HomeMy WebLinkAboutEVALUATION REPORT ROOFINGPIOL(� Yk
RECEIVED
Ft QPRY APR 2018
1}°� permitting Department
AT R OF St, Lucte Counev
METAL SALES MANUFACTURING CORPORATION
'26 GA. IMAGE H PANEL' SCANNED
BY
St. Lucie County
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560.5-R3
ROOFING
METAL ROOFING
Prepared For: -
Metal Sales Manufacturing Corporation
545 South 31 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 855-4200
Prepared By:
Bala Sockaling=4 Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation ad SpanTahle (1 Page)) �``,,Q\'P'SOElVgC/NG��i�
S'
Report No. C2181-5
Date: 9.8.2017
No 62240 '
STATE OF ,•�
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9.4.20li
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. %" 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/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 roofing 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
ROOF PANESEE DETAIL 1
L
F� MAX. ifi'PANEL FASTENER
I SPACING PER ALLOWABLE
o PRESSURE TABLE.
n `- /
II
PLYWOOD
II
UNDERLAYMENT SHALL BE INSTALLED
AS PER INSTALLATION
8d x 2.5" LONG RING SHANK NAIL 19/32' THICK
OR #8 z 2° LONG WOOD SCREWS
(MIN.)
GUIDELINESMANUFACTURER'S
MIN. 2X_ WOOD RAFTER/JOIST/
SPACED 0 6" O.C. IN THE FIELD &
TRUSS AT MAX. 24" O.C.
AT PLYWOOD EDGES
FASTENING
PATTERN
1
SEE DETAIL 2 ADHESIVE IN THE
ROOF PANEL --� PANEL SIDEIAP
/
MAX, 16"
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
n
SHALL 'S INSTALLED
AS PER
AS PER MANUFACTURER'S INSTALLATION
n
PLYWOOD
8d x 2.5' LONG RING SHANK NAIL 19/32° THICK (MIN.)
„e ee „ ,,, ,,,,,,, ,,,,,,,,, �„e�„�
II
II
I
GUIULUNLS SPACED "0 6' O.C. IN THE FIELD &
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 GA. PANEL
PCAKESCREWSNG
AN
DETAIL 1 AT MAX. 6" G.C.
UNDERLAYMENT PLYWOOD
19/32" THICK (MIN.)
SIDELAP ADHESIVE
SIDE
3/8° BEAD
MIN 26 GA. PANEL—\,j NOM.
#10-12 X 1" LONG
PANCAKE SCREWS
AT MAX 6" 0 C
DETAIL 2
UNDERLAYMENT
PLYWOOD
19/32" THICK (MIN.)
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE BC).
2. ROOF PANEIS SHPL. BE IN. 26 GA. (t - 0.01677. MAX. EFFECRVE COVERING
WIDTH OF PANEL - 16'.
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WINO LOADS SHALL BE DETERMINED MR EACH PROJECT. THI
61
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2
OF
METAL SAi.F,S MANUFACTURING CORPORATION
Image II Uplift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along Panel Length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 16"
Panel Fastener:
#10-12 pancake head screws
6
102.7
8
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
918 492 5992
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No 62240 •.•�
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Bala Sockalingam, Ph.D., P.E.
FL 62240