HomeMy WebLinkAboutNOA # 13-0311.07MIAM MADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33.175.2474
BOARD AND:CODE ADMINISTRATION DIVISION T (786) 315 2590 F(786)315.2599
NOTICE OF.ACCEPTANCE (NOA).. www.miamidade:Qovleconomv
James Hardie Building Product, Inc.
16901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The
documentatton submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County agd.other areas where allowed by the Authority, Having Jurisdiction (AH4.
This NOA shall- not be valid after the expiration date stated below. The MianiWade 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 iightto revoke this acceptance,
if it is detennined 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 Htirricane Zone.
DESCRIPTION: "Hardie", "Cein" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPaael; Prevail
Panel; HardiePlaijk, CemPiank Prevail Lap Wine, HardieSofftt, CemSoffit Panel; Iustailation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/2412013, prepared by the
manufacturer, signed and sealed liy Ronald I.Oga-vva, P.E., bearing the Miami=Dade Comity Product
Control revision stamp with the Notice of Acceptance cumber and expiration date by the Miami -Dade
/ County Product Control Section.
MIS'SHX 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 orpanel and per FBC 1715.9.2 and 1715.9.3 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 tenninate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENTS 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.
Tltis NOA renews. and revises NOA # 12-0214.14 and -consists of this page 1 and evidence page E4, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.13-0311.07
MwraUDADECOgIM Expiration Date: Mity 1, 2017
Approval Date: May 9, 20.13
p,IQ f'Zl?13 Pagc1
James Hardie.Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, Cem. Soffit 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
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 Intei-tek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08124/2012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
A. Miami=Dade Department of Regulatory and Economic: Resources (RER)
E. MATERIAL. CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC issued by Ronald I.Ogawa &
Associates, Inc., dated 04/26/2012, signed and sealed by Ronald 1. Ogawa, P.E,
�r 1Z��r3
Carlos 9. Utrera, P.E.
Product Control Examiner
NOA No.13.0311.01
Expiration Date: May 1, 2017
Approval Date: May 9, 2013
E-1
WALL
WALL LENG SEE
Stud Spacing at 16" O.C. DETAIL A
--�----
iw lbI-OWil , 6-111.0 j :.
MINN 7'
-
aat+oll
w .�-. 1
_
rC�.
.i I_...._
Nails at 16" O.C. NO
318" Minimum Edge Distance
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
618" thick / 5 ply APA rated
plywood sheathing'fastened in
accordancewith Florida Building
Code Section 23223
2" X 4" S-P-F Wood Studs
The waft and soffit tames are to be designed
by the Architect or Engineer of Record in
compliance with the Florida Building Code.
/ �• 5/8° fiidc / 5 ply APA rated
_r
plywood sheathing in
accordance with Florida
suildig Code Section
23=
%�
1NateNresistive
:barrier per Florida
13uilding Code
G�
Seclon 14042
Z X 4" S-P-F
Wood Studs
_..�
HardiePanel,
S :CT)_ON B-B Cempanel,
Prevail Panel
Siding
PRODUCT DESCRIPTION
HardiePanel®, Cempanel®, &
prevails Panel Siding 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.
PANEL DIMENSION$
Width Length Thickness
4' 8,9,10' 5116"
DESPId PRESSIJ_RE RATING
Installation Design. Pressure
Wood Studs 76 psf
Impact Resistant —
Planks installed over 5/8" thick / 5 Ply
APA rated plywood sheathing
HIq_WIEP&E1 crm -Argo rR��..�� r^,.�.,_.�
■ All installation shall be done in conformance with this Notice of Acceptance; the manufacture 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
N.O.A.
■ (Note 13 518, thick / 5 ply APA rated plywood sheathing shall be attached to the studs in
accordance with Florida Building Code:Sedtion 23223: APA rated plywood sheathing supported
• The siding panels shall be installed aver 518' thick / 5 py' -
by a minimum of 2"X4 S-P-F wood.studs spaced a maximum of 16" O.C.
s
■ [Note 2j The siding paneLfastener shall bear long, 0.223 head diameter,.0.092"hank
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�5Ilr!thick / 5'py.APA rated
plywood.sheathing into wood studs located at 16" O.C.
■: Fasteners shall have a minimum edge distance of 30' and'a minimum clearance of 2" from
comers.
Creator. I- Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL .
INSTALLATION DETAILS -WOOD STUD'CONSTRUCi-ION
James -Hardie Building Products, Inc:
10901 Elm Avenue
Fontana, CA'92337.
I A I I PNL-PLK-SOFF
12 T-0" I Date: 4242013 `sir 1 OF 12
-]Cladding. -
Fastener Spacing per Florida
16.00in:
Building.Code Section 2322.3
.: Framing
• I •
Fastener Spacing per Florida I Sheathing
Building Code Section 23V-3
,• I. yin � � .
>rttoDUCT>�vlcs>ta • �� ..
aseB�+dreiloe;ida ``�...
CA& N
=-.,LONAL ,$off
FRAIIIIING
+ NOMINAL 2" X 4" S-P-F WOOD: STUDS 16" O.C. FASTENED FOR METALAND:WOOD STUDS, PROVISIONS FOR DIAPHRAGM.ACTION AND GRAVITY LOAD ARE:
WITH 3-112" 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
BOTTOM CONNECTION) .
■ THE WALLAND 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
CLADDMG James Hardie Building Products, Ina
■ THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD 10901 Elm.Avenue
'DIAMETER, 0.09r SHANK DIAMETER, CORROSION • Fontana; CA 92337
RESISTANT SIDING NAILS, PLACE NAILS 5' O.C. AT
PANEL:EDGES AND -INTERMEDIATE STUDS. Phone: 909-356-WOO::. SIZE.' ' . FSCM NO, oM NO REV
Fax 909-427-0634 A
PNL PLK-SOFF 1
Creator.. E. Gonzales scua 1" = T-0" Date: 4124/2013 SHEer 2 OF 12
T'
WALL
P-EM-61 A
WALL LENGTH
1
Stud Spacing at WO.C.
W6
3187 Minimum
Sheathing fastener, as
described in Note 1.
Panel fastener, as described in
Note 2
HardieftnelS Siding
Water -resistive barrier per
Florida Building Code Section
1404.2
9
SEE
'DETAILA
6/8". thick 15 ply APA rated
plywood sheathing fastened
to metal studs, as described
:in Note 1:
Wo. z zz
STATE
1k,
40R110
BA-0310—Nio.
Distance Nails at 'WO.C. (tYP.)EjA'
D A _A E _1D N�G_I A A . . . . . . . . . AT'0"
L ■
Acceptance, the manufacturer's
t' Building Code.
Notice Of Acceptance,
■
t* FloridaFlon
g .1
o! - will
bj
ce with this
S ha ab a the
applicable
sections
a e e revail Panel Siding will be installed shall be
and the requirements ofthis
- �n N P 'N L
N CE-M
'EP s " b done I installation
in Ila rmmend ons, and e appl!
M �l studs
where
H rd! Pajel, C mpanel ' Florida. au C
Y9 eer or Architect
p r th londa g 0 ea I
des gned b an En in e e F ildin Code n
N.O.A. rated plywood -sheathing shall be attached to metal studs at 6"oc,.
[Note:11.5/8" thick / 5 ply APA diameter x 1-1/4' long
at panel edges and all intermediate supports -using a No.&IS, 0.315" head
bugle head screw
• The.siding panels shall be installed over StWthilck 16 ply APA rated plywood sheathing:
supported by a minimum 20gs; Nominal 3-516'. X 1-50M6tal C-studs spaced a maximum of 46"
O.C. diameter. X 1-55/w
• .[Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.316" head
:long* ribbed:bugle headscrew (*or screw shall have at least 3 full'threads penetrating metal
framing): the , fbsteners shalt be spaced4W" O.C. at paneledges and intermediate studs; -the.
fasteners shall be driven through the 618" thick 15 ply APA rated plywood sheathing into metal
studs located at 16!'.O.Q.
• Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of Z"from
:comers.
floater -resistive:
barrier per Florida
Bulding:Code
Secton 14042
mQ111LIC i� Lm PMEDON
Hard!ePanel@, CempanelO, & Prevail®
Panel Siding materials! are nonasbestos
fiber -cement products tested in
accordance with ASTMI C1 186 Grade It.
Type A and meeting the requirements of
the Florida Building Code.
E&b_Ki�Q"0WLQW
Width Length: Thickness:
W 8,9,10, 5/16!1 1
DESIGNY_ R-S E-S-SURE-8 CARP
Ins6iia_iion_ Design Pressure
Metal Studs 104 Of
Impact Resistant
Panelinstalled over 6/8" thick / 5 PIY
APA rated plywood sheathing
2098, M/8"X I�W
Metal C-stud
HardiePanell
cemparml.,
Prevail Panel
Siding
HARDIEPANEL, CEMPANEL, PREVAIL PANEL.
LBIS" thick/ 6 ply APA rated INSTALLATION'bEnits METAL STUD CONSTRUCTION
.plywood sheathing fastened James Hardie Building Products, Inc.
to metal studs as described 10901 Elm Avenue
in Note 1; -Fontana, CA 92337
20ga, 3.5181, X J.&S" Metal C-stud SLW. FSCM.No DWG 140
Phone: 909456-6300
The wall and soffit frames are to. be,designed,, Fax 909-427-0634 A' PNL-PLK-S.0FF
by the Architect or Engineer of Record in
E. Gonzales. - -1. SHEET :3 OF 12
compliance with .the Florida Building Code. Creator. E. Gonzales. SCALE 1/r =.I .0 Date: 4124/2013
Cladding
6.00in.--
j
6:00 I I I. I Framing
lei i- Sheathing
� I 6 min
0.
pp I
PROD=REvlSFD i i �� F•
en1E;io`t��da i i . i 0; 121
AcccptlswNb a , 7
13Y -o STATE:OFAzS
PrododConbd �' i i' _�. FLORIOP: �cr� l
S/ONAL. ,
•
p%II!1G
NOMINAL 20 GAUGE 3.518" X 1-5/8" STEEL STUDS 16'.. O.C.
FASTENED WITH 5/8°:WAFER-HEAD SCREWS (2 PER TOP
AND'BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY. LOAD ARE
■ THE WALL AND.SOFFIT FRAMES ARE TO BE DESIGNED NOT PART.OF THIS.APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATMING
■ NOMINAL 5/80 THICK / 5 PLY APA RATED PLYWOOD
SHEATHING -0 METAL STUDS AT 6" OC AT PANEL a HARDIEPANEL, CEMPANEL, PREVAIL PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
N0.8-18,_0.315" HEAD DIAMf?PER X 1-1/4" LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION
HEAD SCREW James Hardie Building Products, .Inc.
CIADDtN_G_ 10901 Elm Avenue
• THE.PANEL IS FASTENED WITH NO. AS, 0.316.. HEAD _ Fontana, CA 92337
DIAMETER X 1-5/8' LONG CORROSION RESISTANT •
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT �scM No DM No
-s
LEAST 3 FULL THREADS PENETRATINGPhone: 909-356 6300
THE METAL PNL-pL1G,SOFF
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES Fax 909-427-0834 A
AND- INTERMEDIATE STUDS CreatoE. Gonzales scME V = 1'-0" Date: 4/24/2013 SHEET 4 OF 12
r.
1
T
WALL
--WALL LENGTI
Stud Spacing at 161, O.C.
B-4---. I . 1 —1
173
xv minimum Edge Distance
P UAJ U
Sheathing fastener; as
described in. Note i
.N811119 at 161, O-�typ.)
Siding fastener,. as
described in Note 2.
HardiePlank,
Cemplank,. Prevail
Lap Siding-
f
t -
Water -resistive barrier
per Florida Building
plywood 4o thick
Section 1404.thick 15 ply APA rated
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'Suilding Code.
A i r111'f IZIIAII'►
SEE
R(. P �ODUCT DI SCR -- � .- L
HardiePlankS. CeMPlahkO. &
DETALA
prevailo:Plank LapSiding materials
are nonasbestOS fiber -cement'
5,8. tK ldc 6 ply ApA
products tested in a ccordance with,
rated plywood
rate
ASTM C1 186 Grade 11, Type A and
sheWmg in
meeting the requirements of the
rdance
iewrdancemM
acco
Florida Building Code.
Florida Building Code,
Section 2322.3
PANEL PJLK MOW
Water-mlstiVe
per Florida
Width. Length Thickness
:g9_11Z 1Z
Building Cilds
Secdon. 14042
MJLGXE&MS_URE_9_AMM_Gi
2!XV'S-PF
Wood Studs
installation Design Prewure
WoodStuds�92 psf
Lap Siding Impact Resistant-
1�0 .:planks installed over 5161 Mick / 5 ply:
t14 APA rated Mg
-
J.i/4.taqX5/JV plywood sheathing
thick starterstrip
)IN0JN_STA_ILk_TJPKDJETA_XS
■ All installation shalt'be done 1n conformance with this Notice of Acceptance, the manufacturer's
installation recommendations, andahe applicable sections of e Florida -Building Code.
■ Wood studs where HardiePlank, Cemplank; Prevail Lap -Siding will be installed shall be designed by. an
Engineer or Architect perthe..Florida Building Code and the uirements of this N.O.A.
■ 1] 5/8"thick! 5-pty APA rated plywood sheathing shall sattached tothe-studs inaccordance
0
with Florida Building Code Section. 2322.3.■ course of the wall with 1-1/4� wide
Planks shall be applied horizontally commencing from the bottom cc
laps at the top Of the plank such that the exposure. area of eachplank is 5'8-1/4" vertically-
■ EN Ow 21 The siding fastener shall be a:2-1/2" long,, 0.2237 -head diameter, 0.0927 shank diameter,
corroston-resistant . rit siding nag-, The siding is -fastened -:g 8-1,/4" O.C'. vertically and 16" O-C . .1horizonftstenerstallY;:
fasteners are driven into wood studs thmugh(SM" thick / 5� ply APA rated plywood sheathing,
314� from the bottomed Ofthe:OveriaPPingPlank*
are placed in the overlapping area WrcelmatelY
■ Vertical joints shall be placed over studs.
■ The planks shall be installed over thick . 15 ply APArated plywood sheathing supported by a
minimum Of ZXW'S-P.;F wood studs spaceda maximum of Is" O.C.
■ Fasteners shall hav6s minimurn.edge distance of 3/8!'.
HARDIEPLANK,:CEMPLANK, PREVAILLAP SIDING
INSTALLATION I DE TAILS.WOOD.5TUD CONSTRUCTION
james Hardie Building Products, Inc.
10901 Elm -Avenue
Pontana,"CA 92337
Phone: Vuu-;:i00-.wvu PmL_PLK-SOFF
Fax-909427-06
�e V.0. Date: 4121�2613 . SHM
Creator. E. Gonzales sc
5 OF 12
I ff
Fastener Spacing per Florida
Buiiding:Code Section 2322.3
.
�I
Fastener Spacing per Florida
\ Building Code:Section 2322:3
0.75n
ascomptyinswft eflicrida
Mftxc0&
By QA�
a�>co�e
sa.25in.
EMMING
■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 34/2.16d 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
_SHEA71iING
■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING' FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322.3
_C_LADpJJ�LG_
• PLANKS OVERLAP 141/4"
■ THE EXPOSURE IS !98-1/4"
■ THE PLANKS ARE FACE NAILED WITH 2-1/2 LONG, 0.223".
HEAD DIAMETER, 0.092 SHANK DIAMETER; CORROSION•
RESISTANT SIDING NAILS, PLACED 3/4'.:UP FROM THE
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOIS
Cladding
Framing
Sheathing
I
NO i21
*Z
'a STATE OF
-�s /0..ACE 1G11
.ZNA ,�
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION A 6D WI LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
toHARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING.
INSTALLATION' DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.:
10901 Elm,Avenue
p Fontana; CA 92337''
Phone: 909 56-0300 _ T----F9F- I . cwc NO R�
Fax 909-427-0634 A PNL-PLK-SOFF j
Creator..E. Gonzales SCAM 1" = V-0" Date:,W 2013 SHWT 6 OF 12
B <---I L---L
ij
! ,
i '
aortgplyiog Willillo Florist
! ; �c� , ��
Cow
t
NAILAj
EIGHT
i
I r
is
!.'
````
;f
t\h ale
! a f II
!:i
I
r
,I
3/4" Minimum Edge Distance Nails at 16" O.C. (W.)
Sheathing fastener, a
described in Note 1
Siding fastener, as
.:described in'Note 2
HaniiePlank,.
1 Cemplank,
Prevail Lap Siding
% Water -resistive
T
74--.: barrier per Florida
Building Code
---- Section 1404.2
6/8" thick 15 ply APA rated
plywood sheathing fastenedto
metal studs as described in
Note 1
209a, 3-W X 1-5Z' 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.
. SEE
)ETAIL A
518" thick 15 ply APA
r
rated plywood
sheathing'fastened
to metal studs as
described in Note 1
Water -resistive
barrier per Florida
Building Code
Section 1404.2
PRQQUCT QESCRii�'i'ION
HardiePlank®, CemplankO. and.
Prevails Plank Lap Siding materials
are nonasbestos fiber -cement
products tested in accordance with
ASTM C1188 Grade 11, Type A and
meeting the requirements of. the
Florida Building Code.
Pii�NK QtMEI�iSION$
Width Length Thickness
5 SAIZ IT 6/16"
20ga,:35/8"X 1-W ..bESIGN.NRESSURE
RANG_
Metal C-stud
Installation Design Pressure
.HardiePlank,.
Metal Studs =92 psf
'Cemplank, Prevail.
Lap Siding
Impact Resistant —
\ 1-114- tall X 5116°
Planks installed over 5/8":thick / 5 ply
thick starter sstiip
APA rated plywood sheathing
FI/ IEPLANK CEMP1.IgNK PREVAIL�Lf�P StDING�NS7ALLATION_QETAILS
�. All installation shall be done in coninrrrtance with this Notice. of Acceptance, the manufacturer's installation
s recommendations, and the applicable sections of the Florida Building Code.
■ Metal studs where Hardi'6Plank, 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.O:A.
• [Note 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, 0116" head diameter 1-1/4117 long. bugle head screw
■ ..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 iss.8-1/4" vertically.
■ [Note 21 The siding fastener shall be a minimum No. 8-18; 0.315" head diameter. X 21'/4" long`bugle head .
screw over metal studs ("or screw shall have at least 3 full;threads penetrating metal.framing);'The siding: is' -
fastened s 8-.1/4" O.C. vertically and 16" O.C. horizontally; fasteners are'driven into metal studs through 50'
thick /5 ply-APA rated .plywood sheathing, fasteners are placed in the overlapping area approximately.3/4"
frorn the bottom .edge of the ovedapping plank.
■ Vertical. joints shall be placed over studs.
■ The planks shall be installed over5/8" thick /'S.ply APA rated plywood sheathing supported by a minimum
20ga, Nominal 3-/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C.
■ Fasteners shall have a minimum edge distance of 3/8".
Creator. E. Gonzales
HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Ina
10901E]m.Avenue
Fontana; CA 92337
A PNL:PLK-SOFF
IW=.114r I Date:4124/2013
7 OF 12
6.00in. 16 in. O Cladding
6.00in. .
Framing
. I
6.00in.00 I I. I Sheathing
0.75in •
/..i/iiiiiiiii
GAw
,,���1+'' O,
•
caft
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F_RA_ II _Q
• NOMINAL20 GAUGE 3-5/8" X 1-5/W STEEL STUDS 1W
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 FOR' METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
BY THE LL AND SOFFIT ENGINEER OF RECORD IN NOT: PART OF THIS APPROVAL (MUST PROVIDE: ALTERNATE�P.ROVISIONS FOR THESE LOADS)
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHF�4_TH�N_G
■ NOMINAL 5/8" 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 I-IM LONG. BUGLE HARDIEPIANK, CEMPLANK, PREVAILLAP SIDING
HEAD SCREW INSTALLATION DETAILS METAL STUD'CONSTRUCTION
CLADDING
■ PLANKS OVERLAP 1-1/V James Hardie Building Pmducts,.Inm
■ THE EXPOSURE 'IS S 8-1/4' 10901 Elm Avenue
■ THE PLANKS ARE FASTENED WITH NO.8.18, 0:315"
HEAD DIAMETER X 2-114, LONG CORROSION- Fontana, CA 92337
RESISTANT RIBBED. BUGLE HEAD SCREWS (SCREW Phone: 909-356-6300 SIZE MUM D"0 �
SHALL: HAVE AT LEAST 3 FULL THREADS PNL-PLKSOFF
PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-427-0634 A
FROM THE BOTTOM EDGE OF THE PLANK AT EACH Crestor...E. Gonzales SCAM 1" =1.0" -Date:4/242013 ; Er 8 OF 12
STUD LOCATION
WAU.LENGTH
Stud Spacing at 16" O.C.
• ..._��..,_.::.��___,�..�_ .,:,,-sue__.-_. ��._:�.:....-� .�---_._:..
! r i
WALL
1i
i N.
14
....i! . 1... _i_
B<--i �.
Nails at 4".=: (typ.)
318".Minimum Edge Distance
SEE PRODUCT DRSCRP7LON
DETA1l: A HardieSoffitm & CemsoMM materials are
nonasbestos fiber -cement products tested in
T+ accordance with ASTM C1186 Grade Il, Type -A .
l and meeting.the requirements of the Florida
Building Code.
SOFF[C Q MEN41 NS_
2" X 4" S-P-F Width Length Thickness
Wood Studs 4 8! 1/4"
D E_S_1 G_P��S S_U_R �R A_ _T_I N G
Hardiesoffit, installation Design Pressure
Cernsoffit Wood Studs 70 psf
ECT-I.ONJ3ES
PRODucrREVLSM:
meow* %Vbb d w Fke&
0,07
eaitmeg code
By
Ma
�oapr�.rroi3-
i�rodM Ces w.
No. 4 21
-o SPATE OF %
IORM
Ix '%1' 01
ONM.
kIAjtDI)~S0_EM_CEM_S_OF_M_P IEt.JNS_TALLA�IQNpETgIJ_S `"
offit fastener, as All installation shall be done in•conformance with this Notice of Acceptance, the manufacturer's
ascribed in -Note 1 installation recommendations; and the applicable sections of the Florida Building: Code.
■ Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida; Building Code and the requirements. of this N.OA
HardieSoffit, Cemsoffit The soffit shall be installed over minimum.2!%4" S=P-F.wood studs spaced�a maximum of 16" O.C.
■ [Note 11 The soffit fastener shall be a r long,; 0.223 head diameter, .0.092 shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" 0:C. at panel edges and
Intermediate studs; the fasteners shall,be driven into wood studs located at 16" O.C.
■ Fasteners shall have a e minimum edgdistance of 3/8" and a minimum clearance of 2" from comers..
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Minimum 2" X 4 S-P-F Wood Studs j James Hafdie Building Products, Ina
The.wail and soffit frames are to be - 10901 Elm.Avenue
designed by the Architect or w Fontana; CA 92337
Engineer of Record in .compliance Phone: 90"56-6300 SIZE FsCM No ovum NO REV
with the Florida Building Code. Fax 909-427-OSM A PNL: PLK SOFF 1
Creatoc-E. Goniales SCAM Ire = V-a" Date: 4/24/2013 1 srEer 9 OF 12
4.00in. 16:00in. Cladding
Framing
.:
4.00in.l.
• +' OGAlN
PRonvcrIMMM
�.
as oompsylog wig d,e E7vi� �� _
.. Expinfi m Dift . / �' 1 J J : ��.� 121:
• ` ..*
B
• • Miaib lwe PM&, 2 Cooed •
• STATEOF. r07
FR/_MLG_
NOMINAL 2" X 4" S-P-F WOOD STUDS 101 O.C.: FASTENED.
WITH 3.1/2' 16d COMMON NAILS (2 PER TOP AND' BOTTOM .FOR METAL AND WOOD'STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOADARE
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`RECORD1N COMPLIANCE
WITH THE FLORIDA BUILDING CODE.
CL,AWNG ° HARDIESOFFIT,. CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH 27 LONG; :0.223" HEAD
DIAMETM 0.092" SHANK DIAMETER; CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE -NAILS V O.C. AT PANEL (a
EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Ina
10901 Elm Avenue
• t Fontana; CA92337
Phone: 909456-MO . SIZE: F:= w DWG NO
Fax 909.I27-0634 A PNL-PLK-SOFF
Creator. E. Gonzales.. SCALE 1°=1'-0" Date: 4/94/2013 SHEET 10 OF 12
1
WALL
AUAI.46
IN
WALL LENGTH -
Stud Spacing StIV, O.C.
SEE
DETAIL A
1�
\ J
20ga; 3-5/8" X 1-51V
etal C-stud
HardieSoffit,
Cemsoffit
SECT N B-B
PRO_DU_CT D�SCR�P�ION
HardieSofiig & Cemsoffit® materials
are nonasbestos fiber -cement products
tested in accordance with ASTM 01186
Grade II, Type A and meeting the
requirements of the Florida Building
Code. .
SQEEIT D)ME1_d_S_IONS.
Width Length Thickness
DESIGN PRESSU�ARATINIG
Installation Design Pressure
Metal Studs ',' j'5�y��.,��''=
.,� t�i.O
(typ.) na eomoyiW wkb no Had& `��. 1 1 v'��
Nails at 6" O.C. ��j,`,tl
3/8" Minimum Edge Distance �f1. 121
thin Code
Aeceptdeoon i!No l-3��i I •� i
U17
STATE OF
t ePo�+elC.eatrd S`A�OR1QP %
Soffit fastener, as
described in Note 1
HardieSoffit, Cemsoff'd
20ga, 35/8" X 1.51W Metal C-stud
j The wall and soffit frames are to be
L — designed by the Architect or Engineer
of Record in compliancewith the
Florida Building Code.
bIA1ZpIES_O_FFIT•-CEj<IIISO�F_ITP_ANELINS�ALIAT_IQItLD_E�A�.& '���� A�- ,r��r
■ All. installation shall be.done.In conformance with this Notice.ofAcceptanFk!!Ne'fi{�a�iufacturaft
installation recommendations, and the applicable sections of the Florida Building Code.
■ Metal studs where Hardie.Soffit, Cemsoffit will be installed shall be. designed by an Engineer or
Architect per the -Florida Building Code and the requirements of this N.OA
• The:soffg shall be installed over minimum 20ga, Nominal 3-518" X 1-5/81, Metal C-studs spaced
a.maximum of, 16" 0:6.
■ [Note 1] The soffit fastener. shall be a minimum No.'8-18, 0.315" head diameter X 1-1/4' long'
ribbed bugle head screw (or screw shall, have at least 3 full threads penetrating metal
framing);the fasteners shall be spaced at 8" O.C. at panel edges and intermediate studs; the
fasteners shall be driven into metal studs located at 10':O.C.
■ Fasteners shall have a -minimum edge distance of 3/8" and a.minimum clearance of 2".from
comers.
Crestor..E. Gonzales
HARDIESOFFIT,: CEMSOFFIT PANEL
INSTALLATION 'DETAILS METAL STUD CONSTRUCTION
James Hardie•Bullding Products,. Inc.
10901 Elm Avenue
Fontana, CA 92337
PNL PLK-SOFF I .. 1 .
1/2"=11-0" 1 Date:4/24/2013 JSHWT 11OF12
6.00in. 16.00in. Cladding
Framing
6.00
cr
0
.O
SlQNP �
iill#
FRAMING
■ NOMINAL 20 GAUGE "18" X 1-5/8-1STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
FASTENED WITH 5/8, WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
AND BOTTOM CONNECTION) 4
• THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
CLADDING COMPLIANCE WITH THE FLORIDA BUILDING CODE HARDIESOFFIT,.CEMSOFFIT.PANEL
THE SOFFIT IS FASTENED WITH NO. 8-18; 0315".HEAD INSTALLATION DETAILS METAL. STUD CONSTRUCTION
DIAMETER X.1-1/4' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Ina
FULL THREADS PENETRATING THE METAL FRAMING); PLACE 10901 Elm Avenue
SCREWS, 6" O.C. AT PANEL EDGES AND INTERMEDIATE �. Fontana, CA 92337
STUDS REV
Phone: 909�56�i00 s� �cM No
DWG NO
Fax 90H27-0634 A PNL-PLK�OFF 1
Creator: E. Gonzales scau: Date: 4n4r2o13 sHEer 12 OF 12