HomeMy WebLinkAboutEngineering rFiree Engine gr&Testing InC. I
19530 Raniblowood Drive
Humble,TX 77338 0
Product Evaluation Report '
ATLANTIC METAL 11 OF VERO BEACH INC.
26 Go. 5V Crimp Roof Panel over Plywood
Florida Product Approval # 17796.5
Florida Building Code 2014
Per Rule 61G20-3
Method:1_p
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:61G20-3.005(1)(0)
HVHZ
Product Manufacturer:
Atlantic Metal if of-
-Vero Beach,Inc.,'.
4020 43`d Avenue
Vero Beach,Florida 32960
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Engineer Evaluator:
Terrence.E.Wolfe,P.E.#44923
Florida Evaluation ANE ID:1920
Validator:
Locke Bowden,P.E.,FL#49704
9450 Alysbury Place
Montgomery,AL 36117
Contents:
Evaluation Report Pages 1-4
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FL#17796.6 June 16, 1'015
Force Engineering&Testing Inc.
19530 Ramblewood Drive
HumUle,TX 77338
Compliance Statement: The product as described in this-report has demonstrated compliance with the
Florida Building Code 2014,Sections 1504 3.2,1518:9, 1523.6.5.2.4.
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Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,!through fastened roof panel
over APA Plywood decking.Non-Structural Application.
Panel Material/Standards.: Material: 26 Ga.Steel,ASTM A792 coated with Flurgpon or ASTM A653 G90
conforming to Florida Building Code 2014 Section 1507.4.3,.
Yield Strength: Min.50.0 ksi
Corrosion,Resistance:Panel Material shall(comply With Florida Building Code
2014,Section 1507.4.3 T.
Panel Dimension(s): Thickness: 0.018"min.
Width: 24"Coverage
Rib Height: 3/8"major rib
Panel,Roilformer: Rollformer Corp.
-Panel Fastener: #9-15 x 1-1/2"WoodZac w/Z.ac Head with,sealing washing;through panel rib.
%"minimum penetration through plywood ;1'
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Corrosion Resistance:Per Florida BuildinglCode 2014,Section 1506.6,1517.6 .
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Substrate Description: 1)For HVHZ construction,use 19/32"or greater APA Rated,plywood or wood
plank. In reroofing applications where the deck is less than 19/32"thick(min.
15/32".)the attachment of the decking in no case shall be less than"8D annual
ring shank nails at 6"O.C. Design of plywood and plywood supports are outside
the scope of this evaluation.Substrate must be designed in accordance w/
Florida Building Code 2014.
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2)For Non-HVHZ applications,use min. 15/32"thick'APA Rated plywood over,
supports at maximum 24, O.C. Design of plywood and plywood supports are
outside the scope of thisevaluation. Substrate must be designed in accordance
w/Florida Building'Code 2014.
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Force Engineering&Testing Inc.
19530 Mmublewood Drive
Humbie,TY 77338
Design Uplift Pressures:
Table IV
Maximum Total Uplift Design Pressure: - 108.5 Ps f 156.5 psf
Fastener Pattern: Panel Rib Panel Rib
Fastenerspacing: 12"O.C. 6r.O.O.
"Design Pressure includes a Safety Factor=2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2014,Section 1504.3.2,1518.9,1523.6.5.2.4,
Evaluation-Report Scope: The product evaluation is limited to complance with the structural wind load
requirements of the Florida Building Code12014,as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ TAS 125-03
■ UL 580-06-Test for Uplift,Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof,Covering Systems
M TAS 100-95-Test Procedure for Wind and'' ind Driven-Rain Resistance
of Discontinuous Roof Systems
■ TAS 110-00-Accel.Weathering ASTM G 1S5/Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03:UL 580-94/1897-98 Uplift Test
Force Engineering&Testing,Inc.(FBG Organization#TST 5328)
Report No.115.0172T-07A-C*
2. TAS 100-95
Farabaugh Engineering&Testing,Inc"(FBC Organization#TST-1654)
Report No.T130-07 ,r
Report No.T215-08
3. TAS 110-00:Valspar Fiuropon coated:metal panel testing
A)ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012
B)ASTMS 117 by PRI Asphalt Technologies dated 10%31/2012
4. Certificate of Independence
By Terrence E.Wolfe,P.E.(No..44923)@ Force;Engineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
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27796•6 June 16, 2015
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Force Engincering&Testing Inc.
19530 Ramblewood Drive
Hiunb1c,TX 77338
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to th'e,UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code'and Rule 61G20=3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity:
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014,including
Section 1515.2.2 and in accordance with Manufacturers recommendations, For
slopes less than 3:12,lap sealant must be used in the panel'side laps.
Installation: Install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelinesi:per Florida Building Code 2014 Section.
1518.2,1518.3,1518.4.
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Fire Barrier: YV Georgia Pacific"Dens Deck"or approved equal.'
Shear Diaphragm: Shear.diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,(appropriate wind loads are
'determined.using,Chapter 16 of the Florida BuildingCode 2014 for-roof cladding
wind loads.These,component wind loadslfor roof claddingare`comp_ared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his draVvings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2014
Chapter 22 for steel,Chapter 23 for wood.and Chapter 16 for structural loading.
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Test Reports are owned by Coastal Metal Roofing, Inc.Coastal Metal Roofing, Inc.gives the above manufacturer
permission'to use these test reports. ;^
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FL#17796.6 June 16, 2015
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