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BY
File Cm— St. Lucie County
MIAMI•DADE ��j(� N IAMI-DADECOUNTY
PRODUCT CONTROL SECTION
1, 11805 SW 26 Sheet, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOAN IEV1E4i ED FOR www.miamidade.eov/manamv
Nichiha USA, Ine. 'CODE COMPLIANCE
6465 E. Johns Crossing ST" LUCIE COUNTY
Johns Creek, GA 30097 BOO D 2,1 r I C(
SCOPE: I I l
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 AID (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: NichtProducts m Fiber -Cement Siding
APPROVAL DOCUMENT: Drawing No. ITS N1090403, titled "NichiBoard7, sheets 1 and 2 of 2 and
Drawing No. ITS N2090403, titled "NichiTanel", sheets 1 and 2 of 2, both dated 10/05/2018, prepared by
Nichiha USA, Inc, signed and sealed by Carl D. Fussner, 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 18-0815.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval.document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.19-0328.02
MAMtDADE GOUNTY
,..®, Expiration Date: July 22, 2024
Approval Date: May 23, 2019
Page l
r
Nichiha USA. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA'S T_
A. DRAWINGS "Submitted under NOA#154102.14"
1. Drawing No. ITS N1090403, titled "NichiBoard", sheets 1 and 2 of 2 and Drawing No. rrS
N2090403, titled "NichiPanel", sheets 1 and 2 of 2, both dated 03/16/2009, prepared by
Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E. on 10/13/2015.
B. TESTS "Submitted under NOA # 09-OSIL01"
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of NichiProducts Fiber -Cement
Panels, prepared by Intertek Testing Services NA LTD, Report No. 3145127COQ-004A,
dated 08/07/08, signed and sealed by Rick Curkeet, P.E.
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of NichiBoards and EcoPlanks,
prepared by Intertek Testing Services NA LTD, Report No. 3145127COQ-004B, dated
10/24/08, signed and sealed by Rick Curkeet, P.E.
3. Test report on Standard Specification for Flat Non -Asbestos Fiber -Cement Sheets of
NichiPtoducts Fiber -Cement Panels, per ASTM C1186.07, prepared by Intertek
Testing Services NA LTD, ReportNo. 3145123COQ-005, dated 05/20/08, with a
revision dated 02102/09, signed and sealed by Rick Curkeet, P.E.
4. Test report on Surface Burning Characteristics of NichlPanel Fiber -Cement Panels,
per ASTM E84-08, prepared by Intertek Testing Services NA LTD, Report No.
3145123COQ-006, dated 06/25/08, with a revision dated 04103/09, signed and sealed
by Rick Curkeet, P.E.
5. Test report on Standard Test Method for Behavior of Materials in a Vertical Tube
Furnace at 750°C ofNichiha M series unprimed cementitious, per ASTM E136-99,
prepared by Intertek Testing Services NA LTD, Report No. 3105885COQ-002, dated
10/26/06, with a revision dated 03/30/09, signed and sealed by Rick Curkeet, P.E.
C. CALCULATIONS "Submitted under NOA # I4-07I5.03"
1. Anchor calculations prepared by Progressive Engineering Inc., dated
10/22/2014, signed and sealed by Carl D. Fussner, P.E.
"Submitted under NOA # 09-0511.01"
2. Anchor analyses prepared by Category 5 Engineering Services, Inc., dated
04/03/2009, signed and sealed by Emma T. Mellinger, P.E.
05t3 2otq
Carlos M Utrera, P.E.
Product Control Examiner
NOA No.19-0328.02
Expiration Date: July 22, 2024
Approval Date: May 23, 2019
E-1
Nichiha USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 15-1102.14"
L Drawing No. TTS N1090403 and TTS N2090403 statements of code conformance to the 51
edition (2014) FBC issued by Nichiha USA, Inc, dated 03/16/2009, signed and sealed by Carl
D. Fussner, P.E. on 1011312015.
2. Statement letter of no financial interest issued by Progressive Engineering, Inc., dated
10/13/2015, signed and sealed by Carl D. Fussuer, P.E.
2. Evidence submitted under NOA # 18-0815.06
A. DRAWINGS
1. Drawing No. ITS N1090403, titled "NichiBoard", sheets I and 2 of 2 and Drawing
No. TTS N2090403, titled "NichiPanel", sheets 1 and 2 of 2, both dated 10/65/2018,
prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner, P.E.
B. TESTS
1. None.
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 6h edition (2017) FBC issued by PEI
Engineering Services, Inc, dated 02/22/2018, signed and sealed by Carl D. Fussner,
P.E.
oS r3/2at9
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.19-0328.02
Expiration Date: July 22, 2024
Approval Date: May 23, 2019
E-2
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PRODUCT REVISED /
as comp)yyingg with the Florida
Building Cotio
NOA-No. 16-0816.06
Expiration Date 0712212019
By
Miami-DigMiami-Digm Product Central
h[
olo spacing
(TYp•)
5k Panel Height
(TYPJ
it overlap
(TnJ
NichlBoard
Fiber Cement Siding
merenm m a non-aeveaws; nuer cement pn
accordance with ASTM C-1185& ASTM C
meeting Ihs requirements of the Flora Sh,
Boards are available In a variety of widths',
end minimum dlmanslons specified below.
Plank Dimensions
Thickness
d lap skiing
tested In
Type A
Code (HVHZ).
the maximum
WItIN Lennlh
5Y1 Mtn. 12' °/ie i,
12" Max, 12' gie i
Design Pressure Rating .125 psi
LIMITATIONS
1. All Installation shall be done In accordance
with this Notice of Acceptance, the
manufacturer's Installation recommendations,
and the applicable sections of the Florida
Building Code Including High Velocity
Hurricane inns where Required.
2. Wood studs and plywood sheathing
supporting NichlE Gerd and EmPlank alding
shell conform to the Florida Building Code
(Including the HVHZ where required), and the
requirements of this Notre of Acceptan e
(Sea Note Shout 2).
8. Slding Installed as specified herein shot he
classified as large Missile Impact Resistant
1,1114
_, %'. ID I FU3
No 11007
C4V�
OCT 0 5 2018TAT�tE OF
00,%.4 O R 1QP'
`,.rrs/011' `t
PEI Enpinea
NICHIHAUSA, INC
. �B1OBeO1
a0shen, W 4
5455 E. Johns cronlro, johns Geer. GA. 3aae7 1 Pheea:iam
PRODUCT REVISED
encamp with the Florida
Building"'a
NDA-No. 18-0815.08
Expiration Dpta 0712212019
By 4t;;W
Mleml-Dadb Product Contra
NICHIBOARD SIDING INSTALLATION
• The boards shall be applied horizontally commencing from the
bottom course of the wall.
• Each successive course shag overlap the prior course by 1 y'.
• Any vertical Joints shall be over framing members, with
fasteners either side of the Joint.
• The planks shall be Installed over %a' APA rated exterior -grade
plywood (SG = 0.60 min.) supported by Tx 4' minimum wood
studs spaced a maximum of 1W o.c.
• The siding shall be fastened through over -lapping planks with
B Bd X-2V long common nails over wood studs.
'• A row of fasteners shall be placed In the overlap of each
course, spaced 6' o/c In the horizontal direction.
• Successive rows of fasteners shall be spaced not more then 5
V ale. (boards greater than 6 %" In width shag require an
additional row of fasteners In the center of the plank),
• A distance of between 3$ and 2' from the edges shag always
be observed.
PLYWOOD SHEATHING NOTE
NlchlBoard Fiber -Lament Lop Siding Is designed to be installed
tde•erd stariding
'ef
to plywood sheathing. Such plywood shall be YB (5-ply)
x2h' Corrun riNader
edxal eumgynNetl®
minimum, APA rated sheathing, Structural t grade, with a
fi j{,•dcworamP/, a•dc
Specified
P specific gravity of 0.60 or greater (e.g. Douglas
ttodmnt*. Y; Mh.
Fir -Larch or Southern Pine). Use of other grade plywood shall
2•ttsx.Edseoera .
require asite-specific fastener design for the siding attachment,
signed and Sealed by a Florida Registered Professional
Engineer.
rd to studs
RUMAQ G
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 19-0328.02
Expiration D2212024
By---
MIoml -Dade Product Control
Such plywood sheathing shall be supported byfreming
consisting of 2' x 4• mlNmum wood studs, or 2' x 6'
10ga metal studs, each at 16' ale. Plywood shag be
attached to the framing studs In accordance with the
Florida Building Code (High Velocity Hurricane Zone).
� rtj
OCT 0 5 2018
f
o1c
&Z
IDFSCRIPT10H and SPECIFICATION
NIchlPanal sldtng materiel Is a non-asbastos fiber cement
product tasted In accordance with ASTM C-1185 $ ASTM
C-1188 Typo A meeting the requirements of the Florida Building
Code (HVHZ). Panels are available in four -foot widths within
the maximum and minimum dimensions specified below.
Plank Dimensions
dih
ssl4
Thickness%kBne
g.
/
Ste
Design Pressure Retinn •104 pot
LIMITATIONS
1. AM Installation shag he done In accordance with
this Notice of Acceptance, the manufacturers
Installation recommendatlans, and the applicable
sections of the Florida Building Code Including
High Velocity Hurricane Zone where Required.
2. Wood studs and plywood sheathing supporting
MchiPenel siding shall conform to the Florida
Building Code (Inducing the HVHZ where
required), and the requirements of this Notice at
Acceptance (See Note Sheet 2}
3. Siding Installed se specified herein shag he
classified as Large Missile Impact Resistant
PRODUCT REVISED
as comp Inpp with the Florida
Building ode
Mo"- 10-0015.06
a"irstran apj&0712212019
By
auarn a e rranuat Control
N
OCT 0 5 2010
G E N SF•.F,��i.
No 71907
9 STATE OF !u�
NIchlPanel NICHIHA USA, INC.
Fiber Cement Siding 0450s ,mmscmmha JW=CmW4 CA 3ooe7
NICHIPANEL SIDING INSTALLATION
• The panels shall be applied vertically, avoiding horizontal Joints.
• The panels shall be Installed over%"APA rated exterlor-grade
plywood (SO = 0.50 min.) supported by 2"x4" minimum wood
studs spaced a maximum of 18' o.c.
• Fasteners shall be placed at 8' o1c In the verticei direction and
5'o/c In the horizontal direction.
• A distance of between 3/4" and 3' from the edges shell always
be observed.
PLYWOOD SHEATHING NOTE
NlchlPanel Fiber -Cement Siding Is designed to be Installed to
Nlyddpanal sift
plywood sheathing. Such plywood shall be %" (&ply) minimum,
weather•Restsam earner
APA rated sheathing, Structural 1 grade, with a specified
�Bdx2' common Nall C
specific gravity of 0.50 or greater (e.g. Douglas Fir -Lerch or
9'aro verdcahy, s' o/c
Southern Pine). Use of other grade plywood shall require a
Karha wy X' Min,
3•&ft . FAgo Dhtance.
site -specific fastener design for the siding attachment, signed
and sealed by a Florida Registered Professional Engineer. ,
W Flrweon sheathing
Fenened to studs per
Such plywood sheathing shall be supported by framing
Rodda BuRding code
consisting of 2" x 4' minimum wood studs, or 2" x On 18ga metal
studs, each at 16' o/c. Plywood shall be attached to the framing
studs In accordance with the Florida Building Code (High
Velocity Hurricane Zone).
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 19-0328.02
F-xplratlon Q e0712212024
By 7
Miami -Dade Product Control
PRODUCT REVISED
as aomDying with the Florida
Building Code
NOA-No. 18 0815.08
Expiration Date 07/22/2019,
Milom a e Product antral