HomeMy WebLinkAboutEvaluation Report; Metal RoofingEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. IMAGE II PANEL'
FLORIDA BUILDING CODE 6TH[ EDITION: (20'17)
FLORIDA PRODUCT APPROVAL
FL 11560.5-113
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing, Corporation
545 South 3rd 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) 366-1543
This report consists of
Evaluation Report (3 Pages including
cover) ��.as.titrm�o
Installation Details (1 Page)
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Load Span Table (1 Page)
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Report No. C2181-5
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Date: 9.8.2017
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FL 11560.5-R3
C2181-5
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. 19/32" plywood or min. 3/4" 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 edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
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) 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 through the deck a minimum of 1/4".
Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive
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. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Refer to
current NOA for use of this product in High Velocity Hurricane Zone.
FL 11560.5-R3
C2181-5
9.8.2017
Page 3 of 3
Fire classification is not within scope of this Evaluation Report. Refer
to FBC 2017 Section 1505 and current approved roofmg materials
directory or ASTM E108/UL790 report -from an accredited laboratory
for fire ratings of this product.
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
SEE DETAIL 1 MAX. 16" PANEL FASTENER
ROOF PANEL ` SPACING PER ALLOWABLE
n rn 0 / PRESSURE TABLE.
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II
UNDERLAYMENT SHALL BE INSTALLED
AS PER MANUFACTURER'S INSTALLATION
PLYWOOD
Sri x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.)
„e .- "
ROOF PANEL
MIN. 2X— WOOD RAFTER/JOIST/ GUIUtLINtS
TRUSS AT MAX. 24" O.C.
SEE DETAIL 2 ADHESIVE IN THE
�/ PANEL SIDELAP
SPACED O 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENING PATTERN 1
MAX. 16
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
uIL
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u
UNDERLAYMENT SHALL BE INSTALLED
x 2.5" LONG PLYWOOD
Sd RING SHANK NAIL 19/32" THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION
tulutLlNtS MIN. 2X_ WOOD RAFTER/JOIST/ SPACED @ 6" O.C. IN THE FIELDV&
TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 GA. PANEL
#10-12 X 1" LONG
PANCAKE SCREWS
DETAIL 1 AT MAX. 6' G.G.
UNDERLAYMENT PLYWOOD
19/32" THICK (MIN.)
SIDELAP ADHESIVE
NOM.
NOM. 3/6" BEAD
MIN 26 GA. PANEL
#10-12 X 1" LONG
PANCAKE SCREWS SIDELAP ADHESIVE
DETAIL 2 AT MAX. 6" O.C. LOCATION
UNDERLAYMENT PLYWOOD
19/32" THICK (MIN.)
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 — 0.0167"). 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.
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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METAL SALES MANUFACTURING CORPORATION
Image II Uplift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along Panel Length
(in)
Allowable Uplift
Load
(psfl
Coverage width: 16"
Panel Fastener:
#10-12 pancake head screws
6
102.7
S
100.7
---
10
—
98.6
12
96.6
14
94.5
16
92.5
18
90.4
20
88.4
22
86.3
24
84.3
With Sidelap Sealant
6
139.1
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 11560.5 and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
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Bala Sockalingam, Ph.D., P.E.
FL 62240