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EVALUATION REPORT OF
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METAL SALES MANUFACTURING CORPORATION
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FILE COPY
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560.4-R3�RP1NE®
ROOFING
ESY
METAL ROOFING
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CONCEALED FASTENERS ORATTACHMENTS
ARE THE RESPONSIBIUJTYOFTHE
CONTRACTOR OR RECORD
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202 �p
Telephone: (502) 855-4300�66 V Yu\
Fax: (502) 8554200���`
ST. LUCIE COUNTY BUILDING D SION
REVIEWED FOR COMRWUANCE zy /% wIF
THESE FLANS AND ALL PROPOSED WORK DATE ' EREVIEV
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ARE SUBJECT TO ANY CORRECTIONS PLANS A
REQUIRED BY FIELD INSPECTORS THAT prepared By: SITE OR NO
COMPLY NECESSARY
IITH ALL APPLICABI ORDER TO
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Bala Sockalin a Ph.D. 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) %% % OCKd �rso,
Report No. C2181-4
Date: 9.8.2017
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No 62240
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1. 0�. STATE OFV:
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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 lI
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. '/4" thick wood plank (min SG of
0.42) for new and existing constructions. Designed and installed as
per FBC 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 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
SEE DETAIL 1
ROOF PANED
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
MIN 26 GA.
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
MAX. 16"
MINIMUM ATTACHMENT:
Ed x 2.5' LONG RING SHANK NAIL
OR QB x 2' LONG WOOD SCREWS
SPACED ® 6' O.C. IN THE FIELD
& 0 4' O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X-SECTION
#10 PANCAKE SCREWS
(MIN.)
ALLOWABLE UPLIFF PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
24
84,25
PLYWOOD
GENERAL NOTES.
1 HASBEEN DESIGNED IN ACCORDANCE WITH THE
.I THICK (MIN.)
DETAIL
COOEPANEL
FLORIDABUILDINGROOF
2. ROOF PANELS ARE SHALL BE MIN. 26 GA. MAX, EFFECTIVE COVERING WIDTH OF
PANEL = 16'.
7. 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 APPUCATION AND ARE THE RESPONSIBILITY OF OTHERS.
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