HomeMy WebLinkAboutNotice of Acceptance 1VED 611
REVIEWED
E MAC CODE COMPLI' NCE Y MtAMt-aAo ST. UCIE COIJN-�Y � MIAMI-DADE COUN
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o St.Lucie' �g
Perm i, RODUCT CONTROL SECTION
BOCC / 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) i. ! Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION i T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) vrwrv.miamidade.gov/economy
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Nichi6a USA,Inc. FILE ®P11�
6465 E.Johns Crossing,Suite 250
Johns Creek,GA 30097
SCOPE: i
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).
Thus NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by!Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Architectural Wall Panels Fiber Cement Siding
APPROVAL DOCUMENT: Drawing No.PE120161490,titled"Architectural Wall Panel Fiber Cement
Siding",sheets 1 thru 3 of 3,dated 04/04/2017,prepared by Nichiha US signed
A,Inc, ned and sealed by Carl D.
Fussner,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control'Section.
11 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,
model/series and following statements: "ASTM C1186,Type A compliant"and"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 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 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. j
NOA No.16-0404.18
MWMI•DADECOUNTY Expiration Date:June 1 2022
..M� p�
Approval Date: June 1,2017
d$fE►Z r Page 1
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- Nichiha USA,Inc. �I
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. PEI20161490,titled"Architectural Wall Panel Fiber Cement Siding
sheets 1 thru 3 of 3, dated 04/04/2017,prepared by Nichiha,USA, Inc, signed and
sealed by Carl D.Fussner,P.E.
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B. TESTS
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 FBCj.'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 Nichiha Fiber Cement
Series EX 10mm and EX 15mm Rain Screen Cladding Systems,prepared by
Fenestration Testing Laboratory, Inc., Test Report No. 7138, dated 10/04/2013, signed
and sealed by Idalmis Ortega, P.E. I
2. Test report on Standard Specification for Flat Non!Asbestos Fiber-Cement Sheets of
Nichiha Fiber Cement Architectural Wall Panels,per ASTM C1186-08,prepared by
PEI Engineering Services Inc.,Test Report No. 2015-475, dat j d 10/06/2015, signed
and sealed by Carl D.Fussner,P.E.
3. Test report on Surface Burning Characteristics of Nichiha Fiber Cement Panels,
per ASTM E84-15a,prepared by Commercial Testing Company,Test Reports No.
15-09072 thru 15-09075, all dated 09/04/2015, signed and sealed by Deuane Jackson.
"Submitted under NOA #I5-II02.14" 11
4. Test report on Standard Test Method for Behavior of Materials in a Vertical Tube
Furnace at 750°C of Nichiha M series unprimed cementitious,l per ASTM E136-99,
prepared by Intertek Testing Services NA LTD, Test Report No. 3105885COQ-002,
dated 10/26/2006,with a revision dated 03/30/2009, signed and sealed by Rick
Curkeet, P.E.
C. CALCULATIONS
1. Nichiha architectural wall panel clip fastening capacity prepar.-d by PEI Engineering
Services Inc., Inc., dated 02/11/2017, signed and sii aled by Carl 1 D. Fussner, P.E.
I 1
I a�170
{' Carlos 11I.Utrera,P.E.
+ Product Control Examiner
NOA No.16-0404.18
Ea piration Date:June 1,2022
Approval Date: June 1,2017
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Nichiba USA,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED g
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D. QUALITY ASSURANCE 0 0
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1. Miami-Dade Department of Regulatory and Economic Resources (RER) n
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E. MATERIAL CERTIFICATIONS
1. None.
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F. STATEMENTSo; a o
1. Statement letter of code conformance to the 5 h edition(2014)FBC issued by PEI . o il
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Engineering Services, Inc, dated 03/17/2016, signed and sealed by Carl D. Fussner, a3 o I
P.E. s
2. Statement letter of no financial interest issued by PEI EngineeHng Services Inc.,Inc., o €
dated 03/17/2016, signed and sealed by Carl D. Fussner,P.E. l A.am z 4
3. Distributor agreement dated 02/08/2017.
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NOA No. 16-0404.18
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Expiration Date:June 1,2022 H
I' Approval Date: June 1,2017 LL "
E-2
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ARCHITECTURAL WALL PANEL INSTALLATION TO WOOD OR STEEL STUDS
•
The panels shall be applied horizontally commencing from the bottom course
Top Edge Fastening per Fastening/Anchoring of the wall starting at the IefL
Table on sheet 1 at 16"o.c,horizontally and . 1818 mm Panel layout may be stacked or staggered.
1°from edge 11/16"[15mm] 26"[660mm] . 3030 mm Panel layout may be Stacked.
,J : 1818 ram Panels have shiplap Joints on all edges.
�1 3030 mm Panels have shiplepjoints on top and bottom edges.
-- --- - t — T - ---� • The panels shell bee over"APA rated exterior-grade plywood
_ 1 (SG=0.50 min.)that
are
supported
spa supported by studs spaced a maximum of 16'o.o.
Starter track(FA1008)attached 3/4"up from base of wall and one 5 mm
2x4 Wood Stud or 2"[50mm] spacer bshind'with fastening-at each-end and every stud'as specified on-----
26 Steel Stud Fastening/Anchoring Table on sheet 1.
•
The long edges of the panels shall be fastaned using JES301 Aluminum Clips
s/a Plywood Sheathing with(1)5mm spacer behind and fasteners as specified on
Fastening/Anchodng Table on sheet 1.
Fastened Sheathing to Studs JES3011302 PANEL CLIP •• (2+)Clips with the 1818 ram Long Panels
per 2014 Florida Building Cade 1/4°15mm] •• (4)Clips with the 3030 mm Long Panels
ANODIZED ALUMINUM(3/32"[2mm]thick A6063 7-5) . Face fasten panels at top to stud with(2)5mm spacers underneath
- - - ------ - ---— ------ -----.—2x t Wood'Studs-16"-0.c..maximum with specificgravity of OM(wtdthdmwal)=
3177mm] and fasten panel dips at every stud
• 2x6 Steel Stud 16"o.c.maximum and fasten panel ceps at every stud
[�T •• 14 Go(0.0713')thickness&Fu=45 kst&DPR=-80 psf
Weather-Resisant Barrier O O O O O O ••Studs of typicall18 Go 4light fra
ming ng methods hallibe In accordance with the 2014
Fasteningto Stud per Fastening/Anchorin Table on 1 3/16'j29mm]
p g O O O Florida Building Code(High Velocity Hurricane Zone,whore required).
sheet 1 at 16"a.a horizontally and 17-7/6°veNcally
Joint Tab Attachment PLYWOOD SHEATHING NOTE
JES301 Aluminum Clip with(1)5mm spacer ANODIZED ALUMINUM(3/32"[2mm]thickA6063 T-5) Architectural Wall Panels are designed to be Installed using JES301 Aluminum
behind and fastened at every stud Gips attached through plywood sheathing directly to studs at 16"on-center.
Architectural Wall Panel 1 a Such plywood shall be Ya'(5-ply)minimum,APA rated sheathing,Structural 1
[3030mm] grade,with a specified specific gravity of 0.50 or greater(e.g.Douglas Fir-Larch
Fastened Sheathing to or Southern Pine). Plywood may be omitted with furing strips attached to a
Studs per 2014 Florida concrete wall designed In accordance with the 2014 Florida Budding Code(High
Building Code
Velocity Hurricane Zone,whero required).
0 0 0 0 0 0 Such plywood sheathing shall be supported by framing ccnsis8ng of Zx wood
2 3/8" studs,or 14 Go(0.07131steel studs,each eta maximum of 16'a/c for-80 psf.
160mm] 114" Steel studs may be reduced to 18 Go(0.0451")with-54 psf design pressure.
Sheathing attachment and studs design shall be in accordance with the 2014
Florida Building Code(High Velocity Hurricane Zone,where required).
2x4 Wood Stud or T
2xe Steel Stud to I ttttllld�e+ap
CK
Weather-Resisant Barrier [10/mm] GALVALUME(1/6[11..3rnm]thick JIS G 3322) U .EN
....
PRODUCT APPROVED No 71907
Architectural Wall Panel as comp with the Florida ?i r:•
Building Code
'/e•Plywood Sheathing MOA-No. 16-0404.18 Lt=PEI Engh7eering Services,Inc.
FA10DB starter track with
Approval Da 66/01/2017 A R a6 2017 srATE of 1
O: I
1 6mm s ror behind and :,�O R.OQ:��2`it 5BB40 State Road 15
() pa BY F C'T Goshen,IN 46528
fastened at every stud Mlum / roue n ro �O��SS�Q�Arls c'E ��m, Phone:(5 FL)C.O.A.Number(67 4753M736
o- PE120161490 �°�* � "�` NICHIHA USA, inc.
e 2 of 3 Architectural Wall Panel 6465 East Johns Crossing,Suite 250
Fastened Sheathing to Studs NICHIHA 2 Fiber Cement Siding
per 2014 Florida Budding Code fiber cement °° Apr.4,2017 Johns Creek,GA 30097 FL COA 27447
WOOD FURRING STEEL FURRING ARCHITECTURAL WALL PANEL INSTALLATION TO CONCRETE
Anchoring of Furring at 16"c.c.horizontally end
vertically per Festoning/Anchodng Table vn sheet 1 The panels shell he applied horizontally commencing from the bottom course
of the wall starting at the fen.
�— Concrete 1818 mm Panel layout may be stacked or staggered.
3030 mm Panel layout may be Stacked.
Top Edge Fastening par Fastening/Anchoring Table 1818 mm Panels have shiplop Joints on all edges.
on sheat 1 at 16"o.c.horizontally and 1"from edge 3030 mm Panels have shiplap Joints on top and bottom edges,
Weather Raslsant Barrier if required The panels shall be Installed directly to 16'o.c.furring anchored to concrete.
per 2014 Florida Building C.
Starter track(FA1006)attached 3141 up from base of wall and fastening at each
_end and every stud as specified on Festening/Anchoring Table on sheet 1.
The Ibng edges of the panels shall tie fasioned using JES301-Aluminum Clips--—-
2x2 PT Wood Furring 087F125-3 Hat Secton and fasteners as specified on Fastening/Anchoring Table on sheet 1.
•• (2+)Crps with the 1818 mm Long Panels
• (4)Clips with the 3030 mm Long Panels i
• •Face fasten panels at top to furring With(1)6mm spacer underneath
• Concrete Wall
•• Fasten to 16"o.c.furring strips:2x2 PT Wood or 087F12643 Hat Section
— -- - _ Furring strips of typical light framing methods shag be In accordance With the
-- -- -—-----2014F1ortdaBoliding-Code'(High ValvcityHurdcena-tone;where required). _--- —
Fastening to Furring per Fastening/Anchoring Table on
sheet 1 at 16"o.c.horizontally and 17 7/8'vertically AWP Side
7/8"
JES301 Aluminum Clip fastened at everyLand
-[-
l1 21- -I
Anchoring of Furring at 16'o.c.horizontal Concrete Side
verticaly per FasteninglAnchvring Table o
087F125-43(A653,33 ksi)Hat Channel Section
FUS
mod% \v.....
No 71907 *G
2x2 PT Wood Furring 08717125A3 Hat Section C�r-
CC Z
Weather-ResisantBarrterNrequired APR s 2 �] Q•� TE OF :_,`
per2014 Florida Building Code ?,,
Architectural Wall Panel PRODUCT APPROVED
as eompl In with the Florida
FA1003 starter track fastened at every Furring NOA-NoBuildin. ,c 16-04"18
Fastening to Funring per Fastening!Anchoring Table on Approval Date/06/01/2017 PE/Englneedng Seril h7C.
sheet 1 at 16°o.c.horizontally and 17-7/8'vertically. BY
58640 State Road 15
Mlam r uc on ro Goshen.IN 46528
Anchoring of Furring at 16"o.c.horizontally and Phone:(574)03.0337-Fax:(574)533.9T36
vertically per Fastening/Anchoring Table on sheet 1 FL C.O.A.Number 27447
PE120161490 "mom M•^"°m^°°
S 3 of 3 Architectural Wall Panel NICHIHA USA, Inc.
NICHIHA 2 Fiber Cement Siding 6465 East Johns Crossing,Suite 250
fiber cement Apr.4,2017 Johns Creek,GA 30097 FL COA 27447
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Fastening/Anchoring
DESCRIPTION and SPECIFICATION Nlchiha Architectural
18 GA Steel Stud 14 GA Steel Stud Wood Stud Wood Furring Steel Furring Wall Panel material is a non-asbestos fiber cement product
tested in accordance with ASTM C-1185 meeting the
Design Pressure54 psi 80 psf 80 pal 80 psi 60 psf requiremants of the 2014 Florida Building Code(HVHZ).
Face Fastening 1'from #10 Sheet Metal '110 Sheet Metal #10 Wood #10 Sheet Metal Planels are available in a variety of thicknesses for the
#10 Wood Screws exposed surface dimensions specified below.
top edge of panel Screws Screws Screws 1.75"Long Screws p
518"Panel 2"long 2"Long 2"Long 1.26"Lang
314"Panel 2"Long 2"Long 2'Long 2"Long 1.5"Lang
7/8"Panel 2"Long 2"Long 2"Long 2"Long 1.5"Lang r
_ -
Fastening for JES301 #10z2 Long -fk10x2'Conti--#8x2°Lang - i/8x1:6'Long-- -(2)#10x0.75"Long__ Panel Dimensions
___._-_ - __-- __ _ _ _ -_ -
Sheet Metal Screws Sheet Metal Screws Wood Screws Wood Screws Sheet Metal Screws WkBh Len h Thlckness- WeNhffmax) - - --_
Fastening for FA1 DOB #1 Ox2"Long #10x2'Long #8x2'Long #8x1.5"Long #1 Ox0.75"Long 17%" 71 Mis"or 119%Z W or Y4"or%a° 5A psf
Sheet Metal Screws Sheet Metal Screws Wood Screws Wood Screws Sheet Metal Screws PRODUCT APPROVED l
Anchoring for Furring ITW Buifdex 3/16"dia ITW Bulidex 3/16'die os complyIng with the Florido 455 mm 1818 mm or 3030 mm 16 or 18 er 21 mm 26.4 kglm
to Concrete apron 1"Embedmen apoon V Embedment Betiding Coda
Light-Weight CMU - (.1)at o.c. (2)at 11.5°o.c. NOA-No. 1�0404.1ti
_ - Design Pressure Hatln9 -80 psf (wood)14 GA steel)
- - - -
Medfrim-WelgtiCCMU (1)at-7:5"o.c.-=--=(2)at-15"--0.0.-=_ _ --_=APProga1_D 06101 01T Dosl n Pressuro Rating•_-54 sf 18 GA steel
2000 psi Concrete (1)at 14"o.o. (2)at 24.5"o.c. — --—F -(-- )-- - _- ---- -
By
Face Fasten Panels at Top to Stud/Furring with 1"from Top Edge of Panel at every stud mlom uc ono LIMITATIONS
and(2)5 mm spacers underneath panel for Stud Installation 1. All Installation shag be done in accordance with
or(1)5 mm spacers underneath panel for Furring Installation this Notice of Acceptance,the manufacturer's
Installation recommendations,and the
tuds/Furrings Panel Layout May Be Stacked applicable sections of the 2014 Florida Building
@ 16"o!c I or Staggered Code Including High Velocity Hurricane Zone
where Required.
(TYP•) i 2. Nichiha Architectural Wall Panels shall be of the
same formula used In the following tests reports.
Stud Wag or 2.1. FrL Lab No.7138 Project No.12-4258
Furring with Fastening to Concrete Wail 3. Studs and plywood sheathing or Furrings
supporting Nichiha Architectural Wag Panels
shall conform to the 2014 Florida Building Code
Panels shown.3030 mm Panels (including the HVHZ where required),and the
1818 mm Pa
similar with nets Aluminum Clips requirements of this Notice of Acceptance(See
Ps Note Sheet 2).
Increasing from(2+)to(4)per panel. 4. The assembly installed as specified herein shall
be classified as Large Missile Impact Resistant.
JES301 Aluminum Clips on Long Edge of
Panel Fastened to every Stud/Furring with
(1)5mm spacer behind for stud installation lD£USS,y�°°
QIQ r . Jo NSF •.9�'
26"Long ) Starter Track(FA1 DOB)attached 314"up from base of well * No 71907
fastening at each end and every Stud/Furring and(1)5 mm _
178 Panel Height spacer behind for stud installation crc APR 062017
(TYP� — '31 STATE OF :
_ _ _ _ _ _ _ _ 0��;�t R�oP Ora 6 PE/Englneering ServlceS,Inc.
SiONAftill�0 , Goshen,N4 6298640 State Road 6
Phone:(574)633-0337-Fax:(674)533.9736
7116"Panel Length(Typ.) FL C.O.A.Number 27447
°^a PEI 20161490 '.&.t NICHIHA USA Inc.
1 of 3 Architectural Wail Panel
: 2 Fiber Cement Siding
NICHIHA 6465 East Johns Crossing,Suite 250
fiber cement Apr.4,2017 Johns Creek,GA 30097 FL COA 27447
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