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Code Version 2014 FL# 11560.4
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FL# Tvne 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 mall.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 emaiis 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 3/28/2016
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
°26 GA.IMAGE II PANEL'`
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FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
€ FL 11560A-R2
ROOFING
METAL.ROOFING.
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (502)$554290
r
Prepared By:
Bala.Sockalingam,Ph.D.,P.E.
PJ
Florida Professional Engineer#62240
1216 N Lansing.Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (860)-366-1543
This report consists_of
.Evaluation Report(2 Pages including cover)
Installation.Details(1 Page)
.SOCKA41��y�j� ,
? No 62240
t *:
Report No. C20094
Date:3.27.15 STATE -OF :
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FT. 1 156f1 A_R?
C2009-4
3.27.15
Page 2 of 2
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image II
Panel T1Pgrrintinn- Max 1 6" iv;dP nn-uPrnaP�xrith 1" h;(Yh rilic
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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.
T1Prk Attnrhmant• Rdv 7 5" 1nna rincr chnnlr nnilc nr diR11- v 'J" lnna xx1.rnnrl crrPxxm (5) A" n r
(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.
Clnna• )•17 nr arPatPr in nrrnninnrP with FRC W)lA RPrt;An 11;07 A 7
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(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 1/4".
TPct Ctnnrinrdc- Rnnf nccPmWx7 tPetPr] in nrrnnAnnrP ivith TAC 175-(1'l `Rtanrinrrl
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 FRC 2014 Section 1609 or ASC',F. 7-10 using allowable stress
V
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.
Rnnnnrtina Tlnrnmantc- TAR 175 TPet RPnnrtc
Hurricane Test Laboratory,LLC
HTL Report#: 0103-0714-09, Reporting Date 9/1/09
nnr: wTE:
a/ss/ts
NEW UNDERLAYMENT-
SEE DITAIL 1 MAX. 16" PANEL FASTENER
ROOF PANEL (OPTIONAL SHINGLES SPACING PER ALLOWABLE o
/ ) PRESSURE TABLE.
EXIII
PLYWOOD
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: 15/32" THICK (MIN.) 6
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS a
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD 0
& ® 4" O.C. AT PLYWOOD EDGES v N
U WN
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TYPICAL PANEL INSTALLATION X—SECTION � o
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MIN 26 GA. PANEL u'
ALLOWABLE UPLIFT PRESSURE ¢
FASTENER PRESSURE a
NEW UNDERLAYMENT SPACING (PSF)
(IN)
#10 PANCAKE SCREWS ui
EXISTING SHINGLES- 24 84.25 a
(OPTIONAL) w
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EXISTING UNDERLAYMENT A'ENERAL NOTES:
(OPTIONAL) PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 8m N
DETAIL 15/32" THICK (MIN.) 2. ROOFFLORIDPANE SDING ARECSOHALL 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 APPLICA110N AND ARE THE RESPONSIBILITY OF OTHERS. ORA 1 G No. IREV.
2009_4
PAGE NO.
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