HomeMy WebLinkAboutNOA; Planks and Panels Fiber Cement Siding and SoffitMIAMI-
REVIEWED FOR 1YUAMI-DADS COUNTY
CONTROL SECTIONT
CODE COMPLIANCE 1PR°D 805 w 6Stree Room 28
33175-2474
BOARD AND CODE ADMINISTRATION DIVISI��� T (78b) 315-2590 Miami,F1F86) 315-2599
NOTICE -OF ACCEPTANCE (NOA) ROCC www.miamjdade.aov/eco-.-1om-,7
Hardie .Building Product Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations eygulations governing C The
documentation submitted has been reviewed and accepted Miami -Dade County o to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
t is NOA shaR net be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
1 nis product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity I-T-=car e Zone.
DFSCRiP'I'ION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlanlc, CemPlank Prevail Lap Siding, HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacture;, 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
Country Product Control Section.
MISSILE Jli%IPACT RATING: Large and Srtiali Missile 1MDaci Resistant
EABELE`IG: 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 arenewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product
TE+ RA/! A-TION 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.
ADN ERTISEMENT: The NOA rnunber preceded by the words 1_viiami-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 doge
in its entirety_
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dist-dbutors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 17-0406.06 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
T, e submitted documentation was reviewed by Carlos M. Utrera, PX-
NOA No. 17-0821.21
Expiration Date: May 1, 2022
Approval Date: November 30, 2017
1d IZy�V17 Page 1
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SLIBNH'I'TED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA # 13-031I.07"
L Drawing No. PNL, PLK & SOFT, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlauk Prevail Lap Siding; HardieSof[it, CemSofifit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa,
P.E.
B. TESTS "Submitted underNOA # 13-03IL07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoftlt
and HardiePanel., prepared by Intertek Testing Services NA LTD, Test Report No.
100733361CG' Q-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
03/18/96
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
031118/96
A. N. Reeves P.E.
C. CALCULATIONS
I.
None.
D. QUALITY ASSURANCE
1.
TvIliami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None-
F. STATEMENTS "Submitted under NOA # 15-0122,04"
I. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1.
Ogawa, P.E.
�t�ZZIxo�7
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 SUBINUTTED
A. DRAWINGS
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. STATEAMP NTS
1. Statement lettpr of code confol-mance to tb.e 6 h Edition (2017)14BC and of no fmancial
interest issued by Ronald 1. 0gawa & Associates, Inc., dated 07, 30/2017, sided and
sealed by Ronald 1. Ogawa, P.E.
t,17,200
Carlos M. Utrem P.E.
Product Control Examiner
NOA No. 1.7-082121
Expiration Date: May 1, 2022
Approval Date: Novem. ber 30, 2017
E-2
WALL
HEICHi
PRODUCT RENEWED
as complying with the iitorlda
Building Code
NOA--ND, 17-0406.06
FA
0SI0't /2022
rift~
PRODUCT REVISED
as complying with tha Florida
Building Code
NOA-No. 17.0021.21
rxpiratlon D to 01'i10112022
By
Miami-0 roduct Gntr- -
-------WALL. L NGTH----- �-----
Stud Spacing at 16" O, C.
8-4-- 1 1 1
B
l.07
VW Minimum Fdga I�istanceails gt 19' Q,R. (typ.)
g ShesthlnQ fastener, as dcsalbed in
�— Mote 3
Panel fastener, as described in
Note 2
HardiePanel, Gempanel,
Prevail Panel Siding
Waft-Te8istivve barrier per
Ploridra Ouldinn Gode Section
14D4.2
5/e" thick/ 5 ply APA rated
plywood sheathing fastened In
accordanco with Florida Building
Code Section 2322.3
2" X 4" S-P.•F Wood Shuts
The wail and soffit frames are to be designed
by the Architect or Englneer of Record in
compliance wlfh the 'Florida Building Code.
SEA
08TAIL-A
Pt oQu� r�W9F1talA
HardiePanel(b, CernpaneW, &
Prevail(@ Panel Siding materials are
`— nonrasbestos fiber-mment produom
8/8" Oidok! 6 ply APA rated tested In accordance with ASTIR
l
(
plywdod-sheattiing in C1186 Grade 11, Type Aand meetIng.
acoctdance vnitt Florida the requirements ofthe Wlarlda
Ruild'ng 4nde section Building Code.
?3�23
PAN M11T E-MEN-NDS
Water -resistive Width Length Thickness
1 bairior per Florida 4 8'q'w 5116--
BuIldtng Code
Section 1404.2 F—BLC N F"--A5WM2AnN-Ca
2" X 4" S-P-p Installation Design Pressure.
Wood Studs -76 psf
l OCA Studs
H�rdieAanoi, Impact Resistant —
Mill no
un \` Cempanel, Planks Installed o+ier 518° thick 15 ply
Prevail Panel APA ratL-d Plywood sheathing
Siding
gR�1 PghlEl�, C1 MPS , PRVAILPAREL—11c--.!A -kA - M-EML't
■ Ali installationshatl be done in conformance with this Notloo of Acceptance, the manufacturees
installation recommendations, and the applicable sections of -the Florida BUiiding Coda.
Wood studs where HardiePanel, C-'.empanel, Prevail Panel Siding will be installed shrsll b,a
designed by an Engineer or Architectl: per the Florida Building Cods and the requirements of this
N.QA
lRote 11518" thick/ 8 ply APA rated plywood sheathing shall be attached to the studs In
accordance with Florida Building Gode Sectlon 2522.3,
= The siding panels shall be installed over 5/8" thick 16 ply APA rated plywood sheathing supportec
by a minimum af-X4" S-P-F wood studs spaced ei maximum of IV' Q.C.
• [Mote 21 The siding panel fastener shell be a 2" long, 0.221" head diameter, 0.09 shc�nic
diameter, corrosion resistant siding nail; the fasteners shall be spaced at8" G.C. at panel edges
and intermediate studs; the fastenem shall be driven through the 518" thlok i 5 pN APA rated
plywood sheathing Into wood studs located at '16" 0-0,
= F'astaners shall have a minimm uedge distance of $18" and a minimum clearance of 2" from
comers.
HARIAEPANCL, CEMPANEL., PREVAIL PANEL.
iN57A1.l.ATIoN IDETAILSWOO D 5TUC1 CONSTRUCTION
James Hardie Building Products, Inc.
10901 Ciin Avenue
Fontana, CA 92337
PNLrPL-K �SQFF
Cmtor;E.Gonzales Is0Ai,R 1/2"='L'•{01 I Date-4124/2013 I911EBr 1OF'I2
Fastener Spacing per Florida
Building Code.Sectinn 2322.3��
f.
ml 0mvi7iI4 with tic-ilaida
�BYf1Ein8 io+tt+
Etx,tpternc i�io "1X� 2 �+�
.D'
FIwt+t Proms04
Fastener Spacing per FloiIda
Building Code Section 2322.$
I
PRODUCT REVISED I
"
as com Iyiog with the Florida' • PR(JAIJt:Tbt.�VlSF:13 PRODUCT RENEWED
Buildlag Coda AS41m7olyiA6WMi1ftfkai& as Carnpiying with ttie Fiorlda
Non -No. 17-0821.21 fwd4co& %r 7`4 %il % Building Code
23cr�,
Expiration 4U 06/01/20_22 NQA No"Y•-Q 4Ia6.Q6
By Expirafion e05/01/2022
Miam -FAdl Product Control J r5'
+ M i •ProdrsvhCw�trni By
1Vliami- a duct ConErhi
RAMj_jh G
• NOMINAL 2" X 4" S-P•t WOOD STUDS 16" O.C, FASTENED
WITH 3-1/2` 16d COMMON NAIL$(2PER TOP AND
BOTTOM CONNEOTION)
x THE WALLANn SOFFIT FRAM> SARf=TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLCRII)A BUILDING. CODE
5N
NOMINAL 5/8" 7HICK / 5 PLYAPARATED PLYWOOD
314EATI-IING FASTENED IN ACCORDANCE WITH FLORIDA
BIJILDNG CODE 6ECTION 23213
CLAD»EIrl
• THE PANEL IS FASTENED)NITH 2" LONG, 0,223" HEAD
I)IAME•TER, 0,092t' SHANK DIAMETER, CORROSION
RESISTANT SIDING MAILS, PLACE NAILS 8" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
Framing
Sheathing
yl E.i
• 4
tfiJ f
\ I .•"�f Q�� t)4
FOR METALAND WOOD S'11JDS, PROVISIONS FOR DIAPHRAGMACTIOtN AND GRAVJTY LOAD ARE
NOT PAf' l- OF THIS APPROVAL (MU$T I'ROVIDU ALTERNATE PROVISIONS FOR THESE t,OADS)
HARDLIEPANEL, CEMPANCL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCT[ON
James Hardle Sullding Products, Inc,
a 10901I-h Avenue
Fontana, CA 92337
phone: 909 356 f300 s ze HSCIA NO W " -- oWo No
{~ax908-427.083q p —M PNL-PL,K•-SUFF
Creator; E. Gonzales sanl_e 1" 1'••0" • DA,:4124/2013 18HEff 2 OF it
1
WALL
H);IGHI
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17.0021.2.1
Facpiratio n a 0S/01/2022
By
e�----- - WAL.LLEiVGTH
Stud Spacing at 16" O.C,
I
I''
j.l 6hla
'
a>mLkaa
with
Coi+ss
,u
Flnr#ite
QG
i N�R
N / �.
• STATE '
�L0Rva
lixfWjda
SEE
.t'1;-11oR!.lcT-T��CBJr VIA
HardtoPsne-10, CemA paneWD, & PFevailQ
U 7AILA
Panel Siding rirat'orlals are nonasbestos
_
5/81, NoR / 5 ply APA rated
fiber -cement products tested In
plywood sheathing fastanad
accordance with ASTM C1108 Grade i1,
to metal sleds as described
Type: A and meeting the requirements of
3n Note 1
'the Florida Building Code,
F;ANNE-11RIM.9,N-5130
Vvaterresistive
Width Length Thickness
banier per Florida
4' 8,9,10' 5118,
alluding Code
Section ,1404.2
j�i:5t_p_N PJ3 �)g ATJhjG
4j
} f)
toga, 3-5/8" X 1-5/8"
Installatlon Design Pressure
Metal Studs �144 psf
Metal C-stud
f l'iil Impact Resistant---
HardteFanel, Panel installed over 5/8n thiolc / 5 ply
sl I� r�T�p>y�g CempanePrevail Panl' el APA rated plywood sheathing
3/8" Minimum Edge Distarics Malls at B" C C (tyP') s106,g
Sheathing fastener, as
described In Note 1.
Panel fastener, as described in
Note 2
HerdiePanelO Siding
Water -resistive barrier per
Florida Suilding Code Section
140A 2
I I �y r 5/8" thlok / 5 ply APA rated
PRODUCT RENEWED plywood Sheathing fastened
as complying with the Florida ^ to metal studs Cis described
Building Code
NOA-No. 17--0406.06 in Note 1,
Euplratlon D e05/01/2027 ,loge, 3-5/911X 1 518" Metal C,shid
The wall slid soffit fraMes are to be designed
gy— by the Arohlti-ot or Englneer of Raoord In
Miam la. a Produaf Cuntroi
comptianoe with the Florida Building Code.
N�;�Q.i��hL.lrL�CEM�AtJ.(a�F�12EVA[L,p., A�1,�1,_St�II1Q��1i„�11.Q'Zl �FT_AT�.
h ' All Instaliation shalt be done in conformance with flits Notice of Acceptanca, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Codes.
Metal studs whera HardtePariot, Cempanel, Prevail Panel Siding will be installed shall be
desirghed by an Engineer or Architect per the Florida Building Code and the requirements of this
N.O.A.
■ [Note 1) 5/8" thick IS ply APA rated plywood shdothing shall be attached to metal studs at 6"oe
at panel edges and all Intermedlate supports usirig a No.8-11, 0.315" head diameterx 1-114" long
bugle head screw
The siding pancla shall be lnstalled over 5/8"thlckl9 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal3»518" X 1-51a" Metal C-studs spaced a maximum of 16"
O.C.
• [Note 2] The slding panel fastener shall be a minimum No. 8-18, 0,818" head diameter X T-5/8"
long" ribbed bugle head screw ('"or screw shall have at least a full -threads penetrating.rnetal
framing); the fasteners shall be spared at C' O.C. at panel edges and Ihtermediate studs; the
fasteners shall be driven through'the R" thick 15 ply APA rated plywood sheathing Into metal
studs located at 16" O,C.
Pi Fasteners shall have a minimum edge distance of 318" and a minimum clearlince of 2" from
corner.
HARDIEPAN EL, CEMPANEL, PREVAIL PANEL_
INSTALLATION DETAILS METALSTU0 CONSTRIJCiION
No
James Hardle Sulldiq producK Inc,
10901 Flm Avenue
Fohtana, CA 02,537
PNL-PIK SOFF
Creatm: E. Gonzales IscAi.s' 1/2" w Tf 0" I Dats.4124/2tl13 I81116T 3 DF'12
PRODUCT' RIENEWED
Is aoMplying with the Florida
3uliding Code
UOA-No. 17-0406.06 —�
3xpiratioe teQ5/0112022 6,0y in,
Fy IAF*--w i
. PICUDU'C.'j•3tEVL�.ED
F3zsikt* c0 &:
F.xUinshon 7DoveG-' � ' %
Vy
Minna „dc)?�,anut�'putxoF,
II
I' I
Il
T l�
6T0�n" I I
I�
. II
II
I' I
PRODIXT REVU%M
" dying wick the Fiv"
L M—Ag -
NOMINAL20 GAUGH 8-5/8" X.'t !i/8" STECl. STUDS 16" O.C.
FASTE.N;~D WITH 518" WAFER I -I K) SCREWS (2 PER TOP
AND BOTTOM CONNEOTIOM
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENOINEER OF RECORD IN
rCA�O�M7 PLIIANCE WITH THE FLORIDA BUILDING CODE
VP•'Lf���I�
• NOM WAI, , la i•HICK / 8 PLY APA RATED PLYWOOD
SHEATHING TO ME1 AI_ STUDS AT 6" OC AT PANEL
EOCSES AND ALL INTE.RMEi) rC SUPPORTS USING A
NO.B-18, o.315"' HEAL) bIAMSTER X 1-1/4' LONG BUGLE
HEAD SCREW
fiLAM- IMZ
• THE PANEL IS FASTENED WITH NO. 8-18, 0.315" l IEAD
TAAMETERX 1-5/8" LONG CORROSION PESISTANT
RIBBE.O BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
I_EA9T 8 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTI~RM>=DIATF STUDS
PRODUCT REVISED
as complying with tlio Florida
Building Code
Non --No. 17-0021.21
Explrat7oh Datv)OS/61/2022
Ciadd ing
Framing
I I \
i I Sheath!rig
II
II ,
I� I
I! Ii
ICI I,i
I I I I r�/�/•//�/iJi,��p�
f l \Lilff f 0RA
I I.i ti n. VG O Zz
Zz
lei
810NA0 '"
NOT PART OF THIS APPROVAL.R
(MUST PROVIDE ALTERNATE PROVISIONS ORTHESE ATY LOAD R� LOADS)
HARDIF-PANEL, CWPANEL, PRI;VAtLPANEL
INSTALLATION DOWIS METAL STUD CONSTRUCTION
,lames Hardie Building Products, Ine.
10901 Elin Avenue
LL Fontana, CA 92337
^" 1-qvnxo
:hne, SIZE SONo
074 Fax8sw-83A PNL:PLK-SOFF
srer
A
Cr"tor: E. Ganz -ales Date:4124/2013 Y
OP i2
REV
I
T.
1
WALL,
HEIGHT
PRODUCT REVi*ED
as cotnpl 1'7 with t ho Florida
tluilding Code
NOA•-No. 17-0821.21
Expiratlo a 05/01/2022
Miami- i e Produc Control
No
nr AI .
PRODUCT RENEWED
as cntnplyying with the Florida
Building Cnde
NOA-No. 17-0406.00
314" ialinTmum
os
Distance
BOOM
-k
at 1a" 00- (typ•)
-Sheathing fastener, as
described in Note 1
�\ Siding fastener, as
described in Note
I-lardiePlank,
e,emplank, Prevali
r Lap Sidino
/ Water -resin ive barrier
,��-- per Florida Building
Gfldis Seotiott 1404.2
LJ.
65/8" thick 15 ply APA rated
plywood sheathing fastened
'---,in accordance with Florida
Building Code Section
2322.3
Expiration te05/01i2022 2" X T' S-P-P Wood Stud3
'tile wall and soffit frames arcs to be designed
By by the Arrhiteet or Engineer of Record in
1Niatnl 11 a Product Gontrol anmoliancewith the 1:1odda Suildlna Code.
UE
057AIL A
LR4�CicL>?�s�3f P'PJ�.�
Hardie>7fankrtil, (;I mplanl�, &
_.
Prevall(M Plank Lap Siding Mated'118
518„thi&/ 6 ply ApA
are nonashastos fibetucement
products tested in aeoordoince with
rated plywood
ASTM C1186 Grade II, Type A and
sh2othing in
rtleetlng the requiremel)ts of the
accordance with
Florida Building Code_
8loilda Building code
Seotlon 2322.2
PA.Nv_�Jf1i���I_C7Ns
Water -resistive
Width Length Thickness
bander per Florida 59-1/2" 12' 5116'
aulldtng Coda
Section 1404.2
D;J{ p��S1jRF�RA7 W�
z" X 4" 8-P-•F Installation ^ glasign Pre§sore
Wood Studs Wood Studs 42 psf
Lap Siding Impact Resistant
Planks installed over 618" thick / 5 ply
1.114- jail)( 6/16" APA ratrA plywood sheathing
thtrk start& ship
t �lEpi.ar�i<�cl^tit>-�iayK,J'r Y I3�l.l_.p S0 OJN$i' LLAiJQNJ�]:glt
r All Installation shall be done in conforrnthM With this Notice of Acceptance, the manufaettlr8l's
Installation recornmendattons, and the applicable deotions of the Florida Building code.
K Wood studs where Hal1aplank, Cemplank, Prnall Lgip Siding will be Installed shall be designed by an
Engineer or Architect per the Florida Building Coda -and the requiremants of this N,O.A.
r [Notre 115/8" thick / 3 ply APA rated plywood sheathing shall be atGachad to the studs in accordance
with Florida, Building Code Section 2322.5.
K Planks shalt be applied horizontally commencing from the bottom course of the welt with 1�1/4" wldra
laps at the top of the plank. such that, the exposure area of each plank is :s B-114" verticauy.
■ LNoto 21 The siding fastener ishail be a 2-1/2" long, 0,223" head diameter, O.OeV shank diameter,
corrosion -resistant siding nail; The siding Is % teried S 8r 14,14-C. vertinaliy arid 1 heathin o [zont ll s
fasteners are driven into wood studs through SO' thlok / a ply APA rated plywoodg,
are piaced in the overlapping area approximately 314V from the bottom edge• of the ovsrleppirng plank.
Vertical joints shall b'o placed over studs.
The planks shalt he installed over 5/8" thick / 6 ply APA rated plywood sheathing supported by a
minimum of 2"X4' SAP-i= Wood studs spaced a maximum Of 16" O.C.
r Fa$teners shall have a minimum edge distance of d'.
HARDIEPLANk, CEMPiANK, PREVAIL LAP SIi)INQ
INSTALLATION DVA1LS WOOD STUD CONSTRUC.1'10N
Jtlrnes Hardie Duilding Products, lne.
'10901 Elm Avenue
Fontana, CA 92337
A I I PNI.-pLK••$0FF
Creator; F. Gonzales SOALn 1/2" t'-0° I. Date:4/2412013 srua6T s op tz
REY
Fastener Spacing per FI.
Building Code Section 2',
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0821.24
Expiration onto 06/01/2022
PRODIXT RENEWED
as a ornplying with the Florlda
Hullding Code
N0A-No. 17-04D6.06
0.7CtIn = ��.
a...... .__
Explratlon p e05/0112022
—.
Dy�
Miami-DaMiami-Dadfi Product Cotitrol
a6 tro+ng] Yii>g M'#ir tlsc .Qb�'Fda
igm'�dmg t_cxl'r
• ;v! � atic Y�c�dud Can�n�_�
sD,251n.
F-f�MCNG
M NOMINAL a° x 4M S•P-F WOOD STUDS 16" 0,0. PASTE.NED
WITH 3-112"16d COMMON NAILS (2 PER TOP AND
SO-rTOM CONNECTION)
x THE WALL AND SOFFIT FRAMES ARE TO BE OVRICNED
BY THE ARCHITEG71' OR ENGINEER OF RI=COLD IN
COMPLIAIJCE WITH THE FLORIDA C 1.111, 1NO CODE
g1jW'd 1G
w NOMINALS/8"THICK/GPLYAPARATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING COTE SC:CT(ON 2322.3
jA- DOW
+ PLANKS.OVr-RI.AI' 1-114"
r THE 01POSURE 15 s0-14'
■ THE .PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223"
HEAL? DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, -PLACED 39' UP FROM THE
BOTTOM EDGE OF THE PIANKAT EACH STUD LOCATV
Foatener Spacing per Florida
Building Code Section 2322.3
1'rrtC')AUL"T REYLSI?A
Is awlyidg with tea Fkx M
61n_ OG—sue Cladding
1 rdmtng
Sheathing
IlJ.�+/ rrii„r
_ 2,
�....�� �._ 4 • No. . 1 41 � ti
SY
_
'STATEah YYud` ��
ut�
Vo
f�rr +r11f1
FOR METAL AND WOOL) STUDS, PRC\1161ONS FOR DIAPHRAGM ACTION AND �€�4<il�'Y LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVtOE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDICKANK, CEMPt.ANK, PRCVAII, LAP SIDING
INSTALLATION DE,TAIL5 WOOD STUD CONSTRUCTION
James Hardle BUllding Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Phone:909-358-6300 1 SIZF rsaMdo DM NO REV
Fax 809-I2,7 0634 A PNLrPIX-,SOFF
Greeior: E. Gonzales SCALE Dale;+1124/201'3--ISFIEET 6 OF 12
HALL
stud
llr��
i i
'
Specing
ar 9G"
i
�
U,G. WALL LF_KGTl I --- --
I; l
y c�iymg rb tb■ l doavla �yt, tp Q,a �t�13
_-
U - �'T'-- L 2
I, i r � .1�d-uj�c.oearal � w �¢ �•,
.I
' � .d-•-
I
__.
j. DF
�i I A I �A&F'
--i+�- _ Imo. _�•�e•';ggl
....., • �\�t�;
PRODUCT REVISED AW Minimum Edge Distance
as comrdyying with the Florida
Building Code
NOA-No. 17-0821.21
Expiration Dde 05/01/2022
By ' ~"
Miami-amiarni-11ram Product controi
f-
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA No. 17-0406.06
Nails at 1V O.C. (typ.)
Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2
HarcifePlank
Cemplank,
Prevail tip Siding
Water-rasistive
bartfer per Florldo
!Building Code
Section 1404.2
5/8" thick /3 ply APA rated
plywood sheathing fastened to
metal studs as described In
Note 1
Eupiration 06101 /2022 20ga, 3-518" X 1-5/8" Metal C.stud
�T V— litre wall and sofitfratnes are to be designed
By by the Aroliltaot or Engineer of Record In
Wliami—UI d roduct control compliance with the Flnr'Ida Building Code.
��xrfrfi�n"T
SEE
C'i*�4117UCTjT $t tt''f104
ETA1L A
FNrdiaPlank0, Cemplanke, and
- 518"ihickl8 ply APA
Pravalldti Plank Lap Stding materials
ate nQnasbestos fiber cement
rated plywood
"sheathing fastaried
products tested In ecanrdance with
- to metal studs as
ASTM C1186 Grade II,Type A and
described In Nate 1
meeting the requirements rrf the
Florida Building Code.
Water'-reslstive
harrier per Flay -Ida
pL& K DI -
Funding Cade
Width Length Thickness
section 1404,2
9_1/2" 'l2' 5116"
`
\.Mega, 3-9�ti/El"
AIM PP_TL8U���M9
Metal C`rsffud ud
Installation Design Pressure
�WardlePlank,
C.amptank, Prevall
Metal Studs; -92 pef
CZo Lap 9lding
Impart Realatent--
p.� 1.•1/4" tall 5/19"
Planks installed over 518" thick / 6 ply
thick starter Art
APA rated plywood sheathing
lq.AL�P—Ir�LA.N CttEM-Pt..nNI-)�.RE;YAIL 4,.ElLt INO NN ,i�,a t r� DI
X All installation shall be done In eonformanc;& with itils Notice of Acceptance, the manufacturer's installation
rawnlmendatlons, and the applicable sections of the Plodda Building Code.
■ Metal studs where HardlePlank, Complank, Prevail Lap Siding will be installed shall be designed by an
Bngineer or Ar6111teot per the Florida Building C ode and the requirements of this N.C.A.
Note 11 5/8" thlck 16 ply APA rated plywood sheathing shall be attached to metal Studs at B"oa at panel
edges and all intermediate supports using a No.8-18, 0.310' head dlamefar x 1- 114" long bugle head screw
k Planks shall be applied horizontally commending from the bottom i coursr3 of the wall with 1-114" wide laps at
the top of the plank such that the exposure atea of eaoh plank Is 58-1/4•" vertically.
■ [Note 2] The siding fastener shall be a minimum No. 8.18, 0.316" head diameter X 9 114° long* bugle head
screw over metal studs ("or Straw Shall have at least 3 full threads penetrating metal framing); The siding is
fastened s 8-1f41 O.C. velticAlly and 16" O.C. horizontally; fasteners are driven into metal studs through 6/8"
thick I S ply APA rated plywood eheathing,'fastenem are placed In the overlapping area approximately 3/h"
from the bottom edge of thts overlapping planic,
Vertical joints shall be placed over studs.
The planks shall ba installed over 516" thick / 5 ply APA rt_nted plywood sheathing supported by a minimum
209a, Nominal 3-5/8"X J-5/£I" Metal P-studs spaceq a. rpexfmum of 16" Q.G.
• PastenerS shall have a mfnfmum edge distance of 3/811,
HARU1 LPLAN K, CEM Pi.ANK, PRL-1/AI L LAP SIDING
INSCALLA'noN MAILS METAL STUD CONS-TRUCrION
James Hardle Building Products, Ina,
10901 Elm Avenue
Fontana, CA 92337
A { I PNL-PLl«OFF
,Creator: R. Gonzales Iscat.E 112, w I'VI I i7ate; 4/24I2o19 Isxev 7 OF 12
PRODUCT REVISED
as complying with the Florida
]Building code
Nt)n-No. 17-0821.21
Expiration Date 05/01/2022
1.
• NOMINAL20 OAUGY.": 3-518" X 1-5/8" STE5L S'f UDS 16"
O.C. FASTENED W17H 518" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNCCTION)
• THE WALLAND SOFFIT FRAMES ARE TO 5P. DESIGNED
BY THE ARCHITECT OR ENGINEER Olz RECORD IN
COMPLIANCE WITHT142 F401110A BUILDING CODE
SHEATN[KQ
NOMINAL 5W TH1CK 15 PLY APA IAA FED PLYWOOD
SHEATHING 70 METAL STUbg AT 6" OC AT -PANEL
EDGES AND ALL INTERMEUTAFI: SUPPOra9 USING A
N0.8-18, 0.315" HEAD DIAMETERX 1-1/4' LONG BUGLE_
HEk) SCRI:�.:W
" PLANKS OVERLAP 1-1/4"
A THE EXPOSURE IS $ 8-1144
le THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315"
HEAD DIAMET5R X 2-114" Qy NG CORROSION -
RESISTANT RIBBED BUGLE HEAD SORB (SCREW
SHALL. HAVE AT LEAST FULL. THREADS
PErii- RATWGTHE METAL FRAMING), PLACED 214P UP
FROM TH5_ BOTTOM EDGIu OF THE PLANK AT EACH
STLID LOCATION
��7L1
MTEOF :•'
'0NAL. �,�.� ilk,
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AC-NDN AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST P ROVIDF ALTEwRNATE PROVISIONS FOR THESE LOADS)
HARDIRPLANK, CEJAPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTIRUCTION
Jamtis Hardie Bullrling Praduds,.Inc.
10901 Elm Avenue
® Fontana, CA 0,337
5h4t7e 909�3Se-83Q0 SOLE PScM No W16140 i v
PaX 909�427-0634 _ APNL-PL"OFF - 1
Creator, P_ Gonxaies scats . i"-,1',0" 4 Dates 412V20137SHEET 9 OF 12
a- --- —WALL LENG",
n . Stud Spaoing at liv, O.C.
WALL
H CIGH1
PRODUCT REVISER
as complying with the Florida 3/8° Minimum
ak4llding Code
NOA-No. 17-0821.21
Expirattoo a 05/01/2022 .
By
PRODUCT RENEWED
as complying with the Plotide 1
Building Code Q— t
NOA--No, 17-04013.06
(Expiration JJ e05/0112022
Hells at4" O.G.
T�istance
SoffitfeOener, tis
d6$ortbed In Note l
Hardie6offit, Cemsoffit
Minimum 2" X 4" S-P�F Wood Studs
The wall and soflit frames are to be
designed by the Architect or
Engineer of Record in compliance
with the Florida Building Code,
SC:E
DETAIL A
r
Wogd Studs
l•lardiesoftt,
Cernsom
(tY134 ODUCTRf[vtsF.a
to onVyir$ widk At FitMitbA
Dwatis Cock 1410
14if
t
PR_C1=Q UC,%QKWT.�CJ.�f
Hardie3ofilto & CemsoffiftD materials are
nonasbestos fiber -cement products tested In
accordsnoe with AST 1Vl C1186 Grade ll, ype A
-and meeting the requirements of Florida
Building Code.
; _qEr__ T.j3tiJf"iQNS
Width Length ThIcknes,
4' 8' 114,
Iriatallation Design Pressure
Wood Stude -70 psf
fly
N
ORO
o =• STATE OE
A!-
,rt r(�
HAB 1);sj_T•JQr-M$0_11_)?A_ ts�.LLJW_1A ATJQN MA1LA
• All Installation shall be done In conformance Wth this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applloable sections of the Florida Building Code.
• Wood studs where Hardie6offit, Centsoffit will be installed shall be designed by an Irlvineer or
Architect per the Florida Building Code and the rsquirt3mants of thls W.O.A.
The sofflt shalt be Installed over minimum 2"X4" s•-P-P woori stUdsspaced a maximum of 16" O.C.
a [Kote 11 The Wild fastener shall be a 2" long, 0,=, " head diameter, 0.09v' shank diameter,
corrosion resistant siding nail; the fasteners sliafl be spaced at 4" O.Q. at panel edges and
lntermedfate studs; the fasteners shall be driven Into wood studs looattid at loll d.c.
■ Fasteners shall have a ht Hlmum adgo distance of 3/8" and a minlmum clearance oft" from comers.
r?Ro crl�lt- SM
as t o030yin6 vvhh *m Fimfi&t
Btdiding Code
'htxvmtrs k2af.�-0
T;lepitsif L7
gy
HARMSOFFIT4 CEMSOFFfT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James; Hardle Bullding products, Ina
10901 Nim Avenue
Fontana, CA 92337
PNL-PLK,SOPF
Creator, E. Gonzales Is-At.s V2'1- 1`4" I Data-4124/2013 JaWLT 9 OF 12
Cladding
Frmining�
PRODUCT REVISED PRODUCT RENEWED
es complying with the f lorlda as Complying with the Fforida i.
Suildlne bode Building Code
NOA-No. 17-0921.21 NOA-IQn. 17-0406. 6
Expiration Date 05/D1/2022 Expiration Da 0 5/01/2022
Ey BY— '
Miami-D d Product Control -_
4,OOlri Miar»1- .t t Product Control
• tri�rir�r�,��,y,�
` P Rebucr rmvistin > oDvc�Jaxwt±aJxt {{ 1, 1,, OGA w4, -
M Cix wlymg Vail the 6yod4a aS t) ' n#yicv wif8 the nwid4 \�{ �'; • ..
+ Bm{tttisgtL'od�e BwldittgE..o19e;
Aooept .0 Tire A—Ptmu*a NO �ry,-C? � 11.r 0_
I gyp, 1
0. VV7
i~fkirif mdr Nvukmi C:m�rvl 0. bJiam� U Soo �rLNitxt Contvod "tt STATE OF
,cc� le
. R14�
it
FF2 —MMP
NOMINAL2" X 4'' S-P-F Woo 87I'uu9 iall O.C. FA6TEw-m
WITH 3 '112" 16d COMMON NAILS (2 PER TOP -AND 80'TTOM
CONNeC'I'10N)
Tl-IE WAi..1. AND 8OFFIT FRAMES ARE TO EL DESIGNED BY
THE ARCHITECT Off ENGINGER OF RECORD IN GOMPLfANCF
WITH THE FLORIDA BUILDING COI E-
_QL.AI CIN
THE SOFFIT IS FAST5NED WITIi 2" LONG, 0-723" HEAD
DIAML-FIZER, 0.092".SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAMS V O.G. AT PANEL
EDGES AND INTER MEDIATGSTUDS
FOR METAL AND WOOD .STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAV17Y LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIAEAUERNATE PROVISIONS FOR TH> Sl= LOADS)
HARDIESOFFIT, CEMSOFFIT PANEL.
INSTALLA.110NI DFI"AILS WOOD STUD CONSTRUCTION
.James Hardfe Bulldlnq Products, Inn.
1090'f Elm Avenue
! ontana, CA 92337
nh0{7f~' g--'.ii7 3QQ SIZE E FacmNO �'i-'--�•�_..._ dvdr
� PN.L-PI."OFF
CTB2t0I E.GOnZales sms i^= ft0" Date:4f2d/2013 nHEEt 10OF.12
WALL.
HEIGI.11
PRODUCT REVISED
as complying with the Florida
Bulydihp Code
NUA-Ho. 17-0821.21
By
Mi
-WALL LFENGTN•. ----
Stud Spadng at 16" O.C.
Ima)
I PRODue'r REN
I :as complying wine the Florida ,
,:Building Code
11
NDA-No. 17-0406.06 ,
f
i f Explration Da DS/01/2022 i
k
i
lay_-_
j•IMlami•-0 d Pi•Oduat Control
1•Jt�ils at h"' o.c. (typ•
3/8" Mirlimum Edge Distance
:-fastener, as
1be:d In Note 1
Hordle,Soffit, Cemsoffit
I_
20ga, 3-50, � 1-08" Metal L'hold
The wall and saftit fl_lmes are to be
— designed by file Architect or Cnginaer
of Record in compliance with the
Florida Building Code.,
SCrz
DETAIL.A
rr' �
ti
20c�a, 3•blEl"X 1-318"
/Metal C-stud
HatdleSatt-iY, ,
��� Gernsofht
pFtQDUCT EiE:SG�IPij�)f�
Hardlesoff W & CemsoffiM materials
are nonasblstos fiber -cement products
tested In accordance with ASTM 01186
Grada 11, Type,A and meE ing the,
requirements of the Florida Sullding
Code.
.'a0_EE.1_T_PjV1jEL1Sj__ K_S
Width Length Thickness
4 8, ,Y'„
PF,Sj�iJ4_PFt�S, I RA7jNC
Installation Design Pressure
Metal studs -56mf _
• SEC�tlbnl D-g e�'+�gir'ir' �. o�,r,��,��-
r1tt3D1J4']' 8EV1S.rd1] t," 1W)T pflytins wipe tllo FlDMA
Ke aiu ylatg WWI A% Ic6uaitta Rh1l itl{r CueAo J; NQ
�� err ;� ActxptemCnx7o r,����n•a; a - , 2
STATF
OF
�>s,e .tm � �t r,��l• i4u �a�l�ro� �` '��• . �OR10 �+'�J
l.Ai3ili%QFF_tEM.SOJ_P.LZ �$N]'.f J_i�S7f 1�L9L41V�36TO,IL$ +~ NAN ii l
A All Installation shall be done In conformance with this Notice of Aocepttaii6d!t1WMAnufaoturer's
installation recommendations, and the: applicable sections of the Florida Building Code;.,
n Metal studs whttr0 HardleSaffit, Cemsoftlt will be Installed shall be designed by an Fncdineer or
Architect per the Florida Sutldlag Code and the requirements of this N,O.A:
2 The saftlt shall be installed over minimum 20ga, Norrilnal $4/8" X '1.6/8" Metal C studs spaced
a maximurn of 1£i 0,0.
-4 [mote 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114' long*
ribbed bugle head screw (or screw shall havd at laaM 3 full threads penetrating metal '
framing);the fasteners shall be spaced at W Q.C. at panel edgers and Intermediate studs; the
fasteners shag be driven into metal stude located at 16" O-C.
I 5asteners shsli have a minimum edge distance of a/8" and a minimum clearance of 2" from
iv Framing
PRODUCT REVISED
as com Lying with the Florida
Building Code
` 6.001n. NOA-No. 17-0821.21-
\ Expiration j3ple 05/01/2022
Ry
Miami c roduct Control
+
• pRpyDtjil' ULp gSED
ObUCT RENEWED 'ftzouoyn4imo bt 14� is t lC7F
as complying with the Florida 13�t1alia*c4lae tWlittx vl rxrri�
Building Gude -- Ap gp No ���,.
NOJ:-No.T 17- 0406.OB Av 'a"Va o-dTft-47 Qtl A,}I A
Fxi►Irat9tin {jp _
By u o"ntvdl
Mlatr,T-D d Product Control .�� a•
1y
PLO
17
U�l�A 1 i�4
Oslo
NOMINAL2.0 GAUGE 3-516"X 1-50'$TW-LsTUDs
FASTENED WITH 51E1` WAFER HEAD SORCWS (2 PCR TOP FOR MFTAL AND WOOD STUDS, PROVIS1ONS FOR DIAPHRAGM h0110N AND GRAVITY LOAD ARE
AND BOTTOM CONNE-(' TION) • NOT.PARi OF THIS APPROVAL. (MUST PROVIDE ALTERNAXE PROVISIONS FOR THE,,9E LOADS),
THE WALL AND SOFH'r FRAMES ARs TO BE DESIONFD v
BY THE ARCHITECTOR ENGINEER OF RE-OORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE --�--r -- --~ —�
cJ�A-0-130-0 IHARDICSOFFIT, CEMSUFFIT PANEL
THE SOr'I"IT is FASTENED WITH NO.818, 0.31a" HEAD INSTALLATION Dr --TAILS METAL, STU0 CONSTRUCTION
DIAMIFTER X 1" 1/�4 " LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL. HAVE. AT LEAST 3 � James Herrile Building Products, Inc.
FULL THREADS PENETRA NNO THE METAL FRAMING), PLAOE
SCRL--V1IS 6" O,C. AT PANEL EOGES AND INTERMa DIATE _ Fonta Elm Avenue
57UD3 � Fontiaria, CA:a2337
11 rie:909-366-6300 OWGND RE
Pax909-4?%0634 A PNL-PLK-SOPF
Creeator; C, Gonzales EMS III� �` 0" � bate:41241-101a SOE5r 12 OF 12