HomeMy WebLinkAboutNotice of Acceptance MIAMI• M[AMI-DADECOUN'I'Y
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCEIqUWIEWED FO a SW 26 Street,Room lob
BOARD AND CODE ADMINISTRATION DIVISION iami,Florida 33175-2474
CODE COMPUANCE0 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �Ts �A� � � midade. ov/econom
James Hardie.Building Product,Inc.
10901 Elm-Avenue BOCC
n/
Fontana,CA 92337
%12
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 I Iaving Jurisdiction
(AHJ)-
ile COPY
This NOA shall not be valid after the expiration datcst�tod- low. 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 duality 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 High Velocity Hurricane
,Zone of the Florida Building Code.
DESCRIPTION: Artisan Lap Siding
APPROVAL DOCUMENT: Drawing No.2008-8-7.vsd,titled"Artisan Lap Siding",sheets I through 4 of 4,
prepared by V.Andrew Tan,P.E.,dated August 07, 2008, last revision#1 dated July 22,2020,signed and sealed
by V.Andrew Tan,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the 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 the
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 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.#18-0504.02 and consists of this page 1,evidence submitted pages E-1,E-2&E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
MIAMI•DADE COUNTY �, NOA No.20-0730.07
Expiration Date: 10/02/2023
1 I e 6/tc?o Approval Date: T /26/2020
Page 1
• James Hardie Building Product,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0514.11
A. DRAWINGS
1. Drawing No. 2008-8-7.vsd, titled "Artisan Lap Siding ", .sheets 1 through 4 of 4,
prepared by Ronald I Ugawa, P.E., dated August 07, 2008, last revision /if dated
August 27, 2008, signed and sealed by Ronald I. 0gawa, P.E.
B. TESTS
1. Test Report 9MID3137643-01, by Intertek ETL Semko, dated January 30, 2008,per
TAS 262 and TAS 203, signed and sealed by Rick Curkeet; P.E.
2. Test Report 141ID3137643-03,_by Intertek ETL Semko, dated April 16, 2008,per
TAS 202 and 7AS 203, signed and sealed by Rick Curkeet, P.E.
3. Test Report#3097158-009B, by Intertek ETI,Semko, dated May 04, 2007,per
Acceptance Criteria,for Fiber Cement Siding used as Exterior Wall Siding signed
and sealed by Kal Kooner, EIT.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County.Building Code Compliance Offtce.
E. MATERIAL CERTIFICATIONS
1. Test Report#3099611 SAT-001, by Intertek ETL Semko, dated June 28, 2006,per
ASTME84-05, Surface Burning Characteristics of Building Materials, signed.by C
Anthony Penaloza, Flammability Testing Team Leader.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0517.05
A. DRAWINGS
1. None:
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY.ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None:
H _
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.20-0730.07
Expiration Date: 1.0%02/2023
Approval Date: 11/26/2020
E-1
; I
James Hardie Building Product, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 15-0122.03
A. DRAWINGS
1. None.
B. TESTS
1. None,
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2014 edition, compliance letter issued by R. L Ogawa&
Associates, Inc., dated March 17, 2015, signed and sealed by R. 1. Ogawa, P.E.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 17-0821.20
A. DRAWINGS
1. None.
B. TESTS
1. None:
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2017 edition, compliance letter issued by R. 1. Ogawa&
Associates, Inc., dated July 30, 2017, signed and sealed by R. L Ogawa, P.E.
Cl Hclmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.20-0730.07
Expiration Date: 10/02/2023
Approval Date: 11/26/2020
r-2
. I
James Hardie Building Product,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 18-0504.02
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and,Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2017 edition, compliance letter issued by R. I. ngawa&
Associates, Inc., dated July 30, 2017, signed and scaled by R. 1. ogawa, P.E.
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 2008-8-7.vsd, titled "Artisan Lap Siding ", sheets I through 4 of 4,
prepared by V. Andrew Tan, P.E., dated August 07, 2008, last revision #1 dated
July 22, 2020, signed and sealed by V. Andrew Tan, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
I. None.
F. OTHERS
1. Florida Building Code, 2020 edition, compliance letter issued by V. Andrew Tan, P.E.,
dated July 22, 2020, signed and sealed by V. Andrew Tan, P.E.
Helmy A. Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.20-0730.07
Expiration Date: 10/02/2023
Approval Date: 11/26/2020
E-3
WALL LENGTH SEE,
Stud Spacing at 16"O.C. DETAIL 518"thick,'5 ply PRODUCT DESCRIPTION
1� N A APA rated plywo
f od Artisan(D Lap Siding material is a
B ose:Cmcea`ed plank fasteners and OS6 fasteners not for sheathing nonasbestos fiber-cement product tested
mechanically in accordance with ASTM C1186 Grade II,
fastened to wood Type A and meeting the requirements of
/ studs the Florida Building Code.
Weatherproortng per PLANK DIMENSIONS
2121.8.2 of Florida Width Length Thickness
• : r Building Code S 8'/." 12' 5/8"
4VALL
HEIGHT = 18ga,Nominal T'X DESIGN PRESSURE RATING
S ` 6"Metal C-stud Installation Design Pressure
of
- Wood Studs -92 psf _
• Artisan®Lap Sidng - --- -
���'ss •'F-�G .
Impact Resistant-
At-/1 1-Y.'tall x 5!s"thick Planks installed over 518"thick 15 ply APA
rated plywood sheathing
U. starter strip
. �-►}-� �� SECTION B-B
B 314"Minimum Edge Distance 3l4"Minimum Edge Dlstanc
Nails at 16 O.D.(typ.)
ARTISANS LAP SIDING INSTALLATION DETAILS
5/8"thick 15 ply APA rated plywood sheathing shall AD installation shall be done in conformance with this Notice of Acceptance^the manufacturers installation
12ETAILe be attached to the studs in accordance with the recommendations,and the applicable sections of the Florida Building Code.
Florida Building Cade,with Minimum#8 X 1"long Metal studs where Artisan9 Lap Siding wilt be installed shall be designed by an Engineer or Architect per the
ribt:ed bugle head scmws,spaced a maximum of 6 Florida Building Code and the requirements of this N.O.A.
inches on center along the perimeter and a Planks shall be applied horizontally commencing from the bottom course of the wall with 1!"wide laps at the top
maximum of 12 inches on center along the of the plank.
intermediate supports.. The tounge and groove vertical joints must occur 4"off stud,do not nail within 2 inches of tongue and groove.
The exposed fastener shall be a minimum The planks shall be installed over 518"thick 15 ply APA rated plywood sheathing supported by a minimum of 18ga,
0.075"shank X 2' long corrosion resistant Nominal 2"X 6"Metal C-studs spaced a maximum of 16"O.C.
metal stud finish nail(pin)over metal studs. The siding shall be fastened over the studs with a combination of both concealed and exposed fasteners.
The exposed fastener shall be placed in the The concealed fastener shall be a minimum No.8-18,0.375"head diameter X 1'/."long*bugle head screw over
overlapping area approximately'/.'from the metal studs.('or screw shall have at least 3 full threads penetrating metal framing)
bottom edge of the overlapping plank. The exposed fastener shall be a minimum 0.075"shank X 2' long corrosion resistant metal stud finish nail(pin)
The concealed fastener shall be.a minimum over metal studs.
No.8-18,0.375"head diameter,X 1 long' The concealed fastener shall be fastened through the top edge of a single plank;the concealed fastener shall be
bugle head screw over metal studs. positioned 1"down from the plank's top edge in such a way that the fastener is fully concealed by the next course
The concealed fastener shall be fastened of plank.
through the top edge of a single plank;the • The exposed fastener shall be placed in the overlapping area approximately'/."from the bottom edge of the
concealed fastener shall be positioned 1"dawn overlapping plank-.
from the plank's top edge in such a way that Both concealed and exposed fasteners shall be 5 7"OZ.vertically and 16"O.C.horizontally into metal studs
.,, - the fastener is fully concealed by the next through 518"thick/5 ply APA rated plyymod sheathing.
course of plank. A fastener edge distance of/"shall always be observed.
'or screw shall have at least 3 full threads ■
5/8"thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with the Florida
penetrating metal framing Building Code,with minimum#8 X 1"long ribbed bugle head screws spaced a maximum of 6 inches on center
r+ along the perimeter and a maximum of 12 inches on center along the intermediate supports.
r 'l"� 4 Artisan&Lap Siding
Artisans Lap Siding(Metal Studs)
\ }p :Weather-resistive barrier per Section 1404.2
of the Florida Building Code
This drawing and the copyright therein are the property of the named company and
accordingly the drawing must not be copied or reproduced in any material form
o. 518"thick?5 ply APA rated plywood whatsoever and must be returned with quotation and on completion ofjob
sheathing fastened according to the Florida
Building Code J.—�e., .0 rMa" W- S¢E FSCIA NO DWG NO REV
F "-,,u vsm
_a9tre.6=.F.xsazra-. A M:ami Dade NOA-AnL&�nIzoSiding•2008-6-7.vsd 1
18ga,Nominal 2"X 6"Metal C"stud
Creator:C.Diercks SCALE 1/2"=1'-0" Date:8l7/2008 SHEET 1 OF 4
�.--16.00in. Cladding
1
6.00in. �
Framing
--- -
� Sheathing
OD'
V-------- -----------------=------------------------------- 12 m.
\ --
---------•--••-----------------•-- ----•-----•-------•-------•-•----------•--------•-----
----—---------------- ---;---—--------------------------- --------------------------------:---------------
7.00in. \
FUMING
■ NOMINAL 18 GAUGE 2"X 6"STEEL STUDS 16"O.C.FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR
WITH NO.8 X 1"LONG BUGLE HEAD SCREWS(2 PER TOP AND DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT
BOTTOM CONNECTION) PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE:,; vi..
SHEATHING PROVISIONS FOR THESE LOADS) F £ I; x v:it z t rEc++: Z w
NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING SA11T
ata fn w i
S. c ,xrs fits p ion•-•."LOR10'--
AT 6FAST O.0 AROUND THE PERIMETER AND 12"O..WITHIN TENED WITH#8 X V LONG RIBBED BUGLE HEAD HE f''t "'�" t) '� �?S/ONALFIELD
CLADDING
• PLANKS OVERLAP 1 Y."
■ THE EXPOSURE IS 7" Artisan]Lap Siding(Metal Studs)
• THE PLANKS ARE BLIND SCREWED WITH NO.8-18,0.375"HEAD
DIAMETER X 1-%"LONG CORROSION RESISTANT BUGLE HEAD
SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS
PENETRATING THE METAL FRAMING),PLACE SCREWS 1"DOWN This drawing and the copyright therein are the property of the named company and
FROM THE TOP EDGE OF THE.PLANK AT EACH STUD LOCATION — acccrdingly the drawing must not be copied or reproduced in any material form
• THE PLANKS ARE FACE,NAILED NTH 0.075"SHANK DIAMETER X whatsoever and must be.returned with quotation and on completion.of job
2'LONG CORROSION RESISTANT METAL STUD FINISH NAILS,
s 4".KrUW'`•�' P.AeA SIZE FSCIANO MIS NO. REV
PLACE FINISH NAILS /."UP FROM THE BOTTOM EDGE OF THE iWA0-1—
PLANK AT EACH STUD LOCATION WM"C Fo -CAW37 A Miami Dade NOA-Artsan Lap Sing 2608 0•7.vsd 1
90].1`G6:b0.FUCC).2T.i.W
Creator:C.Diercks SCALE 1"=V-0" Date:8/7/2008 SHEET 2 OF 4
V>'ALL LENGTH SEE 5!6"thick l 5 ply PRODUCT DESCRIPTION
Stud Spacing at 16"O.C. Artisan Lap Siding DETAIL A APA rated plywood 9 material is a
B r I►� Note:Carnealed Dank fas;emrs and OSS fasteners not shoran for clarity sheathing nonasbestos fiber-cement product tested
mechanically in accordance with ASTM C 1186 Grade II,
fastened to wood Type A and meeting the requirements of
studs the Florida Building Code.
Weatherproofing per PLANK DIMENSIONS
•a':�,�•K
2121.6.2 of Florida Width Length Thickness
Buitding Code 5 8-Y! 12,WALL or Fj
HEIGHT _ 2"X a"S P•F WoodDESIGN PRESSURE RATING
— Studs Installation Design Pressure
Wood Studs -92pSfArtisan)Lap Siding
Impact Resistant-
1 /.•tall X 5f6"Wick rated
installed over 518"thick 15 ply APA
rated plywood sheathing
starterstrir
-e Distance ,ACTION B-B
B 314"Minimum Edge Nails at 15"O.D.(typ.) 3!4"Cliriimum Edge Distance--►��e—
5V thick 15 ply APA ra`.ed plywood sheathing shall ARTISANO)LAP SIDING INSTALLATION DETAILS
be attached to the studs in accordance with the °
DETAIL A All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's installation
Florida Building Code,with minimum 8d 2-318"long recommendations,and the applicable sections of the Florida Building Code.
box nails spaced a maximum of 6inches on center
along the perimeter and a maximum of 12 inches on Wood studs where Artisan®Lap Siding will be installed shalt be designed by an Engineer or Architect per the Florida
center along the intermediate supports. Building Code and the requirements of this N.O.A.
• Planks shall be applied horizontally commencing from the bottom course of the wall with 1%"wide laps at the top of
The exposed fastener shall be an Sd,2- the.plank.
'/2'long corrosion resistant finish nail The tongue and groove vertical joints must occur 4"off stud,do not nail within 2 inches of tongue and groove.
over wood studs. The planks shall be installed over 5/8"thick/5 ply APA rated plywood sheathing supported by a minimum of 2"X4"
The exposed fastener shall be placed in S-P-F wood studs spaced a maximum of 16"O.C.
the overlapping area approximately'/.' . The siding shall be fastened over the studs with a combination of both concealed and exposed fasteners.
from the bottom edge of the . The concealed fastener shall be an 8d,2-318"long corrosion resistant ring shank box nail over wood studs.
overlapping plank. The exposed fastener.shall be an 8d,2-'/:`long corrosion resistant finish nail over wood studs,
concealed fastener shall bean 8d, The concealed fastener.shag be fastened through the top edge of a single plank;the concealed fastener shall be
The
The long corrosion resistant ring positioned 1"down'from the plank's top edge in such a way that the fastener is fully concealed by the next course of
plank.
shank box nail over wood studs. • "
.The concealed fastener shall be The exposed fastener shall be placed in the overlapping area approximately°/ from the bottom edge of the
fastened through the top edge of a overlapping plank.
single plank;the concealed fastener Both concealed and exposed fasteners shall be s 7'O.C.vertically and 15"O.C.horizontally into wood studs through
shall be positioned 1"down from the 5/8"thick/5 ply APA rated plywood sheathing.
plank's top edge in such.a way that the. A fastener edge distance of'/."shall always be observed.
fastener is fully concealed by the next 518"thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with the Florida Building
course of plank. Code,with minimum 8d 2-318"long box nails spaced a maximum of 6 inches on center along the perimeter and a
maximum of 12 inches on center along the intermediate supports.
v No Artisan&Lap Siding ; �a
( §N ArtisarO Lap Siding(Wood Studs)
r O O Weather-resistive barrier per Section 1404.2
a of the Florida Building Code This drawing and the copyright therein are the property of the named company and
Cam'- a
/ accordingly the drawing must not be copied or reproduced in any material form
Zq
5!8`thick!5 ply APA rated ptyvc d whatsoever and must be returned with quotation and on completion of job
' sheathing fastened according to the Florida
Y' Jenv+r�xoD.Uv .,t°. SIZE FSCMNO DWG NO REV
Building Code
r°ns,.cA'iL7 Miami Dada NO
-Artisan Lap Siding-2000-1.-7.vsd 1
A
LZ"X 4"S•P-F Woad Studs
Creator C.Diercks SCALE 1/2"=1'-0" Date:8 INN SHEET 3 OF 4
6.00in. �— L-16.00in. -J Cladding
I I
6.00in.
■ \� E Framing
Sheathing
—— 12.00in.
--••------------------------------ - ----— -- —-
i
•--------------------------------------------------- -------- -------------------- '
------------------------------ - --•-- - -
4
--___-__-__—____________________�______—____--_-___—____----_-�—_____
------------------------�`-•----•-------
7.00i ..
���r.�>Nc ����� �• � +
■ Nor
NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED WITH
FRAMING FOR bIETAL AND WOOD STUDS,PROVISIONS FOR ,/jJ �Zdo
16d COMMON NAILS(2 PER TOP AND BOTTOM CONNECTION) DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT e7 �� SAh
SHEATHING PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE,
■ NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING PROVISIONS FOR THESE LOADS) �/FSS/• (L� \�
■ FASTENED WITH 2-3/6 INCH 8d COMMON NAILS,AT 6"O.C. //// NIAL�\\\\\
AROUND THE PERIMETER AND 12"O.C.WITHIN THE FIELD
CLADDING
■ PLANKS OVERLAP 1'/<"
■ THE EXPOSURE IS r' A tisanJ Lap Siding(Wood Studs)
• THE PLANKS ARE BLIND NAILED WITH A 2-3/8"CORROSION
RESISTANT COMMON RING SHANK NAILS,1"DOWN FROM THE
TOP EDGE OF THE PLANK AT EACH STUD LOCATION This drawing and the copyright therein are the property of the named company.and
■ THE PLANKS ARE FACE NAILED WITH 2-Y2'CORROSION — accordingly the drawing must not be copied or reproduced in any material form
RESISTANT FINISH NAILS,'/.°UP.FROM THE BOTTOM EDGE OF
whatsoever and must be.returned with quotation and on completion of job
THE-PLANK AT EACH STUD LOCATION --
»•+ 1=av� SIZE FSCtd NO WIG NO REV
1CBL7 Eb+hve!u _. ..
F••cxa U.57177 Miami Dade NOA-Mimi Lap Siding-2002--i_vsd 1
Frua.W9•Yfb370.Fae 90F�^S.Y A
Creator:C.Dierchs SCALE 1"=1'-0" Date:8/7/2008 SHEET 4 OF 4