HomeMy WebLinkAboutAPPROVED NOA hardie siding 2023M IAM I-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Artisan Lap Siding
APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4,
prepared by Ronald I. Ogawa, P.E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and
sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 17-0821.20 and consists of this page 1, evidence submitted pages E-1, E-2 & E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
1{ NOA No. 18-0504.02
QM1I•D AMDE COUNTY f Expiration Date: 10/02/2023
Approval Date: 06/28/2018
Z ' Page 1
James Hardie Building Product, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0514.11
A. DRAWINGS
1. Drawing No. 2008-8-7. vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4,
prepared by Ronald I. Ogawa, P.E., dated August 07, 2008, last revision 41 dated
August 27, 2008, signed and sealed by Ronald I. Ogawa, P.E.
B. TESTS
1. Test Report #MID3137643-01, by Intertek ETL Semko, dated January 30, 2008, per
TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.E.
2. Test Report #MID3137643-03, by Intertek ETL Semko, dated April 16, 2008, per
TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.E.
3. Test Report #3097158-009B, by Intertek ETL Semko, dated May 04, 2007, per
Acceptance Criteria for Fiber Cement Siding used as Exterior Wall Siding, signed
and sealed by Kal Kooner, EIT.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. Test Report 43099611SAT-001, by Intertek ETL Semko, dated June 28, 2006, per
ASTME84-05, Surface Burning Characteristics of Building Materials, signed by C.
Anthony Penaloza, Flammability Testing Team Leader.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0517.05
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
(' elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0504.02
Expiration Date: 10/02/2023
Approval Date: 06/28/2018
E-1
James Hardie Building Product, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0122.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2014 edition, compliance letter issued by R. I. Ogawa &
Associates, Inc., dated March 17, 201 S, signed and sealed by R. I. Ogawa, P.E.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.20
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2017 edition, compliance letter issued by R. I. Ogawa &
Associates, Inc., dated July 30, 2017, signed and sealed by R. I. Ogawa, P.E.
C,41elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0504.02
Expiration Date: 10/02/2023
Approval Date: 06/28/2018
E-2
James Hardie Building Product, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2017 edition, compliance letter issued by R. I. Ogawa &
Associates, Inc., dated July 30, 2017, signed and sealed by R. I. Ogawa, P.E.
Ll� Z
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0504.02
Expiration Date: 10/02/2023
Approval Date: 06/28/2018
E-3
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5 * Ar-*A s�_.ad pad sob= h 6g s�=M
be, afmcricd b the rids In ac=,d tr= with "me
Sorial Bundir Code, w th Lrw, an ;#eS X 11 iosx7
M bed bugle t=d s=Y4. spaced a mtr k=x.n of 6.
ti fiche= on cw-tar arar; the p=tr=ter and a
7=4mum o,` 12 bchrs on cimb!eralor* tho
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SEE
DETAIL w. tack 15 ply
��G�i3i�RTcSGWFT� 1C, �(
A Al'A rated pV6vod
ArtbsarG Lap S! tQng wztetial is a
T— shwthlr*
nonasbestns tier-o_—rnent preduc:rtesLd
mxhanlcnlly
iri accordance w[th ASTM C:11,56 grade 14
t&elnod to wood
Type A and meeting the regLdr -p_nts of
' sta;ds
the Florida Bulling Code. P� rxYC"T..
Wfea�'l errpro
6 i�i�[S Nal g; .g :.
�9Jp�br
Width Length Thlokness P'vpx -rtk_n f
i3u3dbv Code
5 S_Y4* 12' 5i8"
1 5;2. Rlarrfbrsl2" X
pESA�fi��.,_�*�z
E" Meta[ Curd
Installation re2sgn pressure
Sty
Wood Surds -92 psi
1_77ta31 X s16' ft:k
starter strip
a�MQNI.j�e
Impact Resrstarml; -•
Planks irmtalEcd ov= SW tick 15 p!y �A
rated pi votod sheathing I f
3
Afl im allaticm slag ,be done in conformance with this Notice of Acceptance, tt* rgnufacttr&s 3nsi-ala'a=
rec�mstr+erx3a�Jors, and the appEcablesesfrons ol'tt� F1a*ida 8t�irsg Cola.
M .ttl !W shots where Ar.isarG L.ap S1&r* wll be, installed shall be designed by an ErUtneer orA=hded per the
l=loca7a aufl ng Code and tPae mquir=ents of this H.O.Q.
Pbn;Z shalE he applied hor3mni2Ry comment irg from the c=x of the wall with 1-1.` wide lapmat the top
of the pbnk.
• The tocrnge and groove veriic al joints must o= 4" of. stud, cb tat maxi within 2 znch= aftonrmie and groove
The exposod fastener strap be a Hriitnurn '
The planks shag be instaIleci over 518" chick 15 ply ApA mated plywood sheathir►g =ippprted by a minimum of 7$ga
V.075* :hank X2' Ion corr=fon resist nt
Nominal 2" X v, Metal C•swds spaced a macaws=. Of iB" O.C.
:natal stud 5rr[sh =1(pint) aver nx-tW suds.
The sidIng shall be fastened cvor the 5Wds with nation of both mnc:ealedand exposed tastaners.
The exposerd fasronmr 3h4 be placed In ttxC
The ooncesled tstenershaii tee a minimum No. 848, OZ75" head diameter X land* bugle head st rr Aver
ovcrlapplrg at-�a npprostirnv±ely v,�,R frem the
bottom edge of the overlapping plank.
metal studs. (ot screw shag have at least 3 full threads penetrating Metal twring)
The exPoSeed ttStenershaN be a rninitnum CLM' Shank:X 2' long corrosion raslstant rneiai stud fCrtish t.cill )
The conceaed fa3tenor shall be a minimum
m er mil mod'
No. 8-18, 0,375" head dlamctrr X 't�f.' long"
r bugle head screw cvermetal shads,.
The conc8aled fast&ntsr shah be tasfened through the top edgy, of .a singly, plank; tt5e =nmxaled Zsterw stma be
positioned 1" down from pla,, S tip edge In such a way that the fastener is tufty concealed by the need course
7be concealed fastenershd be fastened
of plank
f fv=4� the top ac2c of a ainglo planlq the
The e>q»sed Castor= shad use pl:=-_d in the overlapping area appr'axirrra'tely %, fmm the bottom edge of the
1=nceaIedtstenershal lee posiioned 1" do"
overlapping lolar•,k
ftm Via pla r fklz top edge in =cxh a.Ay that -
the per is fury C=caied by the :ncXt
80th COno-1a3ed and t35tr3ner5 shall be 5 7+' O.C. vorticaliy awed IV C3.0 horiront:w into metal Stotts
tfr.rough Sle thick 15 ply APA'r2#ed plywood sheathing,
r f =t•se or' PJank. r
.CCI sex wS-4 all here at %act 3 full threads a
A faster.» edge ezmnce of %, s!`alt always be observed.
Wr thick } - ply APA rated ptywobd sht� shall be attachc�d to the studs in 2=ardance with the Florida
_ perxd-dting rnetzl framing
B;Ading Cade %ittl mini'rnurn #8 X 1" 1r� robed bugle head screws s cesd f '
Ard=0 Lap Sidiag
WuLtharprooring par 2121.6.2 v Florids
Uldmg Code
$0 Cluck l 5 ply ApA rated pfyw=d
may, she3thingtastaned ac cordthg to the Florida
Building Code
—�'— 1 8=, Nominal 2" x 6" ivtetal G-stud
pa a rr>a mtrn o 6 t ruches on o"mar'
31on5 its perirnettrand a Mwdm um of 12 irdhes on ce.nk along the ird 3 ecbte smq=rts.
Creatrar. C. uercks
A bear* Lap Siding (Metal Studs)
'This drawing and the copyright f!'=e[n are the property of the named C=party and
a=rdinglythe drawing rnust not be =pled or reproduced in any rnarerW fo,-m
whatsoever and musk be returned with quatatian and our completion of jab
vVqG No
S= I FSCM NO I 143tamt l]4da NDA-At'�nn LV -4dh tt-�a8.s_7.vsd �
srALr= 7i2•'=1'-W i Date: 8i7)2008 JsHsEr 9 OF 4
CsB. • 2 c�
j
PROTCI REVISED ;
is wnlpivirzs uizfi the Florit.'
E#i., lztc l 1
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f •q•.Fy� F k�ir,�.ti i:'.v LTi��.:�s�' l
•Tr wCGif: J'�ir�'-�Vi: eir� ::'1<ip� G+�roi f:rf,'e�� 1 /
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NOM NAL IS GAUGE 2" X 8" STE.R. MDS IS- O,C- FASTENED FOR M ETAL AND WOOD STUDS, PROVISIONS FOR 7� _
WMI NO- S X I" LONG SUGLE READ SORZIS (2 PEES TOP AND DIAPHRAGM AC'nON AND GRAVITY LOAD ARE NOT � -
BOTTOM CONNEC-11ON) PART OF T H I5 APPROVAL (DUST PROVIDE ALTERNAT>=
G PRoVISiONS FOR THESE LOADSj.
No
ihlR3 SIF' THICK 15 PLY APA RATED PLYWOOD SKEATH1Nt~ 'f1��ft •- �� --'-a ��`�`~�
FA57ENF-D MATH � X ILONG RIBBED BUGLE HEAD SCREWS. �i +� � � `/
AT 6" O.G. AROUND THE PERiME I ER AND 1,_" O_C_ V►tt7NtN 7}-iT_ ��ffl!!it (,'`
FIB
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PLANKS OVZRAP 1-Y7
* THE EXPOSURE TS T AoisanS Lap Suing (Metal Sis:dsj
r THE PLANKS ARE Bi.IND SCPJE-D W'IM CIO.818, 0.375" HEAP
DIAMETEP, X J-A/4� LONG CORROSION RESISTANT BUGLE HEAD
SCRENs (SGRE&W SHAL.L'HAVE AT LEAST 3 FULL_ THRLADS This drawing and tse copysigiit t ierein arc the propedy cf the named c=pany and
PENS RATING THE METAL FRAMING), PLACE SCREWS 1" DVA N accordingfy the dmvAng must not be copied ur reproduced in arty rnatriat form
FROM THE TOP MGE OF THE PLANKAT EACH. STUD LOCAT101N
■ THE FLANKS ARE FACE MAII ED i1 r[H 0.07.150 SHANK DIAMETER X wtatsoever and must be returned with quatation and cn oomplCfx�n of jdtr
2" LoNG CORROSION RESISTANT METAL STUD FINISH NAILS, �awmrp�lr >w s2E FSCM)40 !0«0No REV
PLACE FjXi_SEi MAILS Sl" UP FROM THE BOTTOM EDCE OF THE ,b=l:nA- ,
P LAN K AT EACH STt �D I.dGATiON � l k,o� armrr. A b71axs9 �a�o Ncv� -tsar+ Cyr sldh sr2aoa s-7_vaa 7
Creator. C. Dlmks SCALE I" " Date: &7/20w SfMET 2 CF 4
r--
Stud Spacing at i s- O.C. ;'I`ALl LFN
i
S 1=E sr thick t pl Ply
j
Now and CSB lartcma - not --,ail for dalt!y
ffY/�
ESECAFLA . APfi lttWd plyxl7gd
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2l27,l of Florida
WALL
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Adrtisare Lap Siding mateaai i5 a
mrtasbestcs 11>er-cement product d
In accordante Ill ASTM C'f'!Se rude 11,
Type A and meeting tfte il me= of
tfte Florida Bui�ding Cade.
R(�tLj.�A_tS QfIdggS O,� 1
Y5tl5a({ j. Length Tr` ckness
PESfGlt PR 3ZA
Installation DetSil i'cegstare
V' Wd scads -92 psf
Impact Resistant •-
Plan installed over SV thick/ 5 ply APA
rated ply mad sheathing 1'i- i' I:Ml'£i,isNo
e`".v^ •_.ii de Q:.3"�jiyn il.'it i y'�,iiiV 1
NG CtJS7'kLi.l�7t4 131�1'A�l�,S �.;,,
% trt r, shaII to done Im = fom►ance w"i'dt: Ns t tie of Acotptancc, Tht mar,�.zfia&,.;rt
reoorv:�enda3sr�ns, and Lhe appllcable sections of the Florida Sr�ssg Codes
V1bod -v s where Ar4mrZ Lap SkaV ► V be installed ShA be J=OW e i by an lCnginemr orArchitect per the FWda
6t$h ng +Cade and the mequiremerrts of I -ES M.O.A.
Ptanft shaA be ap?tied horl=rrtalty mmml from the bottom course oftttn wail wiih i�'/,"vitdfl
the plank kips atthetop of
The due al4 groove vextieaf to'r must ocean 4" off stud, do riot nail within 2 inch Of trmgtre and moue
+� The Planks Shs be h1 tolled aver• & J thick JS ply APA rated plywood shr, t ng suR led try a rniryimum of 2 � 4' S-P� wood spaced a rra.,dmLjti of 16" O.C,
■ The 5drx3 Stsail be lasteried over the studs With a cornbinallon of both concealed and ekposed fas!m tee.
The =nceaL-d fastener shall F.e an ad, 2-315" 1019 c OnOsian resistant ring shank box trail evervs_-�Od strums
T'ne exposed ryes shall be all 8d, 2-1/ft" long Carr onion resistalt finish Mal over wood studs.
Ire coned fastener shall bo 't *tenad through the top eii a ofa single ,Plank; the conmaled fasEl s,*,•all be
pos&or4d I' cow i frOrrt the planks tap edge'sn such a Way that the fastener is fullyconcealed by the next col of
plank
• The exposed E5tcnor shall be piacod In the overlapping area approximately Y' fiam tho botmm edge of the
ov�Ap� plank.
■ Both mrx:eaTed and escposed a`amners shall be 7 C?.0 vCr}ic lly and ! fi G.O. horizarrtaAy ia#o v rood studs SJ'8"thk kIS ply.APA mied plywood sheathing.
A fastener edge &-bwm of''l'shall always be Observed.
t 5Z' thick 15 QFy APA rated P446010d sheathing shall be ar ached to the. studs in arx ordance with the Florida BiAitfing COde, with mirdrrrum 8d 2.301 long bo?c nails space" a � off kxthcs on cenler'aicmg the perimeterat�d a
maXIMUm of 12 Uidies on center a[l the infem'�ediafe strppa
AzisarAi Lap Siding
L- J'4 itJ4� i.aG�S gang �� �s)
' e&m proll per 21zlx.2 of Florida
g C This drawing and the copyright therein are the
ar Co-T dd rag fy the drawing must not be txlpied or p odu d in any rrratcriart fonts d
&/&"'fr:J'dk! 5 Q7y AFA rated ply+n+oerl
sheat}mgtaded according c, the > orida viler and must be retzxr'ed with quot4on and mi comialetian of job
Hailrsg coder W sr Fsca NO
p NO REV
2" X 4" S✓P-F VrrUil
Pfi-eOW—W-0aa rc Mjta . A Mrrd p3do NCA-Ardaan LAp S4dk } ,$_7 V a
Strxis
1rCEatOf: {'r. Diett�CS SCALE 712 = 9'-C" .Bale,` SHEET" 3 OF 4
5I8" thick r`5 ply A°A rated plywood sheathing sh Z
be attsched to the bjds in acmrrtsncc wit the
Florda 3_,Ddhg Code, with rrB
inimum 8(j 2,B , tang
box nar7s spaceda rnaximum of B inr-hes on mrrmr
along the pedrrteinr and a Ma3dmum of 12 hit= on
cerk'ar along the infers 'ta rupports.
late cxposed'tas*raer shall be an ed. 2-
'W long co =ion ros)rmrrf finish nail
raver wood ttvdS,
-- The cxposdd IMStO Fer shall be placod In
1 the --Mrl#Ping ama approxlm t"-ly !1e
fromthd bottom edgo of the
'1Wmiappftv ;plank.
I
The fastener shalt be an 8d, -
t ZZIW long amfra&ion rCz&=t ring
shank box nail owerwood studs.
The ennCaaled fastener -hall bo
lavtaned through the, top edgy of rx
single planifi the concealed fastener
ZW be ptrsitioned I- down frorn tho
planks top edgy In sgch a way thatthe
bythe n
-faunae of p c0i7acaicd �
�r• 6.fltJsr� 16.QDirc. Cladding
1
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PPODtJCT REVISED
Building f7oft f Fran*g
Acceptmice 14o r - 0
' Expirutian Dale I
a i i CL COWWO i SfZeattdzig
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NOMIMAL T X 4" S-P-F WOOD STUDS I5' O G- FASTENED VV TH FOR METAL AND WOOD STUDS, PROVISEONS FOR Z cr o
16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION4 DIAPHRAGM ACTION AND GRAWTY LOAD ARE. NOT �
§HEA �- +-Q I PART OF THIS APPROVAL U0R {MST PRO"E AL i �PL4'i'E
a NOMINAL E/87 THICK I S PLY APA RATED 'PLYWOOD SHEATHING PROVISIONS FOR THFSE LOADS)) �+
FASTENED WtTH 2 INCH 8d COMMON MAILS, AT 6" D.C.
AROUNDTHE PERIMETER AND 1Z 04. WITHIN THE f=ir� i?
CLAM N
C On
S PI-AJO OVERLAP 1 14
• THE r' )(POSURE IS r ArEt--nS Lap SiTing (Woad StGds)
■ THE PLANKS ARE BLIND NAILED W1TH A 2-WCORROSION
RESISTANT COMMON RING StikNK NA1 S. V DOtf W FROM THE
TOP EDGE OF THE PLANK AT EACH STUD LOCATION This drawing and ff�e t 4pytight ttr,:rrein are the property of the named company and
x THE PLANKS ARE FACE NAILED W[TH Z-W' CORROSION a=o.-d p p any
RESISTANT FINISHNAfLS, f" UP FROM THE BOTTOM EDGE OF � 109�' ZIP dra�ng must runt be copied or reproduced in a material form
THE PLANK AT EACH S7 D LOCATION whatsoever and mint be teFuzr,ed wfth quotation and oncampletion of job
Jpt" S= FSCM ND om K REV
1Daf71 Elmkr++r
i..ce gym,caoess A Mhawji]%%►NOA-ArO=niLepS]dfng-2D09-8-7_vzd =
Creator; C. Diem SCALE 1. =19-001 Date: $17t2Uw SHEET 4 aF 4