HomeMy WebLinkAboutPRODUCT EVALUATION REPORTSCANNED
St. Lucie Count r
y Force Engineering &Testing Inc.
19530 Ranible.vaod Dd,
HUmh1e,T% 773.38
FL# 17702.3 R2
Product Evaluation Report
WHIRLWIND STEEL BUILDINGS, INC
26 Ga. Super Span X Wall Panel over open framing
Florida Product Approval # FL 17702.3 R2
Florida Building Code 2017
Per Rule 61G20-3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: fi1G20-3.005(2)(S)
NON HVH2
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:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
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Product Approval Method Method 2 Option B
Date Submitted 10/10/2017
Date Validated 10/16/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summa of Products
FL At
Model, Number or Name
Description
17702.1
7.2 Wall Panel
26 Ga. 7.2 Wall Panel over open framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17702 R2 II 7 2N Wall Panel secured odf
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +85.0 PSF/-85.0 PSF
Evaluation Reports
Other: +8S.O/-85.0 psf @ 5'-0" o.c. Install per
FL17702 R2 AE 7.2N Wall Panel secured odf
manufacturer's details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
17702.2
Low Span X Wall Panel
26 Ga. Low Span X Wall Panel over open framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17702 R2 II Low Span X Wall Panel Eval - secured odf
Verified By: Terrence E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +52.1 PSF/-135.3psf
Evaluation Reports
Other: +52.1 psf @ 5'-0" c.c. -49.5 psf @ T-0" o.c. -135.3
FL17702 R2 AE Low Span X Wall Panel Eval - secured odf
psf @ T-0". Install per manufacturer's details. Not for use in
Created by Independent Third Party: Yes
HVHZ Zones.
17702.3
Super Span X Wall'Panel
26 Ga. Super Span %Wall Panel aver open framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17702 R2 II Super Span X Wall Panel eval odf.
Verified By: Terrence E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +52.1 psf/-135.3psf
Evaluation Reports
Other: +52.1 psf @ T-0" O.C. -46.9 psf @ 5'-0" o.c. -135.3
FL17702 R2 AE Super Span X Wall Panel a al odf
psf @ T-0". Install per manufacturer's details. Not for use in
Created by Independent Third Party: Yes
HVHZ Zones.
WIM
Contact Us':: 2E01 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Flonda is as WEEO employer. Coovnpht 2007-2013 State of Honda :: privacy Statement :: Accessibilld Statement:: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publlcrecords request, do not send aleatoric
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
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Product Approval
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Product Approval Menu > Pradud or Application search > Application List > Application Detail
FL #
Application Type
Code Version
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
FL17702-R2
Revision
2017
Approved
13
Whirlwind Steel Buildings
8234 Hansen Road
Houston, TX 77075
(832)555-4611
jose.ortega@whirlwindsteel.com
lose Ortega
jose.ortega@whirlwindsteel.com
Steve Wright
8234 Hansen Road
Houston, TX 77075
(832)553-4828 - -
steve.wright@whi rlwi ndsteel.cc m
Jose Ortega
8324 Hansen Rd
Houston, TX 77075
(713)946-7140
jose.ortega@whirlwindsteel.com
Structural Components
Structural Wall
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Terrence E. Wolfe
PE-44923
Lenard Gabert & Associates
05/03/2020
Brian Jaks, P.E.
LD Validation Checklist - Hardcopy Received
FL17702 R2 COI Letter of Certifcation securedodf
Sections from the Code
1709.2
Force Engineering &Testing Inc.
19530 Rvmbleavood Drive
Humble,TX 77338
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E 1592-05(2012) 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)
Test Standard Equivalency:
1. The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05
(2012) test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 611320-3.005 (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.
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FL# 17702.3 R2
October 13, 2017
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Force Engineenng &Testing Inc.
19530 Rewblewund D wv
Humble,TX 77338
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 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 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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12' 12' 12-
1 1 --� 812-14 x 1 1/4' ULTIMATE HWH w/ SEALER WASHER
3/4 FASTENER OFFSET 3/4' FROM RIS
1/4-14 X 7/8' ULTIMATE
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FL# 17700.5 R2
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Force Engineering & Testing Inc.
19530 Rumblc,cuod Dri,
Humblc,TX 77338
Product Evaluation Report
WHIRLWIND STEEL BUILDINGS, INC
26 Ga. Super Span X Roof Panel over open framing
Florida Product Approval # FL 17700.5 R2
Florida Building Code 2017
Per Rule 61G20-3
Method: 1 —D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(l)(d)
NON HVH2
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 SC41V
Validator: By ED
Brian Jaks P.E. #70159 St. Lucie
Count„
Contents:
Evaluation Report Pages 1-4
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Force Engineering &Testing Inc.
19530 Rumblx.voud Dme
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1504.7.
Product Description: Super Span X Roof Panel, Minimum 26 Ga. Steel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards: Material: 26 Ga. Steel. ASTM A792 or ASTM A653 G90 conforming to Florida
Building Code 2017 Section 1507.4.3. Paint finish optional.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0185" min.
Width: 36" maximum coverage
Rib Height: 1-1/4" major rib at 12" O.C.
Panel Fastener: #12-14 x 1-1/4" Ultimate HWH SO 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 SO w/ sealing washer at 20" O.C.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4
Substrate Description: Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2017.
Allowable Design Pressures:
Tahte"A"
Maximum Design Pressure:
-46.9 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.
'Design Pressure includes a Safety Factor= I&
V \ C E 14.7
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FL# 17700.5 R2
October 13, 2017
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Force Engineering & Testing Inc.
19530 Ra.,bleR00d Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
ASTM E 1592-05(2012) Test method for structural performance of sheet
metal roof and siding systems by uniform static air pressure difference.
FM 4471-92 Foot Traffic Resistance Test.
Reference Data: 1. ASTM E 1592-05
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 14-0286T-14A-C.
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 14-0286T-14D.
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012)
test standard.
The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the
FM 4471-92, Foot Traffic Resistance 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: Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 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.
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FL# 17700.5 R2
October l3, 2017
Force Engineering & Testing Inc.
19530 Rambinrond 136,
Humhlc,TX 77338
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 2017 for roof cladding
wind loads. These component wind loads for roof 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 2027
Chapter 22 for steel, and Chapter 16 for structural loading.
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12"
26 GA. SUPER SPAN X PANEL FASTENER PATTERN
12"
12"
J12-14 ■ 1 1/4' ULTIMATE HWH w/ SEALER WASHER
3/4 FASTENER OFFSET 3/4" FROM RIB
1/4-14 X 7/6' ULTIMATE
LAP SCREW
® 20' O.C.
TAPE SEALANT
FOR USE ON SLOPES
LESS THEN 3:12
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