HomeMy WebLinkAboutProduct Approval (2) EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 19902.1
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
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: (918)493-3568
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page)
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Load Span Table(1 Page) e,®oS,G�N SF
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ReportNo. 02076-1 ='o•: gTA�E �,.;2�
Date: 2.13.16 �'. 0�. p R
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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: in. 26 , 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel(ASTM A792) or painted steel(ASTM A755).
Deck Description: 7/ 6 thic OO SB or mm 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.c.
(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.
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 UL580-06 `Uplift Resistance
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. 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
E108/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
PANEL OVERLAP
5V-CRIMP
SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANE FASTE ER AT PANEL FLAT
ENDS ONLY. $
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/ FASTENER SPACING AS PER
MINIMUM ATTACHMENT: o
DESIGN UPLIFT LOAD TABLE �
UNDERLAYMENT SHALL BE INSTALLED 6d 2.5'LONG RING SHANK NAIL
OR x x x 2'LONG WOOD SCREWS p
AS PER MANUFACTURER'S INSTALLATION SPACED®6'O.C.IN THE FIELD
GUIDELINES &AT EDGES
MIN. 2X_WOOD RAFTER/JOIST/ a
TRUSS AT MAX. 24"O.C. M o
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TYPICAL PANEL INSTALLATION X—SECTION "
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#9-16 OR#10-14 WOODSCREWS
WITH SELF SEALING WASHER AT o
MAXIMUM SPACING OF 36'O.C.
No
5V-CRIMP ==n
MIN 26 GA s
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GENERAL NOTES:
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1.ARCHITECTURAL ROOF PANE HAS BEEN DESIGNED IN ACCORDANCE WITH THE o
UNOERLAYMENT FLORIDA BUILDING CODE(FBC). n a Nmm
OSB 7/16'THICK(MIN.)OR 2.ROOF PANELS SHALL BE MIN. 26 GA (t=0.019').EFFECTIVE COVERING ^
DETAIL 1 PLYWOOD 15/32'THICK(MIN.) WIDTH OF PANEL= 24'. v zo
3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4.REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR 810-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS »�
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 3y ti
MAXIMUM SPACING OF 36'O.C. 5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM U
REQUIREMENTS OF THIS DRAWING&THE CODE.THE CODE SHALL CONTROL
SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN RI GA REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
OSB 7/16'THICK (MIN.)OR 1 2076-1
DETAIL 2 PLYWOOD 15/32'THICK (MIN.) O
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• METAL SALES MANUFACTURING CORPORATION
26 GA.5V-CRIMP PANEL
Design Uplift Loads
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (psfl
5V-Crimp Panel 6 172.5
Min. 26 ga. -- ---- 9 -- — 120.0 - ---- -
12 _ 90.0
Panel Fasteners 15 _ 72.0
#9-16 or#10-14 hex head 18 60_.0
wood screws with sealed _ 21 _ 51.4
washer 24 45.0
27 _ -- 40.0
30 _ 36.0
_ 33 32.7
36 30.0
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.
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918 492 5992