HomeMy WebLinkAboutNOAFILE eCOpY
EIVE'FR-E—C
AN_t R_2ma_
MIAMI DARE MIAMI-DADE COU147Y
u 036 ST. Lucie County, Permitter UCT CONTROL SECTION
nt VJ 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOAItra www.miamidade.gov/e onom
ST. LUCIE COUNTY BUILDING DpfSION
James Hardie Bur7ding Product, IncREVIEWED FOR CO PLIANCE 2�
10901 Elm Avenue REVIE MDr9�d'�cpC
Fontana CA 92337 DATE
PLANS AND PERMIT MUST BE KEPT)6P(JOB
SCOPE: SITE OR NO INSPECfION(S) WILLffl MADE
This NOA is being issued under the applicable Hiles and regulations govemin40e 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 (AHI).
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. R LE COPY
MISSILE I114PACT RATING: Large and Small Missile Impact Resists
LABELING: 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.
TERMINATION 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.
INSPECTION: 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 I 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
M .4)ADE COUNTY Expiration Date: May 1, 2022
Approval Date: November 30, 2017
t7
THESE PLANS AND ALL PROP081 WORK Page 1
ARE SUBJECTTO ANY CORRECTIONS
/!/Zy�20
REQUIRED BY FIELD INSPECTORS THAT f pDFASiFN131SORATiACHMBQIg
MAY BE NECESSARY IN ORDER TO ARE �OMUTYOF
COMPLY WITH ALL APPLICABLE CODES.CONTRACTOR
James Hardie Buildim-P-roductsAn
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted underNOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlanlc, 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 underNOA # I3-03IL07"
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 08/2412012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
"Submitted under NOA # 02-0729.02"
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 03/18/96 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
I. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 15-0122.04"
1. Statement letter of code conformance to the 5n' edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
Carlos M. Utrera, P E.
Product Control Examiner
NOA No.17-0821.2I
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
E-1
----James Hardie-Buildine-Produet�inc_ -- —
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
5�1 : •��i�Ll\�lfy
1. None.
B. TESTS
1. 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
1. Statement letter of code conformance to the 6`b Edition (2017) FBC and of no financial
interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and
sealed by Ronald I.Ogawa, P.E.
t11Z/V)7
Carlos M. Utrem P.E.
Product Control Examiner
NOA No. 17-0821.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
E-2
PROD
as Cars
Sulldln
NOA-N
WALL
HEIGHT
it
WALL LENGTH
Stud spacing at 16" O.C.
��
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0
A
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i
� {ttt�l�'�
PIt r \
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17
Ity
r
s�
UCT RENEWED l —•� f""
plying with the Florida
B{--+
I Code Nails at is' O.C. ityp.)
r. 17-0406.06 3/W Minimum Edge Distance
PRODUCT REVISED
ec complying wah the Flerlda
Building Lode
NOA-No. 17-0821.21
EzplWtlen Bgeo 05/01/2022
By
Mlaml-D'ddtrPioduct Control
/I
MA Sheathing -fastener, as described in
Note 1
Panel fastener, as described in
Note 2
HardiePanel, Cempanel,
Prevail Panel Siring
Water-rosisfive barrier per
Florida Building Code Section
14D42
5M' thl^I<16 ply APA rated
plywood sheathing fastened In
accordance with Florida Building
Code Section 2322.3
2" X 4• SP-F Wood Studs
The wall and soffit fmmesare to be designed
by the Architect or Engineer of Record In
compliance with the Florida Building Code.
MCM-P- 990EM— N
SEE
HardllePaneM. CemPOMM, &
DEI-AILA
Prevail® Panel Siding materials are
" oickl a ply APA rated
nonasbestns fiber-cament products
tested In accordam %J#I ASTM
I`+^adsf�e^1N"9i^
C1186Gradall, rypeAandmeaUng.
adance withFlorida
dba Code Section
the requirements ofthe Florida
Building Coda.
a
ater-resistive
yrJjj„gThness
[23222
rdar per Florida
4' gg10' 6116"Wding
Code
eeks 14042z"X4•s-P-F
Installation DesignPressLue
Wood Studs .76 psf
vioodStuds
_FlpMiePanel,
act nstano ever
CenWanel,
planks b/6" thick /5 ply
Pmvall Panel
APA ratbri plywood sheathing
Sitting
• Pal Installationshallbe done In conformance won MIS rvosoeoTe Pw'w,11�6•11w�a�w•�
installatlen recommendations, and the applicable sections of the Florida Building Coda.
• Wood studs where HardiePanel, Cempanel, Prevail Panel Skiing will be installed shag be
designed by an Englneer or Architect per the Florida Building Coda and the requirements of
N.OA.
• INoto 115/a' IhIW 6 ply APA rated plywood sheathing shall be allachedto the studs In
accordance Wth Florida Building Code Section 2322.3,
• The siding panels stag be installed over 51a' thick 16 pb APA rater! Plywood �sneathing supl
by a minimum atz%4" s-?-F wood studs spaced a maximum of 1W Q.C.
• DMote 21 Tha siding panel fastener shall be a 2' long, 0223" head diameter, 0.002" shank
diameter, corrosion resistant skiing na l; the fasteners shag be spaced at W O.C. at Panel ar
and intermediate studs; the fasteners shell be driven through the 5W thlatcl 6 ply APA ratet
Plywood sheathing Into wood studs located at 16" O.C.
• Fasteners shall have a minimum edge distance of $W and a minimum clearance of 2" from
Writers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTAUAIiON DETAILS WOOD STUD CONSTRUCTION
James Hardis Building Products, Inc.
IBM Sin Avenue
Fontana, CA 92337
PNLrPLKSOFF
Creator. E. Gonzales Isms 112'=1'•0" 1 Date:412412013 Iasasr 1OF12
Fastener Spodng per Florida
Building Code•Section 2322.3 `---iS.imin.—►
I.I l•�
•PRDOOCtREV15FD Fastener jing per Flodda I• I
owaalsie�wiO+Yle-Raida Building Code Sedton2322.3
"Wits Code , I I•
Ate;4oZ�
E
' .D7 Plrrdial d "I I•
I I I •I
PRODUCT REVISED PRODUCE REVISED'
ne nomphnn .•dui me Florida - PRODUCT RENEWED '
Building C0Be asegwk+dmf5mid• as eomplytng with the Florida
NOn-No. 17-0021.21 Bagdhp Ca& ,r Building Code
B„plretlon 05/01/2022 AWNo' 0211.a% NOA-No. 17-0406.06 •I
ByProduct ezpiratmn e0510112022
Mlam ntrol
•�hiianr prodnctCmtrol Sy I• .
Mlaml- a duct Contro I•
FLtIjj1J A
• • NOMINAL 2" X 4" S•P•F WOOD STUDS 15" O.C. FASTENED
WITH 3.1/2.led COMMON NAILS (2 PER TOP AND
BOTTOM CONNFOTION)
• THE WALLANO SOFFIT FRAMESARETO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
• NOMINAL5/8"THICK/5PI-YAPARATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BULLDNG CODE SECTION 2322.3
2I,ADT M
• THE PANEL IS FASTENED WrrH Y LONG, 0.223" HEAD
DIAMETER, 0.092° SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 8" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
Framing
Sheathing
13
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGMACTION AND GRAVf1Y LOAD ARE
NOT PART OF THIS APPROVAL. (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardlo Building Products, Inc,
10901 Elm Avenue
Fontana, CA 92337
A I I PNL•PLKSOFF
Creator: E. Gonzales I'soare lu-T-0" I • Dslo:412M2013 Issm 20F 12
WALL
NEIG
PRODUCT REVISED
as eomplYing with tho Florida
Buildingwade
NOA-No. 17-0821.21
Z.
WALL LENGTH �I
Stud Spacing at 16" O.C.
13,4...1 1, I _ I
i
rrpiiii.
II
l ..
IIYin$v*h
11or6M
`aa+t
Ell
°oaf"
•11.a7
`
Nb. l
II IL 8
:(
a :.�
STATE
ado
111
I J-�
_.r.��
—
•ai
PRODUCT RENEWED
as complying with the Florida
Building Code
NDA-No. 17-0406.06
B *-J T -'I 1-1
3/8" Minimum Edge Distance Nays at 8" O.C. (iyp.)
Sheathing fastener, as
described in Note 1.
Panel fastener, as described In
Note 2
HardiePeneW Siding
Water-reslsdve barrier per
Florida Building Code Section
14CA,2
5/B" thick/ 5 ply APA rated
plywood sheatliing fastened
to metal studs as described
in Note 1.
20ga, 3.6181IX 1.6/6" Metal C-stud
The wall and solat formes are to be designed
by the Architect or Engineer of Record In
compliance With the Florida Building Code.
SFF.
D SEE
PgCL2UGT OPSCRII'itf�1!1
A HardlePanel®, Cempanel®, & Pfevei
Panel Siding rnatarlals are nonashesi
S1a• thick 15 ply APA rated fiber -cement products tested In
accordance with ASTM C1186 Grade
T
plywood sheathing fastaned
to metal studs as described Type A and meeting the requirement
-_
the Florida Building Code.
1n Nola 1
+�
RAN151,00901M
•
Wetabrearstive Wdth Length Thlclams
barderperFlodda
4- 8,9,10' 5118°
Bulknrd Code
¢ i
Section 14042 R�sActtM! S ii1BTJNo
111
•�6� �
Installation Deeign Pressure
toga, 3.510°X 1.6/a" Metal Studs 404 psr
Mam c4ud
Hanllepanel, Impact Resistant-
rrdrrrt
$EQIlONna
Cempanel, Panel hLstelled over 618"thtck15 ply
Prevail Panel APA fated plywood sheathing
SKnu
• ' All Installation shall be done In conformance with this Notice of Acceptance, the manufacturer
Installation recommendations, and the applicable sections of the Florida Building Code.
• Metal studs where Hardial anal, .Cempanel, Prevail Panel siding will be Installed shall be
designed by art Engineer orArchlect per the Florida Building Code and the requirements of it
N.O.A.
• [Note 115/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6%
at panel edges and all intermediate supports using a No.&1 B. 0,315" head diameterx 1-114' t
bugle head screw
• The siding panels shall be installed over 6/8" tick! 5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominat 3.5/8" X 1-518" Metal C-studs spaced a ma4mum of
O.C.
• [Mote 21 The siding panel fastener shall be a minimum No. 8-18, 0.818" tread diameter X 1-5
long* ribbed bugle head screw (*or screw shall have at least 3 fun threads penetrating metal
framing); the fasteners shall be spaced at B" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven through the 6164 thick 15 ply APA rated plywood sheathing into metz
studs located at 16" O.C.
• Fasteners shall have a minimum edge distance of 3/8" and a minlmum clearance of 2" from
comers.
HARDiEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METALSTUO CONSTRUCTION
James Hardie 6ullding Products, Ino,
10901 Eh Avenue
Fontana, CA 02337
PNL•PLKSOFF
Creator: E. Gonzales jsGLa' 12"> T 0" I Date:42421113 I8MST 3 OP 12
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration te06/01/2022 6.0Oin.
. ' FRODi7C1'SEVL�D
�.�+Ns�+swiateeFt
Nor 31J 7
g}r(oh.. nde ProeontC.aouot
II
I' I
II
-T' I'
6,OOtn. I I
Ir
II
II
I•I
II
PRt'1Dl1CCREVISED '
o cmi9111hR will lbo Floela
5 7i
ul�
�' Ae7uN
II
II
I.I
II
.I
,EB9 AgPi
~ STUDS IV O.C.
NOMINAL
0 GAUGE WITH SfW WAAF1ER HEAD SCREWS (2 PERTOP
AND BOTTOM CONNECMQN)
THE WALLAND SOFFIT FRAMES ARE TO BE
BY THE ARCHITECT OR ENGINEER OF RECORD IN DESIGNED
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NOMINAL
s.JiEc
•5R1 THICKI6PLY APARATED PLYWOOD
SHEATHING TO METALMDS AT a" CC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
N0.a-ia, o.3113' HEAD DIAMETER X 1-1W LONG BUGLE
HEAD SCREW
CIAQDING
• THE PANEL IS FASTENED WITH NO. 8-18, a.315" HFAD
DIAMETERX 1-6/8' 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
REVISED
with n Florida
Ekplraflah
Cladding
Framing
II
. ICI Shoathing
II
I•I ,
II
II .
I I I I r/IlNlriiri/mow
I I 1 1 Itlll i QrY�{IAJfi�,.y
� ' � -o ' STAlE OF ?�� �•
F(OR1��...
1L � Y
FOR METAL AND WOOD STUDS PROVISIONS FOR NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HRAGM ACTION AND GRAVrry LOAD E
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DLT•AIIS METAL STUD CONSTRUCTION
James Hardie Building Products, IM
10901 Elm Avenue
Fontana, CA92337
-" Fa V"crgDB-027-083' 4_ .,.__ A PNL-PLK-SOFF
Creator. I- Gonzales isaAw 1.=1�0^ Dale-, 13 'sr�er _ AOR tt
17-0821.21
A" Sheathing fastener, as
r— described in Note 1
siding fastener, as
desodbed in Note2 '
HardiePlank,
Cemplank, Prevail
Lap Siding
Water-reetatWB barrier
per Florida Building
Code Seollon 1404.2.
`q
�' WB thick 15 ply APA rated
�'
-^ plywood sheathing fastened
PRODUCT RENEWED
`--,inaccordarlwwith Florida
as complying with the Florida
Building Code Section
Building Code
2322•3
NOA-No. 17-0408.06
Euplration 7te05101/2022
2"X4"S-P-FWood Studs
The wag and soffit frames are to be designed
BY
by the Arohitector Engineer of Record In
a61em1 11e Produt! Control
mmonan,ne with the Florida aulidihri Cade.
S M
�ROQU4�D€5�3tPSl�Ld
Mi. A
HardlePlankO, CempiantM, 4
PrevalM Plank Lap Siding materials
�T1 518"thttk/spty APA
are noneshastos f1ber-cament
rated p"Id
products tested in accordance with
1
1
ASTM C1186 GradB It, Type A and
sheathing in
Meeting the requlrementsofthe
axardanrevhlh
Florida Bugchng Code.
• Florida Bulldkg Coda
Secllan2322.a
PANF�AJIYlF,L8LDKq
Water -le tive
Width Length Thickness
bardarpor Florida Z7112h 12` 5M6'
aullding Coda
Seclian 14042
D�;J��pgF.�,Fj�t? RAT(NO
2°X4"SP•F
�WoodStude
installation Design Pre?sure
Wood Studs Mpsl
Lap aidlna
impact Resistant -
planks Installed over 5/8" thick 15
1-114•tag X8i1s, APA ratod plywood sheathtng
thick startef strip
A7.
• Ali Installation shall be done In conformance with this Notice of Acceptance, the manufactUr9(°a
Installation recommendations, and the applicable sections of the Florida Building Code.
• Wood studs where HardlpPlank, Cemplank, Prevail Lap Siding will be Installed shall be designed by
Engineer or Architect per the Florida Bullding Cods and the requlremard's of this N•OA.
• [Note 13 SW ibick / 5 ply APA rated plywood sheathing shall be attached to the studs In accordance
with Florida Building Cods Section 2322.3.
• Planks shall be applied horimntally commencing from the bottom course ofthe welt with 141V wide
laps at the top of tide plank such that the exposure area of each plank Is 58-1/4" vsrticaty.
• [ Nota 21 The siding fastener shall be a 2-1& long, a.=, head diameter, 0.092" shank diameter,
corrosion -resistant siding nag: The siding is fastened s 8-1/4" O.C. vertir,Niy, and 19' O.C. horizontal
fasteners are driven into wood studs through M' thloc / 5 ply APA rated plywood sheathing, fastene
ara placed In the overlapping area approximately 3/4 from the bottom edge of the ov8depping plan{
• VerUcai Joints shall b® placed overstuds.
• The planks shall be Installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a
minimum of 2"X4" S-RF Wood studs spacad a maximum of 18" O-C.
• Fasteners shall have a minimum edge distance, of 30'.
HARDIEPLANIZ, CEMPLANX, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, rna
' 10901 Elm Avenue
Fontana, CA 92337
PNI,PIX-SGFF
Creator ii Gonzales Feaia in" d v w I' Date;,ilzc 13 ienesT BOP 12
Fastener Spacing
BWlding Code set
PRODUCT REVISED
ascomp with the Florida
8uildlaa tad¢
NOA-No. 17-0821.21
5101/ZO22
na conwf ._ _..--- —• 1
Faetanar spacing per Florida
PRODUCT RENEWED Building Code Section 2322.3 •I
as Complying with the Merida '
Building Code
0.751n _��,, o....__.
NoA-No. 17-0406.06.
Expiraticn D e05/0112D22 •I
Dy .
�Mlaml-Watib Product Control
zo
Br PRCN]UCI es:"rLs�
s8,251n. ade�.e4 re oaopiyirgwlihl4e FWrW.
iN S-0!
SING
• NOMINAL 2" X 4" S•P-F WOOD STUDS 16" O.C. FASTENED
WITH 3=1/2" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
• THE WALL AND SOFFIT FRAMES ARE TO 612 DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
5EEAnil G
• NOMINAL616"THICK/5PLYAPA RATED PLYWOOD
SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322.3
LJ.GDJim
• PLANKS.OVERLAP 1-114'
• THE EXPOSURE IS 1B-1/4"
• T1:M PLANKS ARE FACE NAILED WITH 2-112" LONG, om,
HEAD DIAMEMR, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS. -PLACED 3/4" UP FROM THE
BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATIOt
In. OC—r Cladding
Framing
Shewng
.I
tl,itjl 1.0 GA
tz
• �•t1 No.
xlr
STATE OF
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AN df fff IAAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARD IEPLANK, CEM PLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Jam9s Hardie Building Products, Inc,
1090i Elm Avenue
Fontana, CA 92337
F _, 90944 7-0694 A PNL-PLKSOFF
Creator. E, Gonzales IWALE 1"e 1'-0" I Dale14/24/2013 ISHEa 6 OF 12
WALL
I
REVISED
wm, No Modda
PRODUCT RENEWED
as complying with the Florida
Bm-iding Code
Non -No. 17-0406.06
ExpirpUon gMpO5I0112022
Ala° Mmlmrlm
—
SEE
L!W-Q-= F2C-"-TPN
�-
DETAIL
A HerdtoPlankID, Camplank®, and
•� sre°lhlekls ptyAPA PrevalM Plank Lap Sld1nq mate
ate nonasbestos fiber -cement
i
J
--.•-
--
- —
--
rated plywood
'
sheathing fastened products tested In accordance H
to metal studs AM M C1188 Grade It, Type A:
!
I
I'I
�
_ i ryRnii�;r�r
�
drscribed In Note t meeting the requirements of the
Florida Building Code.
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wete,westative
barrier per Florida ak&KKoff
Butding Code Width Length Thickness
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section 1404.2 S 0.11X 12' Silo"
20go, 3818h X 1-518" IG R 811RE
L1 AP 4"�_—���
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�C Installation Design Press'
Hardldpic k.
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\ Metal Studs -92pef
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.amplank, Pravall
Lap Siding Impact Realstant-
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,
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A�
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installed
s at 18"
(typ,)
{%lU
1.11a'tall X 5118° Planks over 5/8" thlok
"'"""tit••,(((
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thick staderstrip APA rated plywooa sheathing
='� NA�Ij�I�PL(iJJx• ceMPLAJJK. PR�t�,gp�J(�p IN$�1,[J11710A,jt1 OH1'AIL6
h Aft installation shall be done In conformance with this Notice of Acceptance, the manufacturer's Instollatio
- Sheathing fastener, as recommendallons, and the applicable sections of tlm Florida Building Code.
described In Note 1 a Metal studs where HardiePlank, Campiank, Prevail Lap Siding will be installed shall be designed by an
Engineer orArohitact perthe Florida Building Code and the requirements of this N.O.A.
'�
. • [Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at Woo at panel
Siding fastener, as edges and all Intermediate supports using a No.8-18, 0.31fi heed d}ametarx 1-1/44long bugle head screw
a Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 wide laps
at
J,[ described in Note 2
the top ofthe plank such thst the exposure area of each plank is 58-1/4" vertically.
II h [Note 2] The siding fastenershail be a minimum No. 8"18, 0,316" head diameter X 2-iW long` bugle head
d screw over metal studs ('or screw shall have at least 3 full threade penetrating metal framing); The sldin�
Is
JHardisPlank, fastened 58.114' O.C. vertically and IS' O.C. horizontally; Fasteners are driven Into metal suds through
6/9
— Cemplank, thick 15 ply APA rated plywood sheathing,'fastanars are placed In the overlapping area approximately 3/4"
Prevail Lap Siding from the bottom edge of the overlapping plank,
/ Verticaljoints shell be placed over studs.
Water- eeistive, - The planks shall be Installed over 6/B" thick IS pry APA rated pNwond sheathing supported by a mlydrmi
banter per FloridaZile, Nominal3-5/9"X 1.318" Metal t;•studs spaced a maxlmw4r a 18" D.C.
Fasteners shall have a m(nlmum edge distance of 3/81'.
Building Coda
-'' Secdon14042 HARDIEPIANK,,CEMPLANK,PREVAIL LAP SIDING
5/6'thick 16 ply APA rated INSTALLATION DUAILS METAL STUD CONSTRUCTION
plywood sheathing fastened to
James Hardia 6ulldmd products, Ino.
metal studs as described in
10061 Elm Avenue
Note r -
Fontana, CA e2337
20ga, 3.8/8" X 1-5/8" Metal Gstud P orre; 9 358-6300 sizs rsua oo owo no
pEv
The wag and soffitfremes are to be designed Fax 909,427 34 A PNL-PLIC SOFF
1
by the Architect or Engineer of Record In -
compliance with the Florda Building Code. 'Creator. E. Gonzales scats 1/T 1-0" I Date: 4/2412013 mW 7 DP 12
s.0oln, '
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 77-0406.06_,,
0,751n.�
Explratlon D 10 05/04/2022
REVISED By
with the Florida Miam Pm U, Control
NOMINAL 20 GAUGE 3.518-X 1-& V' STEEL STUI)31W
O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNECTION)
• THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATHING '
NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 8" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315" HEAD DIAMETERX 1-1/4' LONG BUGLE
HFAO SCREW
&LAWSJNG
• PLANKS OVERLAP 1-1/4"
• THE EXPOSURE IS 5 8-1W
• THE PLANKS ARE FASTENED WITH NO, 8.18, 0.315•
HEAD DIAMETER X 2.1/4' LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULL THREADS
PENETRATING THE METAL FRAMING), PLACED SW UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
Ann LOCATION
Gadding
Framing
I
Sheathing)
I
I
o.V121
ATE OF '
ONAI EI:C,il
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROMDEALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPI,ANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Produots,.lno.
10901 Elm Avenue
Fontana, CA 92337
I*909.4Z7-0834 A PNL-PLK.SOFF
Creator. li Gonzales lsn l.E Dad. 4/2013 50SEr a OP 12
{�---- WALLLENC"TH
Stud SDaoing st 18" O.C.
SEE PRODUCTD=RIEw.H I
DETAtLA HardieSoMID & CemsofffM materials are
nonasbestos fber-cement products tested In
i •�. ecoordance with ASTM C1186 Grade 11, Type A
l and meeting the requirements of the Florida
�T.�..
• _
__�
-- ..i
_t
Building Code.
SOf�[j�BNENS10N8
Width Length Thtcmass
w cd
'I
I
sn,da a' E' 114" f
WALL
l
MGM
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'
II
r
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A�i1Sa.J�tf_$�gBU�EF,��A17h1<i
.)
Hardiesofs Installation Da nPressure
4
•i
j
i
N
N
Ceme,fgt Wood Studs -70 pet
17-0821.21
_ L._. _.1✓ ti_ �...1, �._ _._._
Hells at4" O.C. (1yp.IPReD=RgglsED PR0DUC'SIEvjsw
318"Minimum Edge Distance .aosggybewhhllwft s ee&--qb*Zvwith dt roadda
e Na -0tMqdudfjt Q3 LO
Drg1t 1� B
P n*W rhodud
PRODUCT RENEWED
as complying with the Florida
Building cod,
Non -No. 17-0406.06
Expiration pate DS10112022
SofHtfastaner, as
described in Note 1
Hardlesoffit, Camsoffit
Minimum 2" X 4" S-P-F Wood Studs
The wall and soffit flames are to be
designed by the Architect or
Engineer of Record In compgance
Willi the Porida Building Code.
�p6pjir'SgP�I�_EM°uOFFIIPANFJJALS7�LLATION D}�,A1J.,� """"
All Installation shall ba done In conformance with this Notlos ofAmeptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Code.
Wood studs where HardieSofit, Cemsoffit col II be installed shell be designed by an Engineer oe
Architect per the Florida Building Code and the requirements of this N.OA.
The soffit shalt be Installed over minimum 2"X4" S-P•F Wood studs spaced a matdmum of 16" C
[Note 11 The sofrit fastener shag be a 2" long, 0,223" head diameter, 0.092" shank diameter,
corrosion resistant aiding nail; the fasteners shag be spaced at 4" O.G. at panel edges and
Intermediate studs; the fasteners shell he driven Into wood studs located sit 10" d.C.
Fasteners shall hove a mIMMUm edge distance of M" and a minimum clearonos of2" from cat
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Ina
10901 Elm Avenue
Fontana, CA 92337
PNL-PLK.SOFF
Creator. E. Gonzales IWALE 12"o 1'.tl" 1 Dats:4124M013 12fEe7 G OF 12
PRODUCT REVISED
oa wmp1yInp with tho Ploddo
aulldln0 Cotla
NOA-No. 17-0821.21
Explrntlon Dee 0510112022
r
By •
Minmi-D do Product Contra
i
PRODUCT RENEWED
as complying with the Florida .
BUllding Code
NOA-No. 17-0406.06
Expiration Dale 05I01/2022
Dy
4.00I1' Miaml-na Product Control
PAQbU[i D£VIBL� � PAODUCT8L+V15>�
Papoyingwitthe Flnrza xs wikhthe Ftwi0a
adwhe Cedc . BmIftceft
A dALVIA • R 1 q! mo 1? J7
A� gy
Afian 1'.Mw/ CoaOmt Minp' CMe Product raneot
F MIN61
NOMINAL20 X 4" S-P-F WOOD SPUDS IW O.C. FASTENED
WITH 3-W 18d 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
,t694❑_IN-0
THE SOFFIT IS FASTENED WITH 2• LONG, 0223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
Cladding
Framing
4
p. 121
STATE OF
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)
HARDIESOFFrP, CEIISOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardfe SuftIng Products, Ina
10901 Elm Avenue
Fontana, CA92337
F ucg 27-0894 A PNL-PLK.SOFF
Creator. E. Gonzales 9CnL6 14-1ka, 600e:4124/2013 IsHut
p : WALL L.ENGT
Stud Spadng at 16" O.C.
WALL
PRODUCT REVISED
es cote tying with the R.dda
Build,, Code
Nap-NO.17-0821,21
DEMI-A
1th the Florida
17-0406.06
Expiration
Nara at W O.C. (typ.)
3i9" Minimum Edge Distance
Soffit fastener, as
described In Note t
HaMie8offit, Cemsoffit
2098, 21-E041-619" Metal C•stud
The wall and soffit frames are to be
designed by the Architect or Rnglnoor
of Record In compliance with the
Florida Building Codo.
SEE PR9AUyD_�CRIP.]7StN
DEiAILA HaMlesoffit ill & Cehuo(fit®matedals
are nonasbesros fiber -cement products
tested in AccordancewdhASTM 01199
'r 1 Grade 11, 7ypeAand meat ng the
1 / requirements of the Flodda Building
Code.
?Aga, 5818"X 1-5Ia' �oFErSJ'21471=t4�'iLO� '
etal "lud Width Length Thid(ness
4 8' /•
HerdleaolH4 PS�GJ� PR€✓?BSLBATII�G _
Cernsolft Installation Design Pressure
Metal Studs
rrrii/77ft7)i�iv�,
t11 1. DGA
RQnotl 1-9 MODDCtRWASM t11t .• _
PRODUCT REVISED en awupt7inN witatbeAodJa %` s[C
m�
Coft uutfa � F
w
Ao WOPiMTE
d F�pitati -O v
M> Memo t n adePradoslcadrot '_� '�t�RI Day
N.iBp EFC.SiF�1�RFJQL9N$1JtLBTALLATIOND�[AILS LE61111fIttttl
• All Installation shall be done In conformance vAil1 this Notice oPArxeptand6!trt[+Mbilufa&Val
installation recommendations, and the applicable sections of the Florida Bulldhig Code.
+ Metal studs where HantleSoffit, Camsoffltwlll be Installed shall be, designed by on Engineer i
Architect par the Flodda Building Code and the requirements of this N.O.A:
• The soffit shall be installed over minimum 209a, Nominal "19" X 1.616' Metal C studs spas
a maximum of 1ti' O,C.
r [Note 1] The soffit fastener shall be a minimum No. 848, D.315" head diameter X 1-114' Ion
ribbed bugle head screw (•er screw shall have at least 3 full threads penetrating metal '
9aming);the fasteners shall be spaced at 61 O.C. at panel edges end fntennadtale studs; the
fasteners shall be driven into metal studs located fit 16" O.C.
Fasteners shall have a minimum edge distenes of 30 and a minimum clearance of 2" from
comers.
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS METAL SCUD CONSTRUCTION
James Harrill Building Products, Inc.
10901 EimAvenda
Fontana, CA B2337
A
Creator E.,Gonzalas 150us 1&-1W" I W16:44!412013 IsHear 11 CF 12
1� 6.
J.
RUVtSED
PRODUCT RENEWED •scomo
an complying with the Florida Bi{ISi�C�he
Building Code .AIdo $•
NOA-No. 17-0406.08 '
I• Exptraklon f OSlD112022 Br
Jvt 'ffm�aT'.wtra�t
PRODUCT REVISED
as eomplyln , with the Pt
Building Code
NOA-No. 17.111121
By Prhd acomrol (k 21
Mlemi- a Product Control
iMiam1 �O
Lid
444
• fill
pp"�IYIAIIL `��/r/J/JI
• NOMINAL 20GAUGE 3-WVX1.8161STF•eLSTUDSI6"O.C.
AND BOTTOM
WITH 616` WAFER HEAD SCREWS (2 PER TOP FOR MIETALAND WOOD NOT PART OF THIS APPROVAL (MUST PROVIDE ALDS, PROMSIONS DIAPHRAGM ACTION AND TERNATE PROVISIONS O� ESE LOADS) E
AND BQTiOM CONNECTION) •
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
cJ.82DJ�G SOFFIT, CEMSOFFR PANEL
THE SOFFIT IS FASTENED WITH NO. "8, 0.316' HEAD ams METAL STUD CONSTRUCTION
DIAMUERX9-1140 LONG CORROSION RESISTANTRIBBED
BUGLEHEAD SCREWS (SCREW SHALL HAVEAT LEAST3 S'
Jamas HeMle BW)ding Products, InaFULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE t:INSTALL7ATION
STUDS Fontana, CA92337
FaX 909.427-0634 A r n�-q
Creaion E. Gomalo5 scP E ("=iW" Dete:4l24l2013 sHchT 420F 12
C