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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
.'s '26 GA.IMAGE II PANEL'
FLORIDA BUILDING CODE 5TH EDITION(2014)
i FLORIDA PRODUCT APPROVAL
FL 14645.11-R2
ROOFING
e METAL ROOFING L�
' JUN 0 f
' PEWR)T TING
St. Lucie county, FL
,,i Prepared For:
t Metal Sales Manufacturing Corporation
i 545 South Yd Street,Suite 200
ti Louisville,KY 40202
+.i Telephone: (502) 855-4300
' Fax: (502)8554290
i
f Prepared By:
s..
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)366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) j%%J11111illis
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o No 62240
Report No. C2010-11 STATE OF
Date: 3.27.15 4 o
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FL 14645.11-R2
C2010-11
3.27.15
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. 7/16" thick OSB or min. 15/32" thick 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
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing
(Optional) construction only.
Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Allowable Uplift Load: 20.75 psf @ fastener spacing of 24" o.c
(Factor of Safety=2) 63.50 psf @ fastener spacing of 6" o.c
86.55 psf @ fastener spacing of 6" o.c with 3/8" bead adhesive in
panel sidelap
Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of 1/4".
Sidelap Adhesive: Schnee-Morehead SM7108 Permathane adhesive
Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift
Resistance of Roof Assemblies' & UL1897-98 `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. 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
FL 14645.11-R2
C2010-11
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: UL580/UL1897 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T176-11,Reporting Date 4/26/11
Project No. T260-11,Reporting Date 8/15/11
D-Bi: LMECNED DY:
EXISTING SHINGLES NEW UNDERLAYMENT PLOTBs.
SEE DETAIL 1 (OPTIONAL) (REQUIRED ONLY FOR MAX. i6" PANEL FASTENER /as�is
ROOF PANEL / NEW CONSTRUCTION) SPACING PER ALLOWABLE
/ PRESSURE TABLE.
ffi
kMIN. uuMINIMUM ATTACHMENT: OSB 7/16" THICK (MIN.) OR IEXISTING UNDERLAYMENT 8d x 2.5" LONG RING SHANK NAIL PLYWOOD 15/32 THICK (MIN.)(OPTIONAL) OR #8 x 2" LONG WOOD SCREWS 2X_ WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD &
TRUSS AT MAX. 24" O.C. AT EDGES
FASTENING PATTERN 1
EXISTING SHINGLES NEW UNDERLAYMENT a
SEE DETAIL 2 (OPTIONAL) (REQUIRED ONLY FOR ADHESIVE IN THE
ROOF PANEL NEW CONSTRUCTION) PANEL SIDELAP PANEL FASTENER ci N
SPACING PER ALLOWABLE
/ PRESSURE TABLE. 0 'w C-4
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II II II lai U I
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/ EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: OSB 7/16" THICK (MIN.) OR
Ulm
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL PLYWOOD 15/32" THICK (MIN.) o
Ln
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS 00
TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & y LIT-i
FASTENING PATTERN E2 a g
TYPICAL PANEL INSTALLATION X-SECTION
NEW UNDERLAYMENT 41
(REQUIRED ONLY FOR ALLOWABLE UPLIFT PRESSURE a
NEW CONSTRUCTION) _J
EXISTING SHINGLES #10 PANCAKE SCREW FASTENING FASTENER ADHESIVE PRESSURE
(OPTIONAL) 10 MAX. 24" O.C. PATTERN SPACING BEAD;SIZE (PSF) a CL
PANEL (IN) _ n
DETAIL MIN 26 GA. 1 24 NONE 20.75 Z 269
1 6 NONE 63.50
EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR 2 6 3/8" 86.55y
(OPTIONAL) PLYWOOD 15/32" THICK (MIN.) 3 0 I
•SIDELAP ADHESIVE IN THE PANEL SIDELAP °'
NEW UNDERLAYMENT SIDELAP ADHESIVE
(REQUIRED ONLY FOR NOM. 3/8" BEAD I GENERAL NOTES:
NEW CONSTRUCTION) jl
EXISTING SHINGLES #lO PANCAKE SCREW 1 ARCHITECTURAL
LCROOF PANEL
FLORIDA
BEEN DESIGNED IN ACCORDANCE WITH THE
ORIDABUILDINGCODE (FBC)
(OPTIONAL) ® MAX. 6" O.C. 2. ROOF PANELS SHALL BE MIN. 26 GA. (t - 0.018"). MAX. EFFECTIVE COVERING
PANEL SIDELAPLOCATION
ADHESIVE �. WIDTH
ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS
MIN 26 GA. LOCATION SPECIFIED ON THIS DRAWING.
DETAIL 2 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. RAWING IN Rev.
EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
(OPTIONAL) PLYWOOD 15/32" THICK (MIN.) REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 201 O'6—1111
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