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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.2-R2
ROOFING
METAL ROOFING
shy ai (y �`"• ; Prepared For:
etal Sales Manufacturing Corporation
545 South 31 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, PhA, 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)
Report No. C2010-2
Date: 3.27.15
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM
REVIEWED BY
DATE
PLANS AND PE MIT
MUST BE KEPT ON JOB OR
_NO'INSPECTION WILL BE MADE
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Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
Underlayment:
FL 14645.2-R2
C2010-2
3.27.15
Page 2 of 3
�Ivletal`Sal`eskManufacturing CorJ�oration
9
24".wide coverage with (5) 1/2" high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and edges
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 yy
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Design Uplift Pressure: 84.5 psf @ 'fastener spacing of 24" o.c.
(Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c.
149.6 psf @ fastener spacing of 12 o.c. id
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".
At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
Test Standards:. Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1-507.4
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 support 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 E108/UL790 report
from an accredited laboratory for fire ratings of this product.
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5V-CRIMP
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
DEUNES V OR #8 x 2"LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
SEE DETAIL 1 —� _ 24"
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 24".O:C.
UNDERLAYMENT
DETAIL 1
OR #8 x 2"VLONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
5V-CRIMP
MIN 26 GA.
PLYWOOD
19/32" THICK (MIN.)
.Mr
K�
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
24
84.5
18
131.3
12
149.6
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL. HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
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
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH:THIS DRAWING & THE FLORIDA
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.
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