HomeMy WebLinkAboutNOA HARDIE PLANKMIAMI-DARE MIAMI-DADS 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 ff OA) www.miamidade.sov/economy
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 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 fills 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 & SOFT, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Constriction", sheets l through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald 1.0gawa, 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 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 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
rntu�rawec°tmn Expiration Date: May 1, 2022
Approval Date: May 4, 2017
rZry�2d l� 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; HardieSofft, 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. Ugawa,
P.E.
B. TESTS "Submitted under NOA # 13-0311.07"
L 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 Hardiel anel, prepared by Intertek Testing Services NIA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision I 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
03/19/96
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 5d` edition (2014) FBC issued by Ronald
I.Ogawa & Associates, Inc., dated 10/2612014, signed and sealed by Ronald I.
Ogawa, P.E.
04 271�1"I
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
1.1-. ,J (.,.
WAU-
J
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No, 17-0406.06
B
WALL LEN677.1
Stud Spacing at 16' O.C.
1 Nails at 16" Q.C. (typ.)
3/8" MINMum Edge Distance
Sheathing fastener, as described in
Note 1
Panel fastener, as described in
Note 2
HardiePanel, Cempanel,
Prevail Panel Siding
Water-re$'istive. barrier per
Florida Building Code Section
14042
sw thick / 5 ply APA rated
plywood sheathing fastened in
accordance V1ith Florida Building
Code Section 2322.3
Z" X V S-P-F Wood Studs
The Wall and soffit frames are to be designed
+ by the Architect or Engineer of Record in
compliance With the Florida Building Code.
PRODIZC�SC�PMIN
SEE
HardiePane1Q. CempaneM &
DETAIL A
prevail® Panel: Siding materials are
--T— —
nonasbestos fiber-cament products
618" &ick 15 ply APA rated
tested in accordance with AM
( plywood stsevW" in
C118e Grade 11, Type A and meeting
` a=dancevthFirAda
the requirementsoftheFlorlda
suld'ng Code Seecn
Building Code.
2=3
P E _QL—W- JOAl$
Water-resisiive
Width Length Thickness
barriarWFlodda
¢� t3,t3,10' 5115'
Building Code
Secton 7404.2
OFStGN PR�g U K—RAitN-0
--
TX 4" S-P-F
lnsraliahon Design Pressure
Wood Studs 76 psf
Wood Scads
Hardiepaner.
impact Resistant—
Planks installed over -W thick 16 ply
Cempanel,
,�
Prevall Panel
APA rated plywood sheathing
siding
HA1Rog �1N�C�d7p�+1E4,PRpfALls�fdW.- DiNGiNSi,�LIAMOFIDE�I�tLS
■ All iinsta)fationshail be done in Confardrrarrce with this Notice of Acceptance, the manufacturer's
installation recommendations, and the appTicOble sedfons of the Florida WdiV. Code.
• Word studs %here HaelepaneL Cemparnel, Prevail Panel Siding ra'll be installed shall be
designed by an t=-4meer or Architect per the Florida Building Code and the requirements of this
N.OA
Plate 11 SO thick 15 ply APA rated plywood sheathing shall be attached to the studs in
accordance with Florida Building Code Section 2322.3.
• The siding panels shalt be installed over 51W thick / 5 ply APA rated plywood sheathing supported
by a minimum of 24X4' S-P-r- wood studs spaced a maximum of 16' O.C.
• ENote 21 The siding panel fastener shalt be a 2" long, 0= head diameter, o,09Z' shank
diameter, corrosion resistant siding nil; the fasteners shall be spaced at 6" O.C. at panel edges
and intermediate studs; the fasteners shag be driven through the SN'thick 15 ply APA rated
plywood sheathing into wood studs located at 1W O.C.
• fasteners shall have a minimum edge distance of 3W and a minimum clearance of T from
comers,
HARDIEPANEL, CEMPANEL PREVAIL PANEL
Iid TALLATION bEfAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Ina
10901 Elm Avenue
Fontana, CA 9=7
A I I PNL PLK-SQFF
Creator I -Gonzales issue W"=1'-0" I Date:412412013 Ialre;er IOF12
• Fastener Spacing per Florida Cladcung
Building Code.Section 2322-
Framing
Fastener Spacing per Florida Sheathing
Building Code Section 2322.3
off
Sw MPRODUCT RENEWED COUCTREW E
*3e0w4AYi96vA*ftF10rift as complying with the Florida saftOP& Building Code
NOA-446. 117-0406.06
DTI M 0:
41.
Pmdod Centmi
E M-6 V- LN-C i
• NOMB%0j. 2"X 4" S-P-F WOOD STUDS WOC. FASTENED
WTH 3-1)7 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
BOTTOM CONNECTIOM NOT PART OF -rHIs APPROVAL {MUST pRWDF- ALTERNATE PRovisioNs FOR THI=-SE LOADS)
THE wALLANo soi::FjT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
.8HEMM
NOMINAL SIB" THICK/ 5 PLY APA RATED PLYWOOD 4 HARDIEPANEL, CEMPANEL, PREVAIL PANEL
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION
13ULLDNG 0009 SECTION 2322.3
MADAM James Hardie Building Products, Inc,
THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD 10901 F-16) Avenue
DINVIETER, 0.09T SHANK DIAMETER, CORROSION
115-919TANT SIDING NAILS, PLACE NAILS F'O.C. AT Fontana, CA 92337
PANEL EDGES AND INMMEDIATE STUDS Phone, 909456-6300 DM No REV
00 Pt;k 909427-0&14 A PNL-PLK-SOFF -; !0= 8 IR7
Creator E- Gonzales 'SCALE V=T-W j - Dale: 41=013 ISHM 2 OF 12
1
WALL
Ala
WALL LENGTH
Stud Spacing at 16" O.C.
roxitn
No. 2L4
t
STATE
= D.cFi•-F�OR1
318" Minirnum Edge Distance Nags at 6" O.C. (typJ
Sheathing fastener, as
described In Note 1.
Panel fastener, as described in
Note 2
HardltePenel(D Siding
Water -resistive barrier per
Florida Building Code Section
1404.2
1 ' 518" thick 15 ply APA rated
PRODUCT RENEWEDL plywood sheathing fastened
as complying with the Florida to metal studs as described
Building Code
MCA -No. 17-0406.06 in Note 1•
Expiration D te0510112022 209a, 3-5/8" X 1-5/8" Metal C-eWd
B The wall and soffit frames are to be designed
y by the Architect or Engineer of Record in
Miami Ea a Product Control edmpliance Withthe Florida Building Code.
SEE
DETAIL A
618" ttuck 15 ply APA rated
plywood sheathing fast—d
to metal studs as described
in Note 1
Water-resisilve
zz
banierperFlorida
Building Code
:iz ``
Section 14042
'
20ga, 3513" X 1-W
Metal C•stud
KardlePaneL
SECt(
Cempanei,
Prevail Panel
siding
PT-O[ZUCT-A-eRCBaM- --N
HardlePanelS. CempanelD, & Phavzf&
Panel Siding materials are nonasbestos
fiber -cement products tested in
accordance with ASTM C1186 Grade 11,
Type A and meeting the requirements of
the Florida Building Code.
P1�I�C�Dft�fl,-�t1,S_i:0_NS_
Viidth Length "thickness
4 8,9,10' 5116"
RESLG_tJ-P-8E SU.8RY-A-TJNG
Installation Design Pressure
Metal Studs -104 psf
Impact Resistant-•
Panel installed over 518" thick 15 ply
APA rated plywood sheathing
jj11t�3,��A�1�CENi��,L,,,�„�EV�L,P�1 11tE,� StD[hLG!>V$�LIA?iOt�+ f]ET1�lLS
■ All installation shall be done in conformance with this Notice otAcaeptanue, the manufacturers
installation recommendations, and the applicable sections of the Florida Building Code.
R Metal studs where HardfePanel, .Cempane►. Prevail Panel 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 11 518" thlck / 5 ply APA rated piywood sheathing shall be attached to metal studs at Woc
at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1W long
bugle head screw
■ The siding panels shall be installed over 518" thick/ 5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal3-518"X 1-618" Metal C-studs spaced a madmum of 16"
O.C.
■ [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-519"
long" ribbed bugle head screw ("'or screw shall have at least 3 fun threads penetrating metal
framing); tree fasteners shall be spared at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven through the 5/6' thick 15 ply APA mated plywood sheathing into metal
studs located at 16" O.C.
" Fasteners shall. have a minimum edge distance of SW and a minimum clearance of T from
comers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Mm Avenue
Fontana, CA 92837
PNL-PLK-SOFF
Creator: E. Gonzales (scaL9' 11r a 1'-o" I Date: 4124/2013 ISPEV 3 OF 12
%— s d
•f I i
I I
•1 1.1
PRODUCT RENEWED ` r
as eompWng with the Florida
Building Code
HOA-No. 17-0406.06 T
Expiration te05101112022
By . IT
. ' PSLODUG'3"81r1fl.SEL1
as oom�iym3 wisL the t:�aidrs
MiwM)Di--pmdadk -4m
EM— — S
• NOMINAL 20 GAUGE MIV' X 1-50 STEEL STUDS 16" O.C.
FASTENED WITH.518' WAFER 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
NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USINGA
N0.8-18, "15' HEAD DIAMETERX 1-914" LONG BUGLE
HEAD SCREW
CIADbINA
THE PANEL IS FASTENED WITH NO. $-18, 0.315" HEAD
DIAMETERX 1-518• LONG CORROSION RESISTANT
RIBBED BUGLE MEAD SCREWS (SCREW SHALL HAVE AT
LEAST S FULL THREADS PENETRATING THE METAL
FRAMiNG), PLACE SCREWS fi ` O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
Framing
It
Sheathing
tl
I,I
I•I
I1 (
1,1 1.1
t 1 i ' III i OGA Vg
0.
I•i Lt ti� : .,,
( ! � I ��`` • StC • ` w
t -o SiA E OF
` �1S/ONALv
.\', •
GM ACTION AND GRAVITY LOAD ARE
NOT PARTF THIS APPROVAL (MUST PROVIDE ALTERNAFOR METAL AND WOOD STUDS, PROVISIONS FOR TE PROVISIONS FR THESE LOADS)
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DERAILS METAL STUD CONSTRUCTION
,lames Hardie BLuiding Products, IRC.
_ 10$n1 sin Avenue
• ® Fontana, CA 92M7
awe 140
?horta: 909-3 6-6300 s� Fsctn No PNL-PIX-50FF
Fax 909427-Oo34 A
Creator. I-. Go ]as SOALf 1. a 1' A° Date:4+2412013 SH-Er 4 OF 12
�- -Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2 "
itio �i5 I � / AF Lamplank, Prevail
Siding
Ceil
Water -resistive barrier
per Florida Building
Code Section 14D4.2
-----
� j 11-J" "thick / 5 piy APA rated
`� plywood sheathing fastened
PRODUCT
RENEWED
.in accordance with Florida
as complying with the Florida
Building Code Sedan
Building Code
2322.3
NOA-Ho. 1 T-0406.06
Expiration We05101112022
2" X 4" S-P-F Wood Studs
The wall and soffit frames are to be designed
By
by the Architect or Engineer of Record in
Miam a Product Control
compliance Wth the Florida Building Code.
SIM
�p�i j�;SDESCRt�UO�t
ETA LA
HardiePtanic49, Cemptank®, &
PrevedlO Plank lap Siding materials
r9m` 518 Wak j b,Iy APA
are nonasbestos fiber -cement
products tested in accordance with
rated p"dd
ASid� C1186 Grade it, Type A and
sheathing in
meeting the requirements of the
accordance frith
Florida Building Code.
Florida Building Code
Section 2322.3
pAtJEL DJW_N S_
Water -resistive
dd
barrierperftoa
�Ndth Length Thickness
59.112• 12' S/16
r Bulidtng Code
Section 14042
p_MGGt1_ S8UR 4
x° x 41 S-P-F
instaltatlon Design Frei sure
Woori Scads
Wood Studs .92 psf
Lap Siding
Impact Resistant —
Planks Installed over Sff thick 15 ply
iEGiJO _
1«1r4• tat x 5iss°
APA rated plywood sheathing
thick starl0SUIP
#�ABRI��N?SzCitQ��4K,.IRE STD_tNGJS� Qi�!-TIOIDjrT_
■ Ali InstallaF3on shaft be done in cvnfornanre whit this Notice of Acceptance, the manufactUrers
Instala6on recommendations, andthe sppticable secttor afthe Florida Buitd"tng Code.
K ;mood studs where HardiePlank, Cemptank, Prevail i.sp Siding will be installed shalt be designed by an
Engineer or Architect per the Fiatida wilding Cvde and ttte requirements of this N.O.A
• (Note 1] 5IB" thick! S ply APA relied piytvood sheathing shaft be atEaohed to the studs In accordance
vjith Florida tuilding Code Section 2322.3.
° Planks shalt be applied horizontally commerfcing from the bottom course of the wall with 1-1/4d wide
laps at the top of the plank such that the exposure area Of each plank is 5 8-11W, vertically.
• dote 21 The siding fastener shall be a 2-112° long, 0.223" head diameter, 0.092" shank diameter,
c orrosioreresistant siding nail; The siding is fastened a 8-1W O.C. vertically and 16" O,C. horizontally;
fasteners are driven into wood studs through SIB,, thick 16 ply APA rated plywood sheathing, fasteners
are placed in the overlapping area approximately VV from the bottom edge of the overlapping plank.
• Vertical joints shall be placed over studs.
• The planks shall be installed over 518" thick t 5 ply APA rated plywood sheathing supported by a
minimum of 2 X4" S-P-F wood studs spaced a maximum of 16" O.C_
• Fasteners shall have a minimum edge distance of 318".
HARDIEPLANR, CEMPLANK, PREVAIL LAP SIDING
INSTALtAHON DETAILS W00D STUD COMMUCTiON
3ames Hardie Building Products, Inc_
' 10W1 Elm Avenue
Fontana, CA 92337
A f PNl_ Ptx-sOFF
Creator, E. Gonzales ISCALE 112" = t' 0" I - Date: 412412013 15".EFT 5 OP 12
60 4 .—
Fastener Spacing per Fionda
Building Code Section 2322.3
PRODUCT RENEWED
as complying with the Florida
Building Code
l,�,M_NOA-No. 17-0406.06
0.7�m Expiration D e05/01/2022
BY
MIamj-E#'ad6 Product Control
PRODUCTREVISM
aG oomplyrogw�SBaZta
Hta7�Cod;
Arm.l.To(/. 0%
--41 l
Fastener Spacing per Florida
Bullding Code Section 2322.3
MoDli TREVISED
as «�piying with fbe FiaeidA
In.
Ctadding
Framing
., I Sheathing
tso�urtllZ
i �
Br_1
ode �oawt CoetGeA
7� STATE OF
` �
�.c�;' FC
FR�IMII�G
S-P-F WOOD 16" FASTENED
— O R IO' .
r
— •''•......• G. li
■ NOrJIINAL 2" X 4" STUDS O.C.
tS'
'=,snit<AL ti
WITH 3-112" 16d COMMON NAILS (2 PER TOP AND
1p
BOTTOM CONNECTION)
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND �f:AV6 LOAD ARE
= THE WALL AND SOFFIT FRAMES ARE TO DESIGNED
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHFATHirNC
= NOMINAL 518" THICK / S PLY APA RATED PLYWOOD
-
SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA
°
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
BUILDING CODE SECTION 23223
INSTALLATION DETAILS WOOD STUD CONMUCrtON
_CLA_.0pim
= PLANKS.OVERLAP 1-IN
James Harde Building Products, Inez
= THE ECPOSURa IS a-114"
aim Avenue
* THE PLANKS ARE FACE NAILED WITH 2-IWPZ LONG,
nta
FoFontana, CA 82837
HEAD DIAMETER, O.t)92" SHANK OIAME T ER, CORRO$tON-
RESISTANT SIDING NAILS, -PLACED 3144 UP FROM THE
Phone. S09-356-6309
Sim
FSOMNO
flA'a No
RLV
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION
Fax 809-427-0634
A
PNL-PLK-SOFF
1
Creator. E. Gon2mles
scAle q" =1.0"
Date: 4rz4=13
weer 6 OP 12
I
Stud Spacing at 154 O.C.
bVfiLL LENGTH
6
i
�.i
it.pi'yicg Wbbtrt=Tda 3
HALL
i
18�1Codr77 .n
EIGHT
•
.
i ' i i �
�
a coe�srt r
`.`
�A
B y�— SJQNAL
3/4° Minimum Edge Distance Nails at 16" O.C,
dto PA"
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
SEE
=1AtLA
518"tNick/5 pryAPA
rated ptymod
P�1�T_b.F,� iP
HardiePlank®, CemplanIO, and
PrevailO Plank Lap Siding materials
are nonasbestos fiber -cement
,-
sheathing fastened
products tested in accordance with
to metal studs as
ASTM C1186 Grade il, Type A and
described in Note 1
meeting the requirements of the
Florida Building Cade.
iNaterresistive
barrier per Florida
pLALNK DIMF, $IONS
Building code
Width Length Thickness
Section 1404.2
5 9-i/2° 12' 6118"
20ga, 3-SJ8" X 1-5/8"
Metal
DES�G t PFtSSURE R TtN4a
Gsiud
Installation Design Pressure
Ha[diePtank,
Metal Studs -92 psi
mplank, Prevail
I0
lap Siding
impact Resistant -
1.114° tali X 9/16°
Planks installed over &8" thick 15 ply
ttrickstarterstrip
APA rated plywood sheathing
FtAF�D3EPl11N_ KCEIViPLANt<,�PREVAiL LAP.�tj�� INS�Ai�ATIou�E fAl! _S
■ All installation shall be stone in conformance with this Notice of Acceptance, the manufacturer's Installation
Sheathing fastener, as
recommendations, and the applicable sections of the Florida Building Code.
described in Mote 1
. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding v611 be installed shall be designed by an
Englneer or Architect per the Florida StAding Code and the requirements of this N.OA
■ [Note 11518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at V'oo at panel
Siding fastener, as
edges and ail intermediate supports using a No.13-18, 0.315" head diameter x 1-1/4" long bugle head screw
- described in Note 2
Planks shall be applied horizontally commencing from the bottom course of the wall with I-114" wide laps at
the top of the plank such that the exposure area of each plank is 4 84/4" vertically.
■ INote 2) The siding fastener shall be a minlrnum No. 8-18, 0.315" head diameter X 2-1W long* bugle head
HardiePlank,
screw over metal studs ('or screw shalt have at least3 full threads penetrating metal framing); The siding Is
— Cemplank,
fastened s 8-114 O.C. vertically and 15 O.C. horizontally, fasteners are driven into metal studs through 51$
thick 15 ply APA rated plywood sheativng,'fasteners are placed in the overlapping area approximately 3W
Prevail Lap Siding
from the bottom edge of the overlapping plank.
• Vertical joints snail be placed over studs.
WateNmsistive
` The planks shalt be Insured over 519"thick / 6 ply APA rated plywood sheathing supported by a minimum
barrier per Florida
20ga, Nominal 3-5/8"X 1-5/61 Metal Cstudsspaced a modmum of 16" O.C.
Building Code
" Fasteners shag have a minimum edge distance of 318 .
Section 1404.2
HARDIEPLANK, aMPLAKK, PREVAIL LAP SIDING
INSTALLATION DUAILS METAL STUD CONSTRUCTION
S/8" thick 15 ply APA rated
plywood sheathing fastened to
:nets► studs as described in,
Note 1
Expiration 05/01/2022 20ga, 3-8r8"X 1-5W Metal C-stud
The wall and soffit frarnes are to be designed
By by the Architect or Engineer of Record in
Miami- ihd6 Product Control compliance with the Florida Building Code.
•lames Hardie Building Products, I=
10901 Elm Avenue
Fontana, CA 92337
A j I PNL-PLK-SOFF
,Creator_ E. Gonzales IsaAU 1/2"- f- V 1 Date: 4124i2013
70F12
1
6.00in. 16In_ OC Cladding
•1
s.00ln.
.� _ . • l Framing
_�_ ._.�_.— .��__.w_ • 1 I 6.00in.00CC ! 1 ( Sheathing
PRODUCT RENEWED #- .
as complying with the Florida }
Building Code
NOA-No. 17-0406.06
0.761n �- Explration D te0610112022
By
Miami-wafe Product ControlOGA/
. ; -�' ATE OF
S825n.
P-& C..ra�
I .�
LQRI
• ■ s_
.
dNAL� G t !!
■ NOMINAL 20 GAUGE 3S/8" X 1-51W STEEL STUDS 1W
O.C. FASTENED WITH 518" LONG RIBBER BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNECTION)
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RCCORD W
NOT PART OF THIS APPROVAL, (MUST PROVIDE ALTERNATE PROVISIQNS FOR THESE LOADS)
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SH_ F�TFiMG
ti NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315" HEAD DIAMETER X 1-1W LONG BUGLERFaX909-4127-06134
fit. HARDI£PLANK, CEMPLANK, PREVAIL LAP SIDING
HEAD SCREW
j INSTALLATION DETAILS MEIAL STUD CONSTRUCTION
ctADD�G
■ PLANKS OVERLAP 1-1W
= THE EXPOSURE 19 4 8-1W
.lames Hardie Building Products, Inc.
■ THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315"
1090`! Sim Avenue
HEAD DIAMETER X 2-114` LONG CORROSION-
Fontana, CA 92337
RES 46- ANT RIBBED BUGLE HEAD SCREW" (SCREW
SI'.ALL RAVE AT LEAST 3 FULL THREADS
s
Fscaa nro
c' r.00
RV
PENETRATING THE METAL FRAMING), PL.ACL=1) 3/4" OF
A
PNL-PLK-SOFF
1
FROM THE BOTTOM EDGE OF THE PLANKAT EACH
Creator. E. Gonzales
scn� a 1" =1-0. Date.,4f242D13
sr�_r 8 OF 12
STUDLOCATION
I!
WALL
1
r
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-ihlo. 17-0406.06
Expiration Q;0e05/01/2022
By
WALL_ LENG SEE PRA j 1ZESCRLPX}_Qjy
Stud Spacing at 16" O.C. DEPAtLA Hardle5offit& & CemsoMM materials are
8 E nonasbestos fiber -cement products tested in
accordance with ASTM C1186 Grade 11, Type A
and meeting the requirements of the Florida
Building Code.
wood st as Width Length Thickness
4 V 114
•� i• Di;S101QSSt fRE RATjN
i•? I ; i HardieSoik Installation Des%n Pressure
i �• CemsOM -Wood Studs 70 psf
_Ji _.._._.i. i
Afails at 4"O.C. (blp.kxelShcCi RfrY�SkU FRODUCrR]EVLSM
3/8" Minimum Edge Distance r awil;Aying with sic Fie" Baitwi+>i duo FAntida
Aomr W mzi'oi'3' 1V
57
O t
13 ZY
By -i FtoBues Ceoe�ul
Soffit fastener, as
described in Note 1
HardieSofn"t, CemsoYit
J//fir
Minimum 2• X 4" S-P-F Wood Studs
The wall and soffit frames are to be
designed by the Architect or
Engineer of Record In compr'iance
with the Florida Building Cade,
N
No- V4 21.
STATE OF
4Q j
�igi3D1�50��C_EMs9F�!?3..�+?�1t�79,.L1..A,TJS7�►i.A_>�A.l�
• Ali Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Code.
■ Wood scuds where HardieSoff t< Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the re4uirements of this N.O.A.
• The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 10' O.C.
■ [Note 1l T he soffitfastener shall be a 2" long, 0223° head diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
intermediate studs the fasteners shall be driven into wood studs located at 16" O:C.
■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers.
HARDIESOFFIT, CEMSOFFIT PANEL
INSTAUATLON DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products. Inc.
10901 Elm Avenue
Fontana, CA 92337
ge rSCLI M, Ma N0
A I PNL-PL K-SOFF
1 - I Creator. E. Gonzales (scnLE 112" Q 1'-0" f Date: 4i242013 1 SHEET 9 OF 12
(0
III-WUe � Cladding
FmMing-
PRODUCT RENEWED
• as complying with the Florida �•
• Building Code
NOA--No. 17-0406.06
Expiration ba 0510112022
• • 13
Y
• - 4.031 Miami- - 'Product Control
• t, � rRowcr ,, ' -oGAw
ar eoW f17:i g..ak #xFW.& as ovagi) ar with /ta Floor �
67
• Mani r+.enw+Gno.ot �i%' U:KicProCvaCocavl
STATE OF27
ON
MEW
NOMINAL 2° X 4' S-P-F WOOD MDS 16' O.C. FASTENED
WITH 3-11Z ledCOMMON NAILS (2 PER TOP AND BOTTOM
CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPUANCE
WITH THE FLORIDA BUILDING CODE
5.4�>Q1131G
THE SOFFIT IS FASTENED W TH 2• LONG, 0.?-23' HEAD
DIAMETER, 04W SHANK DIAMETER. CORROSION
RESISTANT SIDING NAILS, PLACE NAILS V O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PkQViDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIFSOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
.lames Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA92337
Fom tjo
FaX909-427-D834 A PNL-PLKSOFF
Creator. E. Gonzales Nfe: 4)2 4l2013 I0 OP 12
1
1,0
—WALL LENGTH
SEE
f'fit?P_MU QMPW TJP-tA
}
Stud Spacing at 1W O.C.
DETAILA
HardieSoff* & CemsofftV materiels
1
g ! ,
— —
arc nonasbestos flbercement products
/—� ;
tested to accordance with ASTNf C1186
Grade 11, lVpeA and meeting the
requirements of the Florida Building
?,
f,:PRODUCT RENEWED
J
Code,
,i •,S
l ",as complying with the Florida ,
i
( i•, ::Building code
20ga,3.8l8"X1-5t8"
S_f�FFI tlMElSOJ}S
WALL.
166
1, 1,
I i I NOA-No. 1'7-0�406.06 ".
i a ' F
tal C-stud
Wdth Length Thickness
MIGHT
� l
� l � Expiration Da 05101/2022
r
BY
1iaFd�eSn9tt,
1$i G
f
i i'l Miami-D d raduct Control
F 1C
C.rrsoit
installation Design Pressure
Mott Studs -55�t
l 1
i.i 1 j
064
�CDDL
L$ i+i2UTWCi BEVtS D
��tt • S .
Noun at 6° O.C. (iyp-)
['itWVCr 6EYi8fD nacorplyiag Wi0ifte klud&
As COUVIYUR; with On FkAft��
NO'
3/8" Minimum Edge Distance
f3.� 1.Qi i• 121
.7�� �k-
W
`ice??aatraa
4STAB i
17+1t.AByPv�idbc+t7ua+rol"
/ram �•--��
t` `_`�;'-�tiRt P ;y�'9,
ion �j''•••....••• <<
�31i3A�irS ?F_FJ CENiSO F_Q P %1 4LDL L)- LQ�L4> A3LzS '�i„�f L 101fi
• All Installation shah be done in conformance with this Notice of Acceptan!t�trlitufattne�'s
installation recommendations, and the applicable sections of the Florida Building Code,
fastener, as y Metal studs where Hardie5offt, Cemsoffit will be installed shalt be designed by an Engineer or
ribed in Nate 1 Architect per the Korida Building Code and the requirements of this N.O A:
• The so -I t shall be installed over minimum 20ga, Nominal 8-SW X 1-5/8" Metal C«studs spaced
HardieSoff t, Cemsoifit a maximum of 1G' O.C.
■ [NoiA 11 The soft fast-arer shall be a minimum No. 8-18, 0.315' head diameter X 1-1140 long''
ribbedbuglehead screw (tor screw small have at least 3 full threads penetrating metal •
frramiing),,the fasteners shall be spaced at W O.C. at panel edges and tntermadrate studs; the
fasteners shall be driven into metal studs located at 160 0.0.
■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" flom
comers.
HARDIESOFF1Tf CEMSOFFIT PANEL
INSTALLATION DETAit:S METALSTUD CONSTRUCTION
'. 20ga, 1-5/8" Metal C-stud n1 r 1 m
LThe wall and soffit frames are to be -
designed by the Architect or Engineer Phone-. 909-366-6300 Sul
of Record in compliance with the Fax 90g -027-0 A
Florida Building Coda Creator: E.•Gor ales s �
James Hardie Building Products, Inc.
10901 Efm Avenue.
Fontana, CA 92337
PHL-PIX-SOFF
1,2" -1'-0" 1 Date- 4/24/20i3 IStEr 11 OF 12
Cladding
• � FraTrlliY�
i
I
� 6.041n.
PRODUCT RENEWED hRt mcf,
' eaeomo -
B pRtlq�?Ct�
complying with the Florida
Building Code
NOA-No. 17-0406.06 � w* t3�7 �iFa'' AIN,Q
! - Explrat{on U01l2d22 9 _ �. -
tE tl;` .tt y'�t�'•aaavi �Y Y
sy • idea 2t sic
Miami-D d Product Control t
�pAAnnxx�� rr
����rf✓!f#J/!P/
• NOMINAL 20 GAUGE 3-5t8" X 1-W" STEcL STUDS 16" O.C:
FOR METAL AND WOOD S' UE)S, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
FASTENED WITH &V MIAFER HEAD SCREWS (2 PER TOP
-
NOT PART OF THIS APPROVAL (MUST PROMDE ALTERNATE PROVISIONS FOR THESE LOADS)
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
LADF)iNG_
HARDIESOPI:IT, CEiMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD
INSTALLATION OF -TAILS METAL STUD CONSTRUCTION
D"E ER X 1-114' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3
James Hardie BdIding products, Inc.
FULL THREADS PENETRATING THE METAL FRAMING), PLACE
10$01 Elm Avwu9
SCREWS 6" O,C. AT PANE. EDGES AND INTERMEDIATE
Q
STUDS
Fontana, CA 92337
Phone:908-356-6300
s
FSOM140
nv'3140
Fax 900-427-0634
A
PNL-PLK-SOFF
I
Cre8tor: E. Gonzales
saA+ a in = 2'-0° Dats: 412412013
SHwr 12 OF 12 --