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Product Aoomyai NenU Pmdua or l Wlicatlon Search>Acoli=ion Ust>-Application Detail -
FL14645=R2
.:.`Application Type Revision
Code Version' 2014 "
I
Application Status Approved -
°Co ments
Arc ived
Product Manufacturer Metal Sales Manufacturing Corporation'
.Address/Phone/Erriail 545 South 3rd Street,Suite 200
Louisville,KY 40202
(812)218-7342:
dk6rmer@metalsales.us.com
Authorized Signature David.Stermer
dstertner@metaisales.us.com
Technical Representative
Address/Phone/Email
Qu l lity-Assurance Representative
- Add cess/Phone/Email
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Catlegory Roofing ..
Sutuategory..' Metal Roofing
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Compliance Method: Evaluation Report from a Florida Registered Architect or_'a Licensed
Florida Professional Engineer
IJ Evaluation Report-:Hardcopy Recelved I'
t
Florida Engineer or Architect Name who developed Bala Sockalingam;
the Evaluation.Report A.
Honda License PE-62240 4.
Quality Assurance Entity Keystone Certifications,Inc.
Quality.AwUrance Contract:Expiration Date 12/31/2020. -
Va idated By: Yoosef Lavi,P.E.
L Che - b d
�� Validation dd15t.Hardcopy Receive
Certificate of independence FL14645 R2.COI CertificateIndeoendence.DdF:
Referenced Standard-'and Year(of Standard), Standard: Year.
FM 4470 : 1942':
TAS:125.. 2003..
UL:1897 1998 j
UL:1897 - 2004
UL 580 . 1994 :
UL 580 _-- 2006 :
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
-- FL14645-R2 Equiv TestEauivalentC2010 UL.odf
Sections from the Code -
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Prouct Approval Method:.' Method 1 Option,D
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Date Submitted 03/31/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
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Date Approved 06/23/2015
Su mary of Products
FL# Model,Number or Name Description
1 645._1 2.5"Corrugated Min.26 ga.,2133"wide coverage through fastened roof
panel over min 19/32"thick plywood deck. '
..
Limits of Use Installation Instructions
Approved'for use in,HVHZ:No •" FL14645.R2 II' EvaluationReoortC2010'1.Dd
Approvedf
for use outside HVHZ:Yes' Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-86.0:; Evaluation Reports .
Other:Uplift load:of 82.3 psf at fastener spacing of 36"o.c.. FL14645•R2 AE EvaluationReoortC2010:1.odf
and 86.0 sf.atfiAener s acin of 12"o.c.-' Created b' Independent Third Pa
P P 9 y P Party:Yes'::
:
18645.2 5V-Crimp Min.26 ga.,24 wide through'fastened roof panel over min.
19/32"thick plywood'deck with fasteners through panel fiat.
Limits of Use InstallatiodInstructions '
Approved for use in HVHZd No 171-14645-111:11 EvaluationReportC2010 2:adf
Approved for use outside HVHZ:Yes:. Verified By:Bala Sockaiingam PE 62240
Iinpact Resistant:N/A: Created by Independent Third Party:Yes
Oeslgn Pressure:+N/A/-149.6 . • Evaivation Reports
Other:.Uplift load`of 84.5 psf at fastener spacing of 24" .•.FL14645.R2`AE Evalu6tionReportC2010.2.odf .I
o e:,131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party:Yes:':- E
a fastener spacing of 12"o.c. ` = C
14645.3 :.:' SV-Crimp Min.26 ga.,24 wide:through fastened roof panel over mina
1.9%32"-thick plywood deck with fasteners through panel rib.
Limits of Use" Installation Instructions
Approved for use in HVHZ:No FL14645.R2:11 Evaluation eportC2010 3:odf
Approved.for use outside HVHZ:.Yes:' Verified'By:Bala Sockalingam PE 62240
Impact Resistant:N/A': Created by Independent Third Party:Yes
'esi n Pressure-+N/At-196.75 o e '
D g rensEvaluation Reports:
Other:Uplift load.of 41.6 psf at fastener spacing of 36" FL14645 R2 AE Evaluation ReportC2010 3.odf I..
o'c:,74.8 psf.at fastener spacing of 16"o.c.'and 196.75 psf Created by Independent.Third Party:Yes -
at fastener spacing of 8"o.c..
1:
14645.4 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over mina
175/32'-thick plywood deck or 7/16"thick OSB with fasteners
through panel:rib. �:
Limits of Use Instal lation Instructions
Approved for use In HVHZ:No FL14645 R2 11 EvaluationReportC2010 4x8
Approved.for use outside HVHZ:Yes. Verified By:Bala Sockalingam.PE 62240
Impact Resistant:N/A:: Created by Independent Third Party:Yes
Design Pressure:+N/A/-172.5. Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c.. FL14645 R2 AE EvaluatlonReportC2610 4:odf -:
and:172.5 psf at fastener spacing of 6"o.c Created by Independent Third Party:Yes:s.
::
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14645.5 Aluminum Classic Rib Nom.:0.032"thick,36"wide,aluminum through fastened f
m. p or
roof panel over m' :15/32"thick plywood deck :7/16"
q.
thick OSB. is'
Limits of Use. Installation Instructions �:
Approved,for use in HVHZ No FL14645 R2 II EvaluationReportC2010 5.Ddf
Approved for use outside HVHZ:Yes ' Verified By:Bala Sockaiingam.PE 62240
Impact Resistant:N/A. Created by Independent Third Party:Yes
Design Pressure:+N/A/-120 . ; Evaluation Reports .
Other.Uplift load, 30 psf at fastener spacing of 36"o.c: FL14645 R2'AE EvaluationReportC2010 5.odf ;
and.120 psf at fastener spacing,of 6"o.c. Createdby Independent Third Party:Yes:.: j
14645.6 . Aluminum Verficai Seam Nom.0.032"thick,16".wide,aluminum standing seam roof
i I deck thick.
.OSB over min.15/32"thick plywood d k or 7/16"
Limits of Use : Installation Instructions
j►PP
' roved for use in HVHZ:No , " 171-14645 R2'II EvaluationReportC2010 6:odf
llpproved for use outside HVHZ:Yes Verified By:Bata Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
i..
_. __ ; _..
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Design Pressure:,+N/A/-97.05 Evaluation Reports
O her:Uplift load: Ev
of 41.55 psf at clip spacing of 36"o.c.; . FL14645 R2=AE aluationReportC2010 6.odf
71Jo'psf at clip.spacing of 12"_o.c.and 97.05 psf at clip Created by Independent Third Party:Yes:
spacing of 12"o.c.,with sidelap adhesive..
14645.7 . Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing`seam roo
panel over ntim19/32".thick.plywood deck.:
Lirtits of use. : Installation instructions
Approved for use in HVHZ:No FL14645 112 IT E4uatio6ReoortC2010 7:odf
Approved for use outside HVHZ:Yes Verified.By:Bala Sockalingam PE 62240
impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/AJ-162.0 Evaluation Reports'
Oilier:Uplift load of 41.55 psf-at clip spacing of 36"'o.c., K14645 R2-AE EvaluationReoortC2010.7.6df
10D2 psf at clip spacing of 12"o.-c.and 162.0 psf at clip- Created by Independent Third Party:Yes:
spacing of 12"o.c.with support strap.
14645.8 :.: Classic Rib.. :.: Min.26 ga.,36"wide:through fastened roof panel over min.
19/32"thick plywood deck. 3
Limits of Use Installation'Instructions':
Approved foruse in HVHZ:No FL14645 R2 Ti EyaluationReportC2010 8;odf I
Approved for use outside HVHZ:Yes Verified By:Bala So&alingam PE.62240
f
Impact Resistant:N/A: Created by Independent Third'Party:Yes
Design Pressure:+N/A/-133.9 . Evaluation Reports
Other:Uplift•load 6f.74.8 psf at fastener spacing of 36" FL14645.R2 AE EvaluationReoortC2010 8:)d
o.c.;92.3 psf it fastener spacing:of 24"o.c.and 133.9 psf at Createb by Independent Third Party:Yes:':
fastener spacing'of 18"o.c.
1 5.9 Classic Rlb- :.: Min.29 ga.,36"wlde;through fastened roof panel.over min.
7/16"thick OSB deck
Limits of Use Installation Instructions 1
Approved for use in HVHZ:No FL14645'R2::II Evaluat1onReoortC2010 9:adf
Approved for use outside HVHZ:Yes:.' Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A; Created by Independent Third Party:Yes
Design Pressure:+N/A/-135.0 Evaluation Reports'
Other:Uplift.load.of 45 psf at fastener spacing:of 24"o.c. .. FL14645 R2 AE EvaluationReoortC2010 9:odf
and 135 psf at fastener spacing of 6"-o.c. - Created by Independent-Third Party:Yes.
14645:10: Classic Rib Min.29 ga.,36"wide through fastened roof panel:over mfn.
15/32"thick plywood',deck. f
-- Omits of Use ..; Installation.Instructions.: �
Approved for use in HVHZ:No- FL14645 R2-II EvaluationReooitC2010 10.odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party;Yes
Design Pressure:+N/A/7138.5 Evaluation'Reports .
Other:Uplift load of.68.4 psf at fastener spacing of 24"o.c. FL14645 R2 AE•EvaluationlleoortC2010 10.pdf::
and 138.5 psf at fastener spacing of 12"o.c. I.Created by Independent Third Party:Yes I.
-41
14645.11 Image II, Min.26 ga.,16"wide concealed fastened roof anel over
min..15/32" .thick plywood deck or 7/16"thick OSB- -
Limits of Use Installation Instructions
Approved for use in HVHZ:Nom FL14645 R2.II EvaluationRegortC2010 ll:odf
Approved for use outside HVHZ:Yes Verified.By,Gala SockalingarTt PE 62240':
-Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-86.55 . Evaluation,Reports.
Other:Uplift load of 20.75 psf at faste
J.'.
ner spacing of 24" FL14645 R2 AE EJaluationReoorEC2010 11:odf
_. _.
,63.50 psf at fastener spacing of 6 o.c.and 86.55 psf at Created by Independent Third Party:Yes
q. fastener spacing of 6"o.c.with sidelap adhesive.
F
Min.26 ga.,36"wide through fastened roof panel over PBR-Panel or R-Panel
min.
ick plywood j
1513r.thick :deck
Limits of Use Installation Instructions
Approved for use:in HVHZ:NO: FL14645•R2 iI EvaluatlonReoortC2010 12:odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
:*pact Resistant:N/A Created by Independent.Third Party:Yes.:
esign Pressure:+N/A/7131.0 Evaluation Reports. : i .
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R2 AE.EvaluationReportC2010 12.pdf:
and 131.O.psf at fastener spacing of 6"o:c. Created by Independent Third Party:Yes
14645.13 Pro-Panel II Min.29 ga.,-36"wide through fastened roof panel over min.
._ a , :: 15/32"thick plywood deck..: E
Limits of use Installation Instructions
(Approved for use in HVHL•No EU4645 R2 tt EvaluationReoortC2010 13:odf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalln am PE 62240
Impact Resistant:N/A Created by Independent.Third Party:Yes: 11
Design Pressure:+N/A/71.5 = Evaluation Reports
Other:Uplift load of 41.6 psf at fastenerspadng of 24";o.c. FL14645-R2 AE Eva luatlonReoortC2016-13.odf
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes '
j
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" Contact tis:(2601 Blair Stone Road,Tallaha«FL 32399 Phone:850-487-1824
'The State of Florida Is an A4/ffO employer.Cnovriaht 2007-2013 State of Florida.::Privacy statement::Accessibility Statement:::Refund Statement:-
.. .Under Florida law,email addresses are public records.If you do not want your e-ma0 address released in response to a public-records request,do not send electronic
mai tothis entity.Instead,contact the office by phone or by traditional mail.If you have any questions,.please contact 850.487.1395.'Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012°licensees licensed under Chapter 455 F.S,must provide the Department with an email address if.they have one.The,
emalls provided may ba used for official communication with the licensee_However email addresses are public record.if you do not wish to supply a personal tufdress,
.. .. .. Pic ase provide the Department with an email address which can be made available to.the pudic.To determine if you are a license@ under Chapter455,F.S.,please' ..
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Product Approval AcmpW
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EVALUATI
ON REPORT OF . .:
METAL SALES MANUFACTURING CORPORATION
°26 G I ANEL'
..
. :. .A.5V-C,R MP P
FLORIDA.BUILDINGCODE 5T" EDITION(2014) . :.
FLORIDA PRODUCT APPROVAL:
FL 14645:4=112
ROOFING
METAL ROOFING
Prepared:For:
Metal Sales Manufacturing Corporation
545:South:30:Street,Suite 200.
Louisville,KY 40202
Telephone: (502)8554300
Faz: (502)8554290
Prepared By:::
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer:#62240.
1216 N Lansing Ave.,.Suite C
Tulsa,OK 74106
Telephone: (9 8)492=5992
FAX: ,(918)493-3568
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This report consists of
Evaluation Report(3 Pages including cover)
�1
Il/f
Installation Details(1 Page)
v
GK
' GEN
•` � SFS:'9:��p.
.. : :'No 62240 J r
Report No. C20104 STATE. OF :IIJJ
k,
Date:3.27.15 �'•�'�` ••, p?:��=e` ..
fie SS, O
mm
3.30,2-ot5
1
FL 4.645..4-1t2
C2610-4
- 3.27.15
Page 2 of
Manufacturer Metal Sales Manufacturing Corporation
Product Nam W-Crimp.
Panel_Description: 24"wide coverage with(5) 1/2".high ribs
Materials: Min. 26 ga., 50 ksi steel.-Galvanized:coated steel(ASTM. A653).or.
Galvalume coated steel(ASTM A792)or painted steel(ASTM A755).
DeckDescription: Min. 7/16" thick_OSB or min. 15/32".thick plywood at max span of .`
24" for new and.existing:constructions:: Desigaed_and installed as per
FBC 2014:
Deck Attachment: . : ::8d x 2:5":long ring shank nails.or#S x 2" long:woo:d screws:@ 6" o:c.
(Minimum) in the plywood field and edges .
Underlayment
Minimum underlayment as per FBC 2014 Seetion.1507A.5.1qw
.
Slope: 1/2:12 or greater in accordance with.FBC 201.4'Section.1507.4.2. .
Design Uplift-Pressure: : .30.0 psf @ fastener spacing of 36" o:e.
.. (Factor of Safety=2). 172.5 psf @ fastener spacing of 6"o.c-.
Fastener-Pattern:
Type: 49-16 or:#10-14 hex head wood screws:with scaled washer.:Fastener
shall:be of sufficient.length to penetrafe'through the deck*a'*
minimum
of 3/8"and installed as per Metal Sales current.installation procedure.
L :
At panel ends:: @ 6"o.c.:across panel width
At intermediate @ 12"o.c. across panel width
Test Standards: Roof-assembly tested in accordance with UL5.80-06 `Uplift Resistance a
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'. :.
Code Compliance: The product described herein:has demonstrated compliance:with FBC
2014:Section 1507:4
Product Limitations: .:.Design wind loads.shall be determined for each project in accordance...°
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
. design. The maximum:fastener spacing listed herein.:shall not be
exceeded. This evaluation report:is not applicable.in:High Velocity
. Hurricane Zone. Fire classification. is not within scope of this'
Evaluation Report: Refer to FBC. 2014 Section 1505 and current
approved roofing materials directory or ASTM E-108/JL790-report
from an accredited laboratory for fire ratings of this product.
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14645.4-R'27. FL 4645.4-R_?
C2010-4
3.27.15:.9
Page 3 of 3 .
SupportingDocuments: UL580&;1897 TestReports
PRI Construction Materials Technologies
MSMC-017=02=01;Rcportiri Date 9%20/13
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SV-CRIMP":: .. 0 .. .. _ '". »ice
:.PAN ." -
.. YERUP .. .
_
FASTENER AT PANEL FLAT. I
SEE"DETAIL.2 SEE DETAIL 1 REOUIRED FOR PANEL s
"r: -
41
s .
77
k 11
. MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE
8d'a.25'LONG RING SHANK NAIL .PRSSURE TABLE:ON THIS SHEET0.
UNDERLRMENT SHALL BE INSTALLED OR 18 is 2'LONG WOOD SCREWS
AS PER:MANUFACTURER'S INSTALLATION .SPACED 0 6'O.C.IN THE FIELD .. ..
.. :GUIDELINES
.::.@ AT EDGES 9
:.:
: MIN. 2X-WOOD RAFTER/JOIST/:.:. .
. .. .. _ .. .. TRUSS AT MAX 24'O.C. .. .. '.
TYPICAL PANEL INSTALLATION X-SECTION $
�o
>HO
WU I OR.+,a-14 w000scaLws DESIGN:'UPUFf PRESSURE t i
-SELF SEAUND WASHER AT _ .. .
.: LAk WU SPACING OF 36'O.G_ .. .. .. .. .. FAAS�� PF.-SSURE n �
ss
..:. .. 0�
5V-CRIMP 36 30.0
- a �
.. .. .. .. :MW 28 C0. ..
.. ...
:. :. ..
- - ..:fi "1725:.
�6L!ffiIE'a. � 1�
.. .. i.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED W ACCORDANCE YJTH THE _ _ �
. ... UNOERLAYMENf :" I
FLORIDA BUILLDIHSHALL BE LMC) a-
. -OSB 7/16'THICK.(MIN.)OR � �2.ROOFPAN .26 G4(L=0.0157.EFFECTIVE COYERLYG s --
. .... AI 1 "" PLYWOOD 15/32':THICK(LUN.) WIDTH OF PANEL-24. .... m }'••
.. . -. .. - .. - ECR6 m oN PANELS
DRAWING INSTALLED OVER SHEATHING&STRUCTURE As_-I_. I . Ix!
Y
4.REQUIRED DESIGN WIND LOADS SHALL BE DETERWNED FOR EACH PROJECT. THE
)8-16 OR�ta-14 WOODSCREWS - PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REOUIRED-DESIGN WIND LOADS- �-
MIIM SELF
=WAS ARE'GREAIER THAN THE DESIGN UPLIFT PRESSURES SPECtF1ED ON THE DRAWING, '.
MAXIMUM SPACING OF 36'O.G 5.ALL FASTENERS LUST BE IN ACCORDANCE WITH:THS DRAWING&TWE FLORIDA:-
.. BURDWG CODE IF A DaFERENCE OCCURS UTWEEN THE MNWLM,
. ... ... ... _ BBB
.. .. .. ..
.:. '. .. '. ..:. 5V-CRIMP.:.
REOUIREMENTS OF.THIS DRAWING&THE CODE,THE CODE SHALL
CONTROL
.. 6.RAf1ERS/JD6T5/iHUSSES MUST BE.DESIGNED TO WIDtSUND WIND LOADS AS
MIN 26 GA; REW82. FOR H APPLIGIPON AWARE THE RESPONSIBILITY OF OTHERS. .
.
.. .. .. T OSB 7/16'"THRCK"1-1 OR. :. .. .. .. .. 2010=4 "
IE 1 AIL 2 PLYWOOD 15/327 DGCK.(MIN.) - w
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