HomeMy WebLinkAboutPRODUCT APPROVAL STRUCTURAL COMPONENTS\t1
4
1/212018 Florida Building Code .Online
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Florida ..
PProduct Approva('
ro
USER:PuhUc Used
'Product Annroval fipmit > Proud oi. AnnlicaNan Search Aontiatian 1.14 i Applie tion Dateil - -
FL':# FL9555,-R4; RECEIVED
-- - -: - ' Applicatidn,Type'' Revision
Cdd.e! Version'' 2017
Applicatidn Status' AC�I �pUU Approved: J U N 2 2018.
(('�� �111�IliiVV���J ST. Lucie County, Permitting
'Comments' .
'ikchlved St Was (00 11�/ a
Product`ManufacturiC UNION CORRUGATING -COMPANY
Address%Phone/Email 7,01 S. KINGST'
FAYETTEVILLE,, NC 28301
(910) 483-0479 'Ext 256.
jsUe 6y@u nlon_c_orrugati ng:com
Authorized Signature John-Stfeby, .
jsHetiy@unfoncorrugatirSg,cam
7echntcal'Representative
Mcifess/Plione/Email
Quality Assurance Representative-
Address/Phone/Email'
'Category; Structural Components.'
iSuhcategory- Roof Deck,
Compliance Method Evaluation Report from a Florida Registered' Architect or a LlcenseOlorida
Professidnal Engineer'
Florida Engineee or.ArchitectNan.f ,who devil
the. Evaluation, Report,
Florida' License
Quality Assurance Entity
Queillty'.Assurance Contract Expiration Date.
Valldated ,By
Certificate of Independence''
Referenced Siandard.and Year (tif Standard)
Equivalence of Produ&Standards
Certified,By
,Sections from, the Code
Evaluation Report - Hardcopy Received
1ped Bala Sockalingam
PE-'62240
1.
Keystone 'Certlfications,- Inc. .
;09%07/2027-
yoosef Lavi, P.E.
Validation Che.ckllst.- Hardcopy Received
FI9555 A4 'COl -Certificatelndenendence.odf.
Standard Year.
ASTM E1592 :2005
FM 4470 2012
,'
v0ROQkZA5RE8EOgziUdl7nluFlu2jC ° 113:
.� .Py
11/212016,
h ttps://Wmflo iida b Wild
Product Approval Method
;Date, Submitted
-Date; Validated
Date Pending FBC Approval,
-.Date•AppMyedi
Florida 13dildirid Codei Online
Methidd'i'Optibn D
0 Si23/2017:
0 __28/10i7 ?/ ,
09/0q/2017
32/12/2017
Moak,. Numtie
or, Name:.
bescrip6on!
9555.1
51i Panel;
.29 ga.,24" . !w1dej , fhrp6g , Wirastened panel over wood- supports'
Limits of'usei
Instaliationlinstiructi . on I s
Approved for wie.ln HVHZ, No.
AAAp6eoVed for use outside HVHZ. Yes
l,nResistant: N/A,
. Dig. Pressurq;. +N/A/!770.25,
;FL9555 R4 11'EvaluatidnRe ftC2MLI,*odf1
Verified'By: Balarn -SockalingaPE 62240
Created by._Independent Third Party: Yes
Evaluation Repo
M&TIUM11 a dWjQ.,?Spsf qsqpport
spacing of.24* d.c.,
FL9555' R4 AC FT16,10ohleportC217 toff
Created by1nd6pendepit Third Party: Yes'
I n
I Ifisterk b Panel'
26-ga -36'".wide, through fastened panel over steel supports
Limits of'UseInstructions
Instillation,555
Approved for use I IH�Wk, No
.R4 Waluati WeIidrtC217Z_2
Approved for . e-outside HVHV Yips,
Verified By:, Bala Sockallngam PE62240
In pak&RIEsEtant, N/A.
Created by Independent -Third 114rtyt Yeg
-VWig-n Prpi;sure:+N/AP47.1
p @..supp
Othew:,Upllftjoad_of47.2' psf ort
'ce
q acing of60" o:.
Evaluation Oeporiis
FL9555 R4 AE'EV6[uaEl6riRenoifC2i'�2-"2112a
Created by'lndepenoent,Thlrd Party: Yes'
Master-Wb Panel
I
29-gaL, 3_6.!' wide, through
hrough fastened panel' over, steel supports„
'installation instructions
Approved for use Infor-HVHZ: No
-outside
1`1_95551_ R4 IF 6a1
'Approved f�use HVHZ.: Yes
Verified By: -Bala Sock6lingam RE §2240
Resistant:
lmpa�ct btarit., N/A;
Created by Indep dent7hlrd Party: Yes'
en
Design Piressur6: +27.1/-37.7
Repdft
Other: Design load 6f,27.1 & -37:7 psf at
wpporE.§p acing, of
-Evaluation
FL9555 R4 'AEL:EyaivatllohReoo=172 3.odf:
48" Q`.c.
Created by Independent Third Party: Yes -
955S.4-
MasterRlb 0and.,
2through fisteriiidpanel over woad supports'
.9 da'., 36V wide,
Limits of ds'6,
Installation Instructions;
'Approved for use in HVHZ: No
Approved for use otitsWe' "V_H4:,Y_es,
R9555 k4 -.11 E%iaIuationReyoftCZ172 4.od
Verified By: Bala So6kalingam.PE 62240'-
stant: N/A
Impact Resistant:
treated byIndependent Third Party: Yes
Design Pressure: +27.1/r36.2
Evaluation Reports
Other: Design load'of 27.1 & -36.2 psf at
upport. spacing of
FL9555! R4 AE EvaluatlonReportC21 2 4.odf
48" oec.
I
'Created by Indepiandent7hird Party` Yes
5
Mastei[110 Panel
29'ga., IV wide, through fastened' panel. overnom. V x 41"
wood supports
Limits ofUsei
installation_ Instructions -
,Approved fdf Use in HVHZ; No
FL9555 R4' JT- ]Eva 1wtIonRer)6rtC2172- 5,j)4.
Approved for use outside HVHZ; Yes
Verified By:. Baia Sock6finga.m'PE 622401
ImpalFIt Rdsistant,:, N/X
Created by Independent Third Party: Yes
Design Pressure: +N/A/-i38.9
Evaluation Reports
Other: UpliftJobd of 138-.9, psf @ support;
spacing of -24" o'c.
V.
FL9555 -- SAE' E Iija6onReoortQ1172 'Sod
Created by Independent Third Party: Yes
9555.6
'PBR Panel
I
M In."26 ga., .36" wide, through fa . stened roof.piane! over. - open.
steel supports'
,Limits of Use.
Installation
on Instructions,
!Approved for use, in. , HVHZ:'No
FL9555 R4, TT, tvaItja06neoortU1jQ - 9.pdf-
Approved for use outside HVHZ: Yes
"'Verified By: -.Bala Sockalingam PE,62240
Impact Resistant; N/A.
Created by IndependentThlrd Party: Yes
Design Pressure: +96/-163.
Evaluation Reports'
'0 De sign loads of 96 &,-i63 psf at
20",o.c.
support spacing of
FL9555 R4 Ar:' EvaluatlonReportC2172 6.pdf
Created by.Independent Third ParLy: Yes
coritaEtt-ul...;
The Matp of Florida Is an AA/EEO employer.Qqoy
Under Florida vy,-&naladdresses are Outillc qp6irds,
il III Blair Stone Rba&TbIIahaS5ee'FL M0 Phone: 850-487-I824
ght 17-20X3 Stago of Floes- a.:, Privacy Statement In Accessibility Statement::, Refund Staterrien
iryoii do hot waintyatif L-mall address released In response th a public-records.request, donot sendelectronic
ng.org/oyipi_appj(l.-aSppp_qram--wGEVXQwt"
t-V-OROQkZA-5RE6Et)qziUd.17ptuFlu2jp5s%.3d,
13
112/21118 Florida Biildirlg Codebnfine
mall to;thls entity: Instead, contact the ohkc by, hone or by traditional mall. IF,you have any questlons, please centact850.4ff7.i395. •PuiBuant to SeWen
;455.275(1),. Florida Statutes; effectiveer Octob1;'2112, licensees licensed under Chapter 45% F.S. mustprovide the Department with an ema0 address if they have
ode. The'emails provided maybe used for official communiotlan with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide Ihe'Department with an email address which can be made available to.the public To determine if you are a Ilaensee under Chapter455,•F.S.,
please cltdt, re
. product APprovat Accep I=, . .
rJ•®;
Safe
firips://www.floridabuilding.org/pr/pr_app till.aspx?param=wOEVXQwfb'qtvbROQkZA6k.EgEOq;iudl7nlbFlu2jC5s%o3d 313
EVAL"TION.REPOR.Y
OF
,UNION' CO i"WATING:
COMPANY
�26:GA. ASTERRIR.PANEL" .
OVER
STEEL SUPPORTS
FLORXI)A 'DOW)
G COOE 6TH EDITION �(2017),
FLORIDA,
-. RODUCT APPROVAL .
k 9555.2. R4
STRUCTbRAC
COMPONENTS .
OUFFDECK ..
Prepared For:
Union ,Corrugating Company .
761 Si I�g t.. .
Fayetkeville, NC 29361'
Teleph. ne::.(910).483-04,79'
Fax: (910) 4834091
P t epared,By
:Bala.Soc_ aIiutgam,;Ph.D.,P,E.,
Florida: Professional, Engineer #62240
1216 .N L.ansing Ave:, .Suite 'C
Tula, .OK • 14106
Telephone: ,(918) 498-5992:
FA;K: (866):3664543
'This r?.port consists. of
Evaluation Report_(3-Pages including cover),
InstallaZu Details (I Page),
Load Sp-n Table:(1:Page).0,6
v®�aKALIiV e8�96
0'�
Report No: ,C2172-2 .
Pat 8.20.2017
m �� ; '• �c : Lu
Cr ..� . .
••`S
s.lf`r O`�.•Lay.•
FL 9555.2=R4
- C21.72-2
8.20.2017
Page 2 of.3,.
Manufacturer:
Union. Corrug -ting Company
Product Name:
MasterRib Panl el .
Panel Description:
36" wide,.covetage with 3/4" high r bs•at.9" o.c.
Materials
Minimum 26 ga; 80`;ksi stedIA'alva1.nized coated steel (ASTM A653),
or Galualume I coated steel, (AST(" A792) or ;painted. sie6t fASTM
A755),
S,u" "ort Descri tion:.
PA...:. -.P .
Min` 16; a 50 ksi "steel: (Must.be'd'esigned, by' others)
g
Slope:
U2:12 or -great r-imaccordarice with-FBC 2011 Section 1507.4.2
D'esi n `U 'lift Pressure:
..g. , . ..
47.2 . m:imum su ort s p acin of;60" o:c.
1? Pp :. P g
,p ...
(Factor of Safety = 2).
Support:Attachment:
#12 14 ac 1" ,lon self.. -:drilling -screws with washers
At endsupports;
@ 3 5" 5 5" 3." o c across panel width.
At intermediate supports
.@ 9".0:6. acros panel width,
Sidelap ,Attachment:
1/4"=14 x VV to I g,SDS with washer @ ;30"' o:c.
Teststandards:;
Roofassembly,
tested ins- accordance with ASTM E1592-01 `Test
Method for.:Str, -ctural
Performance of. -Sheet Metal, Roof and, Siding
Systems by Un form `Static' Air ,Pressure Difference'. -arid FM :4470.
Section5.5 `Re istanceto. F60VTraffic'.'
Test. Equivalency:
The. test ,prbced re.;in ASTM, E1592-01- coripl'y with test procedure
prescribed in A TM E1592-05(2912).
The, test procedure, in, .FM .4470 .(1992). comply -with test procedure
;prescribed in FM 4470' (2012):
Code Compliance:
The ;product;desc gibed, herein, has demonstrated compliance with FBC
.2017 Section 15
7.4.
Produc(urnitaiions
'Design wind, loa
_s shall::be determined for each project'in accordance
with. FBC 2017
(Section '1609 or ASCE 7-10: using allowable stress
design.. The ,maximum
support. spacing listed herein shall, ,not..be
exceeded... The design
uplift" pressure. for reduced support spacing .may, .
be computed using
rational analysis prepared by a Florida Professional.
Engineer or based
on. Union.Corrugating. load span'table: This product
is not approved
lfor use �in-the High Velocity Hurricane- Zone.. Fire
classification is
of within scope'of this'.Evaluation Report Refer to
FBC 2017 Section 1505 and. current .approved '.roofing rnaterials
directory for fire ratings ofthis product.
IC'
PANEL FASTENER .. SEE PANEL-SIDELAP.SIDEUIP FASTENER
. D 9 O.C.DETMLO 30 0 C
INTERIOR. SUP.POR75 �". `
-9OC , MASfERH
MINA6:CA. STEEL..'
'(DESIGNEO.BY'OTHERS) .. .
.. .PANEL FASDEHER'O. _SIDEIAP FASTENER - g
35. 30'6.0 (9!
. II PANEL: -
ENE) SUPPORTS :. r I ;
MIH 16.f1 STEEL •. � - - � -
' �(OFSICNWEIY l]THER$) o' .
TYPICAL: PANEL. INSTALLATION, �X-SECTION, m
YI Rtl' Y
MASfERRIB -PANEL FASTENER ��SIDELAP FASTENER PAN0.NER :FASTEO V In O
PANEL- O 97-O.C. O 30 C O..
Q n�
-I V
MW 16 G6 STEEL' - - _ _ _ . _ - _ _. _ (SE WAD SPAN TABLE FOR.
TARO LE LOADS Ma SPANS)
. (OESIONEO BY OIHEILS): ,
SECTION VIEW ,$�3
GENERAL NOTES =;
T ROOF PANEL HAS BEEN- DESIGNED IN ACCORDANCE WITH THE FLORIDA yy g
SIDELAP FPSTLTJER• . MASTERRI9; BUILDING CODE (FEIC):
1/a'-tA: SDS .IYITH PANEL, 2. ROOF PANELS SHALL BE 26 CA: (t - 00177-'EFFECNVE COVERING WUTH 9 F
WASHER O 3D' O.C. - _ .PANEL FASTENER. '.OF PANEL'- 36' -
II12-14 R I 'LONG 3. ROOF PANELS'SWBL BE INSTALLED, OVER STRUCTURE AS ;FP CIFIED'ON THIS
IDS WITH WASHER-" DRAWING.
4.'REOUIRED DESIGN WIND LOADS. SHAD, BE DETERMINED FOR EACH PROJECT:
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED' DESIGN
_ - ;WIND LOADS ARE; GREATER THRN.THE ALLOWABLE. DESIGN LOADS. "
S. ALL FASTENERS' MUST BE IN ACCORDANCE WITH THIS DRAWING h THE F ORIDA
MIN 16 CA: �STEEI OUILOING-CODE. IF A DIFFERENCE OCCURS BETWEEN'TKE MINIMUM
(DESIGNED BY BOTHERS) REQUIREMENTS OF 111T5 DRAWING. ✓Y THE .CODE, THE CODE SHUT CONTROL
DIED
PANEL SIDELAP s` REQURED TS FOR EACH APPUCATION ANO ARE THEST BE DESIGNED JO WITHSTAND IRESPONSI6071T OQF OTHERS.
7.'PANELS MAY SPAN,BERYEEN FAVE TO RIOOE SUPPORTS OR RAKE TO: RAKE
. 'SUPPORTS. T ` _
- . . sin w
UNIQN; CORRUGATING COMPANY
MasterRib Roof.Panel
3.6" wide, 26, ga .'(inin.) Steel ParieP over Steel Supports ' .
Span
Condition
Loading
TYPe,Support
_.
,Allowablel:oad'(psf)
Spacing (ft)
2.00,
2.50
3.60,
3:50
4A0; ,
_ 4.50
'5.06
Two Span
Upli&
' 138 3
l I8 5
103 7.
83 0'
'69.2
50.3:
51.9-
46.1
3 -
Three Spap ..
Uplifi,
,1.57 2
134.7.'
1179
94.3
18.6
67:4
58.9-
52:4
47`2
Four•or More;
:Spans _
`- Uplift
15'1-.3
129 6,
113:4
_` 90.8� .
'75,6
•64 8,
56,7 .
50.4
—
44..1
-
Notes•
l . ,Allowable. load for each condition is'the smaller load calculated $ased.on.#astener :capacity, panel strength and
and deflection Icmlt of I/180 Allowable lgads a. a calculated for minimum 26 ga panel
2. Themind load is taken' as 0:7, tithes the"compo eht and cladding" loads.for the purpose of determining,deflection_limit.
3 The panel altowable:propertids are determined om full scale ASTM E1592 tests at 5' 0" _span,
4 The panel fasteners are.#12,14 x 1" loggselfdri ling"'screws with: Washers,. Fastener spacing, across panel width
is 9:0" o.c. in the interior supports and 3:5" 5':5" I13 5" o c. at panel ends. .
5. ,Sidelap heeners'are .1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c:
6:, Sfeelaupporis are -minimum 16 ga: All supports must bg designed to.resisi all loads•iinposed onr the panel,
7. The paciels inay span from eave to ridge or;reke t ' rake:
8. Fanels :must be installed -as EvaluationRepor FL 4555.2 and Union, currentinstallation procedure.
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4c6vCALIN ®en
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F � .• � �?tea,
1216 N-Lansing Ave, Suite'C Bala S.ockalingam, PhD P.E. .
Tulsa, OK 74106 r •} ° a •' PE 62240:
918A92 5991 -4. r2•. a. 2cx t�