HomeMy WebLinkAboutNOASCANNED
ht® BY
� St G..UC1L COUt1tu MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Sheet, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RM) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIMION T (786) 315 2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www miamidaae eov/eeona�
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 (AHI).
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 theirjurisdiction. REEL 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 desrn'bedherein, 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 Siding and Sof t
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPhndr Prevail Lap Siding; HardieSoffit, CemSofRt Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04124/2013, 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 Small 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 I710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered after a renewal applicationhas 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 ifthere has been a revision or change in the
materials, use, and/ormanufacture 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 literanne. 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 ofthe Building Official.
This NOA renews NOA # 15-01=04 and consists of this page 1 and evidence page &I, as well as
approval document mentioned above.
The submitted.documentation was reviewed by Carlos M 77trera, P.E.
NOA No.17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
*Z712-017 Page 1
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, CemSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets I 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) 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 08/24/2012, 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 "Submitted underNOA # 15-012204"
1. Statement letter of code conformance to the 5m edition (2014) FBC issued by Ronald
I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
orrz7/2ol
Carlos AL Utrera, P.E
Product Control Examiner
NOA No.17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
E-1
By
WALL
HEIG
WALL LENGTH
Stud Spacing at 16, O.C.
B.e- 1- ( -I
Iuts,rz,l3,CvN.07
Of �(
RENEWED
with the Florida Nails at 16" O.C. (typ.)
17-0406.06 3/B" Minimum Edge Distance
AU�B Sheathing fastener, as described in
Note 1
Panel fastener, as described In
Note 2
HardiePanel, Cempanel,
Prevail Panel Siding
Water-mitstive barrier per
Florida Building Code Section
14042
6/8" thlok / 6 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
DETAILA
E&QD J'EMC�LJSS>lJ
HardlePanei®, CempaneA &
Prevail® Panel Siding materiels are
nonasbestos Eber-mment products
518" prick f 6 DIY APA rated tested in accordance with ASTM
(
plywaodsheaftliIn C1166Grade 11,Type Aand meeting
accordance with Florida the requirementa ofthe Mottle
Bw1d'ng Code Section Building Code.
Y
23223
r
PBMEL�4l1NS1SlN
Water -resistive Width Length TNdmess
+y�
per Florida 4' 8,9,t0' 5/10,
Bul&r
Code
r•�
Searon 1404.2 �F,gN PREfSI=RReTtNG
xX4"S-P-F Installation Design Pressure
Wood Studs .76 psf
Wood Studs
HardiePanei, Impact Reslstant—
Cempanel, Planks installed over SO thick / 6 ply
i
9.�LS
PmvairPanel APA rated plywood sheathing
Siding
+ A insianavoneneu oc vvnv -' - ----•
installation recommendations, and the applicable sections of the Florida Suliding Code.
+ Wood studs where HerdiePanel, Cempanel, Prevali Panel Siding will be installed shall be
designed by an Engineer erArch'daat per the Florida Building Code and the requirements of this
MCA
+ (Moto 11 6I8" ihidkl 6 ply APA rated plywood sheathing shalt be attached to the studs In
accordancewfth Florida Building Code Section 2322.3
+ The siding panels shall be installed over 6/B° thick 15 ply APA rated plywood sheathing supports(
by a minimum of 2'9t4" SP-F wood studs spaced a maximum of 16" Q.C.
• EIota 21 The siding panel fastener shag be a 2" long, O'223" head diameter, 0.09x' shank
diameter, corrosion resistant siding nag; the fasteners shall be spaced at 6" O.C. at panel edges
and intermediate studs; the fasteners shall be driven through the 601 thidkf 5 ply APA rated
plywood sheathing Into wood studs located at 1W O.C.
• Fasteners shall have a minimum edge citstanoB of SW and a minimum clearance of 2"from
comers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Jaynes 1lardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
A I I PNL-PU(SOFF
creator: E.Gonzales acne 112"=1'•0, I Data:4f242013 IaneeT 10F12
Fastener Spacing per Florida
Building Code.Seolion 2322.3
.ei.Y1T.:
I• Fastener Spa, cflgper Florida
Building Code Section 2322.3
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-Nb. 17-0406.06
Explratlon e05/01/2022
By
Miami- o duct Control
p6gmm
• • NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3.1l2. 1Sd COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
• THE WALLANO SOFFIT FRAMESARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATHIN.0
+ NOMINAL 601 THICK 15 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322,3
%ADDIM
• THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD
DIAMETER, 0.092° SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
1
.I I• � D-.csS-zo
Cladding
Framing
Sheathing
13
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, CEMPANE4 PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc,
10901 Elm Avenue
Fontana, CA 92337
FaX909-427.0834 I A I I PNL-PLKSOFF 1
Creator: E. Gonzales 'sous 1" -1'•0" I - Date: 4/24,2013 sKsr 2 OF 12
WALL
HEIGHT
WALL LENGTH
Stud Spacing at 16" O.C.
8 a -
dR1d!
FkTih
VVtV1
wa.l
f/.07
No.
��
.l �=��.d4
STA E
•-FLOR1
!
fit A
�.
'a=
PRODUCT RENEWED
so complying with the Florida
Suliding Code
NOA-No. 17-0406.06
B(-
3/8" Minimum Edge Distance Nags at 6" O.C. (typ.)
Sheathing fastener, as
described in Note 1.
Panel fastener, so described In
Note 2
HardisPanelS Siding
Water-reslative barrier per
Florida Buliding Code Section
1404.2
518" thick /5 ply APA rated
plywood sheathing fastened
to metal studs as described
In Note 1,
209a, 3-3/8" X 1.618" Metal Osh d
The wall and satin frames are to be designed
by the Architect or Engineer of Record In
compliance Wtth the Florida Building Coda.
SEE
DETAIL
T-618"thick/6p1yAPArated
..y
PB4QU� DEBcaiP710N
A HardlePanel9, CempanelS, & PfevailS
Panel Siding materials are nonesbestde
fiber-cememproducts tested In
plywood eathingf��tetied accordanc�vAthASfP11C7188Gladell,
to metal studs as described Type A and meeting the requirements 01
In Note 1 the Florida Building Code.
-,
LJZWANMM
)1 lkbsrierperFlodde
wafer -resistive Wdth Lengt1i Thickness
4' 8,91 6/18"
•{� `
ButitlingCode
L
F ;
Section 1404.2 P:%1Q�1 t?SE5911R�J38TJN4x
�`/l
Installation Design Pressure
toga, 3S/8" X 1•fi18" Metal Studs A04 psf
Metal C•stud
,rNrrrtr
HamllePanal, Impact Reslstant-
Panel Installed over 6169thick /6ply
B qO
@ Cempanel,
APA rated plywood sheathing
Prevail Panel
Siding
• All Insta�ation shall be done in conformandewith this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Piorlda Buliding Code,
• Metal studs where HardiePanel, Cempanei, Prevail Panel Siding will be Installed shall be
designed by an Englhaer erArchiteot per the Florida Building Code and the requirements of this
N.O.A.
• (Note 11 516" thck / 5 ply APA rated plywood sheathing shall be attached to metal studs at U oo
at panel edges and all Intermediate supports using a No.848, 0.316" head diameter X 1-1W long
bugle head screw
• The siding panels shall be Installed over 618" thick / 5 ply APA rated plywood sheathing
supported by a minimum 20gs, Nominal 3.518" X 1.618" Metal C.studs spaced a matdmum of 160
O.C.
• (Note 21 The siding panel fastener shall be a minimum No. 6.18, 0,316" head diameter X 1.6/8"
long` ribbed bugle head screw ("or straw 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 through the 618" thick/ 5 plyAPA rated plywood sheathing Into metal
studs located at 18" O.C.
• Fasteners shalt have a minimum edge distance of 318" and a minimum clearance of 2" from
comers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METALSTUO CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA W337
A I I PNL-PLKSOFF
Creator. E Gonzales Isom&' 1/T'. 114" I Data: 4/24/2013 IeHEST 3OF 12,
,
B.Ooin. +
�I I
.I
•I � I
PRODUCT RENEWED
as complying with the Florida
Building Coda
NOA-No. 17-0406.06
Exolration nate06/01 /2022
pR0m G?RBvNm
sacamptylogwitht Flardda
Isdldf3ao& ^1f 6
,:�rrry<nrr
: NOM NAL 20 GAUGE 3-S/8" X 1-6180 STEEL MOB 18" O.C.
FASTENED WITH B18' 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
S NOMINAL 5/8" THICK! S PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT G' OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING
N0.8.18, 0.315" HEAD DIAMETER X 1-lW LONG BUGLE
HEAD SCREW
FL1�PJJSx
THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD
DIAMETERX 1.818' 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 INTERMEDIATE STUDS
II
ICI
II
I, I
II
II
I,I
II
I.I
II
11
7Fmmlng
i Sheathing
0�4121
it
STATE Of
C_l
FOR METALAND WOOD STUDS. PROVISIONS FOR M ACTION AND GLOAD
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THEE LOADS) E
HARDIEPANI L, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METALSTUD CONSTRUCTION
Jame$ Hardie Building Pfodtlds, IIlt
10go1 Elm Avenue
Fontana, CA923V
-nuno: o�oww...... I I PN�SHEFTSO'F
�4OF
1
Fax 909 427 0834 A
Creator: E. Gonzales sanLe 1" 01'-0" Date:4i2412013
Stud Sparing at 16" O.C. WALL LEN
i 1
i
I(
.�
i f as
a
yfng wkb
Coda
Boil'
L. 1101
HALL
;1
-
--[GMT
I�
'$I 1.
3l4"Minimum Edga Distance
Nabs at 16" O,C. Ib'P�)""�iar//err
t�ias1
r.
PRODUCT RENEWED
as eomplying with the Plorldo
Building Code
NOA-No. 17-0406.06
Expiration Qpte05/01/2022
•Sheathing fastener, as
described in Note 1
Siding fastener, as
described In Note 2 '
HardiaPlank,
Cemplank, Prevail
Lap Siding
Water -resistive barrier
per Florida Building
Code Section 14042
SW thick / 5 ply APA rated
plywood sheathing fastened
.in accordance with Florida
Bullding Code Section
23223
2" X 4" B-P-F Wood Studs
The well and soffit frames are to be designed
by the Architect or Engineer of Record In
comollonce with the Florida Sullding Code.
SEE
PRODJtCTDES�$IPAQLt
DETAILA
HardlePlank®. Cemplank®, &
PrevellR Plank Lap Siding materials
_` 5/a"thld</6pIyAPA are nonasbestost1ber-cemerd
d pyweod products tested in accordance with
ASTM C1188 Grade 11, Type A and
athing to meeting the requirements of the
accordance
Florida Building Code.
ingwit
rida Butlding Cale
Building
ction 2322.3 P_&k!1i?JlD ONq
Water-matstive Width Length Thickness
barderparFtodda 59.112" 12' 5116"
tFl,v
Bulift Code
Section 1042 • RI�MUEU3�iVR +itdQ
2"x4•S•P-F Installation DesignPrakure
Wood Studs wood Studs -92 pat
Lap Siding Impact Resistant —
Planks Installed over 5/8" thick / 6 ply
1.114'taA X 6/ts" APA rated plywood sheathing
thick slartehstrip
NA1�RlEFJ-At�C�60.2LANK PREVAIL LAP StA1ElGJN�xl1LL9iL0i4PAAll�
• Al Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Cade.
■ Wood studs where HardiePlank, Cemplank, Prevail tap 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 43 6/8" 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 1-1/4" wide
laps at the top of the plank such that the exposure area of each plank Is s 8-1/4" vertically
• [Note 21 The siding fastener shall be a 2r1/2• long, 0.223" head diameter, 0.082'shank diameter,
corroslon-resistant siding nag; The siding is fastened 5 8-1/4" O.C. vertically and 18" O.C, horizontaly;
fasteners are driven Into wood studs through 518" thick 16 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 shall be placed over studs.
• The planks shall be Installed over 5W thick / 5 ply APA rated plywood sheathing supported by a
minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C.
• Fasteners shall have a minimum edge distance of 3/0'.
HARDIEPLANI , CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCiiON
James Hardle Building Products, frim
' 10901 Elm Avenue
Fontana, CA9233T
PNL-PLK-SOFF
CreatorI- Gonzales Fc+LE 1/2'-V-0" I' Date:4/2412013 [SHEET 6OP12
Fastener $pacing per To"o .—
Sullding Code Section 2322.9
PRODUCT RENEWED
as eompiying with the Florida
Buildino Code
N OA-N o. 17-040 6.0 6
0.78in Ezplretlon D o05/D7/2022
By
Miaml-D'adb Product Control
P�
• NOMINAL 2" X 4" S-P-F WOOD STUDS 16" D.C. FASTENED
vvITH 3.1/2' 18d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF A15CORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
• NOMINAL 6/8"THICK /6 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 23223
PJ-9AJRIAISa
• PLANKS,OVERLAP 1.1/4"
• THE EXPOSURE IS 58AW
• THE PLANKS ARE FACE NAILED WITH 2-1/2 LONG, 0.223"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION.
RESISTANT SIDING NAILS,'PLACEO 314" UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION
I
Fastener 6pa1n9 per Florida iol
Bullding Code Section 2322..3 .I
•I
PRODUCCAMED
esretoirinawNhlhe Flo" I'
In. OC---.PiCladding
Framing
10
,. I Shea ling
•I
. • `,,` NQ. 121
STATE OF C
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND df(AVffLOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardle Sullding Products, Ina
10S01 Elm Avenue
Fontana, CA92337
Fax 909-427-0634 A I I IPNL-PLK-SOFF
Creator. E. Gonzales SCALE T" d 1'-0" Daie1412412013 SKOU 8 OF 12
1
Stud SpacingI at 15"I O.C. WALL LENGTH
Bt-• I tom% D
i
i
NALL
l ii
s
as 000tplyusg
i
Mb iliw Prm,du
C l
I
t
��
L
EIGHT
I
I,
p
1.
' By
� ss/()nlnr•'Cz��I�t Its
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
3r4" Minimum cage uistance Nails at 10" U.U. lryPd
Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2
HardiePlank,
Cemplank,
Prevail Lap Siding
Watenreslstive
barrier per Florida
Building Code
Section 1404.2
6/8" thick / 5 ply APA rated
plywood sheathing fastened to
metal studs as described in
Note 1
Expiration 05101/2022 209a, 3.9/8"X I -SW Metal C-stud
The wall and soffit frames are to be designed
By by the Architect or Engineer of Record in
Miami-DISee Product control compliance with the Florida Building Code.
SEE
ETAIL
A
�6/8"
ihlck/5 pIyAPA
rated plywood
P�tQD��T_p6lPT1S
HardiePlankO, Cemplank®, and
Prevail® Plank Lap Siding materials
are nonasbestos fiber -cement
Sheathing fastened
products tested in accordancewith
to metal studs as
AM 011$6 Grade u, Type A and
described In Note 1
meeting the requirements of the
Florida Building Code.
Water -resistive
Kamer per Florida
PU J K D�M.gKS MFt
Building Coda
Width Length Thickness
ZL
Section 1404.2
58-1/2" 12' 5/18.
20A 3.818" X 1.618•
P-F-SLG.j9,MM- —t1RE LA3IN9
>
MetalCsfutl
Design Pressure
HardiePlank,
Metal
Metal8tud9 -92 pat
plank, Prevail
LapSkiing
1.114. tall X 6/1e"
Impact Resistant -
Planks Installed over 518" thick 15 ply
ag
•
twok starter strip
APA rated plywood sheathing
1dAt3gtF.aLgy)�c�f(tpJ gNK. PR�V.91�L�II��i•�N$xA.4bAT1QN�ETAILS
• 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.
• Metal studs where HardlePlank, Cemplank, Prevail Lap Skiing will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this MCA
• [Note 11 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 5"oa at panel
edges and all intermediate supports using a No.8.18, 0.316' head diamear 1.114" long bugle head screw
• Planks shall be applied horizontally commending 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 19 58.1/4" vertically.
• INote 2] The slding fastener shall be a minimum No, 8.18, 0.315" head diameter X 2-1141 long* bugle head
screw over metal studs (or screw shag have at least 3 full threads penetrating metal framing); The Siding Is
fastened s 8.1W O.C. vertically and 18' O.C. horizontally, fasteners are driven Into metal studs through 618"
thick 16 pIyAPA rated plywood shesMIng,'fasteners ere placed In the overlapping area approximately 2/0
from the bottom edge of the overlapping plank.
• Vertical joints shell be placed over studs.
• The planks shall be Installed over 618"thick / 6 ply APA rated plywood sheathing supported by a minimum
20ga, Nominal 3-S/8"X 1-50 Metal C-studs spaced a maximum of 15' O.C.
• Fasteners shag have a minimum edge distance of 318",
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardle Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
PNL.PLK SOFF
'Creator E.Gonzales I60A.e 112"dt'-d" I Dete.412412013 JSHW 70F12
6.00in.
B.00In..l •
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.136
0.781n,T r�Expiration o teOS/01/2022Aff
By I .
Mleml mgb -••_—Product Control
—,"--Tom•-_....._,,.—.��_—.....
I
•n ca�wlt'hWl.rii4�e Ft�ed•
!A;anf: e
• 582� .
• NOMINAL 2DGAUGE 35/6"X1-8/8"STEEL STUDS 16"
O.C. FASTENED WITH 618" 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
SHEATHING
• NOMINALS/8"THICK/ S PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0,318" HEAD DIAMETER X 1-1W LONG BUGLE
HEAD SCREW
gL_4p m
• PLANKS OVERLAP 1-1/4"
■ THE EXPOSURE 18 r 8.1W
• THE PLANKS ARE FASTENED WITH NO.8.18, 0,31W
HEAD DIAMETER X 2-1/40 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
STUD LOCATION
In.
I
ABvm
1tti1
•••
�wilbdw PNxid•
�
.� r P.udM,tC:o�Ygi
i'O =.
STA
Cladding
Framing
Of
Sheathing
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
Hardie Building Produats,3no.
10901 Elm Avenue
Fontana, CA 92337
FOX 909427-OBU A I IPNL-PLK-SOFF 1
Creator. E. Gonzales saete 1" - 1'-0' Date: 42412013 SHEer 8 OF 12
WALL
i
PRODUCT RENEWED
as ComPlying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration ppteOS/01/2022
Stud Soacinq at 15' O.C.
Nails 4"
3/8" Minimum Le Distance
Soffit fastener, as
described in Note 1
HardisSoffit, Cemsotrlt
Minimum 2" X 4" S•P-F Wood Studs
The wail and soffit frames are to be
designed by the Architect or
Engineer of Record in compliance
with the Florida Building Code.
SEE
DETAILA
�T-
r `
/1
2" X 4" S•P-F
Wood Studs
Hardie3otfil,
Cemsorfit
bed
REMI ALU
ar3oQUODessall Qd
HardleSoflit® & Cemsoffdai materials are
nonasbestos fiber cement products tested In
accordance with ASTM 0118e Grade II, Type A
and meeting the requirements of the Florida
Building Code.
A9ffm1MEN4LM
Width Length Thickness
4' a 114,
Installation Design Pressure
.Wood Studs -70 per
1
Ail 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 HardleSoffit, Cemsoffit 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 TX4" S-P-F woop studs sparred a maximum of 15' O.C.
[Note 11 The soffit fastener shall be a 2" long, 0.223" heed diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at4" O.C. at panel edges and
intermediate studs; the fasteners shall be driven into wood studs located at 10" O:C.
Fasteners shall have a minimum edge distanoe of 3/3" and a minimum clearance of 2" from comera.
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DECAYS WOOD SCUD CONSTRUCTION
James Hardle Building Products, Ina
1D901 Elm Avenue
Fontana, CA 92337
Fax 909427.0834 A PNI-PLK-SOFF
Creator. E. Gonzales sous 1 e v v cr I Date; 4=21113 Ismaar. a OF 12
. . . . .
. . . . . .
PRODUCT RENEWED
as complying with tho Florida
Building Code
NOA-No. 17-0406.06
Explrotlon D a05/0112022
T By
TT
4.00it1.1 Miamh q Product Control
• •
PRllUUCf CEVISF.D PRODUCIrREWSM
fill
0ff � the Florida as wwpiyingwifL die FEW&
lttll
l
+
6177
E�Ottc 0 Bm� �S-
`1
sE�
Mwnf AnAwa CYaoxM . tttam n7o Pro7oct
"
. .. . . . .
'
. . . . . . —.
=
t
-
MUM
NOMINAL 2' X 4" S•P-F WOOD STUDS 10" O.C. FASTENED
WITH 3-1W 18d COMMON NAILS (2 PERTOP•AND BOTTOM
CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCRITECT OP ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
56ADDING .
THE SOFFIT IS FASTENED WITH 2' LONG, 0.=' HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 41' O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
/ Cladding
Framing
3. V1 21
STATE OF
0
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)
HARDIESOFFR, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
,tames Hardie Building PrOduota, Inc.
10901 Elm Avenue
Fontana, CA92337
Fax909.427-0834 A PNL-PLKSOFF 1
Creator.I- Gonzales souE ^=10• Dsle:4/24/2013 swEEr t00Fl2
WALL
1
WALL LENGTH SI_E PROP-U-CIp_Ea„M)MAN
Stud Spabing at 16" O.C. DETAILA HardieSoffit0h & Cemso(fit® materials
gF� are nonasbestos fiber -cement products,
tested In accordance vAhASTM C1186
Grade 11, TypeA and meeting the
�
1' 1 requirements of the Flodda Building
�� ) ICode. I 'PRpDUCT
RENEWED
as complying with the Florida
Building Code
,
20ga•�StEF�D1M;=JJ,S1QN5 '
1S1a"
NOA-No. •I7-0406.06
,
Gstud Width Length Thickness
etel Clstud
Expiration De gR0510112022
.
4, e' Y"
�•
HardleSoffit,
P_E&Ioly 2BWS PERM z
By
I
Cemsotnt Installation Design Pressure
Mlaml-D d roduct Control
Metal Studa -563
318" Minimum Edge Distance
PA60UEVtfFD N� PRODUCTBEVIS10 tit\t, s •'
Nails at5'O.C.Pp.) escornplykewhibiwFloddtA �� • N0, •:
etwbpyin5withAeiFlaid■ Du,,,�o,
l2 121
Cede AAseptaooeNo 3�C311•Oi
AMPUM Alli
7 .
sm� ��o' TA7i OF
By Pmdaeadaar nit edeP•odactCmtoh ORION
HARAJO-OEFIJ _C;Y,NLAQ ELT—E .t,M-STA1b 10.NP_S71' U ' �SNAL EN rrrlrrrtt
• Ail Installation shall be done In conformance with this Notice ofAtxepian� Wftlg ufacturaes
Installation recommendations, and the applicable sections of the Florida Building Code.
fastener, as • Metal studs where HardleSoffit, Cemsoffit vAll be installed shall be designed by an Engineer or
dbed In Note 1 Architect per the Florida Building Code and the requirements of this N.O.X
The soffit shall be installed over minimum 20ga, Nominal S418" X 1.518" Metal C-studs spaced
HardleSoffd, Cemsoffit a maximum of 15' O.C.
Mote 1] The soffit fastener shall be a minimum No. 8.18, 0.315" head diameter X 1.114' long*
ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal
framing);the fasteners shag be spaced at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven Into metal studs [coated at 16" O.C.
• Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from
comers.
HARDiESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS METALSTUD CONSTRUCTION
0ff(Q
��ya, ..�,.,.. .t I. ,., wl C stud
LThe wall and soffit frames are to be
designed by the Architect or Engineer
of Record in compliance with the
Florida Building Code:
James Hardle Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Fax 909-427-0634 A PNL-PLKSOFF
Creator. E: Gonzales scAte' 12' - 1'•0" Date; 424f2013 6Hssr 11 OF 12
Cladding
Framing
--F .
6.001n.
PRODUCT RENEWED •'atcDtJCt itatW
as eompl Ing with the Florida Bdld =
Building Code Acoopum File S !
NOA-No. 17-0406.0E
Expiration OW01/2022 Br
sy ;L
' Mlaml-0 d Product Control
• NOMINAL20 GAUGE 3.5180 X 1.6/8"STEEL STUDS 16" O.C.
FOR ME7ALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
FASTENED WITH 60 WAFER HEAD SCREWS (2 PER TDP
-
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
AND BOTTOM CONNECTION)
• THE WALL AND SOFFIT FRAMES ARETO BE DESIGNED
"
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
Sa9241N0
HARDIESOFPIT, CEMSOFF{T PANEL
THE SOFFIT IS FASTENED WITH NO. 8.18, 0.316" HEAD
INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER 1.1/4' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3
James Hardie Building Products, lno.
FULL THREADS PENETRATING THE METAL FRAMING), PLACE
109t)1 Elm Avenue
SCREWS 8" O.C. AT PANEL EDGES AND INTERMEDIATE
•
o
Fontana, CA venue
STUDS
Phone:909356�n00
Sims
GSDMNO
DWaND
RH
Fax 909427- 634
A
PNL.PLt4SOFF
1
•
Crsator. E. G0n2altS
Scue 1'=V-0"
Datw.Z412013
s8W 120512