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FL14645-R4
FLS
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived ._.
Adored Manufacturer Metal Sales rd Street Suite
CArporatior♦ FILE C®
AddresslPhorwe/Email 545 South 3rd Street,Suite 200 ��
Louisvgle,KY 40202
(502)655-4300
ds[enner@metaisaies.us.com
Authorized Signature David Stemier
dscermaComefalsaks.us rum
Technical Representative
Address/Phone/Email
Quality Assurance Representative
AddresslPhone/Email
I
Category Fnofing r.:
SubrategoN i,:,1'-Aetal_Roofing _$
Compliance Method Evaluation Report from a Florida Registered Architect Ora Licensed Florida Professional Engineer
f: Evaluation Report-Hankopy Received
Florida Engineer or Architect Name who developed the Evaluation Report Bala Sockafingam
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Data 12/27/2026
Validated By Yansef Lavi,P.E.
a Validation Checklist-Hardoopy Received
Certificate of Independence Fl_t4645 R4 Lb[Cerhfiotelndeprn erxw.adf
Referenced Standard and Year(of Standard) Standard Year
.FM 4470 2016
TAS 125 2003
UL 1897 2012
UL580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 30/117/2020
Date Validated 10/08M20
Date Pending FBC Approval 10/23/2020
Date Approved IVIS/2020
Summary of Products
FL• Model,Number or Name Description
146451 2.51 Corrugated Min.26 ga.,21.331 de coverage through fastened roof panel over min.19/321 thick plywood
deck
Limits Of Use Installation Insbr ctiama
Approved for use in HVHZt No FL14645 R4 11 EvaluationiteoortQ397 1.ndf
Approved for use outside HVH&Yes Verified By:Bala Sockafingam 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 366 o.c and 86.0 psf at fastener spacing of Fl 14645 R4 AE E$al uationReoDrtL'197 1 rnIF
12'o.e Created by Independent Third Party:Yes
14645.2 5V-Crimp Min.26 ga.,24 wide through fastened roof panel over min.19/32'thick plywood deck with
fasteners through panel flat
Limits of Use Installation Instra.fims I
Approved for use in HVH7_No Fl 74645 pa IT hat tionReaorbr2397 2I ndf
Approved for use outside HVHZ:Yes Verified By:Bala Sorkaiingam PE 62240
Impact Resistant N/A Created by Independent Third Party:Yes
Design PressuMa+N/A/-149.6 Evaluation Reports
Other.Uplift load or B4.S psf atfastener spacing of 24"o.c,13L3 psf at fastener! of 181 Fl t4645 R4 AEEvaluationReoortC2397 2 odf
o. and 149.6 poi at fastener spacing of 121 o.c Created by Independent Third Party:Yes
14645.3 SV-Crimp Min.26 ga.,24'wide through fastened roof panel Over min 19/32"thick plywood deck with
fasteners through panel rib.
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Installation Instructions i
ApprovedLim forts of for use in HVHZ.No R 14645 R4 II Eval6ationReoort(2397 3 odf
Approved for use outside HVHZ:Yes Venfied By:Bala Sockalingam PE 62240 i
Impact Resistant WA Created by Indepe-Third Party:Yes
Design.Pressure:+N/A/-196.75 Evaluotion Reports I. I
Other.Uplift load of 41.6 psf at fastener spacing of 36"o.c.,74.8 psf at fastener spacing of 16' F114645 R4 AE Ew katlonReoortQ397 3,6
o.n and 196.75 psf at fastener spacing of 8'O.c. Created by Independent Third Party:Yes
14645.4 SV-Comp Min.26 ga.,24'wide�through fastened roof panel over min.15132'thick plywood deck or 7/16"
duck QSB with fasteners through panel rib.
se Installation Instruttlons
Limits of U
li E
Approved for use in HVHZ Na FL74645 R4 valuaUon ReoartQ397 4,�r
Approved for use outside HVHZ:Yes Verified By:Bala Soc alTngam PE 62240
Impact Resistant N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-172.5 Evaluation Reports _I
Other:Uplift load of 30.0 psf atfastener spacing of 36"o.c and 1725 psf atfastsner spacing of FL14645 R4 AE EvaluaUnnReoortC2397 4ndf
6"o c Created by IndependentThtrd Party:Yes
146455 Aluminum Vertical Seam Nom.0.032"thick,16.wide,aluminum startling seam roof panel over min.15/32"thick plywood
deck or 7/16"thick OSS,
Limits of Use Illation Instra6dons i
Approved for use In HVHZ:No FlI4645 R4 R EvatuatiweRe
oortC2397 S.odF
Approved for use outside HVHZ:Yes Verified By:Bata Soclalingam PE 62240
Impact Resistant:WA Created by Independent Third Party:Yes
Design Pressure:+N/A/-97-1 Evaluation Reports!
Other.Uplift load of 41.6 psf at dip spacing of 36'o.c.,71.0 psi at dip spacing of 12"o.a and n 1^c"5 R4 AE Evalt_a1JonReoortC2397 5 odf
97.1 psf at dip spacing of 12'o.c.with sldelap adhesive- Created by Independent Third Party:Yes
14645.6 Aluminum Vertical Seam(2) Nam.0.032'thick,16'wide,aluminum stani ng seam roof panel over min.19/32"thick plywood
deck
Limits of Use Installation Instructions
Approved for use In HVHZ:Na Fl14645 R4 IT val uatlonRP,pnrtC2397 fixalf
Approved for use outside HVH7-Yes Verified By:Bala Socialingam PE 62240
Impact Resistant N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-162.0 Evaluation Repart5
Other.Uplift load of 41.6 psf at dip spacing of 36'O.c.,100.2 psf at dip spacing of 12'o.c.and Fl 14645 R4 AE Eva)atianReoorLC2397 6 odf
162.0 psf at dip spacing of 12'o.c.with support strap. Created by Independent Third Party:Yes
14645.7 Classic Rib Min.29 ga.,36-wide through fastened roof panel over min.15/32-thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No Fl 14645 R4 n EvaluationReor=397 7 i df
Approved for use outside HVHZ:Yes Verified By:Bala Soclalingam PE 62240
Impact Resistant WA Created by Independed Third Party:Yes
Design Pressure:+N/A/-91 Evaluation Reports;
Other:Uplift load of 41.5 psf at fastener spacing of4B"o.c and 91 psf at fastener spacing of 6' FL14645 R4 AE EVallatlonReo-tr23a7 7 ndf
O.C. Created by bAependent Third Party:Yes
14645.8 Classic Rib Min.26 ga.,36-wide through fastened roof"Panel over min.19/32'thick plywood deck.
Limits of Use Installation InstrucHorrs
Approved for use In HVHZ:No Fl 14fi45 114 II L-valuationReoortC2397 B.
Approved for use outside HVHZ:Yes _ Verified By:Bala Sockalingam PE 62240
Impact Resistant N/A Created by IndepenGertThbd Party:Yes
Design Pressure:+N/A/-133.9 Evaluation Reports
Other:Uplift load of 74.8 psf at fastener spacing of 36"o.c,92.3 psf at fastener spacing of 24' F 14645 R4 AE E-valuatin-nmortC2397 B odf
Ox-and 133.9 psf at fastener spacing of 18'O. Created by Independent Third Party:Yes
14645.9 classic Rib Min.29 ga.,36-wide,through fastened rooF"panel over min.7/16-thick OSB deck
Limits of Use ation IOstnlctiaers
Approved for use is HVHZ:No Install FL14645 R4 tt EvaluadonRenartC2397 9`odf
Approved for use outside HVHZ-•Yes Verified By:Bala Sadalingam PE 62240
Impact Resistant WA Created by Independent Third Party:Yes
Design Pressure:+N/A/-135.0 Evaluation Report,
Other.Uplift load of 45 psf at fastener spacing of 24"o.a and 135 psf at fastener spacing of 6' FI 14645 R4 AE EvaluationRWmtCZ397 9.odf
O.C. Created by Independent Third Party:Yes
14645.10 Classic RiD Min.29 ga.,36'wide through fastened roof1panel over min.15/32-thick plywood deck.
Limits of Use Insinuation Insuti6dons .1
Approved for use In HVHZ:No FL14645 R4If EvaluationlkenortC2397 10 odf
Approved for use outside HVHZ:Yes Verified By:Bala SdtkaBngam PE 62240
Impact Resistant N/A treated try Independent Third Party:Yes
Design Pressure:+N/A/-138.5 Evaluation Reports
Other.Uplift load of 68.4 psf at fastener sparing of 24"o.c.and 1385 psf at fastener spacing of F114645 R4 AE E1aluationgMortC7397 10 odf
12"O.e Created by Independent Third Party:Yes
14645.11 Image 11 Min.26 ga.,16-wide concealed fastened roof panel over min.15/32"thick plywood deck or 7/16"
thick OSB. P
Limits of Use Installation Instructions
Approved for use In HVHZ:No FI 14645 R4 TT EVal atlonlleportU397 11.odf
Approved for use outside HVHZ.•Yes Verified Byi Bala Sdclaringam PE 62240
Impact Resistant WA Created by Independent Third Party:Yes
Design Pressure:+N/A/-86.55 Evaluation Reports {
Other:Uplift load of 20.8 psf at fastener spacing of 24"ox,63.5 psf at fastener spacing of 6' Fl 14645 R4 AE EyaluatioloReoortC2397 11 odf
o.c.and 86.55 psf at fastener spacing of 6'o.c.with sidelap adhesive. Created by Independent Third Party:Yes
14645.12 PBR--Panel or R-Panel Min.26 ga.,36-wide through fastened roof panel over min.15/32'thicic plywood deck
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14645 R4 II Ev4luatloniteoortC7397 12 odf
Approved for use outside HVHZ:Yes Verified By:Bala So'ckalingam PE 62240
Impact Resistant N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-131.0 Evaluation RepoT6 I
Other.Uplift load of 30.0 psi at fastener spacing of 4W o.c and 131.0 psf at fastener spacing of FL14645 R4 AE Evaluatio Reswrt(�397 12 odf
6'O.C. Created by IndependertThird Party:Yes
14645.13 Pro-Panel II Min.29 ga.,36'wide through fastened roof panel over min-15132'thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No F114645 R4 11 EvaluatlonReportC2397 13.odf
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/-71.5 Evaluation Reports
Other.Uplift load of 41.6 psf at fastener spacing of 24"o.c.and 71.5 psf at fastener spacing of FL14645 R4 AE EyaluatlonRedortC2397 13 odf
12'O.c. Created by Independent Third Party:Yes
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 7TH EDITION(2020)1
FLORIDA PRODUCT APPROVAL
FL 14645.3-R4
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 31 Street,Suite 200
Louisville,KY 4020
Telephone: (502)855-4300
Fax: (502)8554200
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (866)366-1543'
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details(I Page) 1
Load Span Table(1 Page)
E N
2.
No 4 0
Report No. C2397-3 STA-1 E OF
Date: 10.7.2020
j
j FL 14645.3-R4
C2397-3
10.7.2020
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp i
I.
Panel Description: 24"wide coverage with(5) 1/2"high ribs
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Materials: Min. 26 ga., 50 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.
I
Deck Description: Min. 19/32" plywood or min. 3/4' thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2020.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws at 6" o.c.
(Minimum) in the field and at 4" o.c. at edges. Designed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing
(Optional) construction only.
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Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less th In 3:12.
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Design Uplift Pressure: 41.6 psf at fastener spacing of 36" o.c. j
(Factor of Safety=2) 74.8 psf at fastener spacing of 16" o.c_
196.75 psf at fastener spacing of 8" o.c;
Fastener Pattern: j
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8". Fasteners are corrosion resistant as per FBC 2020 Section
1507.4.4.
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 TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
I;
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4. j
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 us g allowable stress
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FL 14645.3-R4
C2397-3
i, 10.7.2020
Page 3 of 3
design. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable 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/UL790 report from an accredited laboratory
for fire ratings of this product.
i
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No.T181-05,Reporting Date 7/21/05 (Tests#1 &2)
Project No.T240-09,Reporting Date 9%22/09
Architectural Testing,Inc.—West Palm Beach,FL
(Formerly Hurricane Test Laboratory,LLC)
Project No. 0103-0712-09,Reporting Date 9/l/09
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NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 (REQUIRED ONLY FOR REQUIRED FOR PANEL
(OPTIONAL) / (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY,
8
EXISTING UNDERLAYMENT PANEL FASTENER PER ALLOWABLE
(OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED 0 6" O.C. IN THE FIELD &
MIN. 2X- WOOD RAFTER/JOIST/TRUSS AT MAX. 24" O.C. 4" O.C. AT PLYWOOD EDGES 4
TYPICAL PANEL INSTALLATION X—SECTION o N
Zo
57 Nao
- M
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT tn
MAXIMUM SPACING OF 36' O.C.C.
NEW CONSTRUCTION)R
(REQUIRED ONLY
M I
N
5V-CRIMP to »10
00
EXISTING SHINGLES MIN 26 GA. V)
(OPTIONAL)
tjLq
N
ci
EXISTING UNDERLAYMENT PLYWOOD a a
(OPTIONAL) 19/32" THICK (MIN.) GENERAL NOTES. '
DETAIL __ 1._ARCHLTECIURAL-O.OF PANEL_HA_S_SEEN_DESIGNED_IN_ACCORDANCE_WI H THE=_ _ _co-- —
FLORIDA BUILDING CODE %BC). I g
2. ROOF PANELS SHALL BE MIN. 26 GA. (t - 0.0169"). EFFECTIVE COVERING �n
�!9 16 OR �f 10-14 WOODSCREWS WIDTH OF PANEL m 24".
WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS W
NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING.
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 5V=CRIMP 5-ALL FASTENERS-MUST`SE-1N`ACCOROANCE-WITH-THIS-DRAWING-&THE`FLORIDA
(OPTIONAL) MIN 26 GA. BUILDING CODE, IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12.
EXISTING UNDERLAYMENT PLYWOOD
(OPTIONAL) DETAIL 2 19/32" THICK (MIN.) 2397-3
i
METAL SALES MANUFACTURING CORPORATIOIN
5V-Crimp Uplift Loads
(Min. 26 ga.)
.Description Fastener Spacing Allowable Uplift
along Panel Length Load
(in) (Psfl
Coverage width:24" 8 ^_ 196.8— —
10 1166.3
I
12 I35.8^ _
Panel Fasteners 14 1!05.3
#9-16 or#10-14 hex head 16 74.8
wood screws with sealed lg 71.5
washer 20 -- _--_ __,. 58.2 --
__ 22 — _--__ 64.8
24 61.5
— 26 �T I _._.- 58.2 —�
28 54.9
30 51.6
- _ 32 — -� 48.2
- 34 -- --�----- 44.9
36 41.6
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Notes:
1. The bold numbers indicate design loads calculated from test data with.safety factor of?.
2. Panels must be installed as per Evaluation Report FL 14645.3 and Metal Sales current installation procedure.
3. Three or more spans condition.
,r,H56.t4a€
No 622G0
�1,(Jry
1' ATE?ice•°, A F",:��`��
1216 N Lansing Ave.,Suite C Bala Sockalineam,Ph.D..P.E.
Tulsa.Ok 74106 ! FL 62240
9184925992 ` • 2d�