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<br />PANEL SIDE LAP aaizfi et Itl at
<br />PP 2 0 2012
<br />ABOVE FASTENER PATTERNS ARE SUGGESTED MINIMUM_ A RESIGN
<br />PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER PATTERN AND
<br />ANALYZE PANEL FASTENERS FOR PULLOUT AND PULLOVER.
<br />5tf8.iECT TO CHANGE WITHOUT NOTICE www.metairoofandwalls-Com - EFFECTIVE MAY 1, 2000 Rrj-8
<br />CORRUGATED INDUSTRIES OF FLORIDA, INC.
<br />26 GA. PBR ROOF PANEL
<br />26 Gauge PBR
<br />SPAN IN FEET
<br />SPAN
<br />LOAD TYPE
<br />2.0
<br />2.5
<br />3.0
<br />3.4
<br />4.0
<br />4.5
<br />5.0
<br />5.5
<br />6.0
<br />. -TYPE
<br />NEGATIVE WIND LOAD
<br />221.0
<br />141 A
<br />89.7
<br />61.6
<br />37-3
<br />26.5
<br />19.4
<br />14.6
<br />112
<br />SINGLE
<br />POSITIVE YVINDlLIVE LOAD
<br />159.8
<br />103.0
<br />71.6
<br />55.7
<br />38.5
<br />27.0
<br />19.7
<br />14.8
<br />11.4
<br />NEGATIVE WIND LOAD
<br />161.0
<br />103.0
<br />71.6
<br />55]
<br />40.3
<br />31.8
<br />25.8
<br />21.3
<br />17.9
<br />2-SPAN
<br />_
<br />POSITIVE WINDILIVE LOAD
<br />125.5
<br />100.4
<br />70.3
<br />55.0
<br />39.9
<br />31.6
<br />25.6
<br />21.2
<br />17.8
<br />NEGATNE WWD LOAD
<br />201.3
<br />128.8
<br />89.4
<br />69.6
<br />5D.3
<br />3U
<br />32:2
<br />26.6
<br />21.2
<br />3SPAN
<br />POSITIVE WINDILIVE LOAD
<br />142-7
<br />1 114A
<br />87.3
<br />68.3
<br />49.6
<br />39.3
<br />31.9
<br />26,4
<br />21.5
<br />NEGATIVE WIND LOAD
<br />187.9
<br />120.3
<br />a3.5
<br />65.0
<br />47.0
<br />37.1
<br />50.0
<br />24.8
<br />20.9
<br />4-SPAN
<br />POSITIVE WINDILIVE LOAD
<br />137.3
<br />109.8
<br />81.7
<br />63.9
<br />46,4
<br />36.7
<br />60.0
<br />24]
<br />20.8
<br />NOTES:
<br />I) Section properties and allowable bads were computed in accordance with the 2007 edition of the North American Specification For Design of Cold -Formed Steel Structural Members.
<br />2) Allowable loads are based on uniform span lengths, Material thickness = 0.01115", Design this = 0.0176", Fy = 80 ksi but reduced to 60 ksl for design per AISI.
<br />3) LIVE LOAD is Limited by bending, shear, combined shear & bending and web crippling and deflection of U180.
<br />4) NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of U780.
<br />5) NEGATIVE WIND LOAD does not consider fastener pullout & pullover. Connection to framing must be evaluated for fastener pullout & pullover.
<br />6) The weight of the panel has not been deducted from the allowable loads.
<br />7) Panel Tested per ASTM El592-01, Report t106-0074T-09, 4 Spans Q 6-0" by Force Engineering & Testing, Inc.
<br />8) Load Table by Face Engineering & Testing, Inc. _
<br />Valium
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<br />APR 2 0 201
<br />FL# 5214.1 R5
<br />Compliance Statement:
<br />Product Description:
<br />Panel Material/Standards
<br />Panel Dimension(s):
<br />Panel Fastener:
<br />Substrate Description
<br />Design Pressures:
<br />FL# 5214.1 R5
<br />UForce Engineering & Testing Inc. '
<br />19530 Ramblewood Drive u
<br />Huinble,TX 77338
<br />Product Evaluation Report
<br />CORRUGATED INDUSTRIES OF FLORIDA, INC.
<br />26 Ga. PBR Roof Panel over open framing
<br />Florida Product Approval # .52:14. 1 R5
<br />Florida Building Code 2010
<br />Per Rule 9N-3
<br />Method: 1-D
<br />Category: Structural Components
<br />Subcategory: Roof Deck
<br />Compliance Method: 9N-3.005(1)(d)
<br />NON HVHZ
<br />Product Manufacturer:
<br />Corrugated Industries of Florida, Inc.
<br />192D US Highway 301 North
<br />Tampa, FL 33619
<br />Enalneer Evaluator:
<br />Terrence E. Wolfe, P.E. # 44923
<br />Florida Evaluation ANE ID: 1920
<br />Validator:
<br />Shawn G. Collins, P.E.
<br />Architectural Testing, Inc.
<br />2250 Massaro Blvd
<br />Tampa, FL 33619
<br />Contents:
<br />Evaluation Report Pages 1 -- 4
<br />,,tt{1111�4rr,�
<br />N•C E, F-
<br />C E NSF"
<br />y W. 4442:
<br />K► • STATE OF
<br />F`
<br />�0,ei, i0P,IpA 4.1
<br />April 20, 2012
<br />Force Engineering & Testing Inc.
<br />19530 Ramblewood Drive
<br />Humble,TX 77338
<br />The product as described in this report has demonstrated compliance with the
<br />Florida Building Code 2010, Sections 1504.3.2, 1504.7.
<br />PER Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel.
<br />Structural Application.
<br />Material: 26 Ga. Steel. Material shall conform to Florida Building Code 2010
<br />Section 1507.4.3.
<br />Yield Strength: Min. 80.0 ksi
<br />Corrosion Resistance: Panel Material shall comply with Florida Building Code
<br />2010, Section 1507.4.3.
<br />Thickness: 0.0185" min.
<br />Width: 36"
<br />Rib Height: 1-1/4" major rib at 12" O.C.
<br />Panel Rollformer: Bradbury Co. Rollformer
<br />#12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12"
<br />fastener pattern- Panel side laps fastened together w/'/-14 x 7/8" HWH SD w/
<br />sealer washer at 20" O.C.
<br />Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4
<br />Min. 16 Ga. Steel Framing. Must be designed in accordance w/ Florida Building
<br />Code 2010.
<br />Table "A"
<br />Maximum Design Pressure:
<br />-50.0 psf
<br />+60.0 psf
<br />Fastener Pattern:
<br />12"-12"-12"
<br />12"-12"-12"
<br />Fastener Spacing:
<br />5'-0" O.C.
<br />5'-o" O.C.
<br />*Design Pressure includes a Safety Factor= 2.0.
<br />*See Load Table for additional design pressures.
<br />♦``tt41L11r111,fI
<br />e>> E N,C
<br />N
<br />l y IVo.4442� �-
<br />a . STATE OF 3'
<br />O O p 4,r R 1
<br />te�*0�rlLtf►9
<br />April 20, 2012
<br />n
<br />Force Engineering & Testing Inc.
<br />19530 RamblewoodDrive
<br />HUAnble,TX 77338
<br />Code Compliance: The product described herein has demonstrated compliance with
<br />The Florida Building Code 2010, Section 1504.3.2, 1504.7.
<br />Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
<br />requirements of the Florida Building Code 2010, as relates to Rule 9N-3,
<br />Performance Standards: The product described herein has demonstrated compliance with:
<br />■ ASTM E 1592-01Test method for structural performance ofsheet metal
<br />roof and siding systems by uniform static air pressure difference.
<br />■ FM 4471, Section 4.4 - Foot Traffic Resistance Test-
<br />Reference Data: 1. ASTM E 1592-01
<br />Force Engineering & Testing, Inc. (FBC Organization #TST-53281
<br />Report No. 06-0074T-009E, F dated 04/14/2009
<br />2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
<br />Force Engineering & Testing; Inc, (FBC Organization # TST-5328)
<br />Report No. 06-0082T-12A, Dated 04/19/2012
<br />3. Certificate of Independence
<br />By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
<br />(FBC Organization # ANE ID: 1920)
<br />Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
<br />accordance with the Florida Building Code and Rule 9N-3,005 (3) for
<br />manufacturing under a quality assurance program audited by an approved
<br />quality assurance entity.
<br />Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section
<br />1507.4.2 and in accordance with Manufacturers recommendations. Forslopes
<br />less than 3:12, lap sealant must be used in the panel side laps,
<br />Installation: Install per manufacturer's recommended details.
<br />Insulation: Manufacturer's approved product (Optional)
<br />Roof Panel Fire Classification: Fire classification is not part ofthis acceptance.
<br />Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
<br />j,`ytlt<IIrr1E��ff
<br />ZI
<br />.b
<br />Na 449%
<br />STATE OF
<br />aSsrfa lrr� �� Iq 1 L f { t -*
<br />FL# 5214.1 R5
<br />April 20, 2012
<br />Force Engineering & Testing Inc.
<br />19530 Ramblewood Drive
<br />Humble,TX 77338
<br />Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
<br />determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
<br />wind loads- These component wind loads for roof cladding are compared to the
<br />allowable pressure listed above. The design professional shall select the
<br />appropriate erection details to reference in his drawings for proper fastener
<br />attachment to his structure and analyze the panel fasteners for pullout and
<br />pullover. Support framing must be in compliance with Florida Building Code 2010
<br />Chapter 22 for steel, and Chapter 16 for structural loading.
<br />FL# 5214.1 R5
<br />��`�!�•C E• E. tv
<br />j r
<br />STATE OF
<br />oR1 ID
<br />:lr a7�11►''1 itp,
<br />April 20, 2012
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