HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. IMAGE H PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.11-R2
RECEIVED 1 ROOFING
METAL ROOFING
NOV 0 0 2018
r. Lucie County,_ !0rm_ in9
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, Ph.D,, P.E.
Florida Professional Engineer #Q
1216.N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
SCANNED,
St Lucie County
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This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Report No. C2010-11
Date: 3.27.15
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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 V 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 98 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 'A".
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 8/15111
I
EXISTING SHINGLES
SEE DETAIL 1 (OPTIONAL)
ROOF PANEL �� \
r-1
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
EXISTING SHINGLES
SEE DETAIL 2 (OPTIONAL)
ROOF PANEL
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
DETAIL 1
EXISTING UNDERLAYMENT —
(OPTIONAL)
NEW UNDERLAYMENT
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
DETAIL 2
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT -
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
MAX. 16"
MINIMUM ATTACHMENT:
EXISTING UNDERLAYMENT
kN-�
8d x 2.5" LONG RING SHANK NAIL
(OPTIONAL)
OR #8 x 2" LONG WOOD SCREWS
SPACED @ 6" O.C. IN THE FIELD &
AT EDGES
FASTENING
PATTERN 1
NEW UNDERLAYMENT
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
ADHESIVE IN THE
PANEL SIDELAP
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
\--OSB 7/16' THICK (MIN.) OR
- EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PLYWOOD 15/32" THICK (MIN.)
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
AT EDGES
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X—SECTION
ALLOWABLE UPLIFT PRESSURE
#10 PANCAKE SCREW
® MAX. 24' O.C.
PANEL
MIN 26 GA.
OSS 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
SIDELAP ADHESIVE
NOM. 3/8" BEAD
#10 PANCAKE SCREW
® MAX. 6" O.C.
PANEL
1 MIN 26 GA.
OSS 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
SIDELAP ADHESIVE
LOCATION
FASTENING
PATTERN
FASTENER
SPACING
(IN)
ADHESIVE
BEAD SIZE
PRESSURE
(PSF)
1
24
NONE
20.75
1
6
NONE
63.50
2
6
3/8"
1 86.55
• SIDELAH AUHESNt IN IHt HAALL SIUti-Al'
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 = 0.018"). MAX. EFFECTNE 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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