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12�5>Application Detail
FL11560-R3
THESE PLANS AND ALL PROPOSED WOr;K
Revision
2017
ARE SUBJECT TO ANY CORRECTIONS
Approved
REQUIRED BY FIELD INSPECTORS
THAT
:I��W BE PECESSARY;.IN,4�Rd�� �TO:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502) 855-4300
dstermer@metaisales.us.com
David Stermer
dstermer@metalsales.us.com
�� co
S . LUCIE COUNTY
ILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED BY
DATE
I
PLANS AND PE IT
Roofing
MUST BE KEPT O JOB OR
Metal Roofing
NO INSPECTION W LL BE MADE
luatlon Report from a Florida Registered Architect or a Licensed
Ida Professional Engineer
Evaluation Report - Hardcopy Received
Sockalingam
PE-62240
Keystone Certifications, Inc.
12%27/2026
Yoosef Lavi, P.E.
(Validation Checklist - Hardcopy Received
�I
F1,11560 R3 COI Certificatelndependence odf
Standard
Year
TAS1125
2003
UL 1897
2012
UL 580
2006
1i
https://www.floridabuilding.org/pr/pr app_dtl.aspx?pazam=wGEVXQwtDqudhLg8eDpZl... 1/24/2018
,I
Product Approval Method Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval I 09/15/2017
Date Approved 12/12/2017
FL # Model, Number or Name Description
11560.1 Aluminum SV-Crimp 24" wide, nom 0.032" thick aluminum through fastened roof
I panel over min 15/32"thick plywood deck or 7/16" thick
OSB with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11560 R3 IT EvaluationReportC2181 1 odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161.5 Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL11560 R3 AE Eva luationReoortC2181 i odf
and 161.5 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes
11560.2
Aluminum Image II
16" wide, nom 0.032" thick aluminum concealed fastener
roof panel over min 15/32" thick plywood deck or 7/16"
thick OSB.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 R3 II EvaluationReoortC2181 2 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-107.4
Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c.
FL11560 R3 AE Eva luationReportC2 181 2 odf
and 107.4 psf at fastener spacing of 6" o.c. I
Created by Independent Third Party: Yes
11560.3
Aluminum Image II I
16" wide, nom 0.032" thick fastener roof panel over min
19/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIIS60 R3 II EvaluationReoortC2181 3 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes.
Design Pressure: +N/A/-195.0
Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 24"
FL11560 R3 AE Eva luationReoortC2181 3 odf
o.C., 104.7 psf at fastener spacing of 6" o.c. and 195.0 'psf
Created by Independent Third Party: Yes
at fastener spacing of 6" o.c. with support strap.
11560.4 }. ;Image
Ih;., I
Min. 26 ga., max. 16" wide standing seam roof;panel over,
min._15/32"thick.plywood. deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 R3 IT Eva luationReoortC2181 4 odf
Approved for use outside" HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-84.25
Evaluation Reports
Other: Uplift load of 84.25 psf at fastener spacing of 24"
FL11560 R3 AE Eva luationReportC2181 4 odf
O.C.
Created by Independent Third Party: Yes
11560.5
Image II I
Min. 26 ga., max. 16" wide standing seam roof panel over
min. 19/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 R3 II Eva luationReoortC2181 5 adf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-139.1
Evaluation Reports
Other: Uplift load of 84.3 psf @ fastener spacing of 24",
FL11560 R3 AE EValuationReportC2181 5 odf
102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastened
Created by Independent Third Party: Yes
spacing of 6" with 3/8" bead adhesive in sidelap
11560.6
Magna-Loc
Min. 24 ga., 16" wide standing seam roof panel over
plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIIS60 R3 II EvaluationReportC2181 6 odf
Approved for use outside HVHZ: Yes
I Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
i Created by Independent Third Party: Yes
Design Pressure: +N/A/-166.0
Evaluation Reports
Other: Uplift load of 95.2 psf @ MC dip spacing of 30" o.c.,
R3 AE EValuatlonReoortC2181 6 odf
101.0 psf @ MC clip spacing of 15" o.c., 123.5 psf @ MC clip
`FL11560
Created by Independent Third Party: Yes
spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12"
O.C.
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Florida Building Code Online
Page 3 of 4
11560.7 1Magna-Loc
Limits of Use
Approved for use in HVHZ: No I
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-168.5
Other: Uplift load of 59.7 psf @ MC clip spacing of 36" o.c.
and 168.5 psf @ MPW clip spacing of 12" o.c. �
11560.8 1 Stile
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-102.7
Other: Uplift load of 85.8 psf at fastener spacing of 24" O.C.
and 102.7 psf at fastener spacing of 12" o.c.
11560.9 1 Stile
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-149.6
Other: Uplift load of 50.4 psf at fastener spacing of 36"
o.c., 106.8 psf at fastener spacing of 24" o.c. and 149.6 psf
at fastener spacing of 12" o.c.
11560.10 1 Vertical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N%A/-114.3
Other: Uplift load of 30.0 psf at clip spacing of 48" o
73.0 psf at clip spacing of 24" o.c. and 114.3 psf at cl
spacing of 8" o.c.
Min. 24 ga., 16" wide standing seam roof panel over steel
deck
Installation Instructions
FI-11560 R3 II EvaluationReoortC2181 7.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL11560 R3 AE Eva luationReportC2181 7.ndf
Created by Independent Third Party: Yes
Min. 26 ga., 39.4" wide through fastened roof panel over
min. 15/32 thick plywood deck
Installation Instructions
FL11560 R3 II EvaluationReportC2181 8.Ddf
Verified By: Bala Sockalingam PE 62240
Created. by Independent Third Party: Yes
Evaluation Reports
FL11560 R3 AE Eva IuationRepo rtC2181 8.odf
Created by Independent Third Party: Yes
Min. 26 ga., 39:4" wide through fastened roof panel over
min. 19/32" thick plywood deck
Installation Instructions
FL11560 R3 Il EvaluationReportC2181 9.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL11560 R3 AE Eva IuationReportC2181 9.Ddf
Created by Independent Third Party: Yes
Min 24 ga., max. 16" wide standing seam roof panel over
min. 15/32" thick plywood deck
Installation Instructions
FL11560 R3 Il EvaluationReyortC2181 10.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL11560_R3_AE EvaluationReportC2181 10.odf
Created by Independent Third Party: Yes
11560.11
Vertical Seam I
Min 24 ga., max. 18" wide standing seam roof panel over
min. 15/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 R3 II Eva luationReportC2181 11.pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-105
Evaluation Reports
Other: Uplift load of 30.0 psf at clip spacing of 48" o.c.,
FL11560 R3 AE Eva luationReportC2181 11.pdf
82.5 psf at clip spacing of 12" o.c. and 105.0 psf at clip
Created by Independent Third Party: Yes
spacing of 12" o.c. with sidelap adhesive.
11560.12 1 Vertical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-81.3
Other: Uplift load of 30.0 psf at clip spacing of 48" o.c.
81.3 psf at clip spacing of 6" o.c.
11560.13 1 Vertical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-114.25
Other: Uplift load of 22.5 psf at clip spacing of 48" o.c. and
93.5 psf at clip spacing of 12" o.c.
11560.14 I Vertical Seam
Limits of Use
Approved for use in HVHZ: No
Min. 26 ga., 16" wide standing seam roof panel over min.
15/32" thick plywood deck
Installation Instructions
FL11560 R3 II EvaluationReportC2181 12.odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL11560 R3 AE EvaluationReportC2181 12.pdf
Created by Independent Third Party: Yes
Min 24 ga., max. 16" wide standing seam roof panel over
min. 15/32" thick plywood deck
Installation Instructions
FL11560 R3 II EvaluationReportC2181 13.pdf
Verified By: Bala Sockalingam P.E. 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL11560 R3 AE Eva luationReportC2181 13.pdf
Created by Independent Third Party: Yes
Min 24 ga., max. 18" wide standing seam roof panel over
Imin. 15/32" thick plywood deck
Installation Instructions
1411560 R3 II Eva IuationReoortC2181 14.pdF
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Florida Building Code Online
Page 4 of 4
Approved for use outside'HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-114.25
Other: Uplift load of 22.5 psf at clip spacing If 48" D.C. and
86.0 psf at clip spacing of 12" ox, I
Contact Us :: 2601 BI
The State of Florida is an AA/EEO employer. Coeviinht 2�
Verified By: Bala Sockalingam P.E. 62240
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Back Next
Phone: 850-487-1824
:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If yod, do not want your e-mail address released in response to a pubUL-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. -Pursuantto
Section.455.275(1), Florida Statutes, effective October 1, 2012,I Ilcensees 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 of vial 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 ari email address which can be made available to the public To determine if you are a licensee under
Chapter 455, F.S., please dfdc here .
IProduct Approval Accepts:
W ®
Credit Card
Safe
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https://www.flori(iabuilding.org/pr/pr app_dtl.aspx-param=wGEVXQwtDqudhLg8eDpZ1... 1/24/2018
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. IMAGE II PANEL,
FLORIDA BUILDING C
FLORIDA PRO]
FL 11
r
6TH EDITION (2017)
'APPROVAL
FING
Metal Sales Manufac
545 South 3rd S1
Louisville,
Telephone: (5
Fax: (502)
m
For:
ring Corporation
yet, Suite 200
V 40202
;) 855-4300
55-4200
Prepared)
Bala Sockalingam;
Florida Professional E
1216 N Lansing A
Tulsa, OK '
Telephone: (918'
FAX: (866) 3(
Ph.D., P.E.
agineer #62240
re., Suite C
4106
�492-5992
6-1543
This report cons
Evaluation Report (3 Pages
Installation Details
of
Page)
Report No. C2181-4
Date: 9.8.2017
I
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cover)
�e�`atieeaain
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b No 62240
�3 STATE OF .v
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Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
New Underlayment:
FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 3
Metal Sales Manufacturing Corporation
Image R I
Max. 16" wide coverage with 1" high ribs
Min. 26. ga., 50 ksij steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 15/32" thick plyi
0.42) for new and exi
per FBC 2017. I
8d x 2.5" long ring s
in the field and @ 4"
Minimum
Existing Underlayment: One layer of asphalt
(Optional) construction only.
Slope:
Design Uplift Pressure:
(Factor of Safety = 2)
Fastener Pattern:
Test Standards:
Code Compliance:
Product Limitations:
1/2:12 or greater in
Requires applied. lap
84.25 psf @ fastener
410-12 pancake head
sufficient length to pe
Roof assembly tested
Requirements for Metal
The product described
2017 Section 1507.4.
d or min. 3/4" thick wood plank (min SG of
g constructions. Designed and installed as
nails or #8 x 2" long wood screws @ 6" o.c.
at edges. Designed as per FBC 2017.
as per FBC 2017 Section 1507.4.5.1.
over one layer of #30 felt. For reroofing
lance with FBC 2017 Section 1507.4.2.
for roof slopes less than 3:12.
of 24" o.c.
along panel seam. Fastener shall be of
through the deck a minimum of/4".
accordance with TAS 125-03 `Standard
ffling Systems'.
Design wind loads shall be `d
with FBC 2017 Section 160
design. The maximum fasie
exceeded. This evaluation r
Hurricane Zone. Fire class
Evaluation Report. Refer t
approved roofing materials
from an accredited laboratory
has demonstrated compliance with FBC
-rmined for each project in accordance
or ASCE 7-10 using allowable stress
:r spacing listed herein shall not. be
ort is not applicable in High Velocity
cation is not within scope of this
FBC 2017 Section 1505 and current
•ectory or ASTM E1081UL790 report
or 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 Lalioratory, LLC
HTL Report #: 010$-0714-09, Reporting Date 9/1/09
SEE DETAIL 1
ROOF PANEL "�
f
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
MAX. 16"
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
IL
n
EXISTING UNDERLAYMENT
(OPTIONAL)
MINIMUM ATTACHMENT:
PLYWOOD
15/32" THICK (MIN.)
8d x 2,5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/
OR $8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24' O.C.
SPACED ® 6" D.C. IN. THE FIELD
& ® 4" O.C. AT PLYWOOD .EDGES
TYPICAL PANEL
INSTALLATION X-SECTION
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
#10 PANCAKE SCREWS
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
24
84.25
GENERAL NOTES
1.
PLYWOOD
DETAIL 1 15/32- THICK (MIN.)
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 Sc 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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