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HomeMy WebLinkAboutjaschinski NOAE IDI etic,
-Cernfirate of AurhCe?z fr #�245s
353 Christian Street, Emit #13
IkT/ Oxford, CT 06478
203 � 2 62-9245
ENGINEER EVALUATE TEST Cole ju CERM FY
PLYCE M USA LLC
fiber Ccmc�nt Products
15OS5 Woodharn I) rive
Houston, TX 77073
(1) 813-1260
Evaluation Report 9915.06.16-Fl4
F L207 42-R4
Date of iss uan cc. Qf5} 17/2016
Revision 4: 02/21f 2019
SCOPE:
-rh i s Evaluation Report -is issued under Rule 6IG 3 and the applicable rules and regulations governing the use of
construction materia Is in the State of Florida. The docurnentation submitted has been reviewed by Robert Nieminenr
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
co m p I Ea nce with th a 0 Editi u n (7-o17) Florida lauildii ng Code sections noted here i n _
DE CRIPVON.- AIlura'w" Fiber Cement Siding
LABELING F La be I i ng shal I be i n accordance with F BC 140CIO a nd the requi rements the Accred ited Qua I ity Ass u ra rice
Agency noted herein.
COWINUED COMPLIANCE: Th I s Eva luation Re port is va Ii d unti I such time as the named product(s) chanps, t h e #P_fe ri� nced
Qual by As�,ura rice dor-urne ntation cha rages, or p rav1:5ions of the Code that relate to the prod uct � h a nge_ Acce pta n ee of
th is Eva luat i on Re po rt by the na rned cl ient co n stitute s agreernent to notify Robe rt Niem in -en, R_ E . of a r y iz-hanges to the
p rod u ct(s)r the Chu a lit{ Assn ra n ce or the prod uction faci I ity I ecationf s)- Nf MO I etc, requ i res a cu mp I ete review of th i s
f val uati o n Report relative to u pdated Cade req u1i re m eats with ea ch Cod e Cycle,
ADVIUMSEMErdTi The Eval uat ion Re po rt nu tuber preceded by t h e ,,word s 'IN EMO I etc. Ezra luated" may be displayed in
advertiVing literature- If an)( portion of the Evaluation'Report is displayed, then it shall be done in its entFrettr-
I N Et rION.' U po r4 request, a co PY of this enti re Evalu at ion Repo rt s hall be provided to the us er by the ,Hain ufactu re r o r
Its di strlb uto rs a nd shall be a aaa I a hl c fo r i nspection at the job site at the request of the B u ild i ng -ha l_
Th rs Eva I u at i on R c pa rk Consists of pages 1 th rough 3, p I us a n 8 - page Appen disc_
Prepared by:
'Si�
��_'
X� '-'� * P�vll4�tl��d Robsr'I
Robert J.M. Miernifien, P.E. ' � �� 1he Fassirtdlaseal appearing was �
` �16 +� fll-mineN 1P, E. -orb W22f2010_ Phis d+,m rro+r serge as an
Flcrido Reg sxrotfon No- 59166, fiorld(] OCA AIVE1 3
ek-cuvNcaliV signed docunecll.
CEKnrKAYK3 i of OgIDE-PF-hDENC:
1, NEM0 ETC. LLC does not have rror does it interid to acquire nr wilr it ac-quire, ;a fnarrrraI irrtar-Ost In any, company manufacturing or
distributing products it evaluates.
2_ WEMO ETC, LLC is not owned, operated yr rortitrolled'byr any, tompanv manufacturing ordEstributin:g products it evaluartes.
R-obert Nierninen, R.E. dogs not hwe new will acquirer a firranrial irtitere!�t in any company, rrkanufactusing or distntEuting products for
which the evaluation reports are being issued.
A. Robert Niernino�rt. P.E. does not have, nor will a quire. a financial interest irk ony other entity involvf--d irG the -approval process of tfie
product-
5- This is a bu Tiding code evaluation. Neither NEW j etc. nor Robert N ip-mine n,'P.E, a re, In any way,, the Designer of Record for @ ny project
on which this Evaluation Report, or pfcNiousverMoris thereof, is/was used for pii-rmirtirig or design guidance urdes-i r-E-taIrred spedflf'ally
for that PufPose,
fa
N IEMO l etc.
PANtl WALLS - IDING -EV-ALU-4T1ON,
Product 1=21esory; Pared VNa11s
Su d-C;B teg13r Y- Sid in g
Cora pliance Statement: Allure" Fiber Cement SId in& a s produced by PLYC EMI USA LLC, his de rnoMtrated
compliance with the ;following sec�ion!; of the 0 Ed•rkion 1201711Florida Building Code through testing in accordance
with the following Standards. Compliance i$ Subject Jo the Installaition RequiremenU and Limitations f Conditions of
use set forth herein.
Section
PLO Perk_y
Standard
bear
1 4_ 10
Phy5 k:a' Pr u Pedies
ASTM C1186
2012
1 .1
vVino
ASTM H3 oD
2OD2
Enti
Examination
RefereTwe
date
�fLD (T5T6Da.L3)
Transverse Load (Wind]
Florida vVindlead Testir g
0*/15 016
CRB (TST6049)
Trans se Load (Wind]
2.258/W}10
08 2J101G
ERD (TST6049)
Transver5e Lead NAnd}
7he Ceme
10}Z612016
ERD (TST6049)
Transverse Load (Wind)
7-25/B/cMU{16
12/04}2017
HETL (7ST1691)
Transverse Load (wind)
HETI-01-11)00
04/11 002
RETI (TST1E*91)
Transverse L.oaiJ (Wind)
NETT-01-1021
04/11/2002
EIEFI (T5T1 1)
Transverse Lead Mnd)
HMI-01-1023
CLall1}2-D02
H ETI (TST1691)
Transverse Load (Wind)
H Er-01-1.056
/11/2002
HETL(7$T1691)
Transverse Load {1Nindl
HETI-01-1060
04/11 002
1T$ (7571509�
Physical PfoPerties
31553 0C
11 4/2008
1CC-ES (EVM96)
2012 IOC/IRC Cornpliance
E -1381
10/OV2016
NEMO (TS76049)
PhYMCel PrOpertieS
ERD-SM565,10-1$
10118/201;�
MT98M)
Transverse Load JWiriti)
RJ0893-5
12MM1e
QA1 (TST9808)
Trarlsver-se Lead (Wind)
RJ0803-0
12/10/2010
CIAI 7ST9&081
TrarL5ver'se Load {Wind)
RMD893-9
12 0 010
OA1 (TST9$08i
Tranweme l q d ('mind)
FUM3-10
1 0/2010
iaAl (T5'T98 )
TranVerRl Load (Wirldl
RJM3-11
1212012010
QA1 (TST9808)
Transverse Load (VVirA)
11110893-12
12120/2010
QAI (T5T98081
Tranwvse Load Mi rid)
PJ2420-P
0411$/2413
QA1 rST9808)
Rackl ng / Shear Lund (E72)
Rl0701P-5
021019
QAL n-57nOS�
Hack; ng /year- Land (E7� II
RJ67-01 P-6
0 /2 019
QA1 (T5798081
lacking � Shear Load (E72)
8J$701P-1-R1
021111Z43
QA1 {Y5T9808}
Rarkinp Shear Load (E72)
FU670115-24k1
02/11f2019
QA1 fTST9808)
Racking Shear Load (E72)
RJ6701P--R1
02/11 W019
C�Ai (TST980a)
Racking Shear Load (E72)
RJ67()1P-4_R1
0 11/2019
PLYCE M USA LLC
Qua lity AssurarLGe-
Declaration Letter
0 01/2017
QAa IQU.A262S�
Quality Assurance
In5pertion Report (Nt)
07N9/2018
QAI {QI_IA7 )
CWailtV Assuram:e
Inspectim Report (MX)
09/14 018
4.1 All uraT' Fiber Cement S i d in8 is com posed of Portia rrd cement, silica, oe11 u I ese fi be rr rlay o r fly a 5h a n d I im es#ene.
Altura— F1 ber Cerra a nt Si ding is m inEmur n 5/ 16- i n ch Tb i Ck a nd meets ,SST M C 1186, Type A. 6 ra de I I ( Reference. FBC
:L".10).
4-1-1 Vertical Panel di is f I K f i IJ er-cem ent, pa reel -siding available with s month or textured P_xte nor su da tes; 48-i n-C
wide by 8, 9, 10 or 12 ft long-
4,1.2 La p Sid Ing are fl-at, fi ber,cem a nt, la p-s id irig available with smooth or textu red extQ!rior surfaces; 5 , 6 , TA, 9Y. or
!9-inch wide by 12 ft long,
NE*+10 ETC, iLC alu p
on Report 9�3L5.a1.16-R4
CuJUWeqfWE!WN32455 �i� k EDMON ( 1 I)FH C15LI N FL�07��•R�J
ern
HVMZ EVALUAT10N Realslon � 02{201q
Pag.e 2 *F a
44NEMOletc.
4.1. 3 5ha Siding &re flat, fiber -cement, panel -siding ava1a b le with smooth or temr-ad exterior surfaces of va rio Ljs
i d igns� "Random Square Strait Edge", "Random Square Stammered Edg@6 � "Ka
I�-Roun��" and '+�ct��oris�'; ��-inch
,amide by A�-inch.
gner
5-1 This is a buiId1ng rode evaIuatiori. Neither NEMO M. LLC nor Robert Nierninen, R.f- -arer in any way, the DCS'
of Reoord for any project on which this Eva Iuabon Report, or previous versions thereof, is/was used for permitting
or des ign gu idarlce u € less reta ine-d specifically f or that purpose-
5.2 This Evaluation Report is not for use 1ri FBC HVHZ jurisdictions.
53 This Evaluation Report does not address fire-re.sistance- rating perfiormance of the completed WaII assemblies.
5.4 Shea r load performa n ce- d ata for Ve rt.i l Pan e I Sid i ng i s presented i n Appendix 2, Lap Si ding and Shapes Si ding a re
not i n to nded for rackiing o r s h ear resistance; walls s h A be braced by et her mea n-s a s required by t h e Aut horny Havf ng
5,5
5.5.1
5,5.E
5,6
J ofisdiction.
Limitations relating to wind dad resistance are outlined in Appendix 1.
"M DP" - M ax i Mu m Al lovable Design Pres5ure is th a TWA of testing ror wind load resista nce based on al lowable
wind loads. Refe-r to rBc 1609 for determination of design wind loads-
aximum Ultimate Wind Speeds sba II be as defin-ed in or 1 .3(3) of the E* Edition (2017 }
Florida Buildi!ngCode, depending -on the project Risk Category (f!BC 1604.5) and Exposure Category �F:96 1609,4.31
a s d e f i ned hfy the Design e r of Re co rd and accepta ble to the Autbority Having Jurisdiction, Maxi m u m LI Itirn ato W; no
Specd s a re li m ite d tD pro j ccts r'n eeti n g the following;
maxi m u m height o f 30 it
E ndose d building (Internal Pressure C'3effici ent, Cp i = + 0 -14�
Site conditi.oris and location of the structure do not meet ali conditions specified in Section 2-6.2-1 of ASCE 7-10
A alysi s for bui Id i n gs fa 11ing outside these ronst ra i nts shall be u n a project -by -project ba sis by a Flo rlida R-egistered
RE -
All products in the waII assp. mbly shall hzve quality assurance audit in accordance with F.k C. Rute 61G10-A-
6-1 All-uratm Fiber Cenilerrt Siding Shall be installed in accvrdance with
instructions, sub} t t-athe Limitations( Conditlons of L[Se noted herein.
RLYCF-M U6A LLC published installation
6.2 The underlying wa I I su hstrate shal l include a water-resi stive ba rri-e r in acoord{a n ce with F&C 1403.2-
6-3 Minimum system attachment re-qui rem ents arc set forth in Appendix 1, and .shall not be ex-ceed ed. Fastener length$
noted a re rni rti rn u m I en gth s, and, shail be adjusted as necessary for rn f nim urn 1-inch errs hedment i rtto wood studs or
minimum three full 1hreads for maul framing (Referenw: FBC1405.16).
As required by the Build i ng off i vial or Authorl ty Haring J u ri-sdiction in older to pfoperly eva I u ate th a in51a I lation of
this orodoct.
Nuevo Laredo, Mexico
North WilIkeslero, NC (aka, "Roaring REv&')
kl La bor-a to rigs i QUA7628- 4 � 52 f 4 -316; rr iansQQwne LL!,y 1-ul r,
THE EIGHT f g) PA GE APPENDICES THA T FOLE 0 W FORM PAS RT OF THiS EVALVA T;01r REPORT -
Evalu;pion Report 5915-Gfi.:L&R4
NftE1� EEC, U.�
Sri. 0 E q LLC YipSfan § �< l Dil l 1F017) FtC ff-ON-HVFZ E4+A AVON FL20702-114
RFyoern USA LLC_ R2visioei a! NJ? 1120J9
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