HomeMy WebLinkAboutNOAMIA1 s1- FILE COPS
_ MIA14ll-DADS COUNTY"
P ODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) mjrF 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION �$9 6) 315-2599
NOTICE OF ACCEPTANCE (NOA) r_0Dr rea MF1494 3 aam�
James Hardie Building Product. Inc. ST. LUCIE COUNT��l �
10901 Elm Avenue BOCC r�
Fontana, CA 92337 I
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSofftt, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product
Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
AIISSILE IMPACT R-AThNG: Large and Small Missile Impact Resistant
1 ABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida. and the
following statements: "ASTM C 1186 Type A compliant' and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel and per FBC 1710.92 and 1710.93 on soffit
panels_
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product
TERWHNAU01N of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal,of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done
in its entirety.
!NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 17-0406.06 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.17-0821.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
/1 11
P21V 17 Page 1
James Hardie Building Products, Inc..
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa,
P.E.
B. TESTS"Submitted under NOA # 13-03IL07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
"Submitted under NOA # 021-0729.02" ,
Laboratory Report Test Date Signature
2. ATI-16423-1 PA 202 & 203 03/18/96 A_ N. Reeves P.E.
3. ATI 16423-2 PA 202 & 203 03/18,196 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. IyEami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NDA # I5-012-.04"
1. Statement letter of code conformance to the 5d' edition (2014) FBC issued by Ronald
1.0gawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
I22/2017 .
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.17-0821.23
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
III
dames Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBiIETI'ED
A. DRAWINGS
1. None.
B. TESTS
i. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
I. Statement Ietter of code conformance to the 6`b Edition (2017) FBC and of no financial
interest issued by Ronald 1. OgaNva & Associates, Inc., dated 07/30/2017, signed and
sealed by Ronald 1. Ogawa, P.E.
41, 22 j240
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.17-MI.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
E-2
PROb
as corn
bulldln
NOA-N
WALL
HEIGHT
Stud Spacing at 16" O.C.
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LICT RENEWED
Plying with the Florida
I Code
1. 17-0406.06
onmato0510112022
REVISED
with lho Florida
NOA-No. 17-0821.21
6•piratlon b_ gte 05/01/2022
By
Mlcmi-bairi�+rodact eonlror-
1I
318" Mlydmum Edge DistantNeass at 16" O.C. (typ.)
MIA Sheathing fastener, as described in
Note 1
Panel fastener, as dosodbed in
Note 2
HakliePanal, Cempanel,
Provaif Panel Siding
Water-rosistive barrier per
Florida Guiding Code Section
14042
518" lhiok 16 ply APA rated
plywood sheathing fastened in
accordallca with Florida Building
Code Sedion 2322.3
2" X 4" S-P-F Wood Studs
Tha wall and soffit frames are to be designed
by the Architect or Engineer of Record In
compliance with the Florida Building Code,
SEE
DETAILA
—
RMD-1Z4'L4F�9S,i�(P=M
HardlePanelb, Cempanel®, &
PfevallD Panel Siding materials are
nonasbestas fiber-wment products
1% 518QWd,.16.pHAPAmted
� tested In accordance Hh@7 ASTIJI
dodsheatldng In G1186 Grade 11, Type Aand meeting,
ordancewilhFlorida the requirements oftheFlorida
ciing Code SectionSullding Code.
23
tater-fesislWo
1111:011cle,
Width Length Thickness
nlnrparFlorida 4V 8,9,iq' 6118"
uilding Code
ection 14042 MTIN E SAM9 RATLNG
X X 4" s-P-F installation Design Pressure
Wood Studs Wood Studs -76 psf
Hardiepanol, ImpecLResistant-
Planks insmlled rnrar WW thick l5 ply
RECTLQN3�--B
Cempanel,
pmvan Panel APA rated Plywood sheathing
Siding
+ All Installation shall be dome in conformance with this Notice of Acceptance, uie manufacturers
installation recommendations, and the applicable sections ofthe Florida Building Code.
• Wood studs wbere HardlePanal, Camparlel, Prevail Panel Siding will be installed shall be
designed by an Engineer OrArchitect. per the Florida Building Code and the requirements of this
NAA
• [Note 1] 6/8' thick/ 5 ply APA rated plywood sheathing shall be attached to the studs In
accordance with Florida Building Code Section 2322.3.
• The siding panels shall be installed over 519' thick / 6 ply APA rated plywood sheathing supporter
by a minimum ofZ%4° S-P-F wood studs spaced a maximum of 16" Q.C.
• TNoto 2I The siding panel fastener shall be a 2' long, 02 ,, head diameter, 0.092" shank
diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges
and intennediste studs; the fasteners shall be driven through the 518" thick / 6 ply APA rated
plywood sheathing into wood studs located at 16" O.C.
• Fastanem shall have a minimum edge distance of 310" and o minimum clearance of 2" from
comers.
Creator; E. Gonzales
HARDIEPANEL, CEMPANt9., PREVAIL PANEL
INS7AUAT10N DETAILS WOOD STUD CONSTRUCTION
Jamos Hardle Bustling Products, Inc.
10801 ClmAvenue
Fontana, CA 92337
PNLrPL"QFF
1/2-.1'-o" I Onto:4/2412013 1811ear 1OF12
Fastrner Spacing per Florlda
Building Code.Sectlon 2322.3"�
PRODUCT REVISED
e9 eomplyyln o, with the r1orldn
Building Cntle
Non -No. 17-0821.21
�tut�aactaEvis�m -'
m camorit4 with itim-fiottddi
8tilmnp Oo®+
dtranteme Nn f 2 .
'►�r�tB Prmiuct of
PRODUCT REVISED
atcomyityii*Vd*thoF& ida
94014 CAC
• •1+Gami Prodnct(}nittai
Cladding
' Framing
FastenerSpacl perFlorlda I•I Sheathing
Building Code iecllon 2322.3
. LI
I. i.
i
i I Ill _
PRODUCT RENEWED
as complying with 8the Florida ` N ,� •• 't
utlding Code
NOA-No. 17-0406.06It
I •I
ExPiratlon e0510112022`., A �. t) `3I sP
By=•.FGO
Miami- a duct Control • I = irs ' • ••• I i
..� • .,S�ONA irtrt I
P—RAMI_G-
■ • NOMINAL 2" X 4" S•P•F WOOD STUDS 16" O.C. FASTENED
NTH 3.1/2' 18d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION
• THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITEDT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING. CODE
AREASNI-NSx
• NOMINAL 516"THICK15 PLYAPA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322.3
&t•A90MCz
■ TI1E PANEL IS FASTENED WTM 2' LONG, 0.223" HEAD
DIAMETER, 0JDW.." SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 8" O,C, AT
PANEL EDGES AND INTERMEDIATE STUDS
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS POR THESE LOADS)
HARDIEPANEL, CF.MPANEL, PREVAILPANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc,
10901 51rh Avenue
Fontana, CA 92337
Fax9UM21.0634 A PNL•PLK-SOFF 1
Creator: E. Gonzales xctg t" =1'-0" • Dafr:4/7A/2013 sT 2 OF 12
WALL
HEIGHT
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 17.0821.21
�7
WALL LENGTH--
^Stud Spacing at 16" D.C.
BK--.I Imo— (_-
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I
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OG
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i STATE
F<OR1Q
tarry
�•
e Trod
�
.�
D.ALil1.0
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Explratiaa oato05/01/2022
B -*-J
3/8" Minimum Edge Distance Naas ate" O.C. (typ.)
Sheathing fastener, as
described in Note 1.
Panel fastener, as described In
Note 2
Hardl9Paneh9m Siding
Water -resistive barrier per
Florida Building Code Section
1404,2
518" tHok / 5 ph/ APA rated
plywood sheathing fastened
to metal studs ae doscn'bad
in Note 1.
20ga, 3-5/6" X 1•,918" Metal C•stud
The wall and soffit fraifles are to be designed
by the Architaot or Engineer of Record In
compliance Wilh the Florida Building Code,
SEE
OETAILA
P13=nT.D=13][MOIA
HardiePaneiG, CempanelO, StPtevaitOD
Panel Siding materials are nonasbastos
5/8'thick/5plyAPArated fiber -cement products tasted In
k
..,�
plywood sheathing fostamd accordance with ASTM C1108 Grade II,
to metal studs as desodbed Type A and meeting the requirements of
In Note 1 the Florida Building Code,
-
V4 L'RbengthJThickness
�
Wala6reslsllve hic
Width Length Thlckmess
-1
banterperFTorida q� 6,9,10' 5/16"
Building Coda
Section 14042 IInnstallatlob Design Pressure
2aga, 3-518"X 1.5te" Metal Studs -104 psf
`jC1 t
Metal C.sttld
rrralrr
Hanliepsnel, Impact Resistdnt-
SCEVo
rempanal, Panel Installed over 618"thick 15ply
Prevall Panel APA rated plywood sheathing
Siding
All Installation shall be done In conformance with thls Notice of Acceptance, the manufacturers
Installafon recommendations, and the applicable sections of the Florida Building Code.
Metal studs where HardiePanel, .Cempanef, Prevail Penal Siding will be Installed shall be
designed by an Englneer or Architect per the Florida Building Code and the requirements of this
N.O.A.
• [Note 115/8" mldc / 5 ply APA rated plywood sheathing shall be attached to metal studs at6"oo
at panel edges and all intermediate supports using a No.8-18, 0,316" heed diameter 1-14 Icing
bugle head screw
• The *[ding panels shall be installed aver 5/8"thick 15 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3.518"X 1.518" Metal 0-studs spaced a mwmum of 16"
O.C.
• [Note 2] no slding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1.5/8'
long` ribbed bugle head screw ('or screw shall have at least a full threads penetratingtnetal
framing); the fasteners shall be spaced at G' O.C. at panel edges and Intonnedlate studs; the
fasteners shall ba driven through the 516" thick 15 ply APA rated plywood sheathing Into metal
studs located at 16" O.C.
• Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from
comers,
Creator. E. Gonzales
HARDfEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
PNL-PLKSOFF
1/2" c T.0" I Date: 4/24/2013 Woo 3 OF 12
PRObUCT R15NEWED �
as eomPlying with the Florlda
Building Code NOA-No. 17-0406.06 I T
N- piratlon te05f0112022 s-O�OIn.
n.
• ' 9AODUGTBEVl..ED
moowPlying wah•arFTmaldct
A�xo r--(tBlf
+ FS�pixLdion � � 7
• Mionu ede PnaCocti4otrR4
III
I'I
II
I I
s.O�Otn. I I
I•
. II
II
LI
II
vRODUCI•REVISM '
o u.,iplylrg with the FFcai4ai
aeA6dioa CnAn
�Pe ytenee f 5• l
Dote o
>=L2Aja4p.
NOMINAL 20 GAUGE 3-618" X'1.818" STEEL STUDS 16" O.C.
FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP
AND BOTTOM CONNECTION)
THE WALLAND SOFFIT FRAMES ARE TO SE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NOMINAL 51a"THICK ! 6 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT WOO AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
N0.8-10, 0.315' HEAD DIAMETER X 1.114" LONG BUGLE
HEAD SCREW
CLAp,01.N.
• THE PANEL IS FASTENED WITH NO.9-18, 0.315" t IEAO
DIAMETERX 1 >18' LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST 3 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
a%
EKPlrstion
REVISED
with t ro Florida
Cladding
Framing
II
I Sheathing
II
I,I ,
I�I
II .
I I 1 I tifti��aAAir...�.
I I t l Itl1 QQiY�,fr'n
I•I i.I tti, a �t
I. I I I tit
t
0.
I I I ' . w -o '• STATE OF
I
t S/ONM ,is
0
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTIOND GRAVITY LOAD
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS THESE LOAD$)RF
Creator: I- Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION D9TAII4 METALSTUDCONSfRUCTION
James Hardie Building Products, Inc.
10eal Elm Avenue
Fontana, CA02337
A I I PNL-PUC-607
1" o i'A" Date:41242013 ISHEEr 4OF 12
WALL
iE1GMT
i
r BEvisEB
,a will, tha riortda
3W Mlnlmum
Distance
-Sheathing fastener, as
described in Note 1
Offirle
at16"
Sid'ng fastener, as
describer) in Note 2 '
Hardieftnk,
Cemplank, Prevail
Lap Siding
Wnter-reslative barrier
per Florida Building
Coda Section 1404.2
P' 618" thick 15 pig APA rated
—• plywood sheathing fastened
PRODUCT RENEWED
—`— JnaccordancewithFlorida
as com 1ylnti with tho Florida
BuildingCode Section
Building Code
NOA-No. 17-0406.06
2322.3
Fatpirationt)jite05101/2022
2"X4"S-P-FWood Studs
The wall and soffit frames are to be designed
By T
by he Architect or Engineer of Record in
Miami gile Product Control
comoliancewih the Florida BulWinn Codo.
SEr.
)�R9JZi.I�DESGBIP�7�.�1
DETAIL A
HardlePlankO, CemplankS, &
Prevail® Plank Lap Siding materials
{` 3"thick 16ply APA
raced plyNmod
Eire nonasbestoslibencamont
products tested In accordance with
ASTM C1186 Grade 11, Type A and
sheathing in
meeling the requirements of the
s o h
Florida Building Code. .
FloridaFladdBuilding Code
Building
secuen2s22.a
pAN.k-4AJfy1�LJS�QbIa
Watoaresisllve
Width Length Thickness
\bnalerporAodda
s9.1pZ" 12 5/16'
'
Building codo
k i i
section 1404.2
0N.Yi31rS&ttgp lNo
Icy, : "_� i.�
21-X4"6•P"F
2. Wood studs
installation Design Prelaure
Woad Scuds •92 psf
1 `lvr lap Biding Impact Resistant-
"� `SSj O N x Planks Installed over 618" thick 15 ply
� t-1fa• tall X 6Ms° APA rated plywood sheathing
thick starter striP
• All Installation shall be done In confomranm with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Code.
• Wood studs where HardlpPlank, Cemptank, Prevail Lap Siding will be Installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements ofthis N.O.A.
• [Note 115181 thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance
with Florida Building Coda Section 2322.3.
• Planks shell be applied horizontally commencing from the bottom course ofthe wall with 1-IN wide
laps at the top of the plank such that the exposure area of each plank Is 58A/4" vertically.
• [Note 21 The siding fastener shall be a 2-112" long, 0.223" head diameter, 0.092" shank diameter,
corrosion -resistant siding nag; The siding is fastened s SAM" O.C. vertically and 16" O.C. horizontally;
• fasteners are studs
APA rated plywood sheathing,
fasteners
are placed In heovaI overlapping proxlmatt314from the bottom edge the Wadappng p ank
Vertical joints shall be placed over studs.
• The planks shall be Installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a
minimum of 27X4" S.P-r Wood studs spaced a maximum of 16" O.C.
• Fasteners shall have a minimum edge distance of 3/8.
Creator; t . Gonzales
HARDIEPLANK, CEMPIANX, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc,
i0901 Elm Avenue
Fontana, CA 02337
PNL-PIXSOFF
1n"e l'.0° I- Date:412a/2013 ISHE6T 60P 12
Fastener Spacing per
Building Code Section
r,---
PRODUCT REViSEb
as eomp Inp will, Iho Florl,lo
Building odc
NOA-No. 17.0821.21
PRODUCT RENEWED
as ealnplying with the Klarida
Building Code
0.76fn -
NOA-No. 17-0406.UG
°....�".
'�"—""Expirutton D c05/0112022
By ,a
Miami - a Pmduet Control
."i°Ilill!�
In.
Fastener
I
Fastener Spacing per Flodda
\ Building Code Section 2322.3
I
FRAM(NG
• NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH S 1/2" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NlipMmrz,,
• NOMINALS/6"'THICK/S PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322-3
P-J-AjDDJAIS .
+ PLANKS.OVERLAP 1-114"
+ THE EXPOSURE IS:18-II '
• THB PLANKS ARE FACE NAILED WITH 2-1/2° LONG, 0.225"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION,
RESISTANTSIDING NAILS,'PLACEO 3W UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOp
i.
^� MODUCf REVISED � I.
m axgplgwgwilh d�F6xfds I •
Ii�t+Hag wLu Il
Cladding
Framing
,� ,� Shoattdng
121
Y d�j
a ' STATE OF C
S�0NAIL-
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND MAWLOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEMPLANK, PRCVAII. LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc,
10901 Elm Avenue
Fontana, CA 92337
Fox 909-0 7-0634 A PN4-PLKSOFF
Creator: E, Gonzales IWALE i°=1'-0"I Dole;vz4/2013 ISHEET 90F12
1
WAIL.
PRODUCT REVISED
a• cQmj11&Xwnx tnv Florida
Oolldlno Coo
NOA-No. 17-0821.21
anolmllon p,je 05/0112022
AW Minimum
f "MM.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration W00510112022
SEE
M. L&rMq ZTISZN
:TAIL A
HardiaPla*Q, CamplankO, and
�'—VVihiW5 p1yAPA
PrevalM Plank Lap Siding materlats
rated plywood
to nonasbestos fiber -cement
sheathing fastened
Products tested In accordance with
to metal studs as
ASTM C1186 Grade 11, Type A and
ties c abed to Nate 1
meeting the requirements of the
Florida Building Code.
Watenrmistiva
-
harder per Florida
4INK DINJEWIM A
Building Code
Width Length Thickness
Section 1404.2
5 9.1l2• 12' 6116"
A4i tied ' CenoitlI � i �• � � �.209a, 3.118"X 1.610`
MetalC'slud B B.LG�ROxsUBt~R6S1,NS
STAT F ( k\ '' Installation Design Pressure
.._.� ...._....._ !� �.�G7 .,,' `�7 \ rwreloplank, Metal Studs -92 pat
`Cnmplark, Provall
`� I +'NA�. ��/��t�3£!n. Lap Siding tall ImpactRosletant—
ils at 16" O Distance Na.C. (typ.) �.y� 1.1140 Planks Installed over 518" thick 15 ply
+fit f• thick starterswp APA rated plywood sheathing
Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2
HsrdiePlank,
Complank,
Provall Lap Siding
Water-reslstve
battler per Florida
Building Code
Sectlon 1404.2
6/6'thicl0d ply APA rated
plywood sheathing fastened to
metal studs as described in
Note 1
209a, 3.9/6" X 1-5/6" Metal Gshld
The wall and sofihtframes are to be designed
by the Archltsct or Engineer of Record In
complianca with the Flodda Building Code.
H9Rot�-?LANKCII_M I1�J9!<PF3_�XAU> I.AP t O!NSTL�I L 4TLCSJ ti SI�IL;i
• All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation
recommendations, and the applicable sections of the Flodda Building Code.
• Metal studs where HardlePlank, Cemplank Prevail Lep Siding will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.O,A.
+ [Note 13 518" thick 16 pry APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel
edges and all Intermediate supports using a No.8-18, 0.316" head diameter x 1.1144 long bugle head screw
+ Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114 wide laps at
the top of the plank such that the exposure area of each plank is �8-1/4" vartically.
+ [Note 21 The siding fastenershatl be a minimum No. 8.18, 0,316" head diameter X 2-114, long* bugle head
screw over metal studs (`or screw shall have at least 3 full threads penetrating metal framing); The siding Is
fastened 5 SAW O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through SW
thick 15 ply APArsted plywood sheathing,'fastenera are placed in the overlapping area approximately 3/40
from the bottom edge of the overlopping plank
• Vertical Joints shall be placed over studs.
The planks shall be Installed over 516'thick / 5 ply APA rated plywood Sheathing supported by a minimum
20ga, Nominal 3-5f6"X 1.5/8" Metal 0-studs spaced a maximum of 1a, O.C,
Fasteners shall have a minimum edge distance of 316".
'Creator: G, Gonzales
HARDIEPLANK, CEM PLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardle Building Products, ]no,,
10901 Elm Avenue
Fontana, CA 02337
PNL-PLK SOFF
112• u 1'-0" 1 Date, 412M2013 jsh Orr 7 OP 12
0.761n
PRODUCT REVISED
as compyln will. th& Florida
bullding Cod&
NOA-No. 17-0821.21_
68.251n.
6.001n.
PRbDUCT RVNEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration D to06/0112022
By
Min
nni-Uap Product Control
• NOMINAL20 GAUGE 3-5/8" X IZIS" STEEL STUDS 1W
O.C. FASTENED WITH 5/8• LONG RIBBED BUGLE HEAD
SCREWS (2 PERTOPAND BOTTOM CONNECTION)
• THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED
OY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA SUILDING CODE
aS.N.FdiLF.UCICZ '
• NOMINAL 5/8"THICKI5PLY APARATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.316" HEAD DIAMETER 1-1/4' LONG BUGLE
HEAD SCREW
4L9.PDJtJG
• PLANKS OVERLAP 1-1W
■ THE EXPOSURE IS $ 8.114"
• THE PLANKS ARE FASTENED WITH NO.8-18, 0.316"
HEAD DIAMETER X 2-114' LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULLTHRFADS
PENETRATING THE METAL FRAMING), PLACED 314" UP
FROM THE BOTTOM EDGE OF THE PLANKAT EACH
STUD LOCATION
Cladding
Framing
T--- I
6.00inl OC I e I I / Sheathing
liil"
. j 1 LI!//JJJJij ��
tOGAWq
L RFRFVISEL) • I `tlh
'a.alptyingwithWe Fliridl' •�' ..
121
EnhdwV . I \X STATE OF
• • - s W.A..H;�l�j
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEM PLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Produots,.lno.
10801 Elm Avenue
Fontana, CA 82337
617E Fecal NO Ova NO REV
A PNL-PLKSOFF 1
Creator. E. Gonzales IScua ' 1" m V-0" I Dare., 4/24/2013 ISHEET 8 OF 12
PRODUCT REVISED
as cam t naa with tho Florida
Bulltling 0 r,
uon-rro. 17-0821.21
ExpiraBon'MV 05/01 /2022
ro ue m, ro Dl�it,fj
J/
PRODUCT RENEWED
as complying with the Florida
enllding Code
NOA-No. 17-0406.06
Expiration
lu WALLLENG1
Stud Spacing at 16" O.C.
i
HALL
EIGHT:j
SEE L'LiSiTOSrOLL7LSCRIPT.LQN
DETAILA Hard!eSoffittii & Cemsof M m6tedals are
nonasbestos fiber -cement products tested In
— — acoordancewith ASTM C1186 Grade It, Type A
l and meeting the requirements ofthe Florida
Building Code.
2"X 4" S4%F
50FELT-. M-MR)9i6
Width Length Thickness
Wood Studs
D SIPN. ROASUBPI 967.1NS�
Hardiesofft,
Installation Deel-gn Pressure
�Oemsoat
-Wood Studs -70 psf
SECrO"-a
FRODUcTm—
Nails-at 4 O.C.(typ.)plt0DUcrABvilsED
318" Minimum Edge Distance wN, It,y Fb"
>DdIkHan �
a'fotoroe whh die 47or(duIL
�v11d ag Code
v
No. h 21
6 Dter a3rr,o
� � .
k ;
>av
o . STATE OF
��
$y t
M I�rs�i
a
=�o�s LgR�o? N4
kIAR.41�5QFfLT.,�-EM.i0�F1LP1aN.1;l.SNS7AL1.67JS2N D�J:15113---,,,..
Soffit fastener, as x All installation shell be done In conformance Wth this Notice of Acceptance, the manufacturer's
described In Note 1 tnstaliation recommendations, and the applicable sections of the Florida Building Code.
" Wood studs where Herdie6offit, Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.O.A.
HardleSoffit, Cemsofft ` The soffit shall be Installed over minimum 2"X4" S-P•Fvin6d studo spaced a matimum of 16" C.C.
(Note 11 The soffit fastener shaft be a 2" 18ng, 0.223" head diameter, 0,092" shank diameter,
corrosion resistant aiding nail; the fasteners shall be spaced at 4" O.G. at panel edges and
intermediate studs, the fasteners shall be driven Into wood studs I6oat#d of 16" d.C.
Fasteners shall have a m1himum edge distance of 3/6" and n minimum clearance oft" from comers.
HARDiESOFFIT, CEMSOFFIT PANEL
"
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Minimum 2" X 4" S-P-F Wood Studs v'i James Hardie Building Products, Ino.
The wall and soffitframes are to he 10901 Elm Avenue
designed by the Architect or " -� a Fontana, CA 92337
Engineer of Record in eomplTenee Phone: 90936M300 9¢e P30M ilo bwa Ho
Wtlt the Florida Building Code. F 000-427- 34 A PNL-PLK•SOFF
Crehton I- Gonzales Sr Le IW- 1'A" Onto: 4124/2013 ISHMr a OF 12
PRObUCT REVISED PRODUCT RENEWED
os eompiylnp with Iho Ploritlo • a5 complying With the Florida . 4
Eullding Code Roilding Code
Noa-No. 17.0821.21 NDA-No, 17—Od08.08
Expiration Do a 05101/2022 Expiration Da 0510112022
ay.
MIom FP tl Product Contro Ry.__
' 4.00ln.1 MIPMI- 1� product Control
• mdbUCr REVISED P!tODi1GTREVL4tSt
0 awiplylog with dwe 1,11"Wa
+ OAilnEE &- Bml�Cv2with tln &[mFd ttt1
wewgmiaiNo' d�J 1'0.7
Aota .n • FDipt Dow. / f7
v
Afrom edrtuxtw+C.rno,of . ME'�"YwLctr� l Y'
n&M(_NG
NOMINAL2" X 4' S-P-F WOOb STUDS 18" D.C. FASTENED
WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM
CONNECT10m
THE WALL AND SOFFIT FRAMES ARE; TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
�4A.4E?1NG '
THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD
DIAMETER, 0.092" SKANX DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAW V 0.0. AT PANEL
EDGES AND INTERMEDIATE STUDS
Cladding
Framing
0, V121
STATE OF
F(0R\lt
�Y
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
ARDIESOFFIT, CEMSOFFIT PANEL.
N1�2
10901 Elm AvenUo
Fontana, CA$2337
Phane 909,35 300
sae
paw NO
rAw
Fax900427-0834
A
PNL-PLX-SOFF
Creator: I- Gonzales
sale V-1W
Date:4124/2013
4HeEi' 10 0E 12
WALL
I
PRODUCT REVISED
as eemplyina will, the Florida
Building dodo
rJOA-No. 17.0821.21
�+ . WAIL LENGTH
Stud Spacing st 18" O.C.
as complying with 01O.Florldn
Building Coda
NOA-No. 17-0406.06
Expiration bajp05/0112022
SIM
P-9..0PHUC-r-AE siR.IP AN
Hardlegof * & CemsafflUO materials
DE fAILA
tire nonasbestos libervcement products
tod lnarnordahcalvHh ASTM 011Bs
1
Grade 11, Type A snd mooting the
I
requirements of the Florida Bulldllng
Coda.
20ga, &ble" X 1-G1B'
��-��-n�.E1`lsoitRli$ '
/Metal Crstud
Width Length Thiclmess
4
Hersomt tfit,
d� CemsoN
P_951GP_ N M4ASl@E RAYjNQ
Installation Design Pressure
Metal Studs -Sg.0f
a,,: I ttu> ism,..%
Here at 6" D.C. ityp.) FRCDOCT TtCVI$F.D moomplyipawtlh0,enotida N19
F
°°°�bt�dG''d;i/sryF+1ri°tfe,klJ / r
NO 91 38Minimum Idge Distance ro
ACE=14o110 01
5Tg7EOF i r
pTA1l0 py ` y
�_ ...,.,,�`y ea;�ny r'n,dadf�d' Mi adeP:o&iclCardrW Si/�ORIDQ`�'I,t'!%
\\ N.ABAI oFF11. cEhi5+2FF_CC 2ANFIJrLsYAI~L9iLRNJf1~T/�A & ANAL VA rJill"
" All tnstaion on shall he done In conformance able this Notice of e Building ode. clure s
` Installation recommendations, and the applicable sections of the FloridaF(dda Building Code.
Soffit fastener, as Y Metal studs where HardieSoffd, Camsoffitwtll be Installed shall be designed by an Engineer or
described In Note 1 Architect per the Florida Bullding Code and the requirements of this N,O.X
The sofflt shall be installed over minimum 209e, Nominal 3.510" X 1"5/6" Metal 0-studs spaced
a maximum of 1s" O.C.
f HardisSoffit, Cemsoffit A [Note 1] The soffiitfastaner shall be a minimum No. 8-18, 0.315" head diameter X 1-114' long"
ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal •
I fPaming);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven Into metal studs located et 16" O.C.
+ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance off," from
I comers.
HARDIESOFFIT, CEMSOFFITPANEL
l INSTALLATION DETAILS METAL STUD CONSTRUCTION
r t ) James Hardle Building Products, Inc.
20ga, 3-51617f 1-6/8" Metal C-slud 10001 Elm Avenue
LI The wall and soffit frames are to be o Fontana, CA 02337
L designed by the Architect orCnginnor Phone: 00936s-6300 a MOM o orvo nay
of Record In compliant w th the Fax 209427.0534 A P61L-PI.K SOFF 1
Florida Building Codo, Creator. E.G=Ek 0s snag 12" n ISHM 11 QF 12
Cladding
Framing
PRODUCT REVISED
. us complying with the Florida
Building Cade
6.001n. NOA-No. 17-0621.21
llxpimtlon Dote 05/01/2022
By
Miami-Vaddi Product control
PRODUCT RENEWED
as enmplying with the Florida
Building Code
NOA-No. 17-0406.06
Explraflon�01I202Z
By
Miami-DAdt!" ProduoECnntrof
MoDUC{' REVISE)
�mg Mdm•FitlivEa MtQdTI7C't'1 f
-aa°No ✓r 1 eaY'fl6
B�diug Code
Bly N Ehp,lII'�oM1` w
Mloa 9�({Mjiidi%nemol By-<��
Mimn?s&Pro,mitrdw1
NOMINAL 20 GAUGE 3.51V' X 1-518" STEEL STUDS 16' 0.C.
FASTENED WITH 6W WAFER HEAD SCREWS (2 PER TOP FOR MECALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
+ THE WALLAND SOFFIT FRAMES ARB TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
GLADS1 O HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO.8-18, 0.315 HEAD
DIAMETERX 1-1/4' LONG CORROSION RESISTANT RIBBED INSTALLATION ➢CTAILS METAL STUD CONSTRUCTION
BUGLE HEAD SCREWS (SCREW SHALL HAVE A7 LEAST 3 (i'r
FULL THREADS PENETRATING THE METAL PRAMING), PLACE James Horde Building Products, Inc.
SCREWS 8" O.C. A7 PANEL EDGES AND INTERMEDIATE 109d1 Elm Avenue
STUDS ° Fontana, CA 92337
Fax 908 2%063A A PNL-PLK-56FF 1
Creator..E.Gonzales WAS V.f.0" Dater.&24/2013 sHesr 12Of" 12