.2
-83.2
-92,7
-102.7
.113.3
50
-26.2
-26.9
317
].7
40.3
51.3
58.9
5]i
•157
-Bd.9
-84.8
-iW.0
•116.6
55
.26.6
-29.3
-32.2
8.3
45.0
52.2
59.9
58.1
-76.9
56.2
.96.1
-1064
-117A.27.0
-29,8
32.7
8,9
46.7
-530
50.8
-09,2
• 88.1
-0L6
91100
37.0
40.6
44.1
32
-025
-72.5
-032
8a.6
•108.6
-11B.8
-133.4
-14].9
-163.0
Tabies 3, 4, antl 5 are baeed on ASCE 7-10 and mr.Oeri wild the 2011 Florida Suileing Coda 161h Edition)
CONSTRUCTION APPLIED ENGINEERING
8385 White Oak Ave.
Rancho Cucamonga, CA 91730
Glent: dames Hardie Bulk.9ng Produrda, Inc.
Report No.: 2001-2
Page 5 of
Table 6 - UNlmete and Nominal Wln4 8peada (mph) for H.dWS.Mt VenWdPlue Panel (Analytical M.Modle ASCE 7.10 Chalet., 30 C&C Part 1 ."Part 3)'
201
FSC
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Spatial. V.,'
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Sp6ed, Vu,t °
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µetiSed In till RIC Sects+
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a I808.30).
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163
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in
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342
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20
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101
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I
CONSTRUCTION APPLIED ENGINEERING
8385 While Oak Ave.
Rancho Cucamonga, CA 91730
Client: James Hardie Bulking Products, Inc.
Report No.: 2001.2
Page 6of6
Tools B • USlmeta add Nominal Wind Speed. (mph) for H-edl-SefBt VantedPlue Panel (Anafyeleal MelhOd/n ASCE 7q1 dquark n30 CSC Pan 1 a"Part3)'
2017
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.tA
0.18
50
132
'-1<
105
102
68
81
.2io
0.81
1%
1.2]
1 0.a$
-1.4
o.ls
55
130
'13
104
10'
07
g'
-29.p
0.83
' d 1
1.20
1 1..05
-
O19
80
129
'12
IW
IN
86
M
-ND
oes
v3
1.31
I 0.a5
-t4
C.1.
1W
108
-
-
82
-
-no
ea3
.26
IP3
mfl0
1 am
.1.8
0.18
2• Sulking height - mean roof height (In feet) of a building, except that save height shall IN used for roof angle 0less than V equal to 10' (2.12 roof slope).
3. Val = the ultimate design wind speed (3-aecak gust mph) as detaminad by 2017 FSC Figures 1609.3(1), t 609.3(2), or 160B3(3)I ASCE 7.10 Figuea 26.&f A, 26.5.1 B, or 26.5-IC.
4. V... = the nominal design wind speed applicable ki methods spsaMM in Exceptions 1 through 3 of 2017 FBC Spoiled 1609.1.1.
S. The wmd apeeda m 2017 FSC Figures 1609.3(1), 1609.3(2) and 1609.3(3) are ultimate design wind speeds, VA, and shall be converted in accorealcs with 2017 FBC Section 1609.3.1 to nominal tlesign
wind speed$, V.a, when the provisions of the standards referenced in 2017 FSC Section 16N.1 A. Exceptions 1 through 3 are used.
6. Under Interpolation of bustling height and wind speed la permitted.
7. WIN speed design assumptions per Analytical Method In ASCE 7.10 Chapter 30 C&C Pad 1 and Part 3: Kel, I(,=0.85. GCp=.1.4 (hs80), Gi (mifq GCp=0.18
LIMITATIONS OF USE:
1) Fa$lener pullout must be evaluated when metalled idle species of wood stud. other SPF a$ tested.
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No. 81662 ;
10,1 STATE OF 4V Z
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