HomeMy WebLinkAboutNOA PLANK & PANELS FIBER CEMENT,
MIAMI•DADE
AtIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
. 11805 SW M Street, Room 208
DEPARTMENT OF REGULATORY ANI3 ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
130ARD AND CODE ADNIIiNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.gov/economy
James Hardie Building Product, Inc.
10901 Elnr Avenue '
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material 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" Plaillts and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT:, Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardicPlank, 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.
MISSILE IMPACT RATING: Large'and Small Missile Impact Resistant
LABELING: A permanent label with the manufactttter's nacre 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 1.710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOr1. # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0122.04
Expiration Date: May 1, 2017
Approval Date: April 9, 2015
03/30/24l S �+ He C 0M I --
James Hardie Building Products,, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSofftt 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,
N2:9
B. TESTS "Submitted under NOA # 13-0311.0
1. Test reports on 1) Uniform Static .Air
2) Cyclic Wind Pressu
along with marked -up drawings and v
and HardiePanel, prepared by Intertek
100733361COQ-004, dated 08/24/20;
sealed by Rick Curkeet, P.E.
"Submitted) under NOA # 02-0729.02"
Laboratory Report Test
2. ATI-16423-1 PA 202 & 2
3.. ATI 16423-2 PA 202 & 2
4. ATI 16423-3 PA 202 & 2
IVY1 iCftA1AdNi;,S5()(:1CatCS
1800 814oiitceet Vero Beacr,
D. 13 Q•ITY ASSURi CetHis Correctec
[3 4jected Miami-D JJPRgJVFJt rmf R
E. O AWWWT hERTIFICATIONS
1. None.
This review is only for general conformance
witt�,, the des] n concept of the project and
F, geR�'t �'�h the information given
in 41p Con eg I."neion :
this re= d�l l't'6"13t s Itq*
complw" tents of the plans
and
shah not rat itdu t+s• Hof an omem* of
rtt
nducts approval
whfah an flan Is a oamponent. C
responsible for. dimensions to be confirmed
and correlntPrf at the iobstle 111fofmaGon !"a'
ne la:
Is r
Mills, Short &Assciat
sknn 8th Street, Vero Beaches
FBC, Ttfi 43Corrected
tlfa`Mi-diagram of lam, ie
Sz�i
�ices NA L , est ReportNo.
tithed 04/25/2013, signed
for rn" cortformence
and
This �� � ��spt of the Project
with the deli t the information given
moral ions or
in the = pmentsS rBuring
I shop �ose �P,
f this rov� requirettt�gtl '',
i a ta"APProvel�f� `Sop•
shell not lnctuds ipprovel o
which the item is a component. Contractor is
responsibis W. dimensions to be confirmed
deleted at the Obsits: information that
and
.Pertasorely tothe fabr►c�ion processes or to
the rttsatts, methods. techniques• sequences
of
sand orocedures of �pnst�Ction narf naiormi an all
work in a sate
Date �I�8y —
ce to the P edition (2014) FBC issued by Ronald
10/26/2014, signed and sealed by Ronald I.
E-1
. 03�301� 15
Carlos M.. Utrera, P.E.
Product Control Exaininer
NOA No. 15-0122.04
Expiration Date: May 1, 2017
Approval Date: April 9, 2015
7 3� far AA
dig. (?
^'t5 td:�"..i'}�ri � +£/!7rc• �Ly�Sit,,u�t3 �3�i�i
!SJVf iS/•`�♦ 1gni
10
ail l� Esfdl F� KIt4J Eid� 6'�1 �i�iB �`i: S'a�Trf:.9 £Sy
i s�heiil�Z7$d �e�
PWW 6.3.'�."'•ats�•4'�' ,
i 4
'iY:C,ri9 :',�y? d a r...l r7-�i, ^•i'`�i' i. ,s i� ^,
t:!:r� ft�r; ry ,�° hrau s•. � .t� ��;� hrs�a, �� � S
t GIs, •�r��,rd :s 4?C f jtwtiil�� i, l f 4 i
iC)P.ja2ai?g;�1 ¢3sTs3 fide s' -v 3; ` i
wa_ , �.� �: L? ' . �.t��t� :`.• 1rNi'i tOif E C 3 'd3493+ trf "ef b '�}i3v tit
---- --•-- _,._ �..,,..�x,oa�, ,.._ fJ •:u t;3 ��r � 3�`•Y V`�7 5�+�;,}•EY.? �'+� ?:�% '�.�: ;'���+t
....•.-,.�._...� R:3V1� frG!��fY!}Ctt41 .�#?f EiiiYls FiJi'ta.::;c�,�oL•� f}y"}�#fb3�
leyftpi?i3/
. '. iT3'S.� ifJt,,t9ij,'".e7tl.•' v�'�1�iirS"k %�F1 e.`1y ru,�l4�v't e`'„i'�
�� Fa4�i� � �¢tt�5f`cTiifiS��64. •�3t39 j%:Tk�.J
PieQdS v°s't'ret�i'w 1u to ii.�%�'DJ'.a A x?'1+'i2�"[i�.,tt�mmaar�'
.cs:fie lsi.3 e;� its 10 ��jr�„°afgq J lbt r�tr; ��tti, i.,u' i
' �� tw.a�%�•f�71�''�.! .s+°+�34T•'aSF.°pia �7 {"�.i �.FS� ��+rA F'�er�.��i�
saiezuO9 3 J'apco Buspline epuold 8414; 9► aouelldwoa
zt do t sa3►+s Sbozrbzlb -oleo 4 :L =.ZJL 3-tr�s O�O up psooali p muleu3 so pai!4and a14 Aq
jdOS�iid1N"d `d te9o-1Zb-606 Xed ��, aq of we saute �yos pue Ili^ aLll
av � 3zts 0o£9-95£ G06 :auogd sprgs pooM d-d-S,.b X ,Z
L=6 VO'w%uod a £ZZ£Z uogoaS aPoO
anuaAV Ue t060L SuIPLn$ eppolet 4:pm aousPOWE
W 'wnpoid Buimin9 apm4 samr ul pauarw4 Bultaeags po=Ald
Palms Vdbr 4d 9 / pti4 .09
NOIL7nwNOQ On1S (loom SIlvj 3a NOLLVnV.LSN1 Is
13NVd'11 A3Md"13NVdW30 `13NVd3la21VH
�ssama�
wosl „Z;o aoue mp uurwlulw a pup „R e 40 aoueWp a6pa wnwMLu s aneg llegs ssau0W8= ■
'0'O 41 W p;geoq spnis pooh olul Bulglea4s poomKid
pa381 Vdd Ad 9 / )p141,M a<R 46no Lp uanlsp aq Us4s sraua ag; !SPrgs aletpauua;u! Pue
sa6pa laued le '0"0„9le paoeds aq UNS sOMW4 a4; :lteu eu!pts lue;s!m uo!sosJoo 'Jalaws!p
Xueys „Z6U'0 `»awe1P P M£ZZ'0 'Buol .Z a aq lfe4s jaualsej hued 6ulPls aql fZW ■
•0-0.91,;o wnwpww a paoeds spr4s poonn;l-d-S MVX„Zdo wnwlulw a Aq
)Woddns eugeage poomf4d palm Vdb /(4d S ! )p!4t .SJS JOAO Pallelsu! aq Uegs slaued eulpts acl j, -
'sZZSL uo4mg spo0 ButpUne eppold WA aouspsooOL-
ul sprr;s 814 0; peLp%e aq Ue4s 6ulcpaLp poomAd pales `ardd Ad 9 / )p!La .WS I t�N0 ON 0
s1413o spmum!nbas agl pus 8PoO 6pppq epllold acg sad VVPLPIV so saaulBu3 ue Aq pauBisOP
aq U8 f�Uelsul aq U.gm Burplg IaUed llenasd 'lauedura0 'lauedalp aH asa4nn spn;s Pooh► •
•apo0 au!plm8 eppold 94� jo sugpas epm!idde eta pue 'suOPPuawwooas uogeileim
s,Jasrgos}nuew awaoueademv p a34oid sP LWm 80uewJ%uoo u! auop eq ilegs uollellelsu! RV -
SIIV-)M NOIl"VISNl 9NRIGI5'13NV—It7%13i21a `'f3T1HdW3��` 03N�d31�21�IH
Bu!glea4s poomAci pap, VdV
Ad S 13pl4i ,aG servo paMU! gUgd
—;u%stsaS pedwl
jsd gL` SM POOM
amssasd 116-wa u0481epul
JN11�Id 3�lf1SS�21d N91S3�
.9t/S AL'6'8 V
ssau)apU gl6ua`( LAMm
"sHoisN3urla -t 9-
•apo0 BuMMS
zppgd agl jo quounupbas agt
eugnLu PLO V WAI 'li ape-r`J 9n LO
11w Qm GOU%wowe w
spnpwd was-saq!l you
We sleuagew ougxS 1"Cl ®LMAald
,g '�attedata0 'cs�}ausdaAjt=H
NOI1d��S3Q 1�f1�2'ld
Bu!p!S
laued i!eftwd
gauedurao
lauedaPeH
sprg5 pooM
d"d'S■0XX
rmwL u0pS
apop Bu!pre
epuold lad jauteq
sak4%0M
S-e N0110*5
szm
U04on apoo 6gpm
epuoy 4w aouePoxe
ul Sv>LpwW pm-Fld
pMm ddd lid 91 PR AS
Zt► K
uopaS apo0 6gP1ine epuold
sad japseg anggstsas-jWM r
. 1
6wPtS hued llenasd
'f9usdwa0 'lauedalpaeH i
Z aloN
ui paquosap se 'Jaualsej iaued
t ZION
ul paquosap se'saua;s%BU.NM84S
aauelslq
(dfq) '0'0 u% 38 sUeN
Ell
wnwmwu =
V 1Pd13U ^O'O.9L 18 BunedS pn4S a
33S HLE)N3 f TMM
T1VM
i.
Fastener Spacing per Florida
Building Code Section 2322.3�
1.
-pitOi7IJC'i'>RlEVLS�D -
evre+latiro-Ffa�ida
'Ab 2
wwL•
F06KING
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH•3-9I2' 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 Wf1'H THE FLORIDA BUILDING CODE
SHEA�Fil1YG
• NOMINAL S/V' THICK/ 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322.3
CLADDEK- Q
■ THE PANEL IS FASTENED WITH T LONG, 0.223" HEAD
DIAMETER, 0.092'•' SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS G' Q.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Fastener Spacing per Florida
Building Code Section 2322.3
STA
-I� � o�Fss coR
/ Cladding
Framing
. 9
i Sheathing
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVrIY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
4 HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
,fames Hardie Building Products. Inc.
10901 Elm Avenue
ki
ru 3wi ta, vn a`wj
Phone: 909356-6300 srE 's'3 'o DYM NO
Fax 909-427-0634 A PNL-PLKSOFF
Creator E. Gonzales SCALE 1" = T-0" • Date: 412 I2013 SHEV 2 OF 12
1
ZL do s ins epuold ay} y}tn aueildwoo
£mUt, apa saIMU09�1o;eaJO -apo0 6upls +
b M()-LZb-606 xed u! PJooa1:110 Jaau!6u3 Jo pagt.C-UV GLR A
t ddOS-Wld-iNd pauBpOP aq o; aJe saweg dos Pue IIWA 041
nos oNsm0 --i-otaMSA 3ztS fl0E9-95£-606:9ua4d pn;s-0Ie;aW',.B/5-L X.Si-O-S'e6OZ
I.MW vo 'eue;uod _ e L ;40N u!
anuanV wa L060L paquosop se spnis le;aw o;
`oul 'spnpoid 6ulpl!ng alpiaH sewer pauape} 6ungeatle poonn�ld
NOU:)nUSNOOO1JS lIVJ3WSIMUCINOLLVIWISNI PGIWVddf+ldS/)p!ta,�8/5 �_—
l3NVd JIVA3dd'13NVd W3:)'l3Ndd3laHVH
-- - •s.iaw00
woe} „Z;o aouemap wnwtuwa pue g/go ousip 96e wnwiunu a ane4 Ileys Woualse3 ■
'O'O „% 3e paleool sPr4S
le;aw opul 6ul4MBgs pooMd poW Vdd Aid 9 / Pjt4 „819 eta g6nmg uanup aq Ilet.ls mum%
ay} spnis ale!pauua;uj pus sa6pa Iaued ja•O.O „9 ge'paoeds aq Ileys sJaualse; ay;'(6u!we4
Ie;aur 6u!Zegauad spean;i i1R S i�l W OAe4 !le4s Maras Jo,) mars peat' al6nq pagqu ,6uot
.8/S-L X aalawelp pea4 ,S9 S-0 `9" -ON wnw!ulw a aq llegs jaualse; hued 6ulpls of LL [Z O;ONl
'0'O
,,gL;o wnwaew a paoeds sprus-Q le}airlt „8!S'L X,.q&e leUlwoN 'e6oZ wnwtww a Aq pavcddns
6utt{leays poorautld pale) VcIV fqd S / )pIta „81S ian0 palle;sur aq tleys slaved 6ulp!s a41
mans peat' al6nq
6uol „7/L-L X gawelp peat' „gWo'9VTON a &qsn spoddns;Kmpauua;ul Ile pue s86pa laued la
00„ 9;e spn;s le;aw oq paWene arl Ilecls EwLgmcls powtd Palm VdVAd S / )p143 „8/S [b ;wNl •
YO'N
•stca;o quawaimbai atg pue opo0 6u!pl!ng eppol3 ay; Jad parLrxv to saaul6u3 ue Aq paul lsap
aq Ile4s pollelsu! aq Ilm 6uipis lalled 1!ma+d 'Iauedura0'lauedmP'BH-wOLInn spr4S 1148W w
-apo0 6wpl!ng' epuold ota;o suotpas algealldde aq; pue tuot;epuaunuo= uogelleisul
s,Jaungoe;nuew ayl 'aoue;da=V;o ao40N s!l{1. LWM aaueuuo;uoo ul auop aq ilws uogepRsu! IIH ■
Slld1.3O NOiI�`I1�%�SNI JNiO1S�'i31�Vd�1�A921d�13Nti7dM—O =LaTIVd31Q3M
bunl;eays poomAld paw vdV
Ad 9 / pka .9/9 JOAO PaIIR` U! Iaued
— que;sisaa pedwl
3sd J ov sp►4s lelaw
amssad ul tsaa uogellelsul
�T11.EtJ21 �1'1SS3'�d I�EJfS3�
„9L/S OV6`8 ,Y
ssaLDPl41 LOUT! IPPM
sr�oTs�w�a =l3niva
•apoO Out
prne ep1JOL-i v4
to s;uawaJ!nbaJ aig 6ugaaw pue y WJ_
111 apejJ 98 L Lo wi-SV 49m 8=AJoao13
ut polsaq spnpoJd vawao-.ragr;
so;segseuou aae sleveww Bum wed
®fleAadd � '���0 'tl�iau�lPleH
I�OLLdj2i�S3Ci .L�fia02fd
Buns
Iaued I!enaid
'lauedwao
'IauedalpJeH
PrP-o le'JaW
X.9/9-£'e6OZ
Z-YOpL uolloaS
apoo 6ulplmg
epuol j jad jaweq
anDS!saraa;eM
OWN u!
paq-wsap se sprgs letaW C4
pampq 6u143oo4s poom�d
PMei Vdd &d 9 I)A!R1.Wg
9: d=9
Z'xY?t
uogaaS apoo 6ulpling epuou
Jed iar ueq angs!M-JB;eM
6uIP!S ®lauedOPOH
Z a;oN
u! paquosaP Se'laua}sR. Iaued
'L ZION III PBgUMGP
se Jaunm 6uMENS
(•dfil) 'a'O „e 9 �stleN aoue;s!cl
01,
r��
1W CK
�f111f.!�Cf
wnwiu!W UK
' i-
I 1Ta
V-Ild.L3G '0'O„9L;e 6u!oedg pn;S
9aS HISNEn TTd
TIVAA
1
6.00in.
. pSLODlACr>�1r�
asoom�yafgwaht>be
/ 4;tf O
47
F?AIkI NG
■ NOMINAL 20 GAUGE 3-5Z' X 1-5/8" STEEL STUDS 16" O.C.
FASTENED WITH 5/8" 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
COMPLIANCE WITH THE FLORIDA BUILDING CODE
sHgA NG .
x NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
N0.8-18, 0316" HEAD DIAMETER 1 IM LONG BUGLE
HEAD -SCREW
W111 Mbn
THE PANEL IS FASTENED WITH NO. 8-18,0.319 HEAD
DIAMETERX 1-518 ° LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
I I I /I I , Framing
It
t • t Sheathing
1I
II ,
I I �
ICI i.l
+ Flo OGA
t► I +,t—
—
t
0• 121
t.l �
I I I i 'AC O�
STATE
SfONAL
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products. I=
10901 Elm Avenue
• Fontana, CA 92337
DWO NO RE
Shone: 90"SS-6300 Sri FSCM No
Fax 909-427-0634 A
PNL PLK-SOFF t
Creator. E Gonzales SCAB 1" =1'-0" Date. 4/24/2013 SHEET 4 OF 12
n -qo 9 MBHsI £L07/trZlti :a1ea - „0-,t =„ill
d30S-M1d-1Nd I I d
is m do 'euguo3
anuany wl3 L06oL .
-auj -gmpwd Bu►pLnB apei-! rawer
Nou:)n .LsN0o an- s a00M SIIVJ30 NOLL• MWSNl
EJNMIS dV1 IItrAUd `)INd'IdVti3'J `ANt WICIUVM
sa{ezzuo0 '3 :lolea�0
-spoo fiulpl!ne eP!lold ay141!N+aouerjdwoo
u! psooaa;o 1aau!6u3 ao pallyo ly ayl R4
pau6isap aq of we sawe4 WOs Pus 11" ayi
ggg0-LZir 606 xed
0089-98s'606 :auoyd
spr4s PooM3-d-S Wlr X,1Z
>rzaEz
-
uog *S apo0 6u!plmg
EPPOU tMm 8OuePJ=8 ul'
psualsej Su!yleays pooWld j _„r--
��'/
PaljMddllldSlXo!41,8/9.ifllll
•, ;o aouelsp a6pa wnw!u!w a ZAN 11e4s Wu%wd
'010 ,.91,;o =tzkmw a pooeds spnis pooh^ d-d-S „tbx,Z;o wnw!unu
e iq papoddns 6ulyleays POOMAld palm i/d`d Iqd 9 / )p!1Il N8/9 JOAO Pallelsu! aq I►e4s queld a_L •
-spas aano. pooeld aq 11e4S slu!of PmgJan •
-.jueld 6ulddeµano ay;;o 86PO wol;oq ay; tuO4 .b/S I►Ialewpcdadde ease 6u!ddeµano ay} ul peoeld aie
s�aualse; ,6ul+pgtIs poomAid pale] Vde f[d 9 / XOM -9/9 96noly9 sPr4s Poom olui uanup ale sjaue;Se}
�tlleluozuo4 '0'O „9L pue f4lEO!Llan '0'O „b/L'-9 s Paua� s! 6uip�s a4� :Leu 6uipls;ugs!saruolsosloo
8.1%oweup Xue4s „z6vo ,jolawelp peat' „S ,O '6uol ,7 vz a aq 1104S aaua m 6ulp!s a41(Z a;oNW r
-�(lieolllan „1s/L-8 5 splueld 43ee;o Sale asnsodxa ayl ley} dons Xueld ayl;o dol ayl le sdel
apw► „.b/L-L 4l!M 11eM a4l;o awnoo woUoq ay; wou 6urouawwoo �llguoaioq pagdde aq t{eys sXUeld ■
S,= uopoae apoo 6u!plmS ep!.lol3 43!M
aousp1=8 ul sprgs ay; of pmpg#,E aq Ile4s 6ul4ea4s poomn jcl pale) vdV,6ld 9 J Xo!4l „8/9 IL %Old -
'tf-O-N $-lyl;o sWawa►mbei ayl Pue apo0 6u!plme EPuol3 814 sad laZP4wV so Jeaul6u3
up_ I►q pau6!sap aq Heys pallgsUl aq IIVA 6wp!S dwi I!enald hIue!dwa0 ')lueld8!p1eH WOLI ► spnas PooM - —
-apo0 6u!pLn9 sp!AOW ayl;o suonoes a!geogdde ayl PUB 'suogePuawwo= uo-rzel{gsul
s, amp%nuew ag 'aoue;daooy;o 8ORON s!4l 4l!M aaueuuo;ua� u! auop aq nays uor}e!!gsU! llb
tf Ira�5o7�b"inVA.Q1 tt�6Nlais n�ir�idild" friv +�o ti tn�f a8�rr=+
dws.lMMS)P4t
6ulylea4s pooMd p8;M t/dV „ %/9 X R%-t1Vt
Aild 9 / EOM „8/9 JOAO PaHBZSU! SXUeld
—tue; pg8laedwl bu!P!Sdel
jsd Zg- SPM PooM
svgs PooM
dS.q X.z
ainsmd u6!saq U04%gsul
�niuda ��riss3iia �v�is3a
z-robL uoa�as
spoo WPM
,ZI. .Zf L-W apuo13 rad jzumq
ssau)Pl4., 416ua7 41PM
SN�ISNIAIrd-"13N�cf
I-fageM
g-= uo4Was
-apo0 ou!pl!ng ePuo13
apo'J eupons epuoi3 �p!M oomwoan:
ayyo sluawannbai eta 6u!laaw
U! owq s
pue-VadA.L'jl OPPJO 9sLL0 WJ-SN
L aouspjo�e ul palsal SpnPad
pond paw
luawao-}agy solsegseuou ale
brdtl ICid 9 ! Xo!4l „8IS
sleualew 6ulp!S de-1 XLeld (s�JIMId
_
R 'Wu9Idwa3 'WU8IdG!PJ8H
rioudl��s�aTnao�
33S
z,"WI. uo!lvas apo0
8ulpling epuo13 jad
raweq anns!sai-AWAA
6ulple de -I
{!enald 44ueldws0
'Xue{d81P1eH
Z WN u! paq!msap
Se lauelse; 6u!p!s
L OWN Ul pag! asMP
se `iaualsa; 6uaneays.
H1JN3i
sa
SJ OK WOO
glrq� qWr •
wnw!u n „v/s
_ r
'0'0 19b le
8
,nvm
Fastener Spacing Per Florida.
Building Code Section 2322.3
0.75n
A=0ft8ft No
s3.25in.
in. OC—►j / Cladding
�— - I • Framing
71
Fastener S Pa lig er Florida P ( Building Code Section 2322.3 Sheathing
FRAMING
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 1S" O.C. FASTENED
WITH 33-1/2" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SH T_L
■ NOMINAL SM' THICK / 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322.3
_C_i.�1,.ODiI�G
■ PLANKS.OVERLAP 1-1/4"
■ THE EXPOSURE IS 58-1/4"
■ THE PLANKS ARE FACE NAILED WITH 2 1/2" LONG, 0223"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION.
RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION
. Z-
PROU= REVISED
2�
,►�.�,..� na1Sd/Z . No. 1
S' rro�.�errowoi = �' STATE OF =��, ``.
�4NAIL
fit
'FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANDLOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, InQ
f 10901 Elm Avenue
Fontana, CA 923--37.
Phone: 909-356-6300 FSCM'O DM NO
Fax 909-427-0634 A PNL-PLK-SOFF
Creator: E. Gonzales SCALE 1" =1'-0" Date: 4/24/2013 SHEST 6 OF 12
ZL d0 L MHsl £towelo mlec I ,.o-,L =„zn mvosl saizzua0 'a :loleajoJ
i I ddOS->4 cFlNd I d
AB ON anno ON WM Sm
)-TMVD 'eueluod
anuany wp 106o1
'aul `spnpaid 6wpimg alpleH sawer
NOLonvisN0o crus wim S11y13a NOLLYllV.LSNl
MEW dV711VAUd `ANYWYM `>1NV1d3l(3MVl4
-„8/g 3o aoue;slp aSpa wnw!ulw a ane4 I" steed ■
'O'O X9 Ia wnwpcew a pooeds spnv�-o 14aW .,9/s-L X „S/4-S !eulwoN 'BSDZ
wnw!ulw a Aq palsoddns Bu.mrwNs poawfld pop ydy lyd S / )PI4I „8/S Jana pallem! aq pe4s sxueld a4L .
•spn;s sano paoeld aq IIe4s s;wof leO POA .
olueld Bu!ddepano a4;;o a6pa wopoq a4; w04
,v/£ 14epw!xosdde ease Su!ddepano a4; ul pooeld ale sraua;se; '6u141ea4s poonn/Ild pa;el ydy did 9 / %om
„ 8/9 46noJ4; spins 1%aw o;u! uanup ale ssaua;sej V4P4uo2!Jo4 '3'0.9L PUs Aleoglan 'O'O „b/ Ve s PauaISP4
s! 6u!pls a41:(Rulwp4 lepEu 6ule.gauad speang Il4 S Mal Is ane4 lle4s MaJOS lo,) spn;s p4ew sand anasos
Pea4 al6nq ,Ouol . /G Z X salaump pea4 ,S�E'o `8b- 8 -oN wnwlu!w a aq 11e4s M94M 6uRs 841 YZ MONI -
-1(Ileoglan .b/L-8 S s! xusld 4mm 10 ease alnsodxe a4; W4; 4ons xueld e4i 4o do; a4;
;e sdel ap!m ,till.-L tam IIm a4I3o asmoo wogoq a4; uJ04 6ulouawwoo Alleluoquo4 palldde aq Ibis sxueld ■
malos pearl al6nq Suol �VIVl xJa;asumP PE94 ,S 6£'O 18 VS -ON a fwlsn slJoddns a;e!pauu%u! lie pus sa6pa
laued Is ao.,9 Is spMs lelaw 4 pgtp4le eq Ustis SuI4lMs powAd pale) ydy ICId 9 / >pna .S/s U a40W •
VO*N s!E4;o sluawWbaa at4 pus apoo But
plm8 epuoL.l 94;lad Io4!ipJylo saau!fiu3
ue /Cq pau6lsaP aq lls4s pep;i m ! eq lLVA Bu!p!S de -I llenasd 'xueldwaO 'xuelda!pleH ala4nn sP� 14eW ■
zpoo BuflZnB epuMd a433o suogoas olgeo!Idde an pus 'suogepuaww=al
uMLISsul suasnpejnuew at4 'aoue;daaoy jo ?ogoN snl; tWA aaueuu%uoo ui ouop aq lle4s uogepepu! IM ■
"S^f1��3a NOLLd�tll'SN�9LW01S db� i1d�1321d SiN��W30�INtlld�1Q2I<%H
•apo0 SupL►na sprlold a4; 4}!nn aoue!Idutoo
ul p=OU }o saau!Bu3 so Io9l!4psy mg Acl
pau6!sap aq aI ale sawe4 3WOS pus Ilene a4y .
pnw-o It4aW '20OZ
L atoN
ut pagwsap se spnls le;aw
o; pauaW4 &u Lgamp pooMd
palej ydy gild s /)p!41.,8/S
ZIXWL uogwS ---
opoo SummB
eppol_4 sad mineq ,
ant;s!sarla;eM / /I f v
6utp!S del l!snald
'xualdwoo r
'xuelda!pJeH
Z KON u! Peq!sosap
se 'lauape} 6ulp!S
L %ON ul PaquosaP
se 'Jaua4se1 Su14;ea4S
6u! ea s duls rdlMS 3PIM
4I 4 PoomA!d Pam ydy rrj�
Aid 9 / 5MR „8/s Jana Mlgsuf sxueld •sLrs x Uei.��t-L _ _� `� ('dR1) 'o'O „9f. Ie sleN aaueis!p
—;uels!sou pedwi 6uIpI,S del
OLI J i \�-II/IUQ/S,s I
ST------ ----- fT----------_
pd Z6- sPniS IeiaW INN Uegl P>EH d i l
asnssald u6ls8a uogellmul pn{s� I
JN3�f1SS3?!d N'01330 "i
x.W-E'esaz ! : ; �-� i ' � � t�J»m
2n9m, TV
i,9b/9 iZL .Z/L-65
Zl14uaRMS
6nlp�e8
ry ► -�v
�o`
ssatop!41 N1 tasua1 4IP
apoo
_
�
SNOlSN31N10 �IN�id
epua13 sad saunq
a"!�'sarnn
` `a !ei°a�+s�caai
4
"
`I yl
6w i uo
'apoo ep. Id
atg;o s;uawal!nbal a4; Sugaaw
L atom ul paglwp
�. i
.
i
pus y ad4'11 apet0 9%1 O W1Sy
se sprgs ietalu cR
tp^ eouep =e ul pope; spnpold
Paual i
Pomtd
juawoo-jegg sopegseuou ale
spu%ew 6ulP!S del Weld ei!enasd ddb sl
Pue 'o%ueldwaO 'WusldalpleH
Id 1fvj3Cl
tad:ASS U 1�n30-8d
33S
4
RLDNE-1 TfyAA
Spoo d a
Q
7'"II1�.1.3C
wnwiulW ,,tP/s
-o'O ,.SL is
L17
l�
I.
LHOMH
1wm
1 6.001n.
0.751n
scoaW1yim*wnktboBarms
12L,77
li-g'
.F�_gMjN_G_
• NOMINAL 20 GAUGE 3-5/B" X 1-618" STEEL STUDS 16"
O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNECTION)
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
sxFASHJ.M_G
• NOMINAL 60' THICK / 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE
HEAD SCREW
CI.ADDiNG
= PLANKS OVERLAP 'I-1W
• THE EXPOSURE IS --� 8-114'
• THE PLANKS ARE FASTENED WITH NO.8.18, 0.315"
HEAD DIAMETER X 2-1W LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULL THREADS
PENETRATING THE METAL FRAMING), PLACED 314" UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
STUD LOCATION
in.
Cladding
• I Framing
6.00 O� C - I sheath;r�g
a I �
�• I to
'191 �CIA�
REVLSFD
oe wib oc Fbd& ,
Goo
121
----------non
S ATE OF pc Z
0% -i
J'1-1 4
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION MAILS METAL STUD CONSTRUCTION
James Hardie Building Products, ino.
_ 10901 Elm Avenue
s Fontana, CA 923.37
Phone: 909-356-6300 s� FscoR NO o'"e NO ='-V
Fax 909-427-0634 A PNL-PLK-SOFF
Creator. E.Gonzales scnu 1" =1'-0" Date: 424noz3 SHEET 8 OF 12
WALL
WALL LENGTH
Stud Spacing at 16" O.C.
M—__ i I r
SEE
DETAIL A
P-&0PmQ3LQS— sC-BELL x
HardieSoffitO & CemsoffiS materials are
nonasbestos fiber -cement products tested in
accordance with ASTM C1186 Grade 11, Type A
and meeting the requirements of the Florida
Building Code.
x 4° S-P-F SOFF(T_b3AdENS10N$
Width Length Thickness
food Studs 114"
PIF—S_I_G_N ESIMRRM A_1111P
anlieSofk installation Design Pressure
emsoffit .Wood Studs 70 psf
.J Nails at 4" O.C. REVIU ID W -Vb *W F'k=&
318" Minimum Edge Distance vh& *a Fl inidr Ba�d1fl8Cone
W
UYZD3&
41514011241,7
>s� Prduct CoNtral
SofTrt'fastener, as
described in Note 1
HardieSoffit, Cemsoffrt
Minimum T X 4" S-P-F Wood Studs
The wag and soffit frames are to be
designed by the Architect or
Engineer of Record In compliance
with the Florida Building Code.
of A
No_ 4 21.
STATE OF
� sSIONAN
HARD�1~S_OEM PFKS_0.�1"4NELdW.Y--PAY�oN M7A A
= All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's
InstaQation recommendations, and the applicable sections of the Florida Buiiding Code.
= Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N..OA
■ The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 15' O.C.
■ [dote 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
intermediate studs; the fasteners shall be driven irito wood studs located at 16" Or C.
= Fasteners shall have a minimum edge distance of W and a minimum clearance of 2" from comers.
HARDIFSOFFTr, CENISOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie BuLlOng Products, Inc,
10901 Elm Avenue
NW-1 Fontana, CA 92337
Phone:909-356-6300 � r-=A?m Q
Fax 909-4274ro34 A PNL PLK-SOFF 1
Creator E. Gonzales SCALE 1w = t--o" Date: 4/24/2013 SHEET 9 OF 12 '
. . . . . . . . . . . .
• � L
' soa�I�igw%l,iCi7rod� ffi�y;r,�v�ae� ,�►�
Coo7.
1F)
rlo�2F7_��
I-]�pimooaDaeoe. ! 7
• 4-2m-4rcneeol $M+am s?ar�ePn71�sC�oeoi •
Cladding
Framing-
N0. 121
STATE OF .'
`S'�14N A1- �ia1'►�.��
��
F Mf�iG
NOMINAL 2 X 4" S-P-F WOOD STUDS IS" O.C. FASTENED
WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
CONNECTION) - ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARMITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITFI THE FLORIDA BUILDING CODE
CL ILQtNG HARDIESOFFiT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH 2' LONG, 0223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc,
10901 Elm Avenue
• Fontana, CA92,?7-
Phone: 909.355-6300 SIZE FSCM NO DM NO REV
Fax 909-427-0634 A PNL-PLK-SOFF
Creator,. E. Gonzales SCALE 1" = T-0" Date: 4124J2013 SNEEr 10 OF 12
-�IIUALL LENG1I1 SEE
Stud Spacing at 116" O.C. DETAILA
t toga, 3.8/8 X 1-N-
WALL i I t : I tal C-stud
OGHT i
HardieSoffi%
Cemsolfit
B.-B
J)UA�
3/8" Minimum Edge Distance
EP_10A _C Dy_SCREP1ON
HardieSofM & Cemsoffit® materials
are nonasbestos fiber -cement products
tested in accordance with ASTM C1186
Grade II, Type A and meeting the
requirements of the Florida Building
Code.
SCE D1MAN-S-1_O_�1.5
Width Length Thickness
8' /,r
DESIC�{�i PR)ASSURE RAT—L _Q
installation Design Pressure
Metal Studs-55mf_-
r�f4ly��
}ICG�L��jjjj
°- 121 _
OF
LF �1QR1C A -,•Y;
.ARAM OF�C1.,SCE)4�S0_F_FITS'_A !~4��d-- . _?IOD>=?A[L$ ~`�EN,rift.
it All installation shall be done in conformance with this Notice ofAcceptan!hS�nufacturees
installation recommendations, and the applicable sections of the Florida Building Code.
fastener, as = Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or
ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.OA
i The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced
HardieSofRt, Cemsot%t , a maximum of fff O.C.
[Noce 12 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4` long'"
ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal -
framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the
fasteners shall be driven into metal studs located at 16" O.C.
■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from
comers.
a HARDIESOFFIT, CEMSOFFITPANEL
INSTALLATION DETAILS METALSiUD CONSTRUCTION
Flails at 8" O.C. (typ.)
E
20ga, 35/8" X 1-5/8" Metai C-stud
LTne wall and soffit frames are to be
designed by the Archbect or Engineer
of Record in compliance wish the
Flodda.Building Code.
e.
- — — — QnUCT oc"CwD
ii�e
as cornoyii% withthe EkKOs
A Ift C l�o (.3�C3i �•� i
t+:oaectcoaerd
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Fax 909-427-0834 A PNL-PLIC-SOFF
Creator. E.-Gonzales. scau 12" = T-(r I Date: 4t2412013 I shw 11 OF 12
REV
1&00in.
Cladding
Framing
lo
•
6.00 nine
l
.
pjaDUCCREVEED
, aw
;gr"I-
-oo
FLO
SSI0NP`i4;
Fl2AMING -
■ NOMINAL 20 GAUGE 3-51B" X 1-5/V' STEEL STUDS IW O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTLON AND GRAVITY LOAD ARE
FASTENED WITH 5/87 WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
AND BOTTOM CONNECTION) '
■ THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED `
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CLADDMG HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO- 8-18, 0.315 HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER X 1-1/4 ° LONG CORROSION RESISTANT RIBBED (9
LE HEAD SCREWS SCREW SHALL HAVE AT LEAST 3
BUG { James Hardie Building Products, Inc.
FULL: THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92387
STUDS pe!"wip
REV
Phone: 909-356.6300 Si FSCM DWG NO
Fax 909-427-0634 A PNL-PLK-SOFF 1
Creator. E. Gonzales SCALE 1" =11-0" Date: 4124=13 SHEET 12 OF 12