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FL #
FL17700-R2
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Whirlwind Steel Buildings
Address/Rhone/Email 8234 Hansen Road
Houston, TX 77075
(832) 553-4659
ronaid.mays@whirlwindsteel.com
Authorized Signature Jose Ortega
jose.Ortega@whirlwindsteei.com
Technicai Representative Steve Wright
Address/Phone/Email 8234 Hansen Road
Houston, TX 77075
(832) 553-4828
steve.wright@whirlwindsteel.com
Quality Assurance Representative Jose Ortega
Address/Phone/Email 8324 Hansen Rd
Houston, TX 77075
(713) 946-7140
jose.ortega@whirlwindsteel,com
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the , o
Evaluation Report
Florida License 23
Quality Assurance Entity CLBrian
Gabert & Associates
Quality Assurance Contract Expiration Date2021
Validated By aks, P.E.
t' copy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL17700 R2 COI Letter of Certification secured Rdf
Standard
ASTM E 1592
FM 4471
Year
2005
1992
https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoSSZMTCvgKyukmaNlBDR13opGlY8WuiDow%3(J%3d 113
10/23/2020
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of
Florida Building Code Online
Method 1 Option D
10/10/2017
10/13/2017
10/18/2017
12/12/2017
10/08/2020
FL # Model, Number or Name
\HVHZZones.
_ Low Rib X Roof Panel
f Use
ed far use in HVHZ: No
d for use outside HVHZ: Yes
esistant: N/A
P ssure: +52.1 psf/-135.3psf
52. psf @ 5'-0" O.C. -49.5 psf @ 5'-O" o.c. -135.3
0" o.. install per manufacturer's details. Not for use
Zones.
17700.2 Sturdi-Rib X Roof Panel
Limits of Use
Approved for use in HV : No
Approved for use outside VHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ -116.0 F
Other: -78.5 psf @ 24" ox, -116, sf @ 12" O.C. Install
manufacturer's details. Not for us In H Z Zones.
17700.3 Super Seam II Roo ane
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ -46.9
Other. -18.2 psf @ 5'-0" o.c. - .9 psf @ V-0" o.c. Install
manufacturer's details. Not f use in HVHZ Zones.
17700.4 zi Super Seam -Plus Roof Panel
Limits of Use
Approved fol
se in HVHZ: No
Approved r use Outside HVHZ: Yes
Impact Sistant: N/A
Desi Pressure: +N/A/-160.OPSF
Ot r: Table A: -30.0 psf @ 5'-0" o.c. -85.0 psf @ V-0" o.c.
B: -48.3 psf @ 5-0" O.C. -160.0 psf @ V-0" o.c. Install
per n ure ' d ` . Not or Use-1n—HVHZ Zones.
17700.5 I Super Span X Roof Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +52.1 psf/-135,3psf
Other: +52.1 psf @ 5'-0" o.c. -46.9 psf @ 5'-0" -135.3 psf @
2'-0" o.c. Install per manufacturer's details. Not for use in
HVHZ Zones.
Description
26 Ga. Low Rib X Roof Panel over open framing
Installation Instructions
Verified By: Terrence E. Wolfe, P.E. 2.
Created by Independent ThirdPa Yes
Evaluation Reports
Created by IndependenjtAird Party: Yes
29 Ga. Sturdio X Roof Panel over 1x4 Wood Purlins
Installs. n Instructions
Ver' ed By: Terrence E. Wolfe, P.E. 44923
Bated by Independent Third Party: Yes
Evaluation Reports
FL17700 92 AE 29 Ga. Sturdi-Rib X over 1x4 Eval. d
Created by Independent Third Party: Yes
24 Ga. Super Seam II Roof Panel over open framing
Installation Instructions
FL17700 R2 II 24 Ga. Super Seam II Roof Panel eval.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
by Independent Third Party: Yes
24 Ga.Nper Seam -Plus Roof Panel over open framing
Verified By: Ter ce E. Wolfe, P.E. 44923
Created by Indepe ent Third Party: Yes
Evaluation Reports
Created by Independent Tali rc� Party: Yes
26 Ga. Super Span X Roof Panel over open framing
Installation Instructions
FL17700 R2 II 26 Ga Super Span. X Roof Panel eval.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL17700 R2 AE 26 Ga. 5gpgr Span X Roof Panel evaLpdf
Created by Independent Third Party: Yes
177 6 Weather Lok Roof Panel 24 Ga. Weather Lok Roof Panel over open framning
Limit7of Instailat Instructions
AppforHVHZ: No FL1 700 R 124 Ga. Weather Lok - Ro f Panel.pdf
Apprfor use ou e : Yes Verified By: Te ce E. Ile, RE. 44923
Impasistant: N/ Created by Indepe Third Party: Yes
Desissure• /A/-109.3 Evaluation Rp its
Othele : -46.9 psf @ 5'-0" o.. 6.3 psf @ 2'-0" FL1770 AE 24 Ga. Wo er Lok - Roof P nel.po.c. Q : -57.3 psf @ 5'-0" o,c, -109.3 2'-0" O.C. Create by Independent ThirdP : Yes
Install per manufacturer's details. Not for use in HVHZ Zones.
https:llwww.floridabuilding.org/pr/pr app`dtl.aspx?param=wGEVXQwtDgs°/*2bbt23mL8HoSSZMTCvgKvukmaNIBDR13ooG1Y8WuiDow%3d%3d 2/3
FL# 17700.5 R2
i
Force Engineering &Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
WHIRLWIND STEEL BUILDINGS, INC
26 Go. 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(1)(d)
NON HVHZ
Product Manufacturer:
Whirlwind Steel Buildings, Inc.
5234 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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.a' STATE OF ;
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October 13, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
-135.3 psf
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
12"-12"-12"
structural roof panel. Structural Application,
Panel Material/Standards:
Material: 26 Ga. Steel. ASTM A792 or ASTM A653 G90 conforming to Florida
2'-0" O.C.
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 SD with sealing washing or approved equal at 12"-
12"-12" fastener pattern. Panel side laps fastened together w/ A-14 x 7/8"
Ultimate HWH SD 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:
Table "A'
FL## 17700.5 R2
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" Q.C.
2'-0" O.C.
5'-0" O.C.
uesigrr rressure incivaes a aatety tactor = 2.u.
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October 13, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Huenble,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, (F8C 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.
FL# 17700.5 R2
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October 13, 2017
Force Engineering & 'Vesting Inc. l
19530 Ramblewood Drive
E umble,T% 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 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 17700.5 R2
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October 13, 2017
12"
6 GA. SUPER SPAN X PANEL FASTENER PATTERN
12-
12"
11 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.
TAPE SEALANT
FOR USE ON SLOPES
LESS THEM 3:12
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