HomeMy WebLinkAboutNOA1�
MIAMt•DApE
I
DEPARTMENT OF RF, Y
BOARD AND CODE AD A C • jj5
NOTICE OF ACCEPTANCE
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicai
documentation submitted has been reviewed
used in Miami Dade County and other areas
This NOA shall not be valid after the expira
(In Miami Dade County) and/or the AHJ (
product or material tested for quality assura
manner, the manufacturer will incur the exl
suspend the use of such product or material N
if it is determined by Miami -Dade County
requirements of the applicable building code.
This product is approved as described herein,
including the High Velocity Hurricane Zone.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
RESOURCES (RER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
wwworniamidade.gov/economy
rules and regulations governing the use of construction materials. The
i accepted by Miami Dade County RER-Product Control Section to be
ere allowed by the Authority Having Jurisdiction (AHD).
date stated below. The Miami -Dade County Product Control Section
areas other than Miami Dade County) reserve the right to have this
, purposes. If this product or material fails to perform in the accepted
se of such testing and the AHJ may immediately revoke, modify, or
iin their jurisdiction. RER reserves the right to revoke this acceptance,
oduct Control Section that this product or material fails to meet the
has been designed to comply with the Florida Building Code,
DESCRIPTION: "Hardie", "Cem" and ('Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No.�PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I., Ogawa, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Bmall Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the
following statements: "ASTM C 1186 Type A, compliant" and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel -and per FBC 1710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered aftei 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 # 15-0122.04 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.
MIAMMAOE COUNTY NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
D¢lZ� f2d 17 Page 1
James Hardie Build
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, CemSoffit Panel;
Installation Details WooId/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 under NOA # 13-0311.07"
1. Test reports on 1) Unifo I Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Pressure Loading per FBC; TAS 203-94
along with marked -up drawings and installation diagram of HardiePiank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
"Submitted under NOA #102-0729. 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 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
I
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
I
F. STATEMENTS "Submitted unde I NOA # 15-0122.04"
1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc.,'I dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
Carlos 1VL Utrera, P.E.
Product Control Examiner
NOA No.17-0406.06
Expiration Date: May 1, 2022
. Approval Date: May 4, 2017
E-1
•i
PRODUCT RENEWED ^
as complying with the Florida
Building Code
NOA-No. 17-0406.06
WALL LENlGTH
Stud Spacing at 16, O.C.
B -( I I
B
Expirati;d�du-tCon1rol____`-_
te01/2022
Miami-Dr
j �
VIA
No
0
SEE
DETAIL A
ME /8" tick / 5 pry APA rated
( plywood sheatlUng in
amodance vMh Rorlda
Building Cade Section
w
23223
v
Water -resistive
barrier per Florida
Building Code
Section 1404.2
2' X 4" S-P-F
Wood Studs
—MONU_ T 9M-M-PTIM
HardiePane*, Cenipanel0. &
Prevail® Panel Sung materials are
nonasbestos fiber-owment products
tested In accordance with ASTM
C1186 Grade R, Type Aand meeting
the requirements ofthe Florida
Buikfing Code.
PAh_dEL DIMF—RSRDAR
Width Length Thickness
R 8,9,10' 5/16"
QF.,$�GTt PRESStJR�RATWG
Installation' Design Pressure
Wood Studs 76 psf
i ►! I._ HardiePanel, Impact Resistant-
[ Cempanel, Planks installed over 5I8" thick / S ply
Nails at 16" Q.G. (typ.) PcevmS Panel APA rated plywood sheathing
3/8" Mlhimum Edge Distance
Sheathing fastener, as described in
Note 1
Panel fastener, as described in
Note 2
i HardiePanel, Cempanel,
Prevail Panel Siding
f
!,Water -resistive bander per
- Florida Building Code Section
14042
518" thick 15 pry APA rated
plywood sheathing fastened in
accordance with Florida Building
Code Section 2322.3
F[QRatF,�,i���•�C�AdtP.gN�I.y PR[1/AIL AAI�ELL51D1NG 1NSiALLlaT10Fl UET1�1W
■ All installation shall be done in conformance will) this Notice of Acceptance, the manufacturer's
installation recommendations, and the applicable sections of the Florida Building Code.
" Wood studs where HardiePanel, Cempanel, Prevail Panel Siding mall be installed shall be
designed by an Engineer orArchitect per the Florida Building Code and the requirements of this
N.OA
K rRote 11 SW thickJ 5 ply APA rated plywood sheathing shall be attached to the studs In
accordance with Florida Building Code Section 2322-3.
■ The siding panels shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported
by a minimum of 2"X4" S-P••F wood studs spaced a maximum of 16" O.C.
• lNote 21 The siding panel fastener shall be a 2" long, 0=' head diameter, 0.09z, shank
diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges
and intermediate studs; the fasteners shall be driven through the 5/8" thick/-5 ply APA rated
plywood sheathing into wood studs located at 16" O.C.
• Fasteners shall have a minimum edge distance of $18" and a minimum clearance of 2" from
comers.
2" X 4" S-P-F Wood Studs
`the wall and soffit frames are to be designed Phone: 909-;356-630C
by the Architect or Engineer of Record in Fax 909-427-0634
compliance wit the Florida Building Code. Creator: E. Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOL? STUD CONSTRUCTION
James Hardie Building Products, Ina
10901 Elm Avenue
-,Fontana, CA92337
A I I PNL-PLK-SOFF
1/2" =1'-0° I Date: 4/24/2013 I8115617 1 QF 12
Fastener Spacing
per Florida
Cladding
Bulding Code
Seclon 2322.3
16,OOin.
•
I
Framing
•P[terJtJ REV>iM) � Fastener Spacing per Florida �
Sheathing
40QNlpi * With 9W'FI6 i&X Building Code $action 2322.3
Damns coft
' AcaeQsarNt mio bl2 • I I • I
— - -- -
-- - — ---
--- -- — -- ----- i _ it .. •...
_
I's PRODUCT RENEWED ,q�
eheda
as complying with the Florida i
saams f Building Code 1
NOA-Nb. 17-0406.06
sy ExAk
piration e05/0112022 �'. S�
i,u �ueRdKt
- %t
�{�•'•
Miami_•.
aControl t _
1
FRAMING
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" OZ. FASTENED
W1TH 3-1/2° 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAV17Y LORD ARE
BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THS8E LOADS)
THE WALLANO SOF51T FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
sKIA'L�LG
Y NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD HARDiEPANEL, CEMPANEL, PREVAIL PANEL
FASTENED 1N ACCORDANCE WITH FLORIDA
BUILDNSHEATHING
i3UiLDNG CODE SECT1QN2322,8 INSTALLATION DETAILS WOOD STUD CONSTRUCTION
322.3
CLA�D�iG
THE PANEL IS FASTENED WITH 7LONG, 0.223" HEAD James Hardie Building Products, Inc,
OfAMEfER, 0,092'•' SHANK DIAMETER, CORROSION 10901 Elan Avenue
®
RESISTANT SIDING NAILS, PLACE NAILS 611 O.C. AT Fontana, CA 92337
PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.35E-8300 size Kscu Na owoNo RF
Fax 90g-427-0634 A PNL•PLK-SOFF i
Creator: E_ Gonzales 'SCALe Date:4/24/2013 sHskT 2OF12
WALL
WALL LENGTH
Stud Spacing at 16" O.C.
$l:IS",
V
No. 1
1 STAVE PF
LIZ
SEE
DETAIL A
6/8" thick 15 ply APA rated
plywood sheathing fastened
to metal studs as described
in Note 1
PR rW2rj-g00-1P l
HardiePattei®, Cempanel®, & PPevail®
Panel Siding materials are nonesbestos
fiber -cement products tested In
accordance with ASTM C1186 Grade 11,
Type Aand meeting the requirements of
the Florida Building Code._
Water -resistive
n-NKL RLEM-11014_S_
Width Length Thickness
barderperFlodda
V 8,9,1V 5/16"
Building Code
Sedlon 1e04.2
MA[RN-M- SStJ_E- "STJN_G.
Installation Design Pressure
20ga, 3-5/8" X a-51a"
Metal Studs -104 psf
Metal C-stud
\ HardlePanel, ItnpaotResistant-
-,SCPanel installed over 5/8" thick / 5 ply
T1o1
B -[ cempanet, APA Prevail Panel rated plywood sheathing
3/8" Minimum Edge Distance Nails at 6" Q.C. (typJ siding
�-i/�i�Dt�pA,IVEf�CEMPR B.l.T,�P_REVA�C_P/�N_F�-SIb1i�tC 1�S'F}�L1.r47'fOAl DEfAiLS� � -- - --
■ ' All installation shall be done in conformance with thls-Notice ofAcceptance, the.nianufacturer's
installation recommendations, and-the-applicabte sections of the Florida Building Code.
■ Metal studs where-Hard0anal, Cempanel, Prevail Panel Siding WR be installed shall be
Sheathing fastener, as
--deslgn bedbyy an Engineer or Architect per the Florida Building Code and the requirements of this
describ�_Note 1-- �-
N-O.A
_ [Note 9] 5/8" thick15 ply APA rated plywood sheathing shall be attached to metal studs at 5'oc
Panel fastener, as described In
at panel edges and all intermediate supports using a No.8-18, 0-SW head diameter x 1-1/4" long
Note 2
bugle head screw
ti
The siding panels shall be installed over 518" thick /5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3ti WX 1-50 Metal C-studs spaced a madmum of 16"
O.C.
HardiePanelS Siding
X [Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-518"
long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetratingmetal
framing); the fasteners shall be spaced at 6" O C. at panel edges and intermediate studs; the
Water resistive barrier per
fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal
�---� Florida Building Code Section
studs located at 16O.C.
R Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from
1404.2
comers.
v,
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
518" thick IS ply APA rated
INSTALLATION DETAILS METAL STUD CONSTRUCTION
PRODUCT Twith the Florida RENEWED
as complyingJ
Building Code
NOA-No. 17-0406.06
Expiration D e05101/2022
By
Miami a.de Product Control
plywood sheathing fastened
to metal studs as described
in Note 1.
20ga, 3-5/8"X 1.5/8" Metal C-stud
The wall and soffit frames are to be designed
by the Architect or Engineer of Record In
compliance with the Florida Building .Code.
tr -
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
phone 909-356-6300
Fax 909-427-0634
stm
A
rscMNo
owcNO
PNL-PLK-SOFF
Creator. E Gonzales
scv�LS' 1/2" 1'�"
Date 4/24/2013
SHEET 3 OF 12
B.00in.
�..I I I•I I•�
• I �. E I I � I
PRODUCT RENEWED
as complying with the Florida I S.00rn.
:=Building Code Iwj
No. 17-0406.016 -�-
Expiration teDS/0112022 g OlOin.
By
Miami a Product Control
. PIZOIXX REVISM PRWVpT REVISED
mt.ap�dyis�wish3hc es�c�piyigswittt>twlFfoo�a
�5
■ NOMINAL 20 GAUGE 3.5/8" 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
sk9A HlNG
= NOMINAL 518" THICK15 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
E0SES AND ALL INTERMEDIATE SUPPORTS USING A
190.8-18, 0.315" HEAD DIAMETER X 'I-1W LONG BUGLE
HEAD SCREW
CLAfObING -
= THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD
DIAMETER 1-5/8" LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST 3 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS S" O.C. AT PANEL EDGES
AND INTIERMEDIATE STUDS
Cladding r
Framing
Sheathing
I'
�•I 1/1t/dl,"11-11
I I I11 fit
OGA
o. 121
E.� -o•• STATE OF
SEONAI-
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, Inc.
10901 Elm, Avenue
Fontana, CA92337
FaX 909427-0S34 1 A PNL-PLK SOFF 1
Creator: Iw Gonzales some 1"a 1,41 Date-.412412013 SHEET 40F 12
WALE.
i
B
at
314" Minimum
Fbwwa
as� W f5-IDY
LENG Sly
D1;TA11. A
Distance
-Sheathing fastener, as
described in Note 1
Naffs at 16" O.C. (typ.)
r
Siding fastener, as
described in Note 2
1; HardiePlank,
,}-- Cemplank, Prevail
Lap Siding
/ Water -resistive barrier ■
per Florida Building
Code Section 14042 M
5/8" thick 15 ply APA rated
--- plywood sheathing fastened
PRODUCT RENEWED in accordance with Florida
as complying with the Florida Building Code Section
Building Code 2322.3
NOA-Ho. 17-0406.06
Expiratlon te05/01/2022 2" X 4" S-P-F Wood Studs
The wall and soffit frames are to be designed
By by the Architect or Engineer of Record In
Miami I� a Product Control compliance with the Florida Building Code.
PRQI)UQT I11=SC12 0
HardlePtank®. Cemplank®, &
— -3-.-- PrevailO Plank tap Siding materials
5/8" thick 16 piy APA are nonasbestos fiber -cement
rated plywood products tested in accordance with
sheathing in ASTM C1186 Grade It, Type A and
accordance with meetng the requirements of the
Florida Building Code Florida Building Code.
Section 2322 3 ?-A-NLEL PjfflENSjiQN-E
Water-rOdsWe Width Length Thickness
\ barrierper Florida 59-IIZ IT 5116"
Building Code
section 14042 - psi -CNN PROLMMER�1'f�NO
\ 2"X40S-P-F Installation Design Pressure
Wood Studs Wood Studs -92 psf
Lap Siding Impact Resistant -
C1�0 Planks Installed over 5/8" thick 15 ply
l3�8 1.1/4" tait x 5/16" APA rated plywood sheathing
thickstart0strip
.�v-: �_- _�: ,..ti„� _ :tip•_=�_:n-...,�._�r...-- -•-- ---- - Al lnstailatton-snail be done in conformance with this Notice of Acceptance, the manufacturers
-Instaitatii`on recommendations, and the applicable sections of the Florida Building Code.
Wood studs where HardioPlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
Engineer or Architect per the Florida Buliding Code and the requirements of this N.O.A.
[Mote 416/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance
with Florida Building Code Section 2322.3.
Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1W wide
laps at the top of the plank such that the exposure area of each plank Is 5 8-IM!' vertically.
[Note 2] The siding fastener shall be a 2-112' long, 0.223" head diameter, 0.092" shank diameter,
corroslon-resistant siding nail; The siding is fastened S 8-1/4" O.C. vertically and 16" O.C. horizontally;
fasteners are driven into wood studs through 6/8" thick 15 ply APA rated plywood sheathing, fasteners
are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank.
Vertical joints shalt be placed over studs.
The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a
minimum of 2nX4" S-P-F wood studs spaced a maximum of
Fasteners shall have a minimum edge distance of S/6.
Creator. E. Gonzales
HARDiEPLANK, CEMPIANK, PREVAIL LAP SIDING
INSTALMON DETAILS WOOD STUD COMSTRUCilON
James Hardie Building Products, fnc.
10901 Elm Avenue
Fontana, CA 92337
A i I PNL-PLK-SOFF
112" " T.T J - Date; 4/24/2013 f SHEET 5 OP 12
Pasiener Spacing per Florida
Building Code
Section 2322.3
16 in O
Cladding
I
'
Framing
Fastener Spacing per Florida
PRODUCT RENEWED Building Code Section 2322.3
St�ath.ng
as complying with the Florida +I
Building Code
,_,-_ N0A-No. 17-0406.06 .�
0.75in
Expiration D e05/01/2022 .I
i
By
Miami- a Product Control
PROWCTREVMM-
rb oo+np3Yin$:wisbttreZ�msst�
� --- --
gmT�
$y
58� ;vSiam ode Pict C,o®tap� - _ _
FRAMING
■ NOMINAL-2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2716d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT' OR ENGINEER OF RI=CORD 1N
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEAT�MG_
■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING FASTENI=D IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 23223
CLA-.QD,j
PLANKS.OVERLAP 1-1/4"
■ THE EXPOSURE LS s8-i/4"
■ THF-PLANKS ARE FACE NAILED WITH 2-11Z LONG, 0223"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION -
RESISTANT Sil)ING NNLS,•PLACED 3/4" UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION
,.1U H
as anpiYb* wiW too Fin" V
Bendimscuaw i`lo ISd! ti . No. 1 `•
�r ` .7: •' STATE OF '.cam A�
MkO&PP& �� Cam '-
skNA�,L�eE�
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND rLOAD 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, Inc.
10901 Elm Avenue
Fontana, CA 92337
Fax 909.427-0634 I 'A PNL-PLK-SOF 1
Creator. E. Gonzales sc 1^ = Dale:412412013 1 SHEST 6 OP 12
WALL
HEIG[fi
Stud Spacing at 1G' O.C. v LIrN(.a t H SEE PP
00UOT DISCS Qbi
DETAILA HardiePfank�, Cemplank®, and
thick/5 ply-APA
fig. Prevail® PIank Lap Sidin m vials
g ate
rated plywood are nonasbestos fiber -cement
iJ products tested In accordance with
sheathing fastened to metal studs as ASTM C1186 Grade II, Type Aand
desplbed in Note 1 meeting the requirements of the
i ssa �v�sb itha�`dvei4e 1 yv Florida Building Code,
Water -resistive
t barrier per Florida N.NK 0-195T IOR4
I 1 i > BuildingCode
i•1 I � ! I.' ;, I•� � � Width Length l'hiclmess
I Section 1404.2 S 9-1/2° 12' 5/1ti"
! : 9 Ccetmml i ,-� i I I f t 2Qga, M18" X 1-5/6-
Metal C-stud --
-_----�1---__--._ " _ Installation`�+ HardiePlank, 5tuds 9esig Pressure
-_t: _ Metal 2 ps
13 .j i._ plan!', Prevail
- I -. i y y �� ,`��'�p��� ` t 0 Lap Siding Impact Resistant -
3/4° Minimum Edge Distance Nails at 16" O.C, (typ,) B_$ 1-1/4 tail X 5/16" Planks installed over 5/8" thick / 5 ply
thick starter strip APA rated plywood sheathing
D-En 6 hl�1 _DIEPLA K CEMPi.A __
1i.S- - -
A—
r� All installation shall be done in conformance with Sheathing fastener, as thls.Notice of Acceptance, the manufacturer's installation
recommendations, and the �plioabie sedinns of the Florida Building Code.
described in Note 1 ■
r SF� \� Metal studs�v tmere liardiePlanlc, Cemptank, Prevail Lap Siding will be installed shall be designed by an
,V vith Ae ftwirle fyngTrieer or Architect per the Florida Building Code and the requirements of this N.O.A.
_ jNofe 9j 518"thick / 5 ply APA rated plywood sheathing stall be attached to metal studs at 6"oc at panel
Siding fastener, as edges and all intermediate supports using -a No.8-18, 0.316' head diameterx 1-1/4" tong bugle head screw
described in Note 2 blanks shall be applied horizontally commencing from the bottom course ofthe wall with 1-1/4" Wide laps at
�`
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration
By
t
the top of the plank such that the exposure area of each plank Is 58-114" vertically.
■
INote 2] The siding fastener shall be a minirimum No. 8.18, 0.31v" head diameter X.2-•1/4" long* bugle head
HardiePlank
screw over metal studs C'or screw shall have at least 3 full threads penetrating metal framing); The siding is
fastened'!-. 8-IW O.C. vertically and IV O.G. horizontally; fasteners are driven into metal studs through 518"
Cemplank,
Prevall'Lep Siding
thick / 5 plyAPA rated plywood sheathing, •fasteners are placed in the overlapping area appro)dmately 3/4"
from the bottom edge of the overlapping plank.
�/
vertical joints shelf be placed over studs.
. ! Water resistive.
The planks shall be Installed over 61W thick 15 ply APA rated plywood sheathing supported by a minimum
barrier per Florida
24ga, Nominal 3-5/B"X 1-5/8"Metal G-studs spaced a maximum of 96^ O-C.
Buildin Code -
Fasteners shall have a minimum edge distance of 30'.
g
Section 1404.2
518" thick / 5 ply APA rated
Plywood sheathing fastened to
metal studs as described in.
Note 1
05/01/2022 209a, 3-618"X 1-518" Metal C-stud
ip ^ The wail and .soffit frames are to. be designed
duct Control by the Architect or Engineer of Record in
compliance wrath the Florida Building Code.
Creator. E. Gonzales
HARDiEPLANi, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION OETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc
10901 Elm Avenue
Fontana, CA 92337
A
scAte 1/2"=11-0"
PNL-PLK-SOFT
Date: 4/24/E013 I sirw 7 OF 12
1 6.00h
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
0.751n �' Expiration D te06/01/2022 ^•� ��•µ_
By ,
Miaml--ahlb product Control
>n cotpq�fyiug t+itb � ploai¢a
A�ompsseoc 1►To >�G�;
JFRAlV1JN�----
-- = NOMINAL 20 GAUGE 3-5/B" X 71-518" STEEL STUDS 16"
O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNECTION),
■ THE WALL AND SOFFIT FRAMES ARE TO RE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEAT G
NOMINAL 818"THICK /5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 8" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE
HEAL) SCREW
CLADDIb&
_ PLANKS OVERLAP 1-1W
X THE EXPOSURE IS S 8-114"
= THE PLANKS ARE FASTENED WITH NO, 8.18, 0.315"
HEAD DIAMETER X 2-114" 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
IFraming
I6.00in.00 I I Sheathing
I�
I
la�u�iyin� Wfta a FitaidR +o _ _ _ �C'•• _.- ='�
pro&$* STATE OF
ORI
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)
WALL
''� 1.�ETA4A�
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration g#ea5/01 /2022
By
vvtl%i-" 4ccvL;y i n SEE PR 7P-L JLBESCBR 'AON
Stud Spacing at 1ti' O-C. DETAILA HardieSoffit®& Cemsoffn materials are
i_ nonasbestos fiber -cement products tested in
�• _,__ _,� :._�___...w_. ,4 ...� _.• ,� �`� accordance with ASTM C11a6 Grade 11, Type A
and meeting the requirements of the Florlda
Building Code.
SQ�T,pIMENgL NNs
x"xs= Wdth Length Thickness
�vod StudWd s 4' V 114,
I i Ill i !; AFSj N.;F.tiMMRE-BA-U- -.
I r ` HardieSoffi% installation Deslgn Pressure
1 I 1 i• Cemsoffit -Wood Studs -70 psf
Nails at 4" O.C. (typ.)pteDuC; iti=vl W sm�DtlCrR>Eevt a� \�r :'
318" Minimum Edge Distance to,,, ,� ;u 2*�dfa+8�mary�
awobiftB,irat CO* No.
Moft code-01
W � Nof D
a r �
>�r _-Mid
—!—w STATE OF = , e`�
Soffit.fastener, as
described in Note 1
HardieSoffit, Cemsoffit
Minimum 2" X 4" S-P-F Wood Studs
The wall and soffit frames are to be
designed by the Architect or
Engineer of Record In compliance
with the Florida Building Code,
F1ARQ1E50FEL,��>=M_S_C3kFIT_P�>rL�.L�.}�L:LA�JQ1�-A>�:A.U-S - �•,.,
All Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Code.
■ Wood studs where Hardie -Soffit, Cemsofiit will be installed shall be -designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.O.A.
■ The soffit shall be installed over minimum 2" XC4" S-P-F wood studs spaced a maximum of 16" O. C,
■ [Note 11 The soffit fastener shall be a 2" tang, 0.223" head diameter, 0.092° shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" C.C. at panel edges and
intermediate studs; the fasteners shall be driven into wood studs looted of 16" O.C.
■ Fasteners shalt have a minimum edge distance of 316" and a minimum clearance oft" from comers.
HARDIF.SOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10001 Urn Avenue
Fontana, CA 92337
IZE nCMNO I DMNO REV
A PNL-PLK-SOFF 1 1
PRODUCT RENEWED
• as complying with the Florida ,
Building Code
N OA-No. 17-0406.06
Expiration Da OS/01/2022
By
4.00in.► - Miami- Product Control
• - � FRt'/DUCr�EVISF..D � PRODIIJCCBIE�ItSED .
j �� witk #laiQa 9nr� 1witH tlta Fk6ft
WAw o,tivo ' 93 i I
• - � _ r_���. r-o�ol - . �,t;�t�,a�r�aactcocnat '
FRMLt;
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2" 166 COMMON NAILS (2 PER TOP •ANE) BOTTOM
CONNECnON)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
Ci,ADD1N�
THE SOFFIT IS FASTENED WITH 2" LONG, 0,223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
r
INIMP
Cladding
Framing
��.OGAW'
No. 121 -
STATE OF 6
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIM ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DErA1LS WOOD STUD CONSTRUCTION
James Hardie Building Products, Ina
10901 Elm Avenue
Fontana, CA 92337
t-�cyUy-4z/-U 4 A PNL-P,LK-SOFF 1
Creator. E Gonzales SCALE 1"=114' Dale: 4124 2013 SHEET 10 OP 12
. —WALL LENGTH
SEE
�4A_i1_CT D>�Gk?1�71p41
Sind Spacing at 16" O.C.
Dtr fAfLA
HardieSoffi* & CemsoffjtO materials
R-k— I
are nonasbestos fiber -cement products
w_}^�,•. _r;_ ._�_ r ��—
tested In accordance with ASTM 01188
Grade II, Type -A and mee5ng the
requirements of the Florida Suliding
c„PRODUCT RENEWED
Code.
s :as complying with the Florida
!
! .:Building Code
WALL i! f 1 NOA-No. '17-0406.06
,
z05a1C-i/8^X 1-s/8"
SOFF1TDiMENS[O�IS
Width Length Thickness
• � i
lEiGMT { Expiration Da 05/07/2022
Metal Gstvd
4' 8' ye..
' I i l By �.
HardieSofft,
� Cemsoffit
ak%Q� PREQ§jQ&E RAIRN-0
Miami-D d roduct Control j
Installation Design Pressure
f•
Metal Studs -P5 f,
SE nou R-S
Nails at 6" O.C. (W.)
1PRODUGT BEVI,SFA
['RtaUt]Ci 6Ey1SiD us complyin wi uLbeFludda
FtManda
FA `oDead
3/8" D inimum 1!dge Distance
s I30C 1•G'.i 72
,J�Mwftcft' No
Aaamgao l�(� FxpiratiosL �h+oe v / •`. �Q-
10,
�
�{ARp�ESUIiF� CEMSOfFfLPAiJEL INSTAL -LTiQ1 L E J� -LjEj R L �N ,ilil
All Installation shalt be done in conformance with this Notice of Acceptance!tHfii�aii�ufacturer's
installation recommendations, and the applicable sections of the Florida Building Code.
Soffit fastener, as N Metal studs where Kardie5offit, Cemsoffit will be installed shall be designed by an Engineer or
described in Note 1 Architect per the Florida Building Code and the requirements of this N.0-k
a The soffit shall be installed over minimum.2oga, Nominal 3-518" X 1.5/8" Metal C•studs spaced
HardibSoff�t, Cemsoffit a maximum of 16" Q.G.
a [Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" iong*
ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal
framing);the fasteners shaft be spaced at 6" O.G. at panel edges and intermediate studs, the
fasteners shall be driven into metal studs located at 16" 0-0.
■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from
corners.
i
` 209a, M/8" 41-5/8" Metal C-stud
j The wall and soffit frames are to be
L -- designed by the Archltect or Engineer
of Record in compliance with the
Florida Building Code,
Creator, E.-Gonzales
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS METALSTUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
SIZE FSCM No
A
SCALE 12^ =1'.0^
oM NO Rev
PNL-PLK SOFF 1
Date: 4/24/2013 sHEF-r 11 OF 12
`- Cladding
. Framing
6.00`In.
1• J_ .
PRODUCT RENEWED r '
as complying with the Florida "waimaccas—
Building Code ----A
-
- - -- - -- ---NOA=No�—._'i7=0406.06 ! eNo 73 �� �Ilii AWA
..
.Expiration 05/01/2022 8 i
Miami-D d Product Control 1�3mriikdcPradnttContad 2t •? �!
PLOO
''SsiOo
fill �
• NOMINAL20 GAUGE 3-5/8"X 1r5/8"ST55LSTUDS 161)O.C.
FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
AND BOTTOM CONNECTION NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
• THE WALL AmD SOFFIT FRAMES ARE TOO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
C�.ADDIflG HARDIESOFFIT, CEMSOFFIT PANEL.
THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUB] CONSTRUCTION
DIAMETER X'1-1/4' LONG CORROSION RESISTANT RIBBED.
BUGLE HEAD SCREWS (SCREW $HALL HAVE AT LEAST 3
FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie BUilding Products, Inc.
SCREWS 6" O,C. AT PANEL EDGES AND INTERMEDIATE 10964 Elm Avenue
STUDS ® Fontana, CA 92337
j0reelaitor:
ne: 909-356-6300 sn FSOM NO DWG NO RED/
x 909 427-063�4 A PNL-PLK-SOFF E. Gonzales SCALS 1° = 3'-0° Dais: 4124/2013 SHMr 12 OP 12