HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFFlorida Building Code Onlin4 SCANN� ED)St
f��
L4�(�is �1nfl(rrofru
I, •.r ,. zns i
BCIS Home Log In User Registration Hot Topics Submit
j't�.".�
�* '��;;99'_.
!ess� 4,�1.
gig' Product Product Approval
USER: Public User
�pg� jj 1 pp yy
Product ADDroval Menu > Product or Aop!iwtion Search > AOPIi(
FLS. #
Application Type
<
Code Version
1
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Page 1 of 3
k aa
Stats & Facts Publications `, FBC Staff I BCIS Site Map Links Search
ion Ust > Application Detail
FL11560-R1
Revision
2010
Approved
W
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(812) 218-7342
dstermer@metalsales.US.com
id Stermer
:rmer@metalsales.us.com
FILE COPY
?,erm. �
Ping
al Roofing I -� 0i , O l�
nation Report from a Florida Registered Architect or a Licensed
ida Professional Engineer
Evaluation Report - Hardcopy Received
Sockalingam
stone Certifications, Inc.
31/2015
sef Lavi, P.E.
Validation Checklist - Hardcopy Received
Standard
Year
TAS 125
2003
UL 1897
1998
UL 580
1994
Licensed Professional Engineer or Architect
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLq 8eDpZ1B... 7/6/2012
Flgrida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
Method 1 Option D
12/09/2011
12/13/2011
12/16/2011
01/31/2012
�FL # IlModel,
Number or Name
Description
11560.1
5V-Crimp
24" wide, nom 0.032" thick (min.) alumimum through
=rnurn
I
fastened roof 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 RI .II D1800_16.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/-161.5
Reports
Other: Uplift load of 30 psf @ fastener spacing
of 36"
�Evaluation
FL11560 R1 AE EvaluationReportC1800 16.pdf
Created by Independent Third Party: Yes
o.c. and 161.5 psf @ fastener spacing of 6" o.c.
11560.2 jAluminum Image II
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-107.35
Other: Uplift load of 22.5 psf @ fastener spac
o.c. and 107.35 psf @ fastener spacing of 6" o
11560.3 IlImage II
Arnits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-139.1
Other: Uplift load of 84.25 psf @ fastener spaci
W', 102.7 psf @ fastener spacing of 6" and 139
astener spacino of 6" with 3/8" bead adhesive ii
.4 JjImage II
-imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-84.25
Other: Uplift load of 84.25 psf @ fastener
?4" o.c.
1.1560.5 Magna-Loc
-imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5
Other: Uplift load of 95.2 psf @ clip spacing of
L01.0 psf @ clip spacing of 15" o.c., 123.5 psf @
spacing of 8" o.c.
L1560.6 Magna-Loc
_imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
16" wide, nom 0.032" thick (min.) alumimum concealed
fastener roof panel over min 15/32" thick plywood deck
or 7/16" thick OSB.
Installation Instructions
FL11.560 R1 11 D1800 17.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
of 24" FL11560 R1 AE EvaluationReportC1800 17.pdf
Created by Independent Third Party: Yes
Min. 26 ga., max. 16" wide standing seam roof panel
over min. 19/32" thick plywood deck
Installation Instructions
FL11560 R1 II D1800 18_pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
1 of FL11560 R1 AE Evaluation ReportC1800 18.pdf
psf @ Created by Independent Third Party: Yes
Min. 26 ga., max. 16" wide standing seam roof panel
over min. 15/32" thick plywood deck
Installation Instructions
FL1.1560 RI II D1.800 1.9.0f
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
of FL11560 R1 AE EvaluationReportC1800 19.pdf
Created by Independent Third Party: Yes
Min. 24 ga., 16" wide standing seam roof panel over
plywood deck
Installation Instructions
FL11560 R1 II D18000,pdf 2
Verified By: Bala Sockalingarn PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
" o.c., FL11560 R1 AE EvaluationReportC1800 20.pdf
lip Created by Independent Third Party: Yes
Alin. 24 ga., 16" wide standing seam roof panel over
steel deck
Installation Instructions
FL11560 RI tI D1800 21.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLq 8eDpZlB... 7/6/2012
Florida Building Code Onlin;
Page 3 of 3
Design Pressure: +N/A/-138.5
Evaluation Reports
Other: Uplift load of 52.5 psf @ clip spacing of 48" o.c.,
101.0 psf @ clip spacing of 30" o.c., 138.5 psfl@ clip
FL11560 R1 AE EvaluationReportC1800 21.pdf
Created by Independent Third Party: Yes
spacing of 8" o.c.
11560.7
Stile
in. 26 ga., 39.4" wide through fastened roof panel over l
in. 15/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 Rl II D1800 22AB.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/-102.7
Evaluation Reports
Other: Uplift load of 85.8 psf @ fastener spacing
of 24"
FLl1.560 R1 AE Evaluation ReportC1800 22.pdf
Created by Independent Third Party: Yes
o.c. and 102.7 psf @ fastener spacing of 12" o.c.
11560.8
Stile
Min. 26 ga., 39.4" wide through fastened roof panel over
min. 19/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11560 Rl II D1800 23AB.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/-149.6
Evaluation Reports
Other: Uplift load of 50.4 psf @ fastener spaci
ig of 36"
FL11560 R1 AE ElaluationReportC1800 23.pdf
Created by Independent Third Party: Yes
o.c., 106.8 psf @ fastener spacing of 24" o.c, and
149.6
psf @ fastener spacing of 12" o.c.
11560.9
Vertical Seam
I
Min 24 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 R1_11_D1800 24,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/-114.25
Other: Uplift load of 73.0 psf @ clip spacing of
24" oc
Evaluation Reports
FL11560 R1. AE Evaluation ReportCI 800 24.pdf
Created by Independent Third Party: Yes
and 114.25 psf @ clip spacing of 8" oc
11560.10
Vertical Seam
I
Min. 26 ga., 16" wide standing seam roof panel over
min. 15/32" thick plywood deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
I
FL11560 R1 II D1800 25.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/-81.3
I
Evaluation Reports
Other: Uplift load of 30.0 psf @ clip spacing ol
D.C.
FL11560 Rl_AE EvaluationRepoltC1800_25.pdf
and 81.3 psf @ clip spacing of 6" o.c.
18..
Created by Independent Third Party: Yes
lack SVe:xt
Contact Us :: 1940 North Monrl a Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-201I0 State of Florida.:; Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail 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 regarding DBPR's ADA web
accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us.
Product Approval Accepts:
Il
orton axttrituxs 7.m.
ver 3sys
http://www.floridabuilding.org/prlpr_app_dtl. aspx?paralm=wGEVXQwtDqudhLq 8eDpZIB... 7/6/2012
EVALUATION' RF,1`0 R`1`0 F
METAL SALES MAN UFA�-TURtNG' r-,(.) RVORATI ON
'26 (.A4r..jMA(-,-;E 11. PANEL'
FLORIDA PROO.UCT APPROVAL
FL 11-51,60.3-1t]
DIET I,
PMPA�d For;
-,,s Nt -, Corporation ISulo. mWacturin,
545 South 30 �trvct.� Suitc,-ZWO
Telphone; (50Z) $55-4300
li'lix. (542185,54-1.90
Ld Preparr 8 y".
P.E.
Florida Profmional Emgincer,#62240
12,16 N Lansintr Ave., Suite C
Tuk*a., O� 74106
Telephow (9118) 492-519.2
VAX- f866) 366-1543
`'PiusLsts of
mxrcpart t
Evaluation Report (3 Pago including cOver'
4-tts,tall"Ition Dee tails (I Page)
II
Report No. 'C 1800-18
0atc.
�'OCK
40 6224
STATE OF
A6
A-0
1-1
i
FL 11560.3-R1
C1800-18
12.9.11
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image Il
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) for new and existing constructions. Designed
and installed as per FBC 2010.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and edges
Underlayment: Minimum underlayme#t as per FBC 2010 Section 1507.4.5
Slope: 2:12 or greater in accordance with FBC 2010 Section 1507.4.2
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 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of 1/4".
Sidelap Adhesive: Schnee -Morehead SM9200 JAWS adhesive
Test Standards:. Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift
Resistance of Roof Assemblies' and TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2010 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC-2010 Section, 1609 or ASCE 7-10 using allowable stress
design. The maximum ':rastener spacing listed herein shall not be
exceeded. 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.i Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2010 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.3-R1
C1800-18
12.9.11
Page 3 of 3
Supporting Documents: TAS 125-03 & UL580 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T183-05, �eporting Date 8/9/05
Project No. T241-07, Reporting Date 7/23/07
TAS 125-03 & UL580 Test Reports
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
ROOF PANEL
ROOF PANEL
SEE DETAIL 1 —,
GUIDELINES
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
SEE DETAIL 2 ADHESIVE THE
PANEL SIDE IN
VR PO x Z LVNV VVVVV �Ur LVVO
SPACED C 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENING PATTERN 1
MAX. 16
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
\I�
/ L UNDEP.LA.YMENT SHALL BE INSTALLED PLYWOOD
AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL 9/32 THICK (MIN.)
GUIDELINES OR #8 x 2" LONG WOOD SCREWS
-MIN. 2X_ WOOD RAFTER/JOIST/ SPACED @ 6" O.C. IN THE FIELD &
jRUSS_AI MA/L2S-O.C.--- -- AT__p_LYWOOB-E_1G€S —
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X-SECTION
Al I OWARI F IIPI IFT PRFSSIIRF
MIN 26 GA. PANEL
#10-12 X 1" LONG
PANCAKE
6
KESCREWS
AT
DETAIL 1 -
UNDERLAYMENT PLYWOOD
19/32" THICK (MIN.)
SM9200 ADHESIVE
NOM, 3/8" BEAD
MIN 26 GA. PANEL--\
#10-12 X I" LONG
PANCAKE SCREWS
DETAIL 2 AT MAX. 6" O.C.
UNDERLAYMENT J PLYWOOD
19/32" THICK (MIN.)
SM92200 ADHESIVE
LOCATION
FASTENING
PATTERN
FASTENER
SPACING
(IN)
ADHESIVE
BEAD SIZE
PRESSURE
(PSF)
1
24
NONE
84.25
1
6
NONE
102.7
2
6
3/8"
139.1
]MYLUU AUN-VI, Ifi IHL YArIGL ]IUGUU'
GENERAL NOTES:
I. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0167"). 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 DRAW114C & 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.
a
O o
U N
d
a a
W ¢o
a
z7 a
a
�o
sz
Kj
U ¢a
OF