HomeMy WebLinkAboutPRODUCT APPROVAL1 FILE
Force Entgineering & Testing Inc.
19530 Ramblewood Drly
Hu blc l'X 77338
SCANNEL)
Product Evaluation Report BY
WHIRLWIND STEEL BUILDINGS, INC St. Lucie Collar
26 Ga. Super Span X Wall Panel over open framing
Florida Product Approval # FL 17702.3
Florida Building Code 2014
Per Rule.61G20.3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method:61G20-3.005(2)(B)
NON HVHZ
Product Manufacturer:
Whirlwind Steel Buildings, Inc.
8234 Hansen Road
Houston, TX 77075
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 1-3
E'F
4rQ�Vl CEAlS0
No. 49
STATE OF
O Ri
ar A�nm imps .
FL# 17702.3
04/30/2015
Force Engineecing & Testing Inc.
19530 Rwnblewood Drive
Homble;IX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the.
Florida Building Code 2014, Sections 1709.2.
Product Description: Super Span X Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall
panel. Structural Application.
Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code
2014 Section 1405.2.
Yield Strength: Min. 80.0 ksi
Panel Dimension(s): Thickness: 0.0185" min.
Width: 36" coverage
Rib Height: 1-1/4" major rib at 12" O.C.
Panel Fastener: #12-14 x 1-1/4" Ultimate HWH SD with sealing washing or approved equal at 12"-
12"-12" fastener pattern. Panel side laps fastened together w/ Y,14 x 7/8"
Ultimate HWH SD w/ sealing washer at 20" O.C.
Corrosion Resistance: Per Florida Building Code 2014.
Substrate Description:
Design Pressures:
Min.16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2014.
Table "A"
Maximum Design Pressure:
-46.9 psf
-135.3 psf
t52.1 psf
Fastener Pattern:
12"-12"-3Y
12"-12"-12"
12"-12"-12"
Fastener Spacing:
5'-W O.C.
2'-W O.C.
5'-0" O.C.
'Design Pressure includes a Safety Factor =2.0.
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No. 449,
�•�• STATE OF
4,
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FIL# 17702.3
04/30/2015
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Force Engineenng & Testing Inc.
195M Ramble od Drive
AumblgTX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards:- The product described herein has demonstrated compliance with:
• ASTM E 1592-05 Test method for structural performance of sheet metal
roof and siding systems by uniform static air pressure difference.
Reference Data: 1. ASTM E 1592-05
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 14-0286T-14A-C.
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc.
(FBC Organization # ANE ID: 1920)
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.
Installation: Install per manufacturers recommended details.
Insulation: Manufacturer's approved product (Optional)
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
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 Building Code 2014 for wall cladding
wind loads. These component wind loads for wall cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings 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, and Chapter 16 for structural loading.
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STATE OF : a
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04/30/2015
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26 GA. SUPER SPAN X PANEL FASTENER PATTERN
12" � 1 � 12"
12"
1 1 --� #12-14 x 1 1/4" ULTIMATE HWH w/ SEALER WASHER
3/4" FASTENER OFFSET 3/4" FROM RIB
1/4-14 X 7/8" ULTIMATE
LAP SCREW
® 20" O.C.
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FL# 17702.3
Force EngineVesting Inc.
19530 Ramblenvod Drive
HumhLe,TC 17339
Product Evaluation Report
WHIRLWIND STEEL BUILDINGS, INC
26 Ga. Super Span X Wall panel over open framing
Florida Product Approval # FL 17702.3
Florida Building Code 2014
Per Rule 61G20-3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(B)
NON HVHZ
Product Manufacturer:
Whirlwind Steel Buildings, Inc.
8234 Hansen Road
Houston, TX 77075
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 1-3
SCANNtL,
BY
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STATE GF : ce
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04/30/2015
Force Engineenng - Testing Inc.
19530 Ratnblc.vood Im,e
Hnmble.TX 77339
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1709.2.
Product Description: Super Span X Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall
panel. Structural Application.
Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code
2014 Section 1405.2.
Yield Strength: Min. 80.0 ksi
Panel Dimension(s): Thickness: 0.0185"min.
Width: 36" coverage
Rib Height: 1-1/4" major rib at 12" O.C.
Panel Fastener: i112-14 x 1-114" Ultimate HWH SD with sealing washing or approved equal at 12".
12"-12" fastener pattern. Panel side laps fastened together w/'/,-14 x 7/8"
Ultimate HWH SD w/ sealing washer at 20" O.C.
Corrosion Resistance: Per Florida Building Code 2014.
Substrate Description: Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2014.
Design Pressures:
Table ^A"
Maximum Design Pressure:
-06.9 psf
-135.3 psf
+52.1 psf
Fastener Pattern:
12"-12"-12"
12"-12"-12"
12"-12"-12"
Fastener Spacing:
5'-0" O.C.
2'-0- O.C.
5'-0" O.C.
FL# 17702.3
uesign rremure mcmaes a 5arety a�=2.0.
ttttllltllrI'rI
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STATE OF :or
:P.
A4 0 R I I1
imrc is 'r •JqAL •NG ��,
'',,Orlllll0 %`%'
04/30/2015
Force Engineering & Testing Inc.
I9530 Rambimvood Drive
Hum61c,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
ASTM E 1592-05 Test method for structural performance of sheet metal
roof and siding systems by uniform static air pressure difference.
Reference Data: 1. ASTM E 1592-05
Force Engineering & Testing, Inc (FBC Organization #TST-5328)
Report No. 14-0286T-14A-C.
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
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.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
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 Building Code 2014 for wall cladding
wind loads. These component wind loads for wall cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings 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, and Chapter 16 for structural loading.
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STATE OF
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DUAL FL#17702.3rirrrt1 A`,
04/30/2015
26 GA. SUPER SPAN X PANEL FASTENER PATTERN
12" 1.E 12" 12"
1 1 ` #12-14 x 1 1/4" ULTIMATE HWH w/ SEALER WASHER
3/4" FASTENER OFFSET 3/4" FROM RIB
1/4-14 X 7/8" ULTIMATE
LAP SCREW
0 20" O.C.
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APR 202015