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Code version 2014 FL# 11560.4
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FL# Twe Manufacturer Validated By Status
FL11560- Revision Metal Sales Manufacturing Corporation Yoosef Lavi, Approved
R2 FL#:FL11560.4 P.E.
History Model:Image II (214)340-
Description:Min.26 ga.,max. 16"wide standing seam roof panel over 0049
min.15/32"thick plywood deck
Category:Roofing
Subcategory:Metal Roofing
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_lst.aspx 11/9/2015
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
s `26 GA.IMAGE 1I PANEL'
j
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
f
FL 11560A-R2
ROOFING
. METAL ROOFING
3
Prepared For:
Metal Sales Manufacturing Corporation
545 South yd Street,Suite 200
f Louisville,KY 40202
t
Telephone: (502)8554300
Fax: (502)8554290
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(2 Pages including cover)
Installation Details (1 Page)
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a' No 62240
Report No. C20094 0 "�
Date:3.27.15 : O STATE OF
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FL 11560.4-R2
C2009-4
3.27.15
Page 2 of 2
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. 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 48 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
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
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2)
Fastener Pattern: 410-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of 1/d".
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
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
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
Hurricane Test Laboratory,LLC
HTL Report#: 0103-0714-09,Reporting Date 9/1%09
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PLOT: DAIS:
i/25/15
NEW UNDERLAYMENT
to
SEE DETAIL 1 V EXISTING SHINGLES MAX. 16" �PRESSURE
ER
ROOF PANEL (OPTIONAL) ALLOWABLE
BLE, �
u uN As
u \ u O
PLYWOOD n
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: 15/32° THICK (MIN.) g
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
4—MIN.
2X_ WOOD RAFTER/JOIST/ OR #B x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD o
& 0 4" D.C. AT PLYWOOD EDGES 0 N
C9 W N
O
TYPICAL PANEL INSTALLATION X-SECTION V)C04 0
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MIN 26 GA. PANEL ��
ALLOWABLE UPLIFT PRESSURE is�
FASTENER PRESSURE Ci
SPACING (PSF) g
NEW UNDERLAYMENT
EXISTING SHINGLES #10 PANCAKE SCREWS u1
24 84.25 d A,
(OPTIONAL)
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EXISTING UNDERLAYMENT GENERAL NOTES:'
(OPTIONAL)
"PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
15/32" THICK (MIN.) FLORIDA BUILDING CODE (FBC).
DETAIL 1 2. ROOF PANELS ARE SHALL BE MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF
PANEL = 15'.
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.
2009-4
PAGE NO,
OF