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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION:
`26 GA. IMAGE II PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545South 3111 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
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) 3664543
This report consists of
Evaluation Report (3 Pages including cover,
Installation Details (1 Page)
Report No. C2181-4
Date: 9.8.2017
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FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image II
Panel Description: Max. 16" wide coverage with 1" 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. 15/32" thick plywood or min. W thick wood plank (min SG of
0.42) for new and existing constructions. Designed and installed as
perFBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional). construction only.
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: 84.25 psf @ fastener spacing of 24" o:c.
(Factor of Safety = 2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient.length to penetrate through the deck a minimum of/4".
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`
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 fastener 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 20.17 Section 1505 and current
approved roofing materials directory or ASTM E108A L790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
9.8.2017
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report#: 0103-0714-09, Reporting Date 9ll/09
NEW UNDERLAYMENT
ROOF PANEL
SEE DETAIL 1 EXISTING SHINGLES MAX. 16"
.(OPTIONAL)
TMIN.
u IIEXISTING UNDERLAYMENTMINIMUM ATTACHMENT:
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
.2X_ WOOD RAFTER/JOIST/ OR #8 x.2" LONG WOOD SCREWS
TRUSS AT MAX. 24' O.C, SPACED' ® 6" 0 C'. 1N THE FIELD
MIN 26 GA.
NEW UNDERLAYMENT.�
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 1
& ® 4" O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X—SECTION
#10 PANCAKE SCREWS
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING'
(pgFj
(IN)
24
84.25
N RA NO S�
PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE .WITH THE
15/32" THICK (MIN.) FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS ARE SHALL BE MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH. OF
PANEL = 16".
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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