HomeMy WebLinkAboutNotice of AcceptanceMi, mi-Dade Count
http://www.miamidade. gov/building/pc-result_app.aspYtidN OA=1...
Miami -Dade County Building
Product Information for N.O.A. 17-0406.06
NOA M
17-0406.06 LJ llibrary/oroductcontrol/noa/17040606.odf) ��q� O
o' v
Superseded —By 17-0821.21
File Status Superseded REVIEWED FOR
File Classification High velocity hurricane zone CODE COMPLIANCE
Category Cladding ST. LUCIE COUNTY
Subcategory Siding - Sofits BOCC ( I zF!
Material Fiber Cement
Applicant James Hardie Building Products. Inc. (pc -result detail app aso9app alias=101129 )
Expiration —Date May/1/2022 �e
Impact —Rate Large and Small Missile Impact rpy
Maximum_Design_Pressure_Positive 104
Maximum Design_Pressure_Negative 104
Description "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
Green —Sustainable —Attributes NONE
For a detailed description on the File Status, click the NOA File Status Key, J/buildino/oaresultkey ano asp
Page Last Edited: Wed Jan 26, 2017 10:40:27 AM
MIMIE)ME
of 1 6/25/2019, 1:43 PM
RY.
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
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 (NOA) w .miamidade.eov/ecunamy
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
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 AID (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 AID 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 Tiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding, HardieSoffit, CemSoffrt 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 renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 1710.9.2 and 1710.9.3 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 otherpurposes 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 renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
jy71y01 7 Page 1
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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, CeraSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/2412013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa,
P.E.
B. TESTS "Submitted under NOA # 13-0311.07"
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 # 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
1. 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 50` edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1.
Ogawa, P.E.
*02,717017
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
E-1
WALL
HEIG
WALLLENSEE PBrd[ePw�1npnelO
SWdSPadn9af16'O.C. I DETAILA pm,,a Penal®, SkIng materials I Prevail®Parcel Sidgq rnatadels a[e 1
S4 I, - T nonasbestos 6bervamet Products
1I
Mg,
�'...
RaMepanel
/
&VldwliplyAFA rated
tested in e00ordanoyvlMASTM
I
*y odsheattdngin
0113BGradell, Type Am meeting
1
erevdencewitnFWrida
Beldry Code Segicn
the requirements ofthe Florida
Building Code,
1�
2
71223
PAN6-LDIMJ�LSJSiN�i
WabrtrsisWe
YJltlth Lengdt TNdmess
t�rgp�ooMs
.p 8,9,10' 5116"
Sac(on 14042
DESIGN PRE$SJfJZE� 1�G.
2'X4'6FF
Installabon Design Pressure
Wood Surds 46 psf
Wood Studs
Impact Res[stmd-
RENEWED
BF 1
-1 I
�Cem ane4 Planks installed Over Mr thick 16 MY
��
with the Florida
Nas, or 16" O.C. (Vp.)
Pn ralr panel APA rated Plywood sheathing
'
17-0406.06
31a, Minimum Edge
Distance
Siding
te05101/2022
Shcethingfastener, as describedm • �-F'e�.�'�gdo'� gym. vftULfJl0M� � MONgE�iL$
All lnstagadonshelt be done In conformance with this t4odce ofAcceDlance, the manufa0lureds
'mduet CoT
Note
Installation recommendations, andthe applicable secttow orthe Florida Building Code.
•
Wood sWdswtlere HardePanei, Cempanel, PrevaQ Panel Sidblg wig be installed shall be
Panel fastener, ea described In
designed by an Engineer erArchited per the Florida Building Coda and the requirements ofthl
Note2
•
N.OA
[Moto 11 sf6' thidcl 6 ply APA rated plywood sheaddrtq shag be attached to the suds In
lY�Y
,
accordance with Florida Building Code Section 2322.3.
be installed 510• thick/5 Py APA rated plW'oodsheething suppor
The siding panels shag over
ly
r HardiePanel, Cempanel,
by minimrmt of 2'X I' SPFwood studs spaced a mmdmum Of 16P O.C.
tactic•
�— Prevail Panel Siring
fNo*:4 The siding panel fastenarshag be a 2.long, O'223" head diameter; 0.092" shank
_ __• •men Z-ha•l wins
/ Florida Building Code Section
14042
i
-- EM'thick/6 ply APA rated
plywood sheathing fastened In
accordance with Florida Building
Code Sedon23223
R"X 4° 3$P•F Wood Surds
_ Thevrall and solid frames are to be designed
by the Architect or Engineer of Record In
compliance Will the Fbdda Building Code.
end infermediata studs; the fastanerss6fi be driven throughthe 6/8" thIcU 5 ply APArdtee
plywood sheathing Into wood suds located at
Fasteners shag havea minimum edge dsthnceof3Wand a minimum clearance of 2' from
comers.
HARDIEPANEL, CEMPANEI, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hake Building Products, Ina1MOI
"gaR,427-0634
ElmAvemre
Fontana, CA eMT
00
A
PNLrPLKSOFFes
6GLs tf1°=t•-0° Date:424no1s ansar toF t2 ,
astener5padngper Florida
1600in '
'Aldbg Code.Sadon 23223
I•
•elteODLT
' I F to s Ong Per Flodds
as •'tw}ia:s.
Balding Code Section 23223
V"aj Code
'Ace9tnw alo 12 .
I•I
•�
. PradttCuwd
•
I I'I
-
• MODUCTREVISE•
asingwith tleiluda
I
PRODUCT RENEWED
as complying with the Florida
• �1...�o f
r�'JL17
Building Code
BOA -Ng 17-17406.06
NOA-
- G175� LE�C�
Bt
Exphatlon e0ElO112O22
'
yfm,r pmceahal
By I •I
Mlaml- a tluct Control
Cladding
Framing
EBANLr4,
NOMINAL 2"X4"S•P•FWOOD STUDS I6°O.C. FASTENED
FOR METALANDWOOD STUDS, PROVISIONS FOR OIAPHRAGMACTION AND GRAVITY LOAD ARE
WITH 3-1W 1NCOMMON NAILS (2PER 7OPAND
NOT PARTOF THIS APPROVAL(MUST PROVIDEALTERNATE PROVISIONS FOR THESE LOADS)
BONNEO
BOTTOM C
SOFFIT DESIGNED
• THE WALLAHITECT IT
OR ENGINEER OF RECORD IN
ENGINEER OF C
SYMPLANCE
COMPLIANCE WITH THE FLORIDA BUILDING CODE
WITH
sagahm
NOMINAL 518"THICKI 5 PLY APARATED PLYWOOD
HARDIEPANEL,CEMPANFI„ PREVAILPANEL
SHEATHING FASTENED IN ACCORDANCEIMTH FLORIDA
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
BURDNG COOS SEOTION23223
,/�m�8/.J�a}
CLADDiNCl
James Hardie Building PradUCIs, Ina
• THE PANEL IS FASTENED WITH T LONG, 0.223"HEAD
10901 Elm Avenue
DIAMETER, 0.a92v SHANK DIAMETER, CORROSION
a _ Fontana, CA92337
RESISTANT SIDING NAILS, PLACE NAILS S° O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Phone 90MSEi-6390
sae
Fscuxo
"No
Rs
Fax 909 2 -g634
A
PNLPLK.SOFF
t
Creator. E. Gonzales
sou? 1°=T-0" •Dafe:4/2=I3 jsmear 2OF12
WALL
I
A�'A1L A
WALL LENGTH
Stud Spacing at 16" O.C.
SEE
DETAIL A
T� 6/8" thtclt l 5 ply APA rated
plywood sheathing fastened
\ to metal studs as described
in Nate 1
P$OD UGT�P.�EgfPYl�rvf
HardiePanel®, Cempahel�, & Ptevail®
Panel Slding materials are nonashestcs
fiber -cement products tested in
accordance with ASTM C1186 Glade it,
Type Aand meeting the requirements o
the Florida Building Code.
�{�xip}vm k4xdn Width _Ill+rENSIONS
�36� itv J3> f/,07 � vJaterreslstive Width Lengtfi Thickness
I NQ, f ben erperF odda 4' 8,9,1a' 6/16"
ii v •; yk Will Code
gy F ,I .I - : �•• �. Section 14042 jLES�C-�N�E3ES5UJ2fSTdJVG
�AtanL t -4 a STATE 'F '
`n`/ Installation Design Pressure
_ tCC•,LORID: = so¢a,ss/e^xa-s>e^ Metal Studs •104psf
_I .I �ai • • . - �. l - Metal C•strJd
-------..__r °' —�-- '^ J�A r. jrrrlr HardiePanel, ImpaCtResisffint—
»»� r Panel installed over 618" thick/ 5 ply
s5pC11' O�Ci Cempanel,
Prevall Panel APA rated plywood sheathing
Nails at 6" O.C.(typ.) Sitlin
3/8" Minimum Edge Distance g
Sheathing fastener, as
described in Note 1.
Panel fastener, as described In
Note 2
HardiePanelS Siding
Water-resistive barrier per
Florlda Bulltling Code Section
1404.2
5/8" thick/ 5 pry APA rated
PRODUCT RENEWED
L plywood sheathing fastened
as complying with the Florida
to metal studs as described
Building Code
NOA-No. 17-0406.06
in Note 1.
Expiration D e05/01/2022
209a, 3-8/8" X 148" Metal C-stUd
The wall and soffit frames are to be designed
By
by the Architect or Engineer of Record In
mraml-A a e Product Control
�
cOmpliance with the Florida Building Cbde.
• 'All installation shall be done In conformanrz vJittt ttlls Notice of Acceptance, the manufacturer's
installation recommendations; and the applicable sections of the Florida Building Code.
Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
NOA
[Note 4] 6/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at WOO
at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1W long
bugle head screw
+ The sldirtg panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathing
supported by a minimum 209a, Notninet 3.5t&'X 1-618u Metal C-studs spaced a mabmum of 16"
O.C.
+ ]'Note 2] The siding panel fastener shall be a minimum No_ 8-18, 0.815" head diameter X 1-618"
long* ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal
framing); the fasteners shall be spaced at 6" QC. at panel edges and Intermedlate studs; the
fasteners shall be 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
corners. -
Creat❑r. I- Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUB CONSTRUCTION
James Hardie Building Products Inc,
10901 Elm Avenue
Fontana, CA M87
PNL-PLK-SOFF
1W � 1'•0- I Date: 4124/201a IsHEr 8 OF 12
6.00in.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
5,00in.
. ' PSLODI3CIREV75ELl
a6 oomgiy+oBwifhl4rElOar�n
z , 7
• $ra:m� 2roaoaeanaeB
-F
II
I' t
II
I I
6.00in. I I
I
I" I
II
I I
II
VR0DU,CT REVISED '
"Vjying WM the VkWii
ffi9t
,yo,,agsnhxNo/
D� of
BY �vroeud a��
ERAN(INQ
NOMINAL E EDD WITH SIB. WAFER H /EAD SCREWS
FASTENED (2 PER TOP
AND BOTTOM CONNECTION)
r THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NOMINAthIALS/8"THICK% 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 8" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USINGA
NO.8-18, 0.316, HEAD DIAMETER 1-1f4" LONG BUGLE
MEAD SCREW
CLADDING
r THE PANEL IS FASTENED WITH NO, 8-18, 0.315" HEAD
DIAMETER 1-5/8' 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
Cladding
Framing
Sheathing
0,4121 .'
it
STATE OF
FOR METAL AND WOOO STUDS, PROVISIONS [=OR DIAPHRAGM ACTION AND GRAVITY LOAD
NOT PART OFFTHIS APPROVAL (MUST PROVSDEALTERNATE PROVISIONS FOR THESE LOADS)RE
Creator: E. Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building P(OdUCK Inc.
10801 Elm Avenue
Fontana, CAS23V
A I I PNL-PLK SOFF
ALE I 1"=1'-0" Date:+1/2412013 ISHEaT 4OF 12
1
UF3WIL¢
No
PRODUCT RENEWED
as complying with the Florida
Building Code
NDA-No. 17-0406.06
Sheathing fastener, as
described in Note i
Siding fastener, as
described in Note 2
HardiePlank,
Cemplank, Prevail
Lap Siding
Water -resistive barrier
per Florida Building
Code Section 14042
5/8" thick /5 ply APA rated
plywood sheathing fastened
in accordance with Florida
Building Code Section
2322.3
Expiration WtoOI510112022 TX 4" S-P-F Wood Studs
The wall and soffit frames are to be designed
By by the Architect or Engineer of Record In
Mlami-Al5a Product control MmDliance with the Florida Building Code.
SEE
PRQDtIC DESCRmaN
HardiePlank®. Complank®, &
ETALA
prevail@ Plank Lap Siding materials
VIhicklaplyAPA
/Isheathlrig
are ❑onasbest0sliber-cement
rated plywood
productatested in accordance with
Type A and
-innce
AM C1186 GradeIt,
in
miming the requirements Ofthe'
h
Building Cade-
11.4 Buitdi tq codeFlorida
Secnan 23223
N D NS ONSP-A nL..JM�1__-
Waterredstive Width Length Thickness
banierperftodda sy-i12• 12' 5/16"
Building Codasdctian t4042
Q11GN PREcSSUFiinstallatlon
Wood studs
Design Preksure
Wood Studs -92 ps4
Lap Siding ImpeotResletant-
Planks Installed over 518" thick 15 ply
1.1/4ntauX5fie, APA rated plywood sheathing
thick slartatstrip
HLRp&ANK�C%�t$fJKsP�itYJct utt��Jxggx��?�-�v attest-s
All InstaUaUon shall be done in conformance with this Natiee of Acceptance, the manufacturePs
Installation recommendations, and the applicable sections of the Florida Building Code.
Woad studs where HardiePlank, Camplank, Prevail Lop Siding will be Installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.DA
[Note 11 5]8' thick 15 ply APA rated plywood sheathing shall be attached to the studs m accordance
with Horida Code • on 2322.3.
Planks shall bel pding plied horizontally commencing from the bottom course of the wan with 1-1W wide
laps at the top of the plank such that the exposure area of each plank is s 8-1m, vertically.
• I,Note 21 The siding fastener shall be a 2-1/2' long, 0.225" head diameter, 0.092" shank diameter,
corroslon-resistant siding nail; The siding is fastened S a-1/4" O.C. vertically and 1W O.C. horizontally;
fasteners are driven into wood studs through 618" thick 15 ply APA rated plywood sheathing, fasteners
are placed In the overlapping area approximately s14° from the bottom edge of the overlapping plank.
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 2nX4" S-P-F wood studs spaced a maximum of 16" O.C-
• Fasteners shall have a minimum edge distance of 3/0'.
Creator. E. Gonzales
HARDIEPLANIZ, CEMPLANk, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Handle Building Products, [nc.
' io901 Elm Avenue
Fontana, CA 92337
PNL-PL*SOFF
112" n 1'-V Dale, 4/2412013 Isiisar 5 OP 12
Fastener Spacing
Building Cade Sec
0.75in
' TT �1 Fastener SpaIcSngper Ftorida
PRODUCT RENEWED Building Code Section 2322.3
as comp{Cod With the Florida
\ '
Building Code
NOA-No. 17-0406.06 ___._
Expiration O o05/0'1/2022
6y
Miami- ac{ Product Control
E116MiNG
• 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
SHFJ.TH Nb
• NOMINAL 6/6"THICK 15PLYAPARATEDPLYWOOD
SHEATHING'FASTENEO IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2=3
S16AS G.
• PLANKS.OVERLAP 1-1/4"
• THE EXPOSURE IS 51i-1/4"
• THE PLANKS ARE FACE NAILED WITH 2-1127 LONG, 0.223
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORRO$IOP
RESISTANT SIDING NA)LS,'PLACED 3W UP FROM THE
BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATIO
in 00—`4 / Cladding
Framing
I•I I I Sheathing
I.1
i%
•1 ,1 No. i 1 4
4 ': STATE OF
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND 6'K/CVI`t`> LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
Creator. E. Gonzales
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA92337
A I I - PNL-PLKSOFF
DaW!4124/2013 ISHM 60p"12.
Sl'ud Spacing at 16" O,C, WALL LENGTH SEE PiRODUCT -0 tP -QN
Be t ' I DETAILA HardiePlank®, Cemplank�ID, and
f�-�—>•i b/8"thicklBplyAPA Prevail®Plank lap Siding materials
are nonasbestas fiber -cement
i rated plywood
products tested Inaccordance with
sheathing fastened gSTM C1188 Grads II, Type Aand
1 l i j fo metal studs as l j j j meeting the requirements of the
r///r��•�!�:� i. described in Nate 1
(I ' j j an 000)Qty'ag w9rb t�nP'foxida ( tt4 �, I w =l Watervresistive Florida Building Code.
1 d
WALL . i g ' I ! tt '•" ' barrier per Florida P-LLARK0-1 - t,I)�15
1EIGM' r 'i i I j p �� 1IF Building Code Width Length Thickness
Section 1404.2 59.1/2° 12' 5/16"
!� i I r"f xkPmNdx Co�sl i 11 2pga, a818"X1-518"
Metal Dstud DE5 G��tE_SSURE RATING
Inatagation Design Pressure
ZAA
HardiePlank, Metal Studs -92 psf
""'�•- ^`�'� �_�Cemptank, Prevail
B , 1•y �- s�yQ(J�L ,� �CT[D Lap Siding Impact Resistant -
3/4° Minimum Edge Distance Nails at 16" O.C. (typ,) ��. B=8 1.11a° pll X 5/1s^ Planks Installed over 518" thick / 5 ply
thick starter strip
APA rated plywood sheathing
D�'I'�46 FtAf�D1EPu�NK C�MPJ-A_NK,LR����_sJ.[71L�L� I�TA4�lT1G1�J�_EZAILS
All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation
,% �•�� Sheathing fastener, asp recommendations, and the applicable sections of the Florida Building Code.
PAtdLN.7CT SID �` described in Note 1 . Metal studs where HardiePlank, Cemplank, Prevail Lap SidingvdI1 be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.OA
a3oxroyiWg irh idle Flxir7e �` . [Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"0o at panel
HAooeptwa 15. 1 Siding fastener, as edges and all intermediate supports using a No.B-18, 0.315" head diameter 1-1/4' long bugle head screw
' described in Note 2 - 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 s8-1/4' vertically.
By I [Note 2) The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1W long' bugle head
r theei +,coca r screw over metal studs ("or screw shall have at least full threads penetrating metal haming); the siding is
Har=Plank, fastened s 8-1/4' O.C_ vertically and 16" Q.C. hadzontaliy; fasteners are driven into metal studs through 518"
Cemplank, thick / $ plyAPA rated plywood sheathing,'lesteners ere placed in the overlapping area approximately 314'
Prevail Lap Siding from the bottom edge of fhe overlapping plank.
�` % . Vertical joints shall be placed over studs.
/ Water-raslstive The planks shall be installed over 5/8"thick f 6 ply APA rated plywood sheathing supported by a minimum
20ga, Nominal 3-5/8" X 1-5/8" Metal Cstuds spaced a maximum of 16" O.C.
\ banter per Florida . Fasteners shall have a minimum edge distance of 31W.
�. Building Code
SecEon 1404.2"909-W355-5300
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
6/8" thick / 5 plyAPA ratedINSTALLATION DETAILS METAL STUD CONSTRUCTION
PRODUCT RENEWED plywood sheathing fastened toJames Hardie Building Products, Inc.
as complying with the Florida metal studs as described In10901 Elm Avenue
Huilding Code NOA-No. 17-0406.06 Note 1 Fontana, CA 92337
Expiration 05/01/2022 20g
a, 3'5/8"X 1-51T Metal C•stud 517E Fa NO DWTi NO REV
eyThe wall and soffltframes are tc be designedA PML PLK-SOFF 1
Miami-0I d Product control by the Architect or Engineer of Record in compliance with the Florda Building Code. +Creator_ E. Gonzales septa 1/2" c 1'-0" Date; 4/24/2013 SWM 7 OF 12
B.DOin.la-- ,
----------- s.00in1 OC L
PRODUCT RENEWED I I_
as complying with the Florida
13,
-YHDA-ng Code ---M _
NOA-Ho. 17-0406.0E
—ExpirationD te0510112022.-.
Dy
Miami- a Product Control
r i°rod
• 58,26in. '
NOMINAL20 GAUGE 3518"X'1.5/8 STEEL STUDS 16"
O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD
SCREWS (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
SHEAT[j_TNG '
NOMINAL518" THICK IS PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT W OC A'Y.PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO-3-18, 0.315" HEAD DIAMETER X 1-114° LONG BUGLE
HEAD SCREW
CLADD3NG
PLANKS OVERLAP 1-114"
F THE aPOSURE IS S 8-114"
THE PLANKS ARE FASTENED WITH NO. SA8, 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 314" UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
.a'n in I nnn-rinN
In.
RE:y15FD ttt,1
6wiW d�c Flodd. �
No
.I
r rrofixKCa�rai `��
Cladding
Framing
Sheathing
i
* a
OF
FOR METAL LCAD ARE
NOT PARTF THSAPPROVAL (MUST PROVIDE ALTERNATEWOOD STUDS, PROVISIONS FORGPROVIACTSONSFORTHEON ANDITY ELOAD$)
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie B011ding Prodadts,.Inc.
10901 Elm Avenue
Fontana, CA M37
SIffi rscm NO DWGND Re
A I PNL-PLK-SOFP 1
Creator E. Gonzales sCas 1"=1=0" rwa:4124/2013 IsHear _ 8 OF 12
WALL
DETRL,A
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No, 17-0406.06
Expiration
WALL LENGTH SEE P—I'OJ7[rC�7ZSCalm 0Lt
Stud Spacing at 16" O_C. DETAIL A HardiedofitcA & CemsoffiM materials are
nonasbestos fiber -cement products tested In
accordance with ASTM 01185 Grade 11,'iype A
r-=- =---�'- ...... ---r and meeting the requirements ofthe Florida
I -If u I'i i'7''1'1 H Building Code.
318, Minimum
Nails st 4°
Soffit fastener, as
described in Note 1
HardleSoffit, Cemsoffit
Minimum T X 4" S-P-F Wood Studs
The wall and soffit frames are to be
designed by the Architect or
Engineer of Record In compliance
with the Florida Building Code,
SOFF�7IME N319N9
2"X4"S-P-F
Width Length Thickness
Mod Studs
a' 8 114,
D�SiGJy�2�,S5UBE�ATJM�
HardieSoffil,
in' of ion Design Pressure
sl Cemsoffii
.Wood Studs -70 psf
r
s��
u tt,JillrOGAt�4 — —
SF�i�ONj3
pRODU07k.1,75fiD � _ _ r
e
(tYP-ktaDUUCr REVISED as m,optyrngwah dnFdori� �` "
augptyiagwnkfhcFk" MildiagCodt No, 4 21.
Brilding -01 Aercilts+rmNof3 D( -� i N
STATE OF
n�ttt•
• Ali lnstallatlonshalbedonelnwnformanczwththisNoticeofAcceptancethemanufacturer's
Installation recommendat ons,.and the apDlf�ble sections of the Florida Building Coda.
• Wood studs where HartlfeSoffit Cemsoffitw ll be installed shall be designed by an Engineer or
Architect perfhe Florida Building Code and the requirements ofti" N.O.A
• The soffit shall be installed over minimum 2'X4" S-P-F woo studs spaced a max mum of 15' O.C,
• [Note 1j The soffit fastener shall be a 2" tong, 0.723" head diameter, 0.092" shank damete
corrosion resistant siding nail; the fasteners shall be spaced et4" O.C. at panel edges and
iMemtediate studs the fasteners sftall be driven into wood studs located at 16" O:C.
• Fasteners shaft have a minimum edge dlstanoe of 318" and a minimum clearance of 2" from comers
Creator. E. Gonzales
)iARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Ina
10901 Elm Avenue
Fontana, CA 92337
PNL-PLK-SOFF
1/2"=1'-0'• I Date.412412013 ISHEET 90F12
• PRODUCT RENEWED
as complying with the Florida ,
Building Code
NOA-No. 17-0406.06
Expiration Da 05/01/2022
By /• 4.00in.1 Miami- tj Product Control
` FRtlOUCC BEVISfiO PRODi1CiBEVJ
• ae to0}pl7iogwiih tine Florida as eo plynngwidn dtnlFlu'W ,
t B®IefingCo6e � Boi]E�Codc
A 0 mp to M No ii 0 2i Acccpeao«n No rb, l �7
DI"
O Ex{nra@iornDetn. / �O17
F.�nx+coemoi biam rhocProEactcacoui
FRA MIN6-
NOMINAL2" X I" S-P-F WOOD STUDS 16" O.C_ FASTENED
WITH 3-112° 16d COMMON NAILS (2 PERTOP AND BOTTOM
CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR 04GINI:ER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
THE S0FF1T IS FASTENED WITH 2` LONG, 0.223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLAOE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
Cladding
Framing'
N4.11121
STATE OF .'
/ONA� .i , ,
i
Fop
, METAL D WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF 7H S APPROVAL (MUST PROV OP ALTERNATE PROVISIONS FOR THESE LOADS-)
HARDIESOFFIT, CENLSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA,=37
Fa1"09-427-0634 A PNL.PLK SOFF 1
Creator..E.Gonzales ISCALE 1"=1=0° Date:42412013 VEU 100F12
�.a - . 4.dALL LENGTH
11 stud Soacing at I W O.C.
o.°_._ I I I
WALL
iEIGHT
with the Florida
NOA-No. 17-0406.06
Expiration o,VOS/0112022
318" Minimum Edge Distance
DESScR1F, jaON
SEE .PO_DUC7
HardieSoffiiW & Cemso{flt®materials
DETAILA are nonasbestos fiber -cement product
tested in accordance with ASTM 01188
Grade 11.TypeAand meeting the•
requirements of the Florida Building
Code.
20ga, 3Sl8X 1-31a" $QI�'OLM��s"iQCGs '
W Width Length Thickness
Meta, C• 4 8' W
HardieSoffl4 pE�$IGNSSUi�P. RATINCZ
Oetilsoffit fnsfaflation Design Pressure
Metal Studs M99111
sic Wool a-e-e MODUCr aEVIS11 a
a >Ar„d ecooud' si�a�r r3.tct�onao-•�aa;,� ' �IFS" s�rOa
RrI➢aNPFS
Nails at 6" O.C. typ.)REVISED snthtlorde`ND,Faim wt: 2
7
aeadi,vcoft A,cptaowt» `,�r `
0,„�ao
- ----_ ..•_. ,.. .,, err .rIe Any AL�N is
Installation shag be done in conformance with this Notice ofAcceptance; qne manwauwni 5
installation recommendations, and the applicable sections of the Florida Building Code.
fastener, as a Metal studs where HardleSofffi, Cemsoffit will be installed shall be designed by en Engineer or
ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A.
The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/S" Metal C studs spaced
ffi , Cemsoffit a maximum of 16" O.C.
HardleSo
" [Note The soffit fastener shaft be a minimum No. 8-18, 0.315" head diameter X 1-1/4° Tong'
ribbed bugle head screw (°or screw shall have at least 3 full threads penetrating metal
framing)lhe fasteners shall be spaced at O" O.C. at panel edges and intermediate studs; the
fasteners shall be driven into metal studs located at W O-0.
. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from
comers.
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS MEiALSTUD CONSTRUCTION
—J-, ,r,,,,, ,t . _. _ 11—J Fstud
The wall and soffit frames are to be
designed by the Architect or Engineer
of Record In compliance with the
Florida Building Code,
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Fax 909427.0634 A PNL-PLK•SOFF
Creator. E: Gonzales JSOALE 12'� G 1'�0" uata; 4tW2013 SHEET 11 OF 12
FRAJd(iNG
• NOMINAL20GAUGE 3.518"X1.5/8"STEELSTUDS IV' O.C.
FASTENED WITH b/V WAFER HEAD SCREWS (2 PER TOP
AND BOTTOM CONNECTION) '
• THEWALL.AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CLADDIIIG
THE SOFFIT IS FASTENED WITH N0. 8-13, 0.315" HEAD
DIAMETER X 1-114' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST
FULL THREADS PENETRATING THE METAL FRAMING), PLACI
SCREWS 8" O.C. AT PANEL EDGES AND INTERMEDIATE
STUDS
FOR IVIFTALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION D GRAVITY LOAD ARE
NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) +
HARDIESOFFLT, CEMSOFFIT PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
10961 Elm Avenue
Fontana, CA 92337
A- PNL PLK-SOFF
Creator. E. Gonzales Ems v = v 0- _ 1 Date: 4/2412013
12 OC 12
1