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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. PBR-PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 10999.7-R3
STRUCTURAL COMPONENTS
ROOFDECK
SCANNED
BY
St. Lucie County
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 855-4200
Prepared By:
Bala Sockalingam, PhJ), 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 (1 Page) OCKALI
%%
Load Span Table (1 Pa %
ge) %
62240
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OF Z
Report No. C2180-7
Date: 8.25.2017
IONP, 1%
Fl, 10999.7-R3
C2180-7
8.25.2017
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name:
Panel Description: 36" wide coverage with (4) 1-1/4" high ribs
Materials: Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated
steel (ASTM A653) or Galvalume coated steel (ASTM A792) or
painted steel (ASTM A755).
Support Description: Min. 16 ga., 50 ksi steel section. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 41.9 psf @ fastener spacing of 60 o.c. (3 or more spans)
(Factor of Safety = 2) 154.4 psf @ fastener spacing of 24 o.c. (3 or more spans)
'Panel Attachment:
At panel ends #12-14 x 1-1/4" long SDS with washer @ 7%5%7" o.c. across panel
width
At intermediate #12-14 x 1-1/4" long SDS with washer @ 12" o.c. across panel width
Sidelap Attachment: 1/4"-14 x 7/8" long SDS with washer @ 12" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 'Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 'Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads 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 pressure for reduced clip 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 ffigh Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
Fl, 10999.7-R3
C2180-7
8.25.2017
Page 3 of 3
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E1081UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. TI 54-06, Reporting Date 5/15/06
FM 4470 Test Report
ENCON Technology Inc.
C1587-1, Reporting Date 5/17/08
Ricky Cochran, Apostolopolous & Paulick Construcbon
MIN 16
(DBIM
SEE DErAJL 1
PANEL. F�ENDR PER � �
T� SFACED = 12' O.C. XROSS IRIBS
IN Ml[) AND TNO F� AT � M
AT PANS- ENUS (7--5�-7-
I/e-14 X '7,f.SUS INITH INASHER
SP� ff C.
TYPICAL PANEL INSTALLAMON X-SECTIQ
� wa.o
0
Sc!
-2 9
912-14 X 1 1/4' KK CORROSX)N
TED F� Ilml
GENEIRAL
P0� WASHM SEE
ESSURE TASUE FOR
L STRUMRX ROOF P� � BEEN DE&ICHED IN ACCO�E WM ME
FLORIDA BLIMING CODE (FBC)-
0.
Z PANO-S � BE MIRC 26 G& (I - 0.017'). EFREC� �NG WDM
OF P� - W.
MIN 26 Gk PMEL
3. ME ROOF P� SH� ME INST� O� STRUMIZE � SPECHEO ON
NESE �NIIhlcs.
4. FEQUI� DESIGN VRND LOMIS Sl� BE DEHER%IiNED M E� �CT. MIS
PANEL � MY NOT BE ll�� WEN ME
GREAIFER! MAN ME �� WND L� �IMED ON MIS D�WNG.
5. F� MUW BE IN ACCORUANCE iNITH MIS D�WIG & ME FSIRIDA
Gk. SO I:Sl S7100
=114G CODE. IF A DIFFERENCE OCCURS B� ME MINIMUM
ff OWENS)
EQUZ� OF MIS D�G & ME WDL ME CODE S� �01_
6, MUST BE DESIGMEM TO INIMSTW WND LOADS AS
MMIZED FG!3 � �WN MID � ME � OF OMEN&
DETAIL 1
METAL SALES MANUFACTURING CORPORATION
PBR-Panel Uplfft Loads
Win 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 36"
Panel Fasteners
#12-14 x 125" long hex head
screws with sealed washer
Panel fasteners spaced at 12"
o.c. across panel width
Sidelap fasteners spaced at
12" o.c.
24
154A
27
137.2
30
123.5
33
112.3
36
102.9
39
95.0
42
85.5
45
74.5
48
65.5
51
58.0
54
51.7
57
46.4
60
41.9
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 10999.7 and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
9184925992
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Bala Sockalingam, Ph.D., P.E.
FL 62240