HomeMy WebLinkAboutEvaluation Report Of MetalsEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5T" EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 19902.1
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3d Street, Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: 502 855-4290 ST• LUCIE COUNTY
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Bala SockaIUn a Ph.D. P.E. NO INSPECTION WILL BE MADE
Florida Professional Engineer #62240 `--
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 493-3568
a uV-F rr! i rm f ORd1IACHMENlS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
This report consists of -
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2076-1
Date: 2.13.16
FL 19902.1
C2076-1
2.13.16
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-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).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24"
for new and existing constructions. Designed and installed as per FBC
2014.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2014 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: #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" and installed as per Metal Sales current installation procedure.
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tpanel ends @ 6" o.c. aa�cro's
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intermediate @ 12" o.c. panel w
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Code Compliance: The product described herein has dgmqri LE
oneo,"
2014 Section 1507.4 F i
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. 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 2014 Section
FL 19902.1
C2076-1
2.13.16
Page 3 of 3
1505 and current approved roofing materials directory or ASTM
E I08/UL790 report from an accredited laboratory for fire ratings of this
product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
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PANEL OVERLAP
5V—CRIMP
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SEE DETAIL 2 7/�SEE DETAIL 1
i
WITH
16 SELF
SEALING WOOUSCPEWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
LINL'E
WITH SELF
SEALING WOODSCRLWS
WITH SELF SEALING HASHER AT
MAXIMUM SPACING OF 36" O.C.
FASTENER Al PANEL FLAT
REQUIRED FOR PANEL
ENDS ONI Y.
MINIMUM ATTACHMENT.
8d x 2.5" LONG PING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #B x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED @ 6" O.C. IN THE FIELD
GUIDELINES & AT FDGES
1
MIN. 7X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X—SECTION
(MIN.) OR
THICK (MIN.)
ti
n[N26A.
I f4=r
UNDERLAYMENT V&T" THICK (MIN.) OR
DETAIL 2 PI YW000 /32" THICK (MIN.)
FASTENER SPACING AS PF.R
DESIGN UPIIFI LOAD TABLE
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h
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH TIME
EL
za B
FLORIDA BUILDING CODE (FDC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (1 = 0.019"). EFFECTIVE COVERING
_mod
4
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
v I
z 261.
2
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN 'MIND LOADS SHAI.1. BE DETERMINED FOR EACH PROJECT. THIS
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�2`
PANEL SYSTEM MAY NOT BE INSTALLED WHFN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.t�i
_
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWFEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODF SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED 10 WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPI ICA110N AND ARE THE RESPONSIBILITY OF OTHERS.
1 or
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11
I
METAL SALES MANUFACTURING CORPORATION
26 GA. 5V-CRIMP PANEL
Design- Uplift Loads
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(" sfl
SV-Crimp Panel
.__.__...-6._
172.5_ -
Min. 26 ga
9
120.0
Panel Fasteners
i -�W5
72 0}
49-16 or 410-14 hex head
1 g
60.0
wood screws with sealed
21
51.4
washer
------�--___�______._______-_---__n
27
40.0
_.
36.0
33
32.7
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 19902.1 and Metal Sales current installation
procedure.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
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