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Pr6ductApprovail
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'FL #
1`1.20484�R2
f4pplicdtion'type
Revision
Code V&slon
2020
-Apoiicitidh Status
Approved
comments
FIEVISWED FOR
Got)e cOMPLIANCE
'Outgory
ST. Lucie
130cc
Product Manufacturer
STATING
UNION MRRUGATING COMPANY
AddressIPhone/Embll
.761 S. KING
'�ONTRACTOR COPY
FAYEntVILILE, NC,28361,
10) 913-2432
lake@unioncorrugating.com
Authorized Signafu're
Randy Blake
iblake@uNdricorrugating.carn
'Technical Representative pr, pntative
AadresoP6one/Erviall
Qoaljty Assurance.kepreseniadve
,,Category
Roofing
,'Subcategory
Metal Roo6g
. Cbriipliah66 Method
Evaluation Report from at F16Hda kiglstered.Ar6hitect ora'Mcensed
Florida Professional 15ngincer
Ivaluabon Report - H6kdcdpy Received
,Florida Engineer -or Ambitdcl; Name who developed
Bala Sodoll6oarn
Ibe Evaluation RiVoit
Florida `Ueeftse
PE-62240
;Quality Assurance Entity'
)<jystone Certiftcailbns, Inc.
.Quality 48:Urance Contract Eitplratloii Date
09/0712027
.Vqlld . ated BY
Yoosef Lavl, P.E.
is Valldatl _'on Checldist =!Hardcopy"Recelved'
Certificate of Indep6dence
kercrenced Standard and'Yebr (of Sthiid6rd)
e161valence of Product Standards
CertiRed By
SectlonG from the Cocli
.FM 4470 *6
TASr 125 2003
UL 1897 2012
UL 580 3006,
006,
'MaX.L. _11-2 2021
htt s-1/�,.,�vw.florid'abuildiiig.org/`P�r/pr- -app dO.asgk?pafam;--�� E-VXQ'X4DqSJ9
a49
I
FloridaFBuilding Code Online
prodiict Approviii Method Method I Option D
-Date Submitted 10/10/2620
:Date ValidiIted .19112/2020
bate Pending F , Bc.A00roval idp74070.
Date Ap'Or6ved 12116/2020
P agc 2 of
20484.5
MasterRib.
M6 29.9a., W'Wlde through fattened panel over 15/32"
thick plywood or 7/16' thick OS8
Limits,of uie"
Installation -Instructions
'nl
Approved for Use In HVHZ: No,
EUijxied R qY r� gjwiti6ncuts.,oa6 _
Approved for use outside HVHZ:, Yes
Verified 4: .13ala Socluilingam, RE., 62240
Impact Resistant: NIA'.
Created by independent Third Party:'Yes
Design Pressure: + NJA/-124
- Evaluation -Reports
Other. Uplift.loadof'56.0lisfo fiistendrspaeln_q cf`24"ox;
FQNFII R2 As f-vAWHgf1Zrpr6C
&lZ4.GpsfQfa"stenersparing of67o,c,.
en irty.'Yes CreateqpyIndepand independent Pa
20484.6 Maste,iRib
Min 29 ge., 36". wide through fattened -panel over.15/32"
thlck'plywood
Limits of Use
Installatioly In ftructions
.Approved for use -in HVHZ: No
o foat'-6-'
Approved for use outside HVHZ: Yes
Verified 5y. Pala ' Sockalingam,* P.E. 62240
, Impact Resis6nt: VA
Created bylqdeP Th'endentird Party: Yes
Design -pressure: +N/A/,-88.5
Vther: Uplift load of 56 pjf for Fastening System I, Uplift .1
Eviiluaticin:14eports,
V2_04 Ra lhr-amlrlfmahna "71
load dfSS.SOsf'for Fastening System 2..
Created by lndependent.Thlrd..Rarty: Yes
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'Florida Buildi ;�49 Code -Online
.
20484.7 1 ML150
Limits of Use
Approved fd-ruse in H%fHz.-No
.Approved for use outside HVHZ: Yes
impact 1t69lsUnt.'N/.A
Design Pressure: +N/A/-124,.
Other:;Maximum Uplift load of 124 psf 0 clip
sp
D,c.%wltfi'1'80 seam, self.-adfteHng rlomb6ne and
Page of 3
Max- 16.5" wide, vntrfN ga. steel standing seam panel 'Over
15/32" - thick'plywood.
20484.8 JRBR or R Panel
Min 26 ga., 36" wide throticiti fastened pinel'over 1513211
thick plywood
Limits of Use
Installabon Instructions
"Approved fdiuie 16 14wiz- Na
.1120494 -P.7, IT
Approved f0Vui6'0t6Ide-HVHZi Yes
Verified By: _ Bila�Sr6ikillngam P.E. Q240
Impact Resistant; N/A
Created by; Independent -Third Party,, Yes
DO-19. Pressurd..+N/A/AiSiZ
Evaluation Reports
Other:bplift'ioad Of 30.0,psf at fastehef spking of 48" Ole,
E!2D_4,L42,, Afi t w 1 .2 lo] 18 )it,
and* 161.5 psf atfastendr,spaclrfg of &'.Ole.
Created by. 1 ridependent Third Party:.Yes'
20484.9 SL175. Max n"wide ,tnt"n 24-ga.; snap-lock'Standing sea metal
V . anel over;i5/32" im thick plywood,
Liffift of Use Xvistallation, lInstrucitions:
Approviii for use In'HVjjj: No th-N=
Approved f6ruse outside HVIlai Yes- -Verified.S94 Sala Sockallngam, P.E.' 62246
1mpiiidt lietls6nt: NIA 'Created- by Inidependent Third Party: Yes-
:besfqn Pressure:'+-N/Al-93.5 EveftaUon Reports
'Othbr! Uplift load of 39-8 psf @ 60 spacing of.36". ox..'bnd Fi 76,t34- 0� 'IAC• _Fm;iIqzf1cmoo t1
78.6- psf, @ dip'spacinj of B" o.c With felt. Upliftload of 93.5 C'reated by Independent Third Party' Yes
psf 0 cil p spa cl ng.,of .1 2", d.r_'with ki f-S d heiin g, m embiain e.
The State of Florae Is an Al'{tE employer (�avncni 7np7 YOi3 . fa . w%tAjo -
Ple=-FOfidd law, eM'zj4141cS*w are tiutiIk rtmttlS. rmd4e to cords *&mL da ridro;enid�F.drnnic
imail to h��" n itol, n1a rho
oft�co by
1. 20", Iloanues "_nzad.undcr Cbapter455, F.S, must proQ:ia tim ovitantrent WIN an thiall ;dares if ihiey tiiyt one. TI,6
to
the lice"ce. "�IhVr CM8jI iddrCSj4�S b=rQ-vrd: If you dd not wilfi'to ti,pplVa penonit taddre-As,
please pravke
the
nt�
1. n be Ma4e.avbil6ble to rtz pLbNc. 76 e If viiii are a Utinsee under Citupter A55, Fs., Itteate
cffCk um. . ) -
Crecril card
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bttps-// florid ui1ding-.,orgtpr/pr 3app dt1.aspx?parati=w E s aW .. AgXJ.-1 �j G VXQWiD-q J§ -Y 20
EVALUATION RE, PORT OF'
UNION CORRUGATING COMPANY
1126 6A. 5v PANEL'
'FLORIDA B'U1Ll)NG CO1)
E7THEDJTION(.2Q!
(i
FLORIDA PRODUCTAPPROV " AL
FL 20484.1-R-2
ROOFING
METAL ROOFING
Prepared For:
Union 'Cotrugati-110:Compaby
t.
FC - ayettevilk,X-283,01
Telephonci: (9j.0) 4,83=0479
)Fax: (910) 48j.1601
Prepared By.:
Bala Socks liiigam, Ph.D., VJZ.
Elorid , a Pt6fesski]IM Epgffieer 46224
i2,16,-N* Dwsittg.Av-6.,=Stflte C
Tulsa,097,41106
rf&Aoi le: (010) 491-5001.
FAX: (866)'366-1543
This report i con.ssis of
E-vatuatioftleport.0 Pa'ges-incl . udijig ;over)
Installation -Details (I Page)
Load:Spat Table fl Page)
Report Trio, C-7401-1
Date: 10.10.2020
Manufacturer:
Product Name:
Panel Description:
Union Corrugating Company
5V Panel
24" wide coverage with (5) I/2" high ribs
FL 20484.1-R2
C2401-1
10.10,2020
Page 2 of 3
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755). Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 15/32" thick APA rated plywood or min. W thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others and installed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507A.2
Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c.
(Factor of Safety = 2) 169.0 psf at fastener spacing of 6" o.c.
Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion
resistant as per FBC 2020 Section 1507.4.4.
At interior max I2" o.c. across panel width through panel rib
At panel ends max 6" o.c. across panel width through panel flat and rib
Minimum fastener length of 1.5" for new construction. For existing
construction, fastener shall be of sufficient length to penetrate through -
the deck a minimum of3/8".
Test Standards: Roof assembly tested in accordance with L:L580-06 6Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test , procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance
Product Limitations:
The product described herein has demonstrated compliance with TBC
2020 Section 1507.4.
Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
FL 20484.1-R2
C2401-1
10.10.2020
Page of 3
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Union load span table. This evaluation report is
not applicable in High Velocity Hurricane Zone. Refer to current NOA
for use of this product in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2020 Section 1505 and current approved roofing materials
directory or ASTM E108/LJL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & UL 1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T197-16, Reporting Date 5/12/16
sP
PANEL OY AP
XF, DNDER&WENT ..
DETAIL 2 SEE DETAIL 1
PAHEL FASILR:R
s�PAIrt Aea
1111 PANEL ,SEE
�
40AD CCI1AaLe
-/
1
g
�- ✓
xDERUYNEM
-� e
I
- (0
PLYWOOD
DECK ATiICH17 "l AND 75/30' TIIIL71 T (WN•l
wPPORS MUST BE
#
is
)HPJG.�S
pwN
DESCYED AND LYSIAL00
W OTHERS
I
4
MIN. 2X- WOO RARER/JOIST/
TRUSS AI WAX. 26� O.C•
TYPICAL PANEL INSTALLATION
X-S C_ TION
w�
N
F ,P
Y1D ��15 X Y LCNG )k= •-i
WAg1LR
REW WIT:E
Xjm
WO WN1EfllAWEN7PON,^�•
�WN 26 CA. PANK
,OO$TpIO �PINCLLS
jj�
l0P"GYAL)
3
n �1
1011511,15 WDERV`LE":KT
pYWOOP
I5/w 'HICK
O.
a
f.F_uty_u N=
1. 4flCTgCTUPAL ROOF PANEI � BEEN DESIGNED 14 .1CCORGANCF WITH TH.-
To
7
aye-1S x 'e LOHG wODD
1.OROA SUL0.hG CODE 'FBC.
2. RCOF PANELS S+ALL BE�SINIMUN 26 GA £1•�ECT:YE COVERAC WICTH OF
_ b
` SCREW Wf'.H wA9{CR
PANEL a 24'•
R
J.'EE ROOF PonELS $MIL BE ai5vl t£0 OVER SHEA M'-YG d S RUCTU4E A°
t
Y:A' 26 W PANEL
9RE0ON ECFITHIS DRAWN"u.
+.REQUIRED N MIS WlHD LMUY SHA::. 8E O� CfluR.FJ TOR EACH PROJCCT.
T.cB URGk7tNh1�1T
.
THISPANEL SYSTEM MA, NOT 8E t%S7ALLED Vf4EN T1-E RECUIREO DES'GN
I
WIND LOADS ARE GREATER TWIN TI-E ALLOWABLE YARD LOAD TABLE
5, ALL FASTENERS ARTS' BE IN ACCORDANCE WITS THIS DRAWING h T*E T1.090A
BIJILDN. CDOE, IF A 13F .AERCE E CCUR5 ULT'NEEH THE I&MMALILI
IXST�AO SntrJGI.ES
(OPPOHAL)
REOURTEUENTS O/F THIS ORAWNG At THE CODE. HE ^ODE SNAIL. CCNTRCL
B. 11 AEO FOR la APERIG TNijAUST BAAyOEAxC TCIC R POI.SBit7YTo *JMSML�D NOF O MFAS 5
EYS7M 0DCREAYNENT
(CF110MALI 'I' I
PLYWOOD
15/32' 1HCA (SPA.)
401:1
(
v i
ID
UNION CORRUGATING COMPANY
:(Min 26 ga.)
Desctipiion
Fastener Spacing
Allowable Uplift
along AmplLength
Load
.6.
--1.69.0
.1472
Panel ;Fs
x hdad screws %vjt i
scaled wifMi,or,
.14
121,7P:in. .
i6
C H T
IS
.94.7
6—v,across,.pane widthv,
20
.85.2)
24,
71.0
1. Thebold numbers from test- data with saTeLy-factor tif.2.
2. Panelsnusi be instal led, as'perEvaluation Repon 1126U4.1 and UnIoncurvent installation procedure.
I
rv'r
2.2 4
4!
0 P
1�Bafa8ocktiflngam; Ph.b P.E.
-) 16 "C4N.1-ansinn Ave.. Suite C
Tuhm Ok 74'106 Pj i52240
,913 A02 5)692