HomeMy WebLinkAboutNOAU.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RES01URCES (RER) Nriaml, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidq4t.gov/economy
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCANNED
BY
St Lucie Couniv
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 Miarmi-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI).
This NO -A shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Section
(In Miami Dade County) and/or the AHS (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 AH1 may immediately revoke, modify, or
suspend the use of such product ormaterial within theirjurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fuils 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 Sicling and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled'TudiePanel, CemPanel, Prevail
Panel; HardiePlank, CernPlank 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.
MISSILE 11-VIEPACT RATING: Large and Small Missile Impact Resistant
1ABELING: 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 1710.93 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 producL
TERNIFINAITON of this NOA will occur after the expiration date or if there has been a revision or cban.-e 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: Ile 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.
INSPECITON: 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 IVL Utrera, P.E.
NOA NO. 17-0821.21
MMMADECOUNTY
Expiration Date: May 1, 2022
Approval Date- November 30, 2017
* 1-ZF!/V 17 Pagel
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA 9 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; BardieSoffit, CemSoffit Panel;
Installation Details Wood/Metal Stud Constractiore', sheets I through 12 of 12, dated
04/2412013, prepared by the manufacturer, signed and sealed by Ronald I. 0gawa,
P.E.
B. TESTS "Submitted underNOA # 13-03IL07"
1. Test reports on 1) Uniform Static Air Pressure Tes� Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 2033-94
along with marked -up drawings and installation diagram of IlardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361CGQ-004, dated 08/24/2012, with revision I dated 04/25/2013, signed and
sealed by Rick Curkeet� P.E.
"Submitted under NOA # 02-0 729.02
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. AIT 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 CERTMCATIONS
1. None.
F. STATEAIENTS "Submitted under A'OA 4 15-0122.0411
1. Statement letter of code conformance to the 5h edition (2014) FBC issued by Ronald
I. 0gawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1.
Ogawa, P.E.
1710P-yi�
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. DRAWINGS
1. . None.
B. TESTS
1. None.
C. CALCULATIONS
D- QUALITY ASSURANCE
1. Nfiami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
k�zrl M1
F. STATEMENTS
1. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial
interest issued by Ronald 1. Ogawa & Associates, Inc., dated 07/3,0/2017, signed and
sealed by Ronald 1. Ogawa, P.E.
*11 rn/v 17
CarloslAKVLUtre E.
Product Control Examiner
NOA No. 17-0821.21
Expiration Date: May 1, Z022
Approval Date: November 30, 2017
E-2
wd
HEIGHT
I
-WALL LENGTH--�
Spacing at 161 0A
B -(' I - I -
P
1-07
J7
. . . . . . . . . . . .
I.................... .................... ....
PRODUCT RENEWED
as complyto With the Florida
Building C Ile
NOA-No.- 17-0406.06 3/w Min1murn Edge Visitant*
Exbirationzato 0510112022
PRODUCT REVISED
ME aernpi with the Florida
Building �' a
NOA-Hu. 17�-0821.21
Expiration Date 0S101 12022
M - WMJIF�3E=—
wvroduct Control
/I
MIA Sheathing fastener, as described in
�-Z— Note I
Panel fostaner, as described in
Nate2
I-lardiellatiel, CamparA
Provel Panel Sidling
WatemsistKie barrier per
Florlda Duilding Code Section
14D42
W thicl(I 5 ply APA rated
p"od sheathing fastened In
accordance wMi Florida Building
Code Section 2322.3
2"'A'q0' S-P-F Vv'wd 0-t �`
Ilia wall and sqffit firamesom to be designed
bythe Architect or Erinineer of Record In
oompliance with the Florida BuDdIng Code.
SEE
DSTAILA
PRQ0-U-QT-99AqMM—QN
HardiePanalb. CerpPenOW, &
Playas panel Sidgig m"lais are
nonasibedw fiber-oaMont pwducls
618-Gickl6plyAPArated tested in accordance with ASTM
*' 'too
p
�,.plywad sheaming In Cl ISe C<ade 11, Type A and meatIng.
acon 0
accadancoyffiliFlarlda the tertuirements Ofthe Felidu
1 d 9
Suldirig Wit Sectiort Building Code.
232Z3
231
E60womwim-
v *ter
iater-tebbil'A Width tength Thlcftess
r--� oarriair per Flame 4? SA.ItY 81161
BiAding Code
Secion 14042
2"X4'8-P-F Insmilation Design Prewm
Vinod Stals Wood Studs .76 psf
HardierGAGL ImpeCLROsIstafft-
Planks Installed over aw thick 16 ply
Cmpanel,
I'lovall Pam APArotLd p"md sheaftng
sum
Instaliatfon �h-jlj lba'�one In conlonnance With this Nofflaa of Acceptance. the manufachiroes
installation recommendations, and the appticable sections ofthe Florida Building Code.
Wood studs where HardlePanel, Cempanell Prevell Panel Siding VAII be Installed shelf be
designed by an Engineer or Archiled per the Florida Building Coda and the requirements Of this
N.OA.
Viote i] slar thIW 6 ply APA rated phwood sheathing Shaft be attached to the shxIs In
acoardancewith Florida Building Code Section 23223,
The siding parials shall be Installed over 518" thick 16 piy APA rated pW=d ahoathing suppodef
by a minMIUM of2nX4u "�F Wood Studs SPac8d a mmliMUM by 19' Q-C-
ENoto 21 The siding pariel fastener shall bea 21 long, 0='head ofmrftetoi� 0-09r zhenic
djagoatar� corrosion resistant siding will; the fasteners shall be spaced at(Y'O.C.at panel edges
and intermediate studs; the fasteners shalli be drivers through the 6164hick 15 ply APA mW
pW=d sheathing Into wood shift located at 161 O.C.
Fasteners shall have a mli�lmurn edge distance of 31'and a minimum clearance of 21 from
comsm
KARDIEPANEI,CEMPANE� PREVAILPANEL
jmmaxnoN DETAILS WOOD STUD CONSTRUCTION
James Hostile Hunding Products, InG.
ION1 ElmAvenua
Fontana, CA 92337
PNLrPLK-.SQFF
Crecior E. Gonzales EQ%Ls 1/2- = ILD' I Deo:412412DIS JOHM 10FIZ
I
FaMnerSpedrigper "a
Building Gode.$ectlan= 1100in
2 .3�
m fmX=
Fastener spar;Iry per Florida
Building Code Section 2322.3
PRODUCi REVISED
an compWIng With the Merida MCWC17REMED PRODUCTRENEWED
Building 41 go asto*T1yh*v;mft9o9i1w a3 complhAng with the Florida
NDA-Wo. 17-0821.21 sanding Building Code V
0610112022 7 0406.06
Expiration HOA-M.. '17-
4rt�x 17 -A
13 j Explmtl 06101120
Ifflanni-M4 Product Control
Froductombla 11y -L
I I-Paga-pmauct Contro
?R,11N*j
NOMINAL Z'X jr SIPIF WOOD STUDS 16� O.C. FASTENED
WITH 3-IJT led COMMON MLS (2 PER TOP AND
907TOUCONNE0110M
THE WALLANO SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
OLFAIRM
NOMINAL 516"THICK 15 PLY APA RATED PLyVXOD
SHEATHING FASTENED IN ACCORDANCE VVITH FLORIDA
BU[LDNG CODE SECTIOW23=
,Qt.AP-nM
THE PANEL IS FASTENED WITH T LONG, 0,223" HEAD
DIAMETER, 0.092t'SHANK DIAMETER, CORROSION
Rmqiswf� SIDING NAILS, PLACE NAILS am o.c. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
FramIng
Sheathing
IN
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGMACTION AND GRAVITY LOAD ARE
NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR7HESELOAOS)
HARDIEPANEI., CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Produas. Im
10901 rzlrhAvenLre
Footang, CA TiSS7
FaX909,427�-0634 A I I PNL-PL.K-SOFF
Creafor. E. GonzWeS V - 1-Le I -MI*!4=013 JOHM 2OFil
A
H
-WALL LENGTI 1
stud spacing at 16" 0.c�
11
as
V*h
caft
Fh*k%
A
VALL
MG
u
STATE
7 r—
PRODUCY REVISED B *-J NaUS ten 0.0. (typ,,)
as comphing with the Florida
Building Code 3ISP Minimum Edge Distilftca
NOA-Wo. 17-002j.21 - 1:16
sheadhing fastener, as
described In Note 1.
panel fastener, cis doactibed In
Note 2
HardsPaneW Siding
VVelpt-reillstive barrijer per
Florida Building Code Section
1404L2
I L Sis-, thick 15 ply APA rated
PRODUCT RENEWED plywood sheathing fastened
as complyina with the Florida to metal studs as ductibed
Building Code
HOA-Wo. 17-0406.06 in Note 1.
ExpiratlanD ef)510112022 20ga, 3-6141" X 1OW'Miltal C-0tuld
The wag and soffit frames we to be designed
By by the Architect or Engineer of Record In
nuand-so o Product Control
I compliance With the Florida Building Coda.
SEE
DETAILA
HardlepeneM. GemiparieW, & PfevailOD
Panel Siding materials are nonastlestas
Wil"Iftick/SplyAPArat fiber-cament products tested In
accordance with AM Ci 108 Grade 11,
plywosd sheaWrIg fashm6d
Type A and meeting the MqUirerriards 01
to metal studs as describad
the Florida Building Cilde.
In Note I
Wdth Ung% ThIdoness
4 8.9,10, 61180
Ouliding code,
cc
Sedon 14042 PAM" Em- MIE Rmcz
Imstaltallot, Design Pressure
Matal studs -104psf
Matal C-shid
Hardlepanef, Impact Resistant-
Panel Installed over 6184 thick 16 Ply
.(17n
companal,
APA Mad plywood sheathN
Provall Panel
Siding
k AD Installation shall be done In oonformance With this Notice of Acceptance, the 1118ruillicbIrsell
Installadan reloommandations, -and the applicable sections of the Florida Building Code.
0 Metal studs where H*rdlePariel, Cenipsnef, Prevail Panel Siding will be installed shaft be
deldgtiad by in Engineer orArdiftect per gle Florida Suilding Code and the requirements of this
N�OA
" 11 BIB!, Oft% IS plyAPA rated plywood sheathing shall be attached to metal studs at Woo
at panel edges and all Intermediate supports using a No.8-1 B, 0,3161 head cuarneteirX I-1W long
bugle head screw
The siding panels shell be Installed over BIB" #dck 15 ply APA rated pV*vM sheathing
supported by a minimum 20ga, Nominal M/Er X 1-618" Metal Cstuds, spaced a macdmm of 16"
O.G.
ENota 21 The siding panel fastener shall be a minimum No. 8-18, 0,9ifi" head diameter X law
long* ribbed bugle head screw (*or screw chilli hoe at least 3 full threads periet-ating metal
framing); the fasteners shall be spaced at W o.C. at panel edges and Intermedlate studw, the
fasteners shall be driven through the 66, thirk 15 ply APA rated plywood sheathing Into metal
studs located at 16" O,C�
P Fasteners shall have -a minimum edge dl stance of Sffl' and a minimum clearance of 2!' from
comers.
Creator: E. Gonzales
HARDiEPAN EL, CEM PANEL, PREVAIL PANEL
I NSTALLATIO N o ErAfts M ErAL STUD CONSTRUCTIO N
James Hardie Stillcif" PToduoK Ino,
10901 Elm Avenue
Fantana, CA 92337
FSCANO --rummo
PNL.PLK-SOFF
RV � 11-al Datr.41MO13 ISHEEn' 3OF12
610010.
PRODUCT RENEWED
as compf nq with the Florida
Building 08
NOA-No. 17-0406.06
RKplratl
FRODI.ICTREVISM
M"WpjyftWk&*&Fbdft
UY
vIi0DjLCrRE ED
."WiftwithibeFla"
PMVA WaCab AA
DW
0 p Y pra&d
E".15M
• NOMINAL20 GAUGF.r3Z18"X 1161W STEEL STUDS IS" O-C'
FASTENED NTH 6/8' 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
CoMpLIANCEWrTH THE FLORIDA BUILDING CODE
5dulmom.
NOMINAL sw THICK/ 8 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDs AT 91 OC AT PANEL
EDGE$ AND ALL INTERMEDIATE SUPPOM USING A
NO.a-la, W161 HEAD DIAMETERX 1-1X LONG BUGLE
HEAD SCREW
pp
*Np
Q
6NpL IS FABTENED WITH No. B-161 031511 HEAD
DIAMETERX 1-518' LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST3 pULLTHREADs PENETRATING THE METAL
FRAMING), PLACE SCREWS 6- OC. AT PANEL EDGES
AND INTERMVDI.ATE STUDS
EKpinifich
Cladifing
Framing
Shestw%
0.\*1 21
STATE OF
N 4
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD Allr�
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOAO$)
HARDIFpANEL, CEMpANEL, PREVAIL PANEL
INSTALLATION DOTA10 METAL STUD C014STRUMN
JaMel; Hardie BU[Iding Product, Inc.
iogoi smAvenua
Fontana, CA 92337
A i I PNL-PU(-BoFr
------- awkr 40F 12
Creator- I- Ganzalas ISQUE DaW412=13 I —
I
PRODUCT REVIIED
as COMPI with . Florida
Building =
HDA-Ho. 17-0821.21
a
PRODUCT RENEMD
ascornp Ing ujith the Florida
Bu -wode,
NOA-Ma. 17-0406.06
Eirphaillon
LENGTH�—j OP=TLA
jj� 11111fMckloplyAPA
1; -TF 1. 1 ) rided plywood
314- MnImurn I Edge Distance Ns He eat 16'
'Sheathing fastener. as
described In Note 1
Siding fastener, as
dascribPdinNotP2
HardiePlank,
camplank, Prevail
Lap Siding
Wate"e-oldve barrier
per Florida Building
Code Section 1404.2
50 thick 15 ply AFA rated
plywood sheathing fastened
jn a=rdance With Florida
Building Code Section
2322.3
20 X 4d S-P-F Wood Studs
The well And soffit frames are to be designed
by the Architect or Engineer of Record In
accordancaw9h
Molds Building Code
PRopum.mMEMM
HardialPlankill), Complanio,
PmvagM Plank Lap Siding materials
are nonesbesms fiberce mant
products tested in accordance With
ASTM rl Jae Grade II, Type A And
Meeting the requirements of the
Florida Building Code.
. .. .....
Section 23223
EAN9!�PMMOMsi
Water-reelseVe
VTdj� Length 'Thickness
barderporFloft
%9.1W Ix
aukiling Coda
'k
6 eallon 14042
N-MMMEMMN�
DE 'JPL
Z, X 4P ".F
Instagati011 Design PrOkurs
Wood swdu
Wood Studs -92 pst
......
ION
Lap Siding
Impact Resistant -
Planks installed over M" thick J 5 Ply
((YPL) rj,1111
tou x anso
APA rated Plywood Sheathing
thIckslartetsWip
M Installation shall badone In conformimce wfth this Notice Of Acceptance, me manuracturts, 4
Instaffation recommendations, and the applicable rections of the Florida Building Code.
Wood studs where Haideplank, Camplenk, Prevail Lap Siding will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements aftirs KOA
[Note 11 61g, thick / 5 ply APA rated pl000d shaahing shall be attached to the studs In accordarwo
with Florida Building Coda Section 2322.3.
orizontany commencing from the bottom oourie otthe van with I-11V wide
Planks shall be applied h 1141 vertically -
laps at the top of the plank such that the exposure Brea of each plark ls:� 8-
[Note 21 The aiding fastener shal be a 2-1a long, OM� head diameter, 0.09Z'shank diameter,
corrosion4esistont siding nag; The siding Is fastened z 8-11'40 O.C. vertically and 16" O.C. horizontally:
fasteners are driven Into wood studs through &81,, lbi0k 18 ply APArated plywood sheathing, fasteners
are placed In the overlapping area sippiti)dmately 314P from the bottom adge of the overlapping plank.
Verfl�aj joints shag to placed over studs.
'The Planks shall be installed oVer 616"thick 16 ply APA rated plywood sheathing supported by a
minimum of 2"X#1 S.P-F Wood studs soaced a maximum Of *15" O.C.
Fasteners 911all have a minimum edge distance of 3W.
HARDIEPLAN9, aMPLANIY� PREVAIL LAP SIDING
msTALLA710N DETAILS WOOD STUD CONSTRUCTION
James Hardie Building ProdWs, rnr-
A0901 EltuAvanue
Fontana, CA 0233T
A PNL-PU(4OFF
SHMT
creator: I- Gonzales 110ALS U2- - i-�V I- Date:4124/Mltl I
Building
PRODUCT REVISED
no "ropr Ith the Florida
ft.ildi.8 V
NOA-No.— 17.0821.21
PRODUCTRENEWED
as complying with the Marida
Building Code
0.761n 17-0406.oG
—Expiration DrAeOS/0112D22
By_ —
M1vunl1*dfi Product CaoW�1_
Fastener ci g per Florida
Building Code Seetbii 2322.3
BY MMUCX RMISED
Wk vrodbc:
A
FRAMIN
. NOMINAL 27 X 4F S-P-F WOOD STUDS 160 O.C. FASTENED
WFrH Z-1W 16d COMMON NAILS (Z PER TOP AND
BOTTOM CONNECTION)
4 7HE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
13Y THE ARCHITECT OR ENGINEER OF F19CORD IN
COMPLIANCE WITH THE FLORIDA 13UILDING CODE
9jHRArdLV
NOMINALBIWTHICK 15 PLY APA RATED PLYWOOD
SHEKrHING`FASTEN5D INACCORDANCEWMi FLORIDA
BLIILDING CODE SECTION2322.3
VAQAM
PLANKS.OW-RLAP 1-114P
THE OMSUR5 is 913-1/1V
1i4EPLANKS ARE FAcF "Lw WITH 2-me LONG, o.2mv
EAD DIAMETER, 0.092- SHANK DIAMETER, CORROtION,
RESISTANTSIOING NAILS,'PLACED 314' UP FROM THE
BOTTOM EDM OF THE PLANKAT EACH STUD LOCATIO�
Cladding
Framing
%L
No.
121
STATE OF
FOR METAL AND WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION AND GRAVIT? LOAD A
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARD I EPLAN i� CEMPLANK, PREVA14 LAP SIDI NG
114STALLATION DETAILS WOOD STUD CONSTRUCrION
James Hardle Building Praducti;, Inc.
10901 Elm Avenu5
Fontana, CA 02337
FW go PML_PLX_SOFF
.Up-0634 A I I I
Creatar. E. Gonmles [SCAM 1--1'0' DaW4124013 js�= (I OF 12
0
I
LENG'ri I
stud Spedngst lul 0,G.
i. SEE !!W"-qiDYAC-qTMM
DErAILA Hardlal?lankO, Cemplanke, and
W8'ihW6P1YAPA ProvaIND Plank Lap SIdIng materials
rated plyiwod eta nonasbestos fiber-�oarneft
..........
products tested Irk occordancewith
to metal etude as AS7`M Cli8g Grade 11, Type A and
J, V'v . meeting the racphzents of the
. . . . . dpxcdbed In No* I Florkla Building Code,
c-6
A. r11%1
LL . - "Ll, �. ?I ��
.1 t' barrier W Florida Pl. U
__ANKP _*W=
'Mckness
V91b
Bulkilrip We Wdth Length
I section 104.2 f 9-1& 12! 611W
C
con"I
; '�,209a, 340%X I-W
Metal C'slud installation Design Pressure
Metal Studs -92 part
- . . .......... Provall
< .
Lap Voting Impact Resistant -
PROW& REMBEI) AW Minimum Edge Distanca Nails at 16"
O.C. ft"P.) j.jjr tall y 61jil Planks Installed oyer 51811 thick 16 ply
as camplVnp wfth Mv Ylarift
BuRdI.9 CIad.
APA rated plywoca sheathing
NOA-N� 17-0821.21
EaPrMffan2&20Io112022 QZr&j"
a
All Installation shall be done In corrformance %fth this Notice of Acceptance, ft mentrbacturees Installation
Sheathing fastener, as
recommendations, and the applicable sectkins of Ma Fladda Building Code.
described In Note I .
Metal studs where Hardleplank, Camplank, Prevall Lap Skiing will be Installed shall be designed by an
5ingineor or Aro51W per the Florida Building Oode and the requirements of this N.0,A.
=11AV, FM L%c Florida
C"
[Note 11 516'thick 15 pl�/ APA rated plywood sheathing shall be attached to metal studs at 6"co at panel
JAWWOWN. Sicring fastener, as a
Note
edgassad all Intermediate supports using a No.&I 8, 0.31& head diarnstar x I-1W long bugle head screw
Planks shall be applied hoftntay Commencing from the bottom cou rse of the well with 1-114a vAda laps at
qWl- described In 2
By
the top ofthe Plank such that th6 exposure area of each Plank Is -IS-114!'verticalily.
[Note 2] The siding fastener shall be a mInlriI um No, 8.18, 0,316' head diameter X 2-4/V kng* bugle head
od HardlePlank,
screw over metal studs (�or screw shall have at least 3 full threads Penetrating metal framing); The sung Is
Cempin*
fastened!5 8.IA� 0. C. vertically and 16' D.C. haftontally; fasteners are driven Into metal "a through 518'
thick / 6 pyAPA. rated plywood sheathIrGftstanam era placed In thet overlapping area approdmately SW
Prevail LOPSIdIng
from the bottom edge of the overlapping Plank,
s
Vertical joints shall be placed over studs.
.
Water-fealstiV4
The planks shall be Instalkid over 51W thick 16 Ply APA rated Plywood sheathtng supported by a Tninhurn
barrier per Poeda
Zoe, Nominal 3-50 X 1-50 Metal (;�studs spamd a niwImurn or 1 ir O.Q.
,
Bwldhg Code
Fasteners shall have a minimum edge distance of 316".
Sidon 1404.2
)ARDIEPLANV� CEMPLANIC, PREVAIL LAP SIDING
50 Ibick 15 Ply APA rated
INSTALLATION DETAILS METAL STUD CONSTRUCIRON
PRODUCT RENEWED plywood sheathing fastensd to
James Horde Bddino ftclucts, Ino,
as complying with the Florida metal sWs as described In
100i FJm Avenue
Building Code Note I
NOA'No. 17-0406.06
Fontana, CA 92337
mpiration wuw 1 0�w�
uhe� u �83 'j 0004 No RE V
,W - The moall and soffitframea are to bedessigned
=2
Fay 900,4Z7.M4 A PNL-PLK-SOFF
OY by the Architect or Snglnear of Record In
ivilam I dA Pmdtjct Controt compliance with the Floilds BullcOng Coca.
F e des
Treator R. Gonzales am�u lirw 110- DaW4124/2013 IsKERY 70PJ2
8X01n. Cladding
13.001n.
FrarnIng
PRODUCT R9NEWED 5.001MOC -5hothini;
as complying with the Florida
NOA-No. 17-0406.06
Hulldling Code
expiration DatoOS/0112022
.cr REVISED
I Ing wantherjorica hgaml-DacP product Control
go 0
17-0021,21 ISED
In sto 05/0112022 wilbunFlarib
soiss" Cob
MA
3 Pmdmt Conual AompatanIfu. 121
DtAfta t�7
OF §
NOMINAL 20 GAUGE 3-5160 X I-&V'STEPL STUDS 16"
O.C. FASTENED MTH SW LCNG RIBBED BUGLE HEM
SCREWSCZP ER TOP AND BOTTOM CONNECTION) METAL AND WOOD STUDS, PROVISIONS FOR OIAPHR�W ACTION AND GRAVITY LOAD ARE
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR
BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
coMPLIANCE WITH THE FLORIDA BUILDING 00 DE
NOMINAL 618! THICK if 5 PLY APA RATED PLYWOOD
sHEATHNG To METAL SIU138 AT WOO AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18,0.315- HEAD DIAMETERX 1-1W LONG BUGLE. HARDIEPONK, CEMPLANK, PREVAIL LAP SIDING
HWSCREW INSTALLATION DETAILS METAL STUD OONSTRUCnON
-QW-WW
• PLANKS OVERLAP 1-1/411
• THE B(POSURE IS S 8-1W James Hardle BuIlding Pmducts,.Inm
• THE; PLANKSARE FAMNFO WITH NO. 8-18, 0.31!P 10901 Elm Avenue
WAD DIAMETER X 2-IN LQNG CORROSION- Fontans, CA 9M7
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL 14AVE AT LEAST 3 FULL THREADS ont" 9 00
j A T PNLPLK-SOFF
L
FROM THE B0TTOK4`iDGG OF; THE PLANK AT ��H Creator. I- Gomles Ise" I Date-4/240113 ISHEET SOF12
��IAnAYI^hl ! N:o7Z
MOA-ND.
Expinglan
T
WALL
OML-A
17-0406.06
kLL LEN
SEE MQUIMAGWREWK
at 10, O.C. DETATLA Hardiftsoffils & CemsoffbM materials are
nonasbestos fiber-ceme6t products tested in
accordance vAthASIM C1*186 Grade 11, Type A
and mesting the requilarnarits of the Florida
111 M Building Code.
MPIMM-p"MMM
2dX4PS-P-F
Wdth Length ThIcimass:
el Wood SWds
4 & 114,
PYALMMMURABATINA
HardlaSoffi�
Irfstallation DoQn Pressure
Ae' COMM
Wood ftda 40 pet
�jr
Nails At4' O.C. ftyp.)p� REVISED Z.
=ge Distance &'Ok*zv Wfib ft Rod& 6
Deaft CO& BuffftcD,100W $OMo. 4 21.
I/ a
rip 4aa STW Z
fW12 STATE OF
d
10
Wilt faslener, as
described In Note I
HardleSoffit, Camsofft
Midmum2'X4'&P-FWoodStW.s
The Will arid soft immes are to he
dosignedbytheArchttector
ENInser of Record In compliance
Wth the Florida Building Code,
All Installation shall be done, In conformance VAth 'Mis Notioe of AcoeptanM the manufacturer's
Installation recornmendafions, and tie applicable sections of the Florida Building Code.
Wood studs where Hardlo8offit, Centsofft Wil he installed shall be designed by an Engineer or
Architect Par the Florida Building Code and the requirements of this N.O.A.
The soffit shag be Installed over minimum 2W' ".F woott Studs spaced a ma)dmutn of 16" O.C.
[Note 11 The soffit Wener Shell be, a r brig, 0,M1 head diameter, 0.09r shank diameter,
corrosion resistant siding nall; the listeners shag be spaced at 41 O.C. at panel edges and
Intermediate studs; the fasteners shall be driven Into wood studs loostod at 18ft d.C.
Fasteners shell have U mirdmulm odp distance of WwO a minimum olearance of r from comers.
Creator I- Gonzales
f
HARMOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James HardIs Building Produetz, Irr-
10001 Elm Avenue
Fontana, CA 92337
FWMND
-BOFF
iw - v cr I oaw-4tz4wi3 lsuwr 9 OF 12
CTRIEIF 9-0 PRODU RENEWED
W
S: th Fi"Ida
th the Florida as complying with the Florida
Building Code
rj
NOA-No. 17-0921.21 NOA-Ko. 17-0406.08
expiration no b 05101120 Expiration Dole OSIO112022
By—
mlom�-o do Product control F7
T ft`Zxam1-v&'r Product Control
PRabui7TRmsED
0 awoldril wkk dw 011"I&
nwdir�3codio . Badiogaaft
AWpuewXo� W-44 Aueplasw 1,fe [�-V3 U'6
w . EW)TrwjoqDdv. f 7
WPM[ P"%kV#
. . . . . . . . . . . . . . . . ... . .
ffm-w�
NOMINAL 20 X 4,&P-F WOOD MOS 16" O.G. FASTENW
WIT-1 3-1W 16d COMMON NAILS (2 PER TOP AND BOTTOM
CONNFCTION) -
THE WALL AMD SOFFIT FRAMES AR5T0 BE DESIGNED BY
THE ARrHITECT OR ENGINEER OF RECORD IN COMPL[ANCE
WITH THE FLORIDA BUILDING CODE
THE SOFFIT IS FASTENED WITH Z LONG, 0.223" HEAD
DIAMETER, 0=1 SHANK DIAMETER, CORROSION -
RESISTANT SIDNO NAILS, PLACE NAM9 4K 0.0. AT PANEL
EbGas AND INTERMEDIATE STUDS
L
CladdIng
FiamIng,
STATE Of
FOR M ETAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NO'r PART OF THIS APPROVAL (M UST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIF9OFFrr, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James HWTO 61111dIng 7recklcts, Ino
10SQ1 Elm Ayenua
FonWA CAV2337
N-1614MI.-I-11r; I M1
0-- �.R �'Mm
lim
-WALL LI!NGTI
d Spacing at 16" D.C.
APRODUCT RENEWED
I Ing with the Florida
n
d 0
NOA-Na. 17-0406.
ILL
MGHT
Explmtlon 0221
By
Mlarnf-DOdIf Yr-Oduct Canbrol
PSIM16
I NsilflatB"O.C�Np.)
We' MInIrrum rEdge D6-Mce_
SEE
POPPim-111FACHIMAN
DETAILA
HardleSoffitO & CemaDMO materldIs
are nonaebestos fiber -cement products
tested In accordance wUhASTM 01185
Grade 11, Typ&A and medng the
requirements of the Florida Building
Code.
/Metal 04Wd Wdth Length ThIcImess
4 v Ile
Cemsoffit Install
metal
MODUCTREVISCO
PaODUCT REVOED "COMAybowltutheflodb
By
Ubw Pmdad
37ATE 01:
40
ONA L MO"
. Al Installation shall be done In conformance Wfth this Notics of A=Pt6n6V*WMhhufaohWars
Installation recommendations, and the applicable sections of the Florida BuIldIng Cod e.
lastaner, as A MOWI studs where HardleSoffit, Cernsoffit will be Installed shall bo designed by an 5nillneer or
rIbed In Note 1 Architect per the, Florida Building Code and the requirements Ofthls KOA
a The sofilt shall be installed over minimum 20ge, Nomlilitl X 1.WV'MeW C-studs spaced
a nm)dmum of Is" OC.
HardleSoffit, Cernsuffit A Uiote 1] The soffitfastanershall be a r(dnlmum No. 848, 02150 head diameter XIAM long*
ribbed bugle head screw (1cr =ew shall havil at least $ full thirogda penetrafing metal '
framlng),,Ihe fasteners shall be spaced at V* D.C. at panel edges and intermediate studs; the
fasteners shall be driven Into metal studu located at 16h D.C.
Fastahers shall have a minimum edge d1stanca of WEP and a minimum clearance of 2' from
comers,
I C-atud
zigned by the ATchitect or Engineer
of Record In compRance with the
Fjor�s Building Cods,
PRODUCT RENEWED
comp" ith the Florida
Building =ew lb
NOA-No. 17-0406.06
Ex'01ratlon 0510112022
By
m1arm-uAdf Product control
fm. ]NO
• NOMINAL 20 GAUGE 3-518' X 1.618"STSEL SMD8 i6o O.C.
FASTENED WTH 60 WAFER HEAD SCREWS (�2 PER TOP FORMETALANDW
AND BOTTOM CONNECTION) ' NOT PART OF THIS
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR SNOI NEER OF RECORD IN
COMPLIANCE VdTH THE FLORIDA BUILDING GODS
THE SOFFIT IS FASTEN ED W[TH NO. $-I 8,0316'H5AD
DIAMETER X I-1A � LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW S)4ALL HAVE AT LEAST 3
FULL THREADS PENFMT)MG THE ME�r& FRAMING), PLAC211 I
SCREWS 60 O.C� AT PANEL EDGE$ AND INTERMEDIATE
Claddlhg
FmmIng
PRODUCT REVISED
".amplea wfththaPtorida
Building o e
NGA-No. 17-0021.21
Explrat';WT-511-0112022
By
rAlami-eado Product contm-r
I 44-V
?
Z
............. .
OD STUDS, pROVIsIoNs FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
APPROVAL tmtjsT mcmOE ALTERNATE PROVISIONS FOR THESE LOADS)
Creater, E. Gorawes
HARDIESOFPR, CEMSOFFIT PANEL
IN�TALLATION Dams METAL SYLID CONSTRUCTION
jalnes Hade BUIdIng ProdLlcfEl, Inc.
10961 Egm Avenue
Fontana, CA 92337
IZE FOIANO bmNp
A PNL-PLK-SOFF
AS in. JW Dats'.412412013 J'A= 12 of: 12
I