HomeMy WebLinkAboutNOAREM01
1 a 200
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
MIA IT-DADVE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mi a mi dade.govleco nomv
BY
St. Lucie County
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 exTiration date stated below. The Miam_t-Dade County Product Control Section
(In Miami Dade County) and/or the AH1 (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'`-lardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding, HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I.Ogawa, P.E., 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.
1A SSILE 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 1710.92 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 btiami-Dada County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shed 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-I and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos bL Utrera, P.E-
NOA No-17-0821.21
Expiration Date: May 1, 2022
Approval Date- November 30, 2017
/! r71V1*7 Page 1
. -1 - JamesHardieBuilding-Products, Inc.
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;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoft Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa,
P.E.
B. TESTS "Submitted underNOA # 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 01/18/96 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 01/18/96 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 # I S-0122.04"
1. Statement letter of code conformance to the 5°i edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
/t l�Zy�2017
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0821.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
E-1
- , - James -Hardie -Building Products, Inc. -
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWL IGS
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 h Edition (2017) FBC and of no financial
interest issued by Ronald I.Ogawa & Associates, Inc., dated 07,130/2017, signed and
sealed by Ronald I.Ogawa, P.E.
!1 22 J2c17
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0821.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
E-2
WALL
HEIGHT
WALL LENGTH ---=---
Stud SpaGng et i6" D.C.
Mot
i
` ��•
.E ase lvmaa
! F3,ph'dtea
tfi,dmi r adc
'al ,xJ I
�l - 17
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n
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I. •..�.. -i% �.. n ,I�Lt-���y��
t;t.
�5��
Ll•�
"�//d
Ti6H
RENEWED
with the Florida 8'<J
Nails at 16" O.C. (typ.)
17-0406.06 3/8" Minimum Edge Distance
0510.112022
W P" Sheathingfastenar, as dasaihed in
Ttict Control _ _ Note 1
PRODUCT REVIS1113
ec complyyingg with tho Florida
9alldlna Codo
NOA-Na. 17-0621.21
Expiration a e 06/01/2022
ey
MIamT-b ro uct Contro
11
Panel fastener, as described in
Note 2
HardiePanel, Cempahal,
Prevail Panel Siding
Water-rosistive barilerpar
Florida Soloing Gode Section
14012
5/8" thlolc / 5 ply APA rated
plywood sheathing fastened 16
accordance %(Ali Florida Building
Code Sedlon 2322.3
21,X 4" .s-P-F Wood Studs
The wall and sOTt formes are to be designed
by the Architect or Engineer of Record In
compliance with the Florida Building Code
SEE
DSTAIL.A
fda"ildcic/ s plyAPA rated
plywoodsheirttdngln
accordance vAlh Florda
Building code Section
28223
Water -resistive
barrier per Florida
BWdbrg Code
Section 1404.2
2' X 4" S-p-F
Wood Studs
f
HordiaPanal,
SES�TIC
Imo_$ Cempanel,
Pmval Panel
Sitting
PrtOu424 =`Lffi% r I-oN
HardiePanel�, Cempanel®, &
Prevail® Panel Siding materials are
nonasbestas fiber -cement products
tested In accordance with ASTM
C11tl6 Grade It, Type A and meeting.
the regwraments of the Florida
Building Code.
PANFL—DJU s SJO
Width Length Thickness
4' 8,9,1q' 5/16"
A_F,5MLM' €A �siaM EATING
Installation Design Pressure
Wood Studs -76 psf
Impact Resistant —
Planks Installed over Filly'thick I5 ply
APA rated plywood sheathing
N.I.L'C�l. pg!. 7�,.0 MPA�fL F!$JslA1-PAUt_l VLflVLt IIv��Jr.M
1—y iti..x
All Installation shall be done In conformance: with this NMca of Acceptance, the manufaolurees
instalrabon recommendations, and the applicable sections of the Florida Balding Code.
" Mail studs where Hardieleanel, Cempenel, Prevail Panel Siding will be installed shall he I
designed by an Engineer or Architect: per the Florida Building Code and the requirements of this
N.O.A.
• tNola 115/8" thicicf 5 ply APA rated plywood sheathing shall be attached to the studs In
accordance with Florida Building Code Section 2322 3,
• The siding panels shall be installed over Sib° thick / 5 ply APA rated plywood sheathing suppode
by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" 4-C.
• [Note 21 The Siding panel fastener shall be a 2" long, 0223" head dt2meter, 0.002" shank
diameter, corrosion resistarrt siding nag; the fasteners shall be spaced at 6" O.C. at panel edgoa
and intermediate studs; the fasteners shall be driven through the 516" thick 15 plyAPA rated
plywood sheathing into wood studs located at I&10-0.
• Fasteners shall have a minimum edge distance of 3/6" and a minimum clearance of 2" hom
comers.
HARDIEPANCL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Bulding Products, Inc.
10901 Elm Avenue
Fontana, CA 02337
PNLrPLK-,30FF
Creator! E. Gonzales IaCAl 1fd"=1ko" I Dat6:4/2412013 Isnesr 10F 12
Fastener Spacing per Florlda
Building Code,Sectlon 2322.E
PRODUCT REVISED
C g
as com lyyleOGppe with lho florlde
eulitllu
NOA-No. 17-0821.21
PRODUCraBvMD
0 ooNviyifh With droyiixida
odwas CQ&
•Armpiemeh4i 12.
E
.Df iintklet aF
PRODUCT REVISED •
W eomplyinsivkl dlo ikx+a.
AeeePQn Nu la-0?!1•G'7
.1
• Mmn.i ProMctCe+dro1
• rastenerSped�ngper Florida I•!
Bulding Code Secllon 2322.3
I
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06 •I
Expiration e0610112022
By I•I •I
Mlaml- a duct Control • , .
EBAMaq
NOMINAL 2" X 4" S•P•F WOOD STUDS 16" O.C, FASTENED
WITH 3-1/2. 18d COMMON NAILS (2 PERTOP AND
607TOM CONNEOTION)
• THE WALLANO SOFFIT FRAMESARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING. CODE
NOMINAL 5/8" THICK /5 PLY APA RATED PLYWOOD
814EATI LING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322.3 '
Sc1.A�AIfYSx
• THE PANEL IS FASTENED WITH 27 LONG, 0.223" FI -AD
. DIAMETER, M09Z SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 8" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
i
Framing
/ Sheathing'
i
k
- STAS
. O,� �•.FCO _
{
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUSTPROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDICPANEL, CEMPANLL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardle Building Products, Inc,
10901 Elm Avenue
Fontana, CA 92337
Fax909-427.0634 A I I PNL-PLK-SOFF J+
Creator E. Gonzales IsuLe I • Datc! 4124/2013 18WET 2 OF 12
WALL.
HEIGM
PRODUCT REVISED
as complying with tho Florida
aulhling Code
NOA-No. 17-0821.21
m------- WALL LENGTH --
St ud Spacing at 16" U.C.
,,rJJJ{I
l�
h
Flodrit
I t`ittlr
l I
retdu!
tl1,17
N0. 1
.i
•''
• n
i
I
` '�
STATE �}
rr
w rood
PlSA4.A
PRODUCT RENEWED
as complying with the Florida
Building Coda
NOA-No. 1 y-0406.06
Vd8 Mlnlmum Edge Distance Na4s at 6" O.C. (ryp,)
Sheathing fastener, as
described in Note 1.
Panel fastener, os described in
Note 2
HardlePanelO Siding
Water-Ieslstive barrier per
Florida Building Code Section
1404,2
518" titlok / 5 Ply APA rated
plywood sheathing fastened
to metal studs as described
in Note I.
20ga, 3-5/8"X 148" Metal C stud
The waif and soffit frames are to be designed
by the Architect or Engineer of Record In
compliance vlth the Florida Building Code.
SEE
UETAILA
—T`
L13P2JQLDX-,.SSd31P�iQ)N
HardlePanelO, CempaneIM, & Ptevaft Panel Siding materials are noneshestos
5/8'thlck/5 ply APA rated fiber -cement products tested In
accordance wIth ASTM C1 168 Grade 11,
.�
plywood sheathingfadaned
!e metal studs as described Type A and meeting the requirements of
\
the Florida Building Code,
In Note i
•. =
P}�NE4�9bN�.NSLON&
)'� Lbarderpar
WeteDresisrNe Width Length Thlydmess
Florida
q� 8,9,10' 5116"
auliding Code
Section'1404.2 kE51C1N�@ES&1.1S�J}9.TJ1'Lp i
�• ;/I
Installation Design Pressure
/)111
2oga, 3.5/s" X 1.616" Metal Studs •104 psf
Metal C stad
IAdll
Hardiepenel, Impact Resistant—
cempanal, Panel Installed over 8/5"0dck/5 ply,
,SCQTaO1Ll3_8
Prevail Panel APA rated plywood sheathing
Siding
j3&gDLq_? ¢"I.yEjll(tPA,�I PREVAIL,.P1N.FJ_ IDIh jMUA I A1lP DETAIL
• ' All Installation shall be done In oonfomlance with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Bullding Code,
• Metal studs where HnrdiePanel, .Cetnpanel, Prevail Panel Siding will be Installed shall be
designed by an Eiglneer orArchitect per the Florida Bullding Code and the requirements of this
N.O.A.
• [Note 1] 5/8" tfilc k / 5 py APA rated plywood sheathing shall be attached to metal studs at 6"dc
at panel edges and all Intermediate, supports using a No.8-18, 0.316' heed diamoterx 1-114" Inng
bugle head screw
+ The sld(ng panels shall be Installed over 6/8"thick /5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3-SW X 1510" Metal 0-studs spaced a macdmum of 16"
O.C. '
+ [Note 2.1 The siding panel fastener shall be a minimum No. 8-18, 0,315" head diameter X 1-5}6"
long` ribbed bugle head screw (*or straw shall have at least s full threads penetrating rnetal
framing); the fasteners shall be spaced at W O.C, at panel edges and Intermediate studs; the
fasteners shall he driven through the 5/011 thlok /5 ply APA rated plywood sheathing into metal
studs located at 16" O,C.
• Fasteners shall have a minimum adile distance ofVll" and a minimum clearance of 2" from
comely.
HARDIEPANEL, CEMPANEL, PIILVAIL PANEL
INSTALLATION DETAILS METAL$TUD CON$TRULTION
James Hardle Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
PNL•PLKSOFF
()rector; E. Gonzales SCALE, 1/2" -T-0" I Date:4/2412013 Jansar 9 OF 12
0.0oin.
3
IRODUCI'RENEWED
is complying with the Florida
Wilding Coda
tOA-No. 17-0406.06
T
6.ODin.
vttoiwcraEvi�ra
h1hcFltsi�
Accptmmt3a 1' ''I/If ,y
sy
Miwna edc ProdaetCwhot
II
I' I
II
TII
6.O01n. I I
I�
. II
II
LI
II
t'ReDt1CC REVISED '
a maly{ylrg with the F4rilu
tt.pt� Dam
Dr noaala
M
• NOMINAL20 GAUGE 8-SW X 1-5f&' STEEL STUDS 16" O.C.
FASTENED WITH 5184 WAFER HEAD SCREWS (2 PCR TOP
AND BOTTOM CONNECTION)
• THE WALLAND SOFFIT FRAMES ARETO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
sJdFAIJ:I • NOMiNINAL51fl THICKl6PLYAPAIiATEDPLYW000
SHEATHING TO METAL" STUDS AT 6" DD AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
Nali-18, 0.315' HEAD DIAMETERX 1-IN LONG BUGLE
HEAD SCREW
D ADTZJNA
• THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD
DIAMETERX 1-518" LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALLHAVE AT
I"FAST 8 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
PRODUCT REVI�ED
uc complying with t m Flotltla
aalldlna Bode
NOA-No, 17.0821,21
ExpI tin Dal 05101/2022
miamFiJ y act r.mrol j � Framing
li
I' I Sheathing
II
II
I�I
II I
I,I LI
I I f l ill l r 0CYA
•
0. 1�(
� i i ' � .o-� S?ATE OF ;'� �,•
FOR METAL AND OD STUDS. PROVISIONS FOR DIAPI-IRAGM rlOm AND GRAVITY LOAD
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROV E
SIONS FOR THESE LOADS)
I
HARDIEPANEL, CGMPANEL, PREVAIL PANEL
INSTALLATION DITAI(S METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA92337
=none;ava-aao" — PN1-PLK,6OFF -Y�?
Fax 909-427-0634 A
Creator: E.Gnnzates sau.E 1"„1'-0� Date:4124/2013 sl+eiT40F 12
WALL
I
ICT REVISED
Ivinn with [,n nhorlda
17-0821.21
No
PRODUCT RENEWED
as complying with the Florida
Dullding rode
NOA-No. 17-0406.06
Eupiralion 4pte05/01/2022
314" Mlnlmum
Fjorift
Distance Nails at IS"
Sheathing fastener, as
described In Note 1
Siding fastener, as
described in Note
HardiePiank,
Camplank, Prevail
Lap Siding
Waterteslstive barrier
per Florida Building
Coda Section 1404.2
61W thick 15 ply APA rated
plywood sheathing fastened
in accordance with Florida
Building Code Section
2322.3
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
nn,on1innr2 with the Florida DuIlden Code.
DETAFL A
T'
�` Sid, tNdk 16 ply APA
)
rateA plywcod
` sheathing In
accordancewith
ploaida Building Coda
�••• �_
$ecllon 2322'2
Water-rosisitve
-
barrier per Florida
Building Colo
-k I
section 14042
II
V X 41, SP„F
Wood studa
P"��uGs D;ss�st r�.N
Hardeplank®, Cemplarikeh, &
PrevallO Plank lap Stang materials
are nonasbestos fiber -cement
products tested In accordance with
ASTM C1186 Grade 11, Type A and
meeting the requirements of the
Ficrlda Building Code.
3
SSlONAL� r� Lap SidIna
(ryP.)wYy%�.iiinntrtiC�O
1-914'IaI1X6fi6"
thick slartetaa7p
p�NI�L PJJd€N%LOKq
Width Length Thickness
so-1/2" IT 5116,
MUjJ0�N Ptie5-ZW3.jM:[1Na I
Installation Design Pfe3sure
Wood Studs -92psf
Impact Resistant —
Planks Installed over 618" thick / 5 ply
APA rated plywood sheathing
HABRIkPLLtHK�c4nlaLnn 1_Z�JUI tA�SJA1l JW�TAL A-TJ_WX--JAW3,
• All Installation shad- be done In conforinanoewith this Netice'of Acceptance, the manufacturers
Installation recommendations, and the applicable sections of the Florida Building Coda.
• Wood studs where HBrdlpPlank, Cemplenk, Prevail Lap Slding will be installed shall be designed by an
• [Nate 116/8" the chitk 5 per
APA rated plywood sheathing hall be attached to the stud n axogianoe
with Florida SUllding Code Section 2322.3.
• Planks shall be applied horizontally commenning from the bottom course of the wall with 1-1/4" wide
laps at the top of the plank such that the exposure area of each plank Is 58-1/4" vertically.
• LNoto 21 The siding fastener shalt be a 2-1/2" Iona, 0.223" head diameter, 0.092" shank diameter, I
corroslon-resishmt siding nail; The siding Is fastened s 8-114" O.C. vertically and 16" o,C, horizontally;
fasteners are driven into wood studs through 518" thick / 5 ply APA rated plywood sheathing, fasteners
are placed in the overlapping area approxdmately 814" from the bottom edge of the overlapping plank
• Vertical joints shall be placed over studs.
• the planks shall be Installed over 613" thick 16 ply APA rated plywood sheathing supported by a
minimum of 27X4" S-P-F Wood studs spaced a maximum of i8" O.C.
• Fasteners shall have a minimum edge distance of 3/81.
HARDIEPLANK, CEMPI.ANK, PREVAIL UaP SIDING
INSTALLATION DEPAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
' 10901 Elm Avenue
Fontana, CA 92337
m PIXK $017F
Creator; E. Gonzales �eoALe �^ I' 1@" n 11-0" Dale; 4i2412073 Istissr _oFl 72
fFastener pacing
Building Code Sec
PRODUCT REVISED
as 1hil.9 ylnpp wllh the Plorlda
aullding Gode �
NOA-No. 17.0621_21
Lsplrallon oho 0510112022
PRODUCT RENEWED
as Complying with the Klorida
Building Code
NOA-No. 17-0406.06
7 Expiration 0 e•05/01/2022
r
By_ vk.
Mieml-lYudfi Product Coptral�
av �15mryT w>lblfm.t+AoridE
In
Fas.... — spat C g per Ronda
Building Code Section 2322.3
58,2� adc Prad4ct n
ti
FRAMING
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1W 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
SI-412MBLke,,
NOMINAL 618" THICK16 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE.. WITH FLORIDA
BUILDING CODE SECTION 2322.3
&L/_iD.CIIAG
PLANKS•OVERLAP 1-114'
THE EY.POSURE IS 158-19'
THE PLANKS ARE FACE NAILED WITH 2-112" LONG, 0.223"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS,•PLACEO 3/4" UP FROM THE
BOTTOM EDGE OF THE. PLANKAT EACH STUD LOCATIOp
REVISED
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRA(
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE
Cladding
Priming
Sheathing
FL/ R
121 `
STATE OF .•'o ,��
,p/.ORTO l
J��(i1'iAV�rLOAD ARE
FOR THESE LOADS)
HARDIGPIANK, CEMPLANK, PREVAII. LAP SIDING
(NSFALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardla Building Products, Inc.
_ ® 10901 Elm Avenue
Fontana, CA 92337
�hMe:909-356-6$00 s¢e rsaMlm mnnu0 a
Fax0000.4 7-0634 A T PNL-PLK-S
Creator: E. Gonzales SCALE 1' i'-0" Dale; M2412018 ISHEET 6 OP 12
1
r
WALL.
PRODUCT REVISED
es eomPIKy.Yo. wnh the PloNaa
ehlltlnea Cedo
NOA-No. 17-0621.21
AW w1nimum Edge Distance
Florin
Sheathing fastener, as
described In Note 1
Siding fastener, as
described in Note 2
HnrdlePlanl<,
Csmplanl4
Prevail lap Siding
\
/ Water -resistive
barrier per Florida
Building Code
Section 14042
6/8" thick / 6 ply APA rated
PRODUCT RENEWED
plywood sheathing fastened to
as complying with the Plorlda
metal studs as described In
Building Code
Note 1
NOA-Ho. 17-0406.06
e-uphatlon 0510112022
209a, 3-518" X 1.5/8" Metal C-stud
The walland soffitframes are to be designed
Fly_ -
by the Architect or Fngineer of Record in
Miami-D d Proirtnct Control
compiiance with the Florida Building Coda,
SEE
l!W-Q! YPM 1PT (1N
ETAILA
I
HerdieNwidD, OamplankO, and
.'�5/8"thick15 piyAPA
PrevallO Plank Lap Siding materials
rated p ad
are nonasbestos fiber -cement
shrathlne fasWned
products tested In ocoordance with
to
tommetal studs as
ASTM C1188 Grade II, Type A and
tal In Nate t
meeting the requirements at the I
Florida Building Code,
welaPrcaisuva
barrier per Florida
ptLNI<DIAAENRII
4 00clIngCode
Width Length Thickness
section 1444.2
!a9-1YL' 12' BMW,
vet : \20ga, 348" X 1z/e"
l CWd a�16N PRt'�al1RE N9
F �_ `` R Metal Installation Design Pressure
HardieFiank, Metal Studs -92psf
�Gemplank, Prevail
-SS��NAI Lap 91ding Impact Resistant-
16" 6.C. (lyp.) 1.1/4" tall X 5110" Planks Installed over 9/8"think 16 ply
think starter strip APA rated plywood sheathing
HARDIr,_f?i�ux cEMPtaJ�J��YAU�4�PP�t�o�TA>nLATL��d��tl-t;
• All Installation shall be done In conformance with Ifils Notice of Acceptance, the manufacturer's Installation
recommendations, and the applicable sections of tie Florida Building Code.
• Metal studs where HardlePlank, Cemplank, Prevall Lap Siding will be installed shall be designed by an
Fngineer or Architect per the Florida Building Code and the requirements of this N.O.A.
• [Note I 5/6'thick / s pry APA rated plywood sheathing shall be attached to metal studs, at 6"oo at panel
edges and all Intermediate supports using a No.B-18, 0.31S" head diameter 1-1/4" long bugle head screw
• Planks shell be applied horizontally commenting from the bottom course of the wall with 1-114" wide laps at
the top of the plank such that the exposure atom of each plank Is 68-1/4" vertically.
• [Note 2] The siding fastener shall be a minlrnum No. 8.18, 0,315" head diem star X 2-114' long' bugle ]lead
screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is
fastened s 6-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through 6/8"
thick / 5 ply APA rated plywood shaathing,'f-astanem era placed In the overtopping area approximately 3/-V
from the bottom edge of the overlapping plank,
• Vertical joints shell be placed over studs.
• The planks shall be Instaifed over 5/9' thick 15 ply APA rated plywood sheathing supported by a minimum
toga, Nommal3-5/8"X 1-518" Metal C-studs spaced a maxlmiml of 16" O.C.
• Fasteners shall have a minimum edge distance of 318",
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
Jaynes Hardla Building Pfoducts, ]no,
10961 Elm Avenue
Fontana, CA 02337
PNL-PLI<SOFF
'Creator:F.Gonzales IwAta 1/VN1Iw" I Date;4/24/2013 IeHsa, 7OP12
0.751n.
Bon -No. 17-0321,21
Expiration DAts 0510112022
6.001n.
-I
PRODUCT RENEWED
no complying with the Florida
Building Dodo
NDA-No. 17-0405.00
Expiration t)ixtOO510112022'
By
MIUMI-lyndb Product Control
wu
F1sM1NS,
• NOMINAL20GAUGE 3.518"X1.&/B"STEEL STUDS 16"
O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND 90TTOM CONNECTION)
• THE WALLAND SOFFIT FRAMES ARE TO $E DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
R 140MINAL61WTHICK15PLYAPARATEDPLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NOXAS, 0.315" HEAD DIAMETERX 1-114' LONG BUGLE
HEAbSCREW
�ADDUMO
PLANKS OVERLAP 1-1W
• THE EXPOSURE IS S 8.114'
• THE PLANKS ARE FASTENED WITH No. 8-18.0.315"
HEAD DIAMETER 2-114' LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST FULL. THREADS
PENETRATINGTHE METAL FRAMING), PLACED 34' UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
STUD LOCATION
��-481n.00-�._ Gadding
Framing
6.00In-OC Sheathing
I -I -� I•� I ��
diuiirrii �� i
i it" GGVM
AW a
UCCRFVISED
&a F'kwid� pmlptNQWhhuw Flair ` F;,•-.
Coft
9 o. 121 ,L
's
iGt7o�o1 rnawdc TRTE OF ;•' <r �
1�
I
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE I
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) I
i
I
HARDIEPI,ANK, CEMPLANK, PREVAIL LAP SIDING
ISINSTALLATION DUAILS MECALSTUD CONSTRUCTION
James Hardie Building Produats,.lnc.
10901 Elm Avenue li
+ ° Fontana, CA 92337
°hone: 809358.6300 sur FscM,xa DAG xn aE
FaX
A PNLPLKSOFF 1
Creator: E Gonzales srvae 1"y 1'-0" Date:412412013 15HEEr s OP 12
a
a WALL LENGTH
Stud Spacing at 16" O.C.
B•t--
._4
HT
!
.�
J_ •_ _.�I.
ii
f l
• �,
L
F :
i,i p
I
I,
D�TA1L-A
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration pge05/01J2022
SEE
'Lr3QA11S'rLMMIPT R
DETATLA
Hardiegoffit®&Cemsofflt®materlafsare
nonasbeston fiber -cement products tested In
/�—
accordance with ABTM 01186 Grade 9, Type A
1
and meeting the requirements of the Florida
Building Code.
50FFIT_PIM6NSION4
2"X4"5P-F
wood &lode
,
Width Length 7hlckness
A' 8' 114,
A�&t�.N�R.�ssu�E�gTJ.Nd
HardieSoffit, IrMallatfon Design Pressure
Oemneffit -Wood Studs 40 psf
ttti rfl/I/fI/1//<<4
ro' (t.�.oGAWA,
Neils at O.C. (iyp.)ptiBUUCr REVISEDPAooucrsEvitsm `d1
3/8" Minimum Edge Distance ee avr�iyt r,r wMrrkc Fladd. pwr ' h'hO we-
� -0r .,�r�Nar-03rr,o No.F421.
Sap retf�
i
gy ` -a �. 5TA7E OF
Productcoaebt �`-�0� ......
y{�I�Rf)ysoFfL?,_AEM&oEEIL>1�NrtJ.NSr�f.LpTJRN.R�7AlJ-� ..,...
Soffitfastanar, as . All Installation shall be done In conformance with this Notice ofAcoeptance, the manufacturer's
described in Note 1 Installation recommerldations, and the applicable sections of the Florida Building Coda.
t Wood studs where HardieSoffit, Cem.'toiFt will be installed shell be designed by an Engineer or
Architect per the Florida Building Code and the requirements ofthis N.O.A.
- HardleSoffit, Camsoffit o The sofil shall be Installed oval, mlrilmum 2"X4" S-P-F wooSl studs spaced a maximum of 15' O.C.
[Note 11 The soffit fastener shah be, a 2" long, 0.223 head diameter, 0.092 shank diameter,
corrosion reMstant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
Intermediate studs; the fasteners shall he driven Into wood studs locatpd at 16, O:C.
Fasteners shall have a minimum edge distance at 30 and a minimum clearanoe of 2" tram comers.
'
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Minllaum 2" X N" S-P-F Wood studs
The wall and soffit frames are to be
designed by the Architect or
a
James Hardle Building Products, Inc,
10001 Elm Avenue
Fontana. CA 02337
Engineer of Record In compliance
Phone: 9D9.356.6300
s¢s
PSGM No
bm No
with the Florida Building Code.
F 809-027- 34
A
PNL-PLK•SOFF
Creator: I- Gonzales
scu.s 112" n t'-d' I
Date: 412412013
191cer 9 OF 12
PRODUCT REVISED
dS=lylnp with tho Ploddo
Hulldlna Code
NOA-No. 17-0821.21
explmtmn Voila 051D112022
BY_
Miami-e tl OF-
P....t Control
PRODUCT RENEWED
its ComPLYing with the Florlda .
Building Code
NOA-lap. 17-0406.06
Expiratlon DidpOSIO112022
By
4.00lILI , Miami- • Product control
pRobucram.%FD ' mowlcr$T:we, rl
a ctugilytpg wdh dw plori la nt YLV with dre Flarfda
6ttlldmg ur& Dmldimcaft -
AcOvptmw.(S�Mn A=P1ftbWrr6 f 4311.67
-0
Afesri F+ R.venI Gxrhol rrtata' cWk rrow,ct canep:
ER-AMtNQ
NOMINAL 2" X 4" S-P-F WOOD STUDS 18' O.C. FASTENED
WITH 3-112. 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
�l,a_4�INC
THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 4" 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 (MUS'T PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIESOFFIT, CEMSOFFIT PANEL.
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Bullding Products, Inc.
10901 Elm Avenue
Pontano, CA823W
FroE800427-0634 A PNL-PLKSOFF I '1
Creator: E Gonzales 9ME 1'=11.0" Dale!412412011 wiser 10 OF?2
.—WAIJ.. LENGTH
Stud Spacing et't9" O.C.
.I � ��,,...._... j ,• � S � ---- -_fir.__—._I
I (PRODUCT RENEWED
I�os complying with the Florlda�
],;Building Code
! NOA-No. 17-D406.05
WALL
1E1GH7'i II ,
1 ,I IEnplratlon riafpD5/01/2022I
SEE L'3-oP_U�CT o�,q�1i;IQpQTy,
DE?AILA HaldleSoffil:0 & Cems*W materials
are nonasbestos fiber-cementproducts
tested in aceantehce with ASTM 01186
Grade II, Type and meeting the
(, requirements of the Florida Building
Code.
Zags, 3.513"X 1-518" 'FOR-ntL''IJ�lt�s '
stet C Slud Width Length Thictmess
4 V %"
HscdleSotrtt, pESjGPI PREBS,I,I-@U RA' —
Cemsofla Installation Design Pressure
Metal Studs -5.5 jnf . .
Lj
<- �ernoN 8-_e
1'RODUCf11SvisEA
REVISED Nails at S" O.C.(typ,) PRr9lltlCC liLY1SU'7 M aAAAyioyMa wtho Ytodds
will, the Fiends - - fir a,oOyial Widl tut. F'tmritm flhlldlna Colo
17-0821.21 WIT Minimum Edge Distance Oogding Cow%S Acoepteea+No (,fir_ '- rl .
,4oae0ltoe X31?&VM4—d
�05101/202T.04
°dc ProdadCudmt
Soffit fastener, as
described In Note 1
Hardle•Soffit, Cemsotfit
20gn, 3.518" � 1-6/8" Metal C-stud
The wall and soffit fmmas are to be
designed by the Architect or Engineer
of Record In compliance with the
FlodO Building Code.
STATE OF' sr
" All Installation shall be done In conformance with this Notice of Acce0tan56ine'Ma1nu1fta0turel'�
Installation recommendations, and the applicable sections of the Florida BUlldlhg Code,
• Metal studs where HardieSaffit, Cemsoftitwtll be Installed shall bedesigned by an Engineer 0
Architect per the Florida Sullding Code and the requirements of this N.O.A.
• The WIN: shall be installed over minimum 20ga, Nomin®I 3.5/6" X'I.5/8" Metal C studs apasm
a maximum of IV' O.C.
• [Note 11 The soffit fastener shall be a minimum No. B-16, 0.315" head diameter X 1-114° long,
rlbbed bugle head straw ("or screw shall have at least 3 full threads penetrating metal '
framing);the fasteners shall be spaced at &' O.C. at panel edges and intermediate studs; the
fasteners shall be driven Imo metal studs located at 16" O.C.
• Fasteners shall have a minlmum edge a fstance of 3/3" and a minimum clearance or." from
corners,
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALIATION DETAILS METAL STUD CONSTRUCTION
James Hardle Building Products, Inc.
10901 EimAvenue
Fontana, CA 92337
PNL-PLKSOFF
Creator. E. Gonzales Aso" '12"n1W" I Dale;A24=i3 Istear 11 OF 12
6,Oein.�
Claddlhg
Fmming
Ir
PRODUCT REVISED
I'
as com 1yyln g, with the Florida
Building Code
6.00In•
NOn-No. 17-0821.21
Expiration pift 06/01/2022
MlamanaProduct Control)
1'aWUCr REVISED'*e'
PRODUCT RENEWED lyjnE"phux Pml;ak tit [ILEt>ISED
as complying with the Florida OOlding O.daBuilding �,Dlyipg r�htlnFlBrldn
gyry• 1miso Mo J l
NOA-No. 17-0406.06
ENO f'J�--DM-4
mpi,atianyT'I�n1i�j7"�'fvi�Jf
illilillrr�A
GAWq
I• Expiration D5l01/2022 a
Dy
r�pttrd
- C
, I B fllrx�dd
By
MIBmi-D d Produtk CBnirol
By ylnclfc Pn,dou o of
��`/
'
_ �.
` *,Q•'�. 2� • t -{(
1`I 4 i • � t
�
PL
FLMiti
)
fit,)
• NOMINAL20 GAUGE3.518"X 1•S18"STEEL STUDS IWO,C.
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
FASTENED WITH 5/8• WAFER HEAD SCREWS (2 PER TOP
'
NOT PART OF THIS APPROVAL (MUSTPROVIDEALTERNATEPROVISIONSFORTH ESELOADS)
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
`HARDIESOFPIT,
0.0-130-q
CEMSOFFIT PANEL
THE SOFFff 1S FASTENED WITH NO.8-18, 0.315" HEAD
INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETERX 1-1/4 0 LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3
James Herdle Building Products, Inc.
FULL THREADS PENETRATING THE METAL FRAMING), PLACE
10961 Elm Avenue
SCREWS 6" O,C, AT PANEL EDGES AND INTERMEDIAI•E
Fontana, CA92337
STUDS
hone: 909-35G.0300 SIZ6
Faxg09-427-0634 _ A
F6aU N0 DW6 No REV
PNL-PLKSOFF 1
•
Creator,E,Gonzales SCALE
— I
V-1W, I Daie:412412013 1WEa 12Or12