HomeMy WebLinkAboutNOAMIAMI•DADE IVIIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY ANb ECON01MIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION T(786)315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidade.eov/economy
James Hardie Building Product, Inc. CONCEALED FASTENERS OR ATTACHMENTS
10901 Elm -Avenue ' ARE THE RESPONSIBILITY OF THE
Fontana, CA 92337 CONTRACTOR OF RECORD .
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 uiay 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 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 L Ogawa, P.E., bearing the Miami -Dade County Product
Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large -and Small Missile Impact Resistant
LABELING: A permanent label with the 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.
RE, NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as
appi-oval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.15-0122.04
Expiration Date: May 1, 201.7
Approval Date: April 9, 2015
FIL
*,9f 361-�5 x --
E
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted tinder 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 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 tinder 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 Intel tek 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 tinder 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.
Carlos M. Utrera, P.E.
Product Control Exaininer
NOA No. 15-0122.04
Expiration Date: May 1, 2017
Approval Date: April 9, 2015
E-1
—WALL l�NG7H PRODUCT DESM PTION
SEE Harde.PaneM. CemPsnet®, &
Stud Spacing at 16" O.G. DETAIL A Prevail® Panel Sid'mg materials are
BE- 1 ` nonasbestos fiber -cement products
Fi--i--►I �/ . ,/g^ dick / 5 ply APA rated tested in accordance with ASTM
•-1lt , QGA ��� p sheathing in Clde It d meeting
186 Grade , Type A an 9
got• ,r _ accordance with Florida the requirements of the Florida
i
i i i.� \�•�� i•i;' \ E• .. Bru'id'rtq Code Section Building Code.
23223 NEL DIME -SJPM
WAIT. ! Water -resistive Vlldtfl Length Thickness
f .� y ��'i'i ` barrier per Florida 4 8,9,10' S115'
iElGH Drpr . �! i�fly' Building Code
®�'' �� Setion 14042 DES�G�I PRE_S_S_U RATING
�? Pressure
X X 4" S.P-F lristalfas6`o�ds Design
i cS"$Q!1l�i�d i Wood Studs Wood -76
..;� __y.� Impact Resistant--
{� HardiePanei,
CT ON B� Cempanel, ptanks installed over 518" thick / 5 ply
SNP — APA rated plywood sheathing
Nails at 1s" 0.C. (typ.) prevail panel
3187 Minimum Edge Distance Siding
oft
me
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
14042
T518" thick / 5 ply APA rated
plywood sheathing fastened in
accordance with Florida Building
Code Section 2=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.
yA�EPANEfl,_CEMPAAkE_L, '_v_��4�^r���-�-�-•"nce, the manufactureris
■ All installation shall be dorms in conformance with this Notice of Accepts
installation recommendations, and the applicable sections of the �nU insda talled shall be
■ Wood studs where l•IardiePanel, Cempanel, Prevail Panel Siding
designed by an Engineer or Architect Per the Florida Building Code and the requirements of this
N.OA
M (Abbe 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in
accordance with Florida Building Code Section 2322& d sheathing supported
■ The siding panels shag be Installed over 5/a- thick 15 ply APA rated PIYWOO
by a minimum of 2'9C4" S-P-F wood studs spaced a ma)dmum of 1s" O.C.
• (Note 21 The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank
diameter, corrosion resistant siding nail; the faStenets shad 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 IS- O.C. f
• Fasteners shall have a minimum edge distance of 3i8" and a minimum clearance of 2" from ,
corners.
Fax 909-427-0534
Creator. I- Gonzales
HARDIEPANUt CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
.fames Hartle Building Produces, Inc.
10901 Elm Avenue
Fontana, CA 92337
VM No
A I I PNL-pL"OFF
Date: 4rz;i=3 IsNeEr 1 OF 92
Fastener Spacing per Florida 16.QOin,
Building Code.Section 2322.3�i
p,q ili:VL�D Fastener Spacing per Florida
av�i+YtbeFl�iBa Building Code Section 2322.3
.�- •
.9y
I `
`-• -o STA
ssfo�ua�
/ Cladding
Framing
/ Sheathing
FRAMING - • ,
• -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•3-1/2" 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 WirH THE FLORIDA BUILDING CODE
SH�A7HlIV�
■ 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 -
_C_I A_D_ K_ Q .fames Hardie Building Products, Inc,
■ THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD 10901 Elm Avenue
DIAMETER, O.C9Z) SHANK DIAMETER, CORROSION Fontana, CA 92337
RESISTANT SIDING NAILS, PLACE NAILS S" O.C. AT +
PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-6300 SIZEFSCM No ORNo REV
Fax 909-427-0634 A PNL-PLKSOFF 1
Creator E. Gonzales .SCALE 1" = 9-0^ Date:4124/2013 SHEET 2 OF 12
No
WALL LENGTH
Stud Spacing at 16" O.C.
B 4---, l _ 1 _ I
WALL.
B4-- 1
3/8" Minimum
pYTg1.L,6
Sheathing fastener, as
described in Note 1.
Panel fastener, as described in
Note 2
HardiePanel® Siding
Water -resistive barrier per
Florida Building Code Section
1404.2
PEI
No.
?. -o STATE
Qmod'
Sf ONA'
Distance Nails at 6" O.C. (typ.)
RDII=PAf�Ei�CEIyiPA�iat,-QR��4pAEL SIDING f1�SJA�ON Di;L7gI1: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.
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 thin
N.O.A.
■ [Note 11 5/8" thick /5 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-IW long
bugle head screw
■ The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3-SZ' X 1-518" Metal C-studs spaced a maximum of 16".
■ [Note 2] 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 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 IS ply APA rated plywood sheathing into metal
studs located at 16" O.C.
■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" fram
comers.
SEE
DETAIL A
ti 61W thick 15 ply APA rated
plywood sheathing fastened
to metal studs as described
in Note 1
PRODUCT DESCRIPTION
HardiePaneie, CempaneM, & Prevail®
Panel Siding materials are nonasbestos
fiber -cement products tested in
accordance with ASTM C1186 Grade It,
Type A and meeting the requirements 01
the Florida Building Code.
y
PANEL DLM�T_LS_LQNS
Water -resistive
Width Length Thickness
it
barrier per Florida
4' 8,9,101 5/16"
Building Code
Section 1404.2
13ESClz
a�
Installation Design Pressure
toga, M18" X 1-5/8"
Metal Studs -104 psf
Metal Cstud
-�
tt
HardiePenel,
Impact Resistant —
panel installed over 518" thick / 5 ply
M p g ce ,
APA rated plywood sheathing
Prevvailail PPaanel
Siding
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
S/8"thick / 5 ply APA rated INSTALLATION DETAILS METAL STIED CONSTRUCTION
plywood sheathing fastened James Hardie Building Products, lnm
to metal studs as described _ 10901 Sim Avenue
in Note I. gap a Fontana, CA 92337
20ga, 3-5/8" X 1-&811.Metal C-stud phone: 9094W-6300 sIM FSCM No OWS N°
The wail and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF
by the Architect or Engineer of Record in
compliance with the Florida Building Code. Creator, E. Gonzales SCALE' 112" =1'-o" Date: 4124/2013 sH 3 OF
• T
6.00in.
.
• ffi�y�;gwdlke6cFlSoar�s
�Ac=Ptww No !'--Q'31 T
By
produa
FA1I!�G
■ -518" X 1-b/8" STEEL 16" O.C.
NOMINAL 20 GAUGE 3
FASTENED WITH 518" 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_fiE�1TIi3G
NOMINAL 518" 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, o.315° HEAD DIAMETER X 1-1/4' LONG BUGLE
HEAD SCREW
CLADDING
THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD
DIAMETERX 1-518' LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVI=AT
LEAST 3 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
Framing
I•
II
I I Sheati7ing
II
I•I
II
I I I
II'II II•I� '���t�/mil/iii��i
l I I � ��� SF • +
o. 121
I
I '
,e `• STATE OF
I • � FLO R1�4 =' 'yam-�'� 1
S OVAL
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE -P t
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 11!
HARDIEPANE.L, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
• Fontana, CA 92337
DWC3 NO RE
phone: 909-356-6300 SIZE, FSCM No 1
pNL-PLKSOFF
Fax 909427-0834 A
Creator. F. Gonzales SCALE 1"=1'-0" Date:412412013 SHEET 4 OF 12
•
WALL
HEIGHT
1
an
B
Fi
1
3/01 Minimum Edge Distance
.D_FTAi4A
x
LENGTH
-Sheathing fastener, as
described in Note 1
Mails at 161- O.C. (typ.)
Siding fastener, as
described in Note 2
HardiePlank,
Cemplank, Prevail
Lap Siding
3 // Water -resistive barrier
per Florida Building
Code Section 1404.2
" 5/8" thick 15 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
r.mmnitarrrnvAth the Florida Building Code.
S10NAN-
SEE
DETAIL A
` 5/8" thick 15 ply APA
(` fsreftorlda
d plywood
sheathing in
accordance with Building Code
�g0_�UG3 DiZsS3oPria�u
HardiePlanemplankd!), &
Prevail® Plank Lap Siding materials
are nonasbestos fiber -cement
products tested in accordance with
ASTM C1186 Grade it, Type
meeting the requirements of the
Florida Building Code.
Section 2=3 1�� r:_U_( MSIQNS
Wates4es9stive Width Length Thickness
\ barrier per Florida 59-112" 12' $116 ,
BuWaV Code
Section 14042 p9JGN PF,ES_SUFRF...RAT1NG
2 X 4" S-p-F installation Design Pressure
Wood Studs Wood Studs -92 psf
impact Resistant—
S�C7�0 Planks installed over 5/8" thick / 5 ply
� Lap Siding
1-1/4" 4au X 5116" APA rated plywood sheathing
thick starter strip
tD_I�P_I�attc�c_irL�NKLPJiYA_ �4W�S>IALNGJN��At-I-qTa-o�`>I-aA
� 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 -
Will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.OA
■ [Note 1] 5/8" 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 1-114" wide
laps at the top of the plank such that the exposure area of each plank is 5 8A 1W vertically.
_ [Note 2] The siding fastener shall be a 2-1/Z long, 0.223" head diameter, 0.092" shank diameter,
corrosion -resistant siding nail; The siding is fastened S 8-1/4" O.C. vertically and 16" O. hin horizontally, fastens
fasteners are driven into wood studs thr uugh 4n fram thheply Abo om edgpA rated plywood the overlapping plank,
are placed in the overlapping area approximately
= Vertical joints shall be placed over studs. od sheathing supported by a
The planks shall be installed over 5/8 thick / 5 ply APA rated plywood
minimum of 2"X4' S-P-F wood studs spaced a maximum of 16" O.C.
■ Fasteners shall have a minimum edge distance of 31W.
HARDIEPLAXK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Build'mg Products, I'no.
10901 Elm Avenue
Fontana, CA 92337
GC:
A I I PNL-PLK-SOFF
Creator. E. Gonzales IsCALE 112" -1--o" Date: 4/24/2013 SHEET 5 OF 12
Fastener Spacing per Florida
Building Code Section 2322.3
•
•� �•
Fastener Spacing per Florida
Building Code Section 2322-3
0.75n
asaww0yiwVd&dwflb t
>hMEMSCA&
Acwpft= NO
T
� Frodu�tCoead
5S.251n.
Fl2�► 1NG
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 1S- O.C. FASTENED
WITH 3=1/2" 16c1 COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SH TH NG
■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322.3
�LADD�G '
■ PLANKS,OVERLAP 1-1/4"
■ THE EXPOSURE IS s8-1/4"
IN THE PLANKS ARE FACE NAILED WITH 2-1/2° LONG, 0?23"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION
—16 in. 0 Cladding
Framing
Sheathing
pROMCr REVISED
�osgpi,riog 21 wid►fc lE7 "
cat
� � � , No. 1
IN
STATE OF
. FPS••......-= ����'QJ
�01�AL ti ,,
'FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANDlUriY�►i�l 1rY1LOAD 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 9=7
IZE FSCM NO Dvva NO
fA PNL-PLK-SOFF 1
creator E.Gonzales ISCAu 1"=11-0" 1 Date:4124)2013 ISNEEr 6OF12
WALL
HEIlGM
i
B
B
at 16'
3/4" Minimum
DETAIL ei
do "Orift
i C- 1rVALL LENGTH SEE P1�OD_ DISC !PT'
DETAILA HardiePlankO, CemplankO, and
W thick / 5 ply APA Prevail® Plank Lap Siding materials
_....._- ------- .__._---,.,- _.._.__ .�........ / '� rated pWocd are nonasbestos fiber -cement
' sheathing fastened products tested In accordance with
ASTM C1186 Grade I!, Type A and
to ts1el studs as
meeting the requirements of the
���ii'ihri�•. described in Note 1 Florida Building Code.
's C0 wi* ifivFuffm S 10�40 �1 I
_ Yv Water resistive
"1 barrier per Florida .L DIMEPISLONS,
Bvad'mg Code Width Length Thickness
Sedlon 14042 S 9.1/2" 12'
—$y ;r'tndnrdrGveedl ; i w !{ i i' 20ga, 3-518" X 1-S/8" . DESIGN PRESSURE RATING
k�Hardleftnk,
lC-sfirdInstallation Design Pressure
blAlF` Metal Studs .92 psf
... .__mplanlc, Prevrail
......'.•\apSiding Impact Resistant-
16" O.C. '�.E _X 1s" Planks installed over 5/8" thick / 5 ply
Distance Nails at (typ)-��� 1 1/4 tall 5/
thick starter strip APA rated plywood sheathing
Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2
HardiePlank,
Cemplank,
Prevail Lap Siding
Water resistive
barrier per Florida
Building Code
Section 1404.2
5/8" thick 15 ply APA rated
plywood sheathing fastened to
metal studs as described in
Note 1
20ga, 3-5/8" X 1-8/8" 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.
FiARD1FpLANation shall be
I�CEMPLANK. PRE1/AIL LqP $ID1NG_INS_%gLLA'FIQTd DETAU S
■ An installdone in conformance with this Notice of Acceptance, the manufacturer's installation
recommendations, and the applicable sections of the Florida Building Code.
■ Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.OA
• ENote 1] 5/8" thick / 5 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 dtameterx 1-1/4" long bugle head screw
■ 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 S 8-1/4" vertically.
■ jNote 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long{ bugle head
screw over metal studs (`or screw shall have at least 3 full threads penetrating metal framing); The siding is
fastened.-9 8.1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8"
thick 16 ply APA rated plywood sheathing, fasteners are placed in the overlapping area apprbximately 3/4"
from the bottom edge of the overlapping plank,
■ Vertical joints shall be placed over studs.
■ The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum
20ga, Nominal 3-5/8" X 1.8/8" Metal C-studs spaced a maximum of 16" O.C.
■ Fasteners shall have a minimum edge distance of 30.
0.75,11
.Fgyl�r
• NOMINAL 20 GAUGE 3-5/B" X 1-6/8" STEEL Sl-UUS IV'
O,C. FASTENED WITH 516" 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
sNEAs
■ NOMINAL 50 THICK / 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT V OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315" HEAD DIAMETER X 1-114" LONG BUGLE
HEAD SCREW
QLADDIAIG
■ FLANKS OVERLAP 1-1/4°
• THE EXPOSURE IS :9 8-1/4"
■ THE PLANKS ARE FASTENED WITH NO. $-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
ATI rn I nr:A-nnM
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION D GRAVITY LOAD
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS
r -
l
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building ProdUets, Jna
_ 10901 Elm Avenue
• 1 - m Fontana, CA 92337
Creator E. Gonzales
PNL-PLK-SOFF
1. = T-0" I Date: 4/2412011
8OF12
WALL
WALL LENGTH
Stud Spacing at 16" O.C.
I
3/8" Minimum
Nails at 4" O.C.
Distance
offt'fastener, as
ascribed in Note 1
HardieSoffit, Cemsoffrt
Mirlimum 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
E NALMT .DEscj2iP71_10
HardieSof M & CemsoffM materials are
DETAIL A
nonasbestos fiber -cement products tested in
i 1�
accordance with ASTM C1186 Grade 11, Type A
and meeting the requirements of the Florida
Building Code.
S_O_FffTi]� SIGNS_
2" X 4" S-P-F
Width Length Thickness
Wood Studs
g! 114"
rAe"
A"J_G_N.j&F_SSUJ(13AT1NG
HardieSoffit,
Installation Design Pressure
Cemsoffit
Wood Studs -70 psf
EGAW,
�GTJont�Jg
�� n
itYP•�ReDl1C� ODIlG?aEYLSED o`� •"C
•e o � tee. ek ;ea N0. 4 2�
> Cobe -0! A
U
exeptasoe No
1so �G!�s �
STATE OF
�eProa+,aceeeroif `�4,cF•
k%RA3JSsOEn__T, EMSOF_FI7k4MMLAASIA-4A JMDET.A"
= 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 HardieSoffit, CemsoffitWll be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.OA
The soffit shall be installed over minimum 2 X4 S-P-F wood studs spaced a maximum of 16' O.C.
■ DNote 11 The soffit fastener shall be a 2 long, 0.223" head diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
intermediate studs; the fasteners shall be driven into wood studs looted at 16" O.C.
= Fasteners shall have a minimum edge distance of 3/8- and a minimum clearance of 2" from comers.
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Sim Avenue
Fontana, CA 92337
DM NO
PNL PLK-SOFF
Creator. E. Gonzales IsGALE 12-= t'-o- 1 Date:4424 MS
9OF12
•
4.001n-
s cagpl7' crib the F10CAS ffi C01mpbyiaS wish the F1 wida
•
17
n
EM—MNQ
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
CONNECTION)
THE WALL. AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
CL.ADD).�IG
THE SOFFIT IS FASTENED WITH 20 LONG, 0223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 41 O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS
/ Cladding
Framing -
GA
N0. Vh21
STATE OF
FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
I
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
_ 10901 Elm Avenue
tt Fontana, CA 92337.
Shane: 909-356.000 517E F901,1 No DM NO RE
Fax 909-427-0634 A PNL-PLK-SOFF 1
Creator. E. Gonzales SCnu: 1"=1'-0." Date: 4r24/2013 SHIMT 10 OF 12
WALL LENGTH
Stud Spading.at 16" O.C.
SEE
DETAILA
i ; I•i i
10
I , i I
Metal 0-stud
WALL
OGHT
1
r-laroieSortlt,
Ae" Cemsoffit
'� i I i'; ;•I �.1
Li
i
S CTI N
Nails at 6" O.C. (typ.)
wr Minimu,n
—Q' V."^V* UCT OWL"Cwn
as COwO by whb tbo FhCida
AC=PtMx1M (3�C3rl•G�%
E.
IEP-IO_D_U_CJ��SC91P"�ON
HardeSoffa &� CemsoffitO materials
are nonasbestos fiber -cement products
tested in accordance with ASTM C1186
Grade 11, Type A and meeting the
requirements of the Florida Building
Code.
sQ� PJMEN LO
v rdth Lenp Thickness
4, $, Y11
DESIGN PRESSURE ELTT t3G.
installation Design Pressure
Metal Studs-N.Wf_-
TATE OF
p�,ane cao�d, eao P:oelxt Co.+enot <E, PO,=OR 1 B P .y�to
6.00in. 16.00in, Cladding
Framing
r • T -
6.00I in.
MeDucirIzEnsw
adw, .t Code ais x�+8 vri!>! i�o Yr�a�ias j�aiiirri�i.�.
ACCCIPIUM"WO
In
. Ado • F�oR���`'' c� �3
Fsts, 0 e
FR,0.NI_ING-
■ NOMINAL 20 GAUGE 3-5/8" X 1-5/8"STEEL STUDS 1W O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
FASTENED WITH 518° WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESIS LOADS)
AND BOTTOM CONNECTION)
■ THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE HARDIESOFFIT, CEMSOFFIT PANEL
CLADDING
THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER 1-1/4" LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 .lames Hardie Building Products, Inc,
FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue
SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE � — o Fontana, CA 92337 -
STUDS 0M NO RSf
Phone: 909-356-6 300 SIZE rscM No
Fax 909-427-0634 A PNL-PLK-SOFF 1
Creator. E. Gonzales saN.s �" = 9'-0" Date. •at24�20 ►3 12 OF i 2