HomeMy WebLinkAboutAPPROVED,Metal Sales 26GA Metal RoofingEVALUATION REPORT OF
METAL SAFES MAN-UlFACTURING CORPORATION
`26 GA. LMAGE II PA_NNEL'
FLORIDA BUILDING CORE 6TII EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.12-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3Fd Street, Suite 200
Louisville, IY 40202
Telephone., (502) 855-4300
Fay:: (502) 855-4200
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62.240
1216'ti Lansing Ave., Suite C
Tulsa, OR 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover) 1, a M M#fgt'.
Installation Details (I Page) ����� S�C�i �f ���e,
Load Span 'fable (1 Page) ,�'°� ��� •`� G E tV 3 � •��,.��
No 62240
.�y
'' STATE OF
Report No. C2182-12
Date: 9.9.17
FL 14645.12-R3
C2182-12
9.9.17
Page 2 of 3
Manufacturer: Metal. Sales Manufacturing Corporation
Product Name: Image H
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. 7116" thick OSB or min. 15i32" thick Plywood or min. 1/4" thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others 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 plywood field and edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
slope: 112:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Allowable Uplift Load: 20.8 psf @ fastener spacing of 24" o.c
(Factor of Safety = 2) 63.5 psf @ fastener spacing of 6" o.c
86.55 psf @ fastener spacing of 6" o.c with 318" bead adhesive in
panel sidelap
Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum. of %4".
Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive
Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift
Resistance of Roof Assemblies' &. UL1897-98 'Uplift Tests for Roof
Covering Systems'.
Test Equivalency: The test procedures in UL 580-94 comply with test procedures
prescribed in UL 580-06.
The test procedures in UL 1897-98 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4
FL 14645.12-R3
C2182-12
9.9.17
Page 3 of 3
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. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or lased on Metal Sales load span table. 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 1081UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580AJL 1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T176-11, Reporting Date 4126/11
Project No. T260-11, Reporting Date 8/ 15/ 11
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METAL SALES -MANUFACTURING CORPORAT ON
Image 11 Uplift Loads
(IMin, 26 ga.)
Description
a
Fastener Spacing
along Panel Leng-th
Allowable Uplift
Load
(Psf)
Coverage width: 16"
6
63.5
-- -
Panes Fastener:
- -
10
- -- 49.8 - -
#10-12 Pancake head screws
� 1 �
41 5 -
14
35.6
16
- -
31.1
-- - _
18
Z7.7
24.9
With Sidelap Sealant
6
96.55
Hates:
I . The bold numbers indicate designs loads calculated from test data with aafett factor of I
2. Panels must be installed as per Evaluation Report FL 14645-12 and Metal Sales current installation procedure.
I Three or more spans condition.
12 16 N Lansing Ave.. Suite C
Tulsa. dk 74106
918 492 599=
Ncl 62240
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Bala Sockaling-am, Ph.D., P.E.
FL 62240