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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. IMAGE it PANEL'
FLORIDA BUILDING CODE 5""' EDITION (20.14)
FLORIDA PRODUCT APPROVAL.
FL 11560.5-112
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South .3«' Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
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Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74.1.06
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover) I °`1'rarrrrrr�
Installation Details (1 Page) eeeti�°° S0CK,q��®os�
No 62240
Report No. 02009-5 �: ;'fi r
�^ S TAT E OF ; C[/
Date: 3.27.15 O'
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FL 11560.5-R2
C2009-5
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation,
Product Name: Image 1I
Panel Description: Max. 16" wide coverage with 1" high ribs
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Materials: Min. 26 ga., 50 ksi steel. Galvanized coated 'steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
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Deck Description: Min. 19/32" plywood 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: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) 102.7 psf @ fastener spacing of 6" o.c.
139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in
panel sidelap
Fastener Pattern:
At panel seam #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate tlu•ough the deck,a minimum of'/4".
Sidelap Adhesive: Schnee-Morehead SM7108 Permathane adhesilve
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Test Standards: Roof assembly tested in accordance, with ITAS '125-03 `Standard
Requirements for Metal Roofing 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. This evaluation report is ii,ot applicable in High Velocity
Hurricane Zone. Refer to current NOA for use of this product 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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FL 11560.5-R2
C2009-5
3.27.15
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc'
Project No. T241-07, Reporting Date 7/23/07
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
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DRAWN Bt. NECKED Bv:
B.S. D.S.
PLOT: DAiE:
3/]5/13
SEE DETAIL 1 —MAX. 16" PANEL FASTENER
ROOF PANEL SPACING PER ALLOWABLE
PRESSURE TABLE. S
u n I I
PLYWOOD
IL UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5" LONG RING SHANK NAIL_ 19/32" THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION
GUIDELINES OR #8 x 2" LONG WOOD SCREWS z
MIN. 2X_ WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD &
TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES
FASTENING PATTERN 1
a
SEE DETAIL 2 ADHESIVE IN THE MAX. 16" PANEL FASTENER o 0
ROOF PANEL PANEL SIDELAP SPACING PER ALLOWABLE 0
/ PRESSURE TABLE. Z uj�
0
ON
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kMIN.
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IL UNDERLAYMENT SHALL BE INSTALLED PLYWOOD � MSIAS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.)GUIDELINESOR #8 x 2" LONG WOOD SCREWS L'jFD0o
2X_ WOOD RAFTER/JOIST/ SPACED @ 6" O.C. IN THE FIELD & < oo
TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES N `n J
FASTENING PATTERN 2 a n
TYPICAL PANEL INSTALLATION X-SECTION
w
a
ALLOWABLE UPLIFT PRESSURE w o
MIN 26 GA. PANEL ¢ = F
*— AT
12 X 1" LONG FASTENING FASTENER ADHESIVE PRESSURE
AKE SCREWS PATTERN SPACING BEAD SIZE (PSF) _
DETAIL 1 X. 6" D.C.- - (IN)1 24 NONE 84.25--UNDERLAYMENT -1 6 NONE 102 7 1LYWOOD -- -- - -
19/32" THICK (MIN.) 2 6 3/8" 139.1
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__SIDELAP ADHESIVE - • SIDELAP ADHESIVE IN THE PANEL SIDELAP T
NOM. 3/8" BEAD _
MIN 26 GA. PANEL--\ 1 GENERAL NOTES:
#10-12 X 1" LONG
PANCAKE SCREWS 1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
AT MAX. 6" O.C. SIDELAP-ADHESIVE FLORIDA BUILDING CODE (FBC).
DETAIL LOCATION 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0167"). 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.
UNDERLAYMENT 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING& THE FLORIDA DRAWING No. REV,
PLYWOOD BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM 2009_5
19/32" THICK (MIN.) REQUIREMENTS OF THIS DRAWING &THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS PACE N0,
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 1 OF 1