HomeMy WebLinkAboutEVALUATION REPORT METAL ROOFEVALUA
METAL SALES MAN]
`26 GA.1
FLORIDA BUILDING
FLORIDA PRI
REPORT OF
TURING CORPORATION
E II PANEL'
)DE 6TH EDITION (2017)
UCT APPROVAL
ROOFING
METAL, ROOFING
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I
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3r d Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
Prepared By:
Bala Sock jIlingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lasing 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)
Report No. C2181-4
Date: 9.8.2017
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RECEIVED
MAR 2 6 2018
. ST. Lucie__ o�nty, permitting
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FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 3
Manufacturer:
Metal Sales Manufacturing Corporation
Product Name:
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Image II
Panel Description:
Max. 16" wide coverage with 1" high ribs
Materials:
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Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated sti el (ASTM A792) or painted steel (ASTM A755).
Deck Description:
Min. 15/32" thick plywood or min. 3/a" 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 @ 41 o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Existing Underlayment: One layer of asphalt 'ishingles over one layer of #30 felt. For reroofing
(Optional) construction only.
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: 8 �54 f spacing-of-2 24 o.e
(Factor of Safety = 2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of
Test Standards: Roof assembly test) d 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 1507.4J
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. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E 108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
9.8.2017
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report #: 0103'; 0714-09, Reporting Date 9/1/09
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NEW UNDERLAYMENT
SEE DETAIL 1
ROOF PANEL (OPTIONAL)
AL)IHINGLES
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MAX. 16"
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
u.41
G
EXISTING UNDERLAYMENT
PLYWOOD
MINIMUM ATTACHMENT: 15/32" THICK (MIN.)
(OPTIONAL)
R� S" I nvr RINf cuevv veu
NEW UNDER
EXISTING SHINGI
(OPTIONAL)
EXISTING UNDER
(OPTIONAL)
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD
& ® 4" O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X-SECTION
DETAIL 1
SCREWS
OD
15/32" D HICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
} �(IN)
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS ARE SHALL BE MIN. 26 GA. 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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