HomeMy WebLinkAboutNotice of AcceptanceiL
1�'c �� . File Copy
S;. L17CIE 'COUNTY BUITLM,J G DMSION
MIAMI•DADE I qS r ID PEWNIT 1$'IUST BE KEPT GIN JOB TVIIAMI-DADE COUNTY
rNSPE-C—TI iu WILL DE PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
- = BOARD AND CODE ADM MI STRATION DIVISION T (786) 315-2590 F (786) 315-2599
=� NOTICE OF ACCEPTANCE rN h1 4` v o.ye� N' �� ` aV midade.eov/economv
e fi'Ef�s �'6�sNS ANDI ALL h°t�llr•iiaC�—s �T�-
-- James Hardie Building Product, Inc. ARE SUBJECT TO ANY CORRECTIONS
=' 10901 Elnt Avenue REQUIRED BY FiEp ® INSPECTORS THKI
k ' � ; 6�E I `v� R��.il�� Fontana, CA 92337 ADERTO. .
SCOPE: ;DEJ���a Jrfi!H.�" � c'S�� � QaQES�":,
— . This NOA is being issued under the applicable riles 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" Planks and Panels Fiber Cement Sitting 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 revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT MATING: Large and. Small Missile Impact Resistant
LABELING: A permanent label with the manufactuer's name or logo, Plant City, Florida, and the
following statements: "ASTM C 1.186 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 because 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 dnd
shall be available for inspection. at the job site at the request.of the Building Official.
This NOA revises NOA N 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
M}AMl•UADE COUNTY Expirations Date: May 1, 2017
Approval Date: April 9, 2015
0313o1��S Pagi61
James Hardie Building Products Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Sithmilted under NOA # 134311.07"
1. 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.
B. TESTS "Submitted under NOA # 13-0311.07"
Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/201.2, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
"Submitted under NOA # 02-0729.02"
Laboratory Report
Test
Date
Signature
2. ATI-16423-1
PA 202 & 203
03/18/96
A. N. Reeves P.E.
3. ATI 16423-2
PA 202 & 203
03/18/96
A. N. Reeves P.E.
4. ATI 16423-3
PA 202 & 203
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 CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by Ronald
I.Ogawa & Associates, Inc., dated 10/26/2014, signed and. sealed by Ronald I.
Ogawa, P.E.
03 3ol�o1S
_ l
Carlos M._ Utrera, P.E.
Product Control Esaininer
NOA No. 15-0122.04
Expiration Date: May 1, 2017
Approval Date: April 9, 2015
E-1
- WALL LENGTH
Stud Spacing at 161 O.C.
8.4 I. i
i
REOSEU
WALL i .
IEIGHT
i .off .® i,�®i*
I Nalls at 16" O.C. (typ.)
3V Minimum Edge Distance
Q!~igll�A Sheathing fastener, as described in
Note 1
Panel fastener, as described in
Note 2
HardiePanel, Cempanel,
Prevail Panel Siding
Water -resistive barrier per
- Florida Building Code Section
1404.2
5/8" thick / 5 ply APA rated
plywood sheathing fastened in
accordance with Florida Building
Code Section 2322.3
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.
SEE
DETAIL A
5/8" Mck 15 ply APA rated
plywood sheathing in
accordance with Florida
a Building Code Section
2322.3
Water -resistive
barrier per Florida
Building Code
Section 1404.2
2' X 4" S-P-F
Wood Studs
HardiePanel,
_S-ELCTLON B-B Cempanel,
Prevail Panel
Siding
PRdDUCT DESCE4eT -4
HardiePanel®; CempaneM, &
Prevail® Panel Siting materials are
nonasbestos fiber -cement products
tested in accordance with ASTM
C1186 Grade 11, Type A and meeting
the requirements ofthe Florida
Building Code.
PANEL DIMIENSlOA1S
Width Length Thickness
4' 8,9,1 V 5/15'
DESIGN PRESSURE RATING
Installation Design Pressure
Wood Studs 76 psf
Impact Resistant --
Planks installed'over 5/8" thick /5 ply
APA rated plywood sheathing .
tiAEF?ANHV,`CEINPAAIEL, I?RE_V_1�1� PANEI. SIDiI1G 1NSTALLI�TIt]�ETA1La
• 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 HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
MOA.
(Note 11 5/8" hick 15 ply APA rated plywood sheathing shall be attached to the studs in
accordance with Florida Building Code Section 2322-3.
■ The siding panels shag be installed over 518' thick 15 ply APA rated plywood sheathing supported
by a minimum of 2"X4" S-P-F wood studs spaced a mwdrnurn of 16" Q.C.
[Note -1 The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank
diameter, corrosion resistant siding nail; the fasteners shall be spaced at 8" 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 kxated at 16" O.C.
Fasteners shag have a minimum edge distance of 3/8" and a minimum clearance of 2" from
comers.
Creator. E. Gonzales
HARDIEPANEI., CEMPANEL,, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
.fames Hardie Building Products, Inc.
10901 Elm Avenue
Fontana. CA 92337
R:,
A + PNL-PLKSOFF , 3
ALE 1/2" =1'-0" 1 Date: 4t24=13 SHEET . 1 OF 12
Fastener Spaciper Florida
ng
Building Code Section 2322.3
Cladding
16.00in.
—'L— •
• '
Framing
•p�Z acv1sw
Fastener Spacing per Florida
Sheathing
oaowoW*wi*tftiFl01ift
Building Code Section 2322.3
1Brf1� Cam
•
��
PRODE TEEW5W
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as eom3Viyimgvi1b ft Fkw; a
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BYm: Bata
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aenaaa
F
`
ERA_ MING
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
WITH 3-'f/2" 16d COMMON NAILS (2 PER TOP AND
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
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
SHEATHING
■ NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
BUILDNG CODE SECTION 2322-3
LA CDDp�I_G
.fames Hardie Building Products, Inc.
1
!Phone:
■ THE PANEL IS FASTENED W" 7 LONG, 0.223 HEAD
10901 Sm Avenue
DIAMETER, 0.092•' SHANK DIAMETER, CORROSION
-
Fontana, CA 92337
RESISTANT SIDING NAILS, PLACE NAILS G' O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
009-356 66300
s�xE FSCM NO DWG NO
REV
Fax 909-427-OSU A PNL-PLK-SOFF 1
Creator E. Gonzales sME 1" =1--0• Date: 4/24/2013 SHEET 2 OF 12
)b
i
WALL.
pEl•gt•L A
On-Flod ds
WALL LENGTH
Stud Spacing at 16" O.C. SEE_
DETAIL A
0 COMWY4 Wi2h die F1l vide
! Qift
t�roi^ i�.tJj
•; `i Il � �� = O
318" Minimum
5/8" thick / 5 ply APA rated
vi�sir �r,� plywood sheathing fastened
to metal studs as described
�•��: _) in Note l
PRQDJCT D�SCREPI i0j�(
Hardieftnel®, Cempanel®, & Prevail®
Panel Siding materials are nonasbestos
fiber -cement products tested in
accordance with ASTM C1186 Grade It,
Type A and meeting the requirements of
the Florida Building Code.
paH�Lp�N1ENS1_oNs
Width Length Thickness
4' 8,9,10' . 5/16,
DESIG_Tf P�3,ES_S_if_F_2!r $AiING
Installation Design Pressure
LOF3lQ : 209a, 3-5/8"X 1-518" Meta! Studs 104psf I
t Metal Cstud
ZONALrrjrttt HardiePanel; Impact Resistant—
.S.kC-rJONJE3 Cempanel, Panel installed over 5/8" thick ! 5 ply
Prevail Panet APA rated plywood sheathing
Distance Nails at S" O.C. (typ.) Siding .
Sheathing fastener, as
described in Note 1.
Panel fastener, as described in
Note 2
HardiePanel® Siding
i Water -resistive
No. barrier per Florida
Building Code
STATE ,-' 4`� Section 1404 2
Water -resistive barrier per
Florida Building Code Section
1404.2
L5/8" thick / 5 ply APA rated
plywood sheathing fastened
to metal studs as described
in Note 1.
20ga, 3-5/8" X 1.5/8" .Metal C-stud
The wail and soffit frames are to be designed
by the Architect or Engineer of Record in
compliance with the Florida Building Code.
EiAi�DIE�•'ANE[�CEMPANELLPk�•EVAIL PANEL SIDING II�SJALi„�T_ION DETA,•ILS
■ All installation shall be clone in conformance with this Notice of Acceptance, the manufacturer's
installation recommendations, and the applicable sections of the Florida Building Code:
■ Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
N.O.A.
■ [Note 115/8" thick 15 ply APA rated.plywood sheathing shall be attached to metal studs at 6"oc ,
at panel edges and all intermediate supports using a No. 8-18,'0.315" head diameter x 1-114" long
bugle head screw
• The siding panels shall be installed over 5/8" thick 15 ply, APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3-51W X 1-5/8" Metal C•;studs spaced a maximum of 16"-
O.C. �
■ [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-0/8"
long` ribbed bugle head screw ("or screw shall have at Ieast 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 through the 5/8" thick 1.5 ply APA rated plywood sheathing into metal
studs located at 16" O.C.
R Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from
comers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STIED CONSTRUCTION
James Hardie Building Products; Inc,
* _ 10901 Sim Avenue .
Fontana, CA 92337.
Phone: 909-356-6300 SIZE. FSCM NO DWG NO REV
Fax 909-427-0634 A PNL-PLK-SOFF 1
Creator: E. Gonzales SCALE' 112"= T-0" Date: 4/23 OF 12
�{ 6.00in. �+
J I.
1 !I
•I 1•!
I1
• T
6 00in.
D6LnDiDCZ'&EV25FSi
BY
ProductOetal
ff �I
�I
1 • � 6.001n. l I
I
I I ,
1.1
fI
PkCMCrREVItSFD 1
rr aypd�q with ra Fltui�a
• Dee o/ .
.EBAMfNG
• 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
SFIEpgiNING
NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
EDGES ARID ALL INTERMEDIATE SUPPORTS USING A
NO-8-1 S. 0.316' HEAD DIAMETER X 1-11,V LONG BUGLE
HEAD'SCREW
CLADDING
THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD
DIAMETER X 1-5/8 ° LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREW$ 6" O.C. AT PANEL EDGES
"0 INTERMEDIATE STUDS
Cladding
Framing
i
II .
I • I Sheathing
I!
0 GA
I� I
hI
I , • I , NO 21
it •I= STATE OF
FL0 R1D:" -V�`�
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)
HARDIEPANELy CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
_ 10901 Elm Avenue
Fontana, CA 92337
Phone: 909-356-6300 s Fscm. No DWG NO REV
Fax 909427-0834 A PNL-PLK-SOFF
Creator Gonzales scare 1" = 11-0" Date: 4/2412013 SHEET 40F12.
•
Stud Spacing at 16" O.C. WALL LENGTH
i
TI]
_... _.. — .....i
.........._
. _-.-_._._ ,..............
........ _.,.,.. _......._._,.,-_......__ ,..._.. .
I
j
i i t
ICpN///iiiir,,1►�
i
1 i I I
ffi M wyms wee FiDd& �'
WALL
' i
Bw'lde�¢gO*k
,; a-' s►i' '
!EIGHT7.1
NiionUl ate' P,,duA C'bnln l 1 : j '
3/4" Minimum
Edge Distance
Mails at 16" O.C. (typ.)
2 IA .( A
Sheathing fastener, as
described in Note 1
\ Siding fastener, as
RE described in Note 2
Lo-bb Fhwi �t
r HardiePlank,
Cemplank, Prevail
Lap Siding -
Water -resistive barrier
per Florida Building
Code Section 1404.2
5/8" thick / 5 ply APA rated
plywood sheathing fastened
.in accordance with Florida
Building Code Section
2322.3
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.
SEE
DETAIL
PRODUCT DESCQP Pi1Q9
A HardiePlank®, CempiankS,A
prevail® Plank Cap Siding materials
In thick / 5 ply APA are nonasbestos fiber -cement
ed plywood products tested in accordance with
.atning in ASTM C1186 Grade 11-, Type A and
xrdance with meeting the requirements of the
irida Building Code Florida Building Code.
c5on 23M3 PANEL DAM N$�ONS
Water-ressLve Width Length Thickness
barrier per Florida
Building Code
Section 14042 D_mmN PF,.,ESSUw RATING
2"X 4" S-P-F installation Design Pressure
Wood Scuds ' Wood Studs -92 psf
Lap Siding impact Resistant —
Planks installed over 5/8" thick / 5 ply.
14W tau X 5116" APA rated plywood sheathing
thick starter strip
.H.A,EtDI�P_LA�IiC�C�3NPLANK,-.PR�A_.l4W�S_ID_I�IG.JNSTp�LLq'iiON D�[Ai}.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 HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
Engineer orArchitect per the Florida Building Code and the requirements of this N.OA,
[Note 115/8" thick 16 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 IAA wide
laps at the top of the plank such that the exposure area of each plank -is S 8-1k' vertically.
• [Note 21 The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.09Z'shank diameter,
corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontaliy;
fasteners are driven into wood studs through 60'thick / 5 ply APA rated plywood sheathing, fasteners .
are placed in the overlapping area approximately 314" from the bottom edge of the overlapping plank
Vertical joints shall be placed over studs.
it The planks shall be installed over 5/W thick / 5 ply APA rated .plywood sheathing supported by a
minimum of Z%4" S-P-F wood studs spaced a maximum of 16" O.C.
In Fasteners shall have a minimum edge distance of Mr.
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAiLS.WOOD STUD CONSTRUCTION
James Hardie Building Products, tna
10901 Elm Avenue
Fontana, CA 92337
DWG No
A I I PNL-PLK-SOFF j . 1,
Creator. E -,)males Isate 1/2" =1'.0" 1 Date: 4124/2013 4sr1EEr 5 OF 12
Fastener Spacing per Florida
Building Code Section 2322.3 16 in. OC Cladding
lI
Framing
Fastener Spacing per Florida
P 9 P � Sheathing.
Building Code Section 2322.3
........................ ..............:._--_..__. __.�.___..._...._...___..I 1.
J?RC wCrREV sID •
as3� widemrl�r:d�s
.1rseptnaocl►io f -L��l� �% .....- -- - - `
#1°' 11a GA.
I 18�
odeProductContract V wCr REWSM
�� • I ���1 L
sa•25In. � r oandxiag ; �' `S� +
,b15��Z I . No. 1.21 ,
STATE OF = �:
r tzAnnl�les ia- cowd
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED ~��5� - •..... �G���
WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION) 'FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND�FS�I`{Y�LOAD ARE
BY THE ARCHITECT OR ENGINEER OF RECORD IN = THE WALL AND SOFFIT FRAMES ARE TO DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
-COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATHING -
■ NOMINAL 5/8" THICK / $ PLY APA HATED PLYWOOD
SHEATHING'.FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
BUILDING GODS SECTION 2322.3 INSTALLATION DETAILS WOOD SCUD CONSTRUCTION
_C_1LApQ(N_ G
■ PLANKS.OVERLAP 1-1/4"
■ THE EXPOSURE IS s8-1/4" James Hardie Building Products, Inc,
■ THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" 10901 Elm Avenue
HEAD DIAMETER, 0.09V SHANK DIAMETER; CORROSION- a
Fontana, CA 92337
RESISTANT SIDING NAILS,• PLACED 3/4" UP FROM THE phone: 909-356-6300 SIZE FSCM NO .. DWG NO REV
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909.427-0634 A PNL-PLK-SOFF rt
Creator. I-Gonzalessrai e . rt" =11-p" Dale: 412l2093 sN�r s OF 12 ;
WALL
HEJGF[I
by
at 16, O. C.
—liVALL LENG
SEE
PE-ODUC7 DISC IPTiO_!�i
DEWLA
HardiePlankID, CimplankG, and
)i
Woo thick 15 ply APA
rated plywood
Prevail® Plank Lap Siding materials
are nonasbest6s fiber cement
....... . . . - - -- - ------- -- - ----------
-
sheathing fastened.
products tested in accordance with
to metal studs as
ASTM C1 186'Grade 11, Type A and
pit0ii la RE3MS,E: Dt
described in Note 1 .
meeting the requirements of the
Florida Building Code.
. I -
c0i -0 A&Mnift ,, I , ;�,J .1
Li A JV
..it, r, �
water-resistive
J
1; ..
!
- 11
"Z
bander per Florida
LLAKK-QL1qft4LQN4
-
Building Code
Width Length Thickness
Section 1404.2
:99-1/Z 12!, 5/161!
0
20ga, 3-noo X 1 DESIGN 1�
PRESSU RATING
Metal___.---!R
Metal C-stud -
Installation
-jlAlqPF Design Pressure
............ ------- ePlank, Metal Studs* -92 psf
mplank, Prevail
Lap, Siding Impact Resistant- -
Distance Nails at I e" O.C, (typ-) IVAL Z& I-1wtauxamV. Planks installed over 5/8" thick 5 ply
thick starter strip APA rated"plywood sheathing.
AT -ION Q9W.Lis
■ All installation shall be done in conformanp:6 with this Notice of Acceptance, the manufacturer's installation
Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Coda
described in Note 1 Metal studs where HardlePlank, Cernplank Prevail Lap Siding will be installed shall be designed by an
Engineer f%rArchitect per f%nApm^f4+hoto. requirements ^44Woe K1 n a
ith dw f1wift J, W shaft
[Note i] 5/8"thick 15 ply "APA rated plywood sheathing shaft be attached to metal studs at 6"oc at panel
Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head diameterx IAA/ long bugle head screw
MI IW17 described in Note 2 " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114" wide laps at
the top of the plank such that the exposure area of each plank is SAM'veTtically.
. [Note 21 The Siding fastener shall be a minimum No. 8-18, 0.315"head diameter X 2-1/4" long* bugle head
CA11111" HardiePlank, screw over metal studs (*!or screw shall have at least 3 full threads penetrating metal frarrfing); The siding is
Cemplank, fastened:5 8-1/4' O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 618"
thick 16 ply APA rated plywood sheathing, fasteners are placed in the overlapping area appri6ximately 3/4"
Prevall,Lap Siding from the bottom edge of the overlapping plank.
S Vertical joints shall be placed over studs.
A Water -resistive n The Planks shall be installed over 50 thick 5 ply APA rated plywood sheathing supported by a 'minimum
barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8!'Metal C-studs spaced a maximum of 16" O.'C.
a Fasteners shall have a minimum edge distance Of 3/811,
Building Code
Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
5/6'thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION
plywood sheathing fastened to
metal studs as described in James Hardie Building Products, Inc,
Note 1 10901 Elm Avenue
Fontana, CA.92337
20ga, 3-5/8" X 1-5/8!' Me�bl' C-atud Phone: 909-356-MOO SIZE FSCM NO OVVGNO REV
The mall and soffit frames are to be designed Fax 909-427-0634 A PNL . -PLK-SOFF.
by the Architect or Engineer of Record in I !. 1�
compliance with the Florida Building Code. -Creator. -E. Gonzales SCALE 1/2" = 1'-VI Date: 4124/2013 1 SWEET 7 OF 12
B
314P.Minimurn
0.751n. T_
i
s,00in.
as complyi*wdalbeflarifs
._---.......
-------------
• 58.2I5in.
ERA- WG-
■ NOMINAL 20 GAUGE 3-518" X 1-5/8" 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 BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHE TUjNG
■ NOMINAL 618" 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
CLAI]DTNG.
PLANKS OVERLAP 1-1/4"
• THE EXPOSURE IS S 8-11#'
THE PLANKS ARE FASTENED WITH NO.8•18, 0.315-
HEAD DIAMETER X 2-1/4" LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULL THREADS
PENETRATING THE METAL FRAMING), PLACED 3/4" UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
' )D LOCATION
16 in, OC Gadding '
Framing
j6.00in.00 I I Sheathing.
j •I .I �,
ij GA
oo�pi wish We Flo mb
Cv4 J ��
D. 121
iI�oelaatC,a�ei • = STATE OF
ONAL
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 DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products,.)nc.
® 10901 Elm Avenue
Fontana, CA 92337
Phone:909-356-6300 SIZE F'SOM,NO DWG NO RN
Fax 909-427-0634 A PNL PLK-SOFF 1
Creator. E Gonzales SCALE 1" = T-0" Date: 4124/2013 SHEET a.OF 12
WALL LENGTH
Stud Spacing at 18" O.C.
IJ
WALL
IEIGHT
i
it_�..i"--- --------- �....... ....... i' ......�,.--x
318" Minimum
DI.�TAI1�:A
SEE PROaUC� DESCf+UPTL
DETAIL A HardieSotfitS $ Cemsoffio materials are
_ nonasbestos fiber -cement products tested in
accordance with ASTM C1186 Grade 11, Type A
and meeting the requirements of the Florida
I Building Code.
SOFT DIMENSIONS
2" X 4" S-P-p
Width Length Thickness
Wood Studs
�g19,
p�S1G_N PF�iZSS1JJRE�F2ATj�tG
HardieSoffit,
Installation Design Pressure
Cemsoffit
.Wood Studs 70 psf.
Distance ails at 4" O.C. (typ.; p�r�FRODi �
*, IFW& Euf►dmg codle
�c0ae .d� Ate_ No 131-03 f l,�-
ftaw dad
GAitiq
No- 4 21
STATE OF
G',c FAQ RtaP��,�.
4.o0in. 16.00in; Cladding i
Framing
4.00in.1
vV
ID W
AMV�W:A� No C?a 1 4y
Expiradmy Dam - aw4l n r7 � tz
Wol S ATE OF PC
FAR OG I
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FORM ETAL 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 ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
CLADD111�
THE SOFFIT IS FASTENED WITH 2" LONG, 0223".HEAD HARDIESOFFIT, CEMSOFI=IT PANEL
DIAMETER, 0.092"SHANK DIAMETER, CORROSIONINSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C.'AT PANEL
EDGES AND INTERMEDIATE STUDS .lames Hardie Building Products, Inc.
0 10901 Elm Avenue
Fontana, CA 92337.
Phone: 909-356.6300 SIZE FSCM NO Dws NO REV
Fax909-427-0534 A PNL-PL"OFF- t
Creator. E. Gonzales scALe 1 1'-0,"? Date: 4124/2013 SHEET 10 OF 12
WALL
WALL LENGTH —+
Stud Spading at 16" O.C..
Bt--, 1 1 I
13
3/8" Minimum Edoe Distance
�- DEfA14A
SEE k- QQUGT BESCRIP'>_LQN ,
DEiAILA HardieSoffirt� & CemsoifitO materials
are nonasbestos fiber -cement products
tested in accordance with ASTM C1186
Grade li, Type A and meeting the
requirements of the Florida Building
Code.
20ga, 3-5/8" X 1-5/8" SO_I_i DIMENSIONS
Metal C-stud . Width Length Thickness
4` 8'
HardieSoffit,
CemsoBit n IGN JERE_ SURE RAT}NG
Installation Design Pressure
i. Metal Studs i -Wjvf�plt/
-ri 1wCTIQt� PRODUCrREVIS£D
Nailsat6"O.C. (typ.) PRODL'Ci' EVISED asooruptybewith &CFloridaAc=p NO
121
wot+b a rb� -t7 l Ex .rN 7 ` -p
c«Rr57A OF 7i `1
w..aK. cA.trd ode iP udsx t oi
am _.c= - EQR 1 U k 1, 1�111
I .. Cladding
' Framing
' 6.00 nine -
PReDUCC REMISED
j 'sa�lllog�WcFioliir pR�7CT1ak:�D
WCO
Nu S I s vrBb tho ir:ari3s
- C�`�Q��`'�..,.` 'I,ro !',3•,C�3Il.G'7 _ r�frsiri..ry��
��rr � '4�,f! AWq
• INimmu »aicPeodae�cbmw1
/ , 2 2A .
_.•'�`Q N.
- '`Fssro�vP4��
FRAMING y! `��••'��ir�rr�N��
■ NOMINAL 20 GAUGE 3-516" X 1-5/8" STEEL STUDS 16" O.C.
FASTENED WITH 5/8" WAFER HEAD SCREWS. (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESIE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED .
BY THE.ARCHITECT Oft ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CLADQiNG HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH SI N R SIST HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4"LONG CORROSION RESISTANT RIBBED '
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3
FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc.
SCREWS V1 O.C. AT PANEL EDGES AND INTERMEDIATE _ g 10901 Elm Avenue
STUDS Fontana, CA 92337
Phone: 909�356-5300 SIZE FscM NO OWG NO REV
Fax 909-427.0634 A PNi-PLK SOFF q
Creator. F -Zonzales sr��q ��� � a,�,� nmta• AmdnniA