HomeMy WebLinkAboutProduct Approval; Roof Deck Structural Components8%12/1019' a Florida Building Code Online
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FL #
FL27402-RI
Application Type
Revision
Code Version
2017
Application Status
Validated
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywhere.com
Brandle Odom
bodam@cdrportsanywhere.com
Structural Components
Roof Deck
0
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 Terrence E. Wolfe
Evaluation Report
Florida License PE-44923
Quality Assurance Entity PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Expiration Date 06/23/2073
Validated By Brian Saks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
,Equivalence of Product Standards
Certified By
Sections from the Code
FL27402 RS COT Letter of Certification.odd
Standard
ASTM E 1592
FM 4471
Year
2005
-1992
Product Approval Method Method 1 Option D
https://www.floridabuilding.grg/pr/pr app till.aspx?param--wGEVXQwtDquHOE2Ywea/*ZbDsJNKRVGZOa/a2f8Ur,KphQePIKVJQggR7MmYIHAa/a3d%3d 1/2
8/1212619 f t ''tt Flodda Building Code Online
Date Submitted 08/08/2019
Date Validated 08/0912019
Summary of Products
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FL # � Model, Number or Name
Description
27402.1 Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Installation Instructions
Approved far use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27402 RI II Hampton Rib Roof Parcel over open,
framing.poff
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +46.9 psf/-57.3 psf
Created by Independent Third Party: Yes
Other: See evaluation. report for various design pressures
Evaluation Reports
Install per Manufacturer's details. Not for use In HVHZ Zones.
FL77407. R1 AE Hampton Rib Roof Panel over open
fCd01109.Rdf �,
Created by Independent Third Party: Yes
n art Uv ,^, 2601 Rlalr Stare Ratd, Tallahasue FL 37399 Phone; 858-487-1874
The State of Flanda I, an AAJEW employer. QWy.&ht 70n7!zr;t3 state or Florida::: PAvur SpMment:: A¢e50401y Statement:: Refund Statement
Under Florida law, email addresses am public records. If you da not want your a -mall addrez released In mspanse to a public -records request, do notsend electronic
moll to this entity. Instced, contact the office by phone or by traditional mall. If you have any questions, please contact 650A07.1395.'Pu�suant 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 emalis.
provided may be used far official mmmuntatlan 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 yaa am a Rcarnm under Chapter 455, FS., please click hI e .
ProductApproval Accept^..
Credit Card
Safe
https:lAvww.faridabuilding.org/prlpr app dtl.aspx7param=wGEVXQ%vtDquHOE2Ywe%2bOsJNKRVGZOa/a21BUxKphQePIKVJQggR7MmYIHAa/o3d0/03d 2/2
Force Engineering & Testing Inc.
19.53011.mblmood DAYc
Humble;TX 77330' "
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open franving
Florida Product Approval"# 27402.1111
Florida Building Code 2017
Per Rule G1G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.00S(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
108S8 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Validator:
Brian Jaks, P.E. (00159
Contents'
Evaluation Report Pages 1-4
No. 449 I
5TATEOF
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FL# 27402.1 R1 August 8, 2019
Foice Enginecnng lie Testing Inc.
19330 Mmblcwood Drive
Humbic;rX 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:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application,
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Cade 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. orderthickness
29 Ga.:0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Y.." major rib at9" O.C.
Panel Rollformer: MRS Metal Roliforming Systems
Panel Fastener:
1$12-14 x Y.." HWH SDfi3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 501 Steel framing, Minimum 15 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel.
Maximum Design Pressure:
-57.3 psf
72.9 psf
.67.7 psf .
+46.9 psf
+54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
51-0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate:
Min.14 Ga.
Steel Framing
Min.14 Ga.
Steel Framing
Min. 28 Ga.
Steel Framing
Min.19 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
Design Pressure includes a Safety Factor= 2.0.
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FL# 27402.1 Ri
August 8, 2019
Force Engineering & Testing Inc.sin
19530 Rarnb)rid Drive
Mumb1e,77i M33
Table'6" 29 Ga. Hampton Rib Raof Panel
Maximum Design Pressure:
-57.3 psf
-1509 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6"-3"-6"-3"-6"
6' 3" 6' 3"-6"-3" 6"
V-3'-6•-3"-6"3"-fr"
Fastener5pacing:
4'-0" O.C.
21-0" O.0
4'-0' O.0 .
2'-0" O.C.
Substrate:.
Min.16Ga.
Steel Framing
Min:16Ga.
Steel Framing
Min. 16Go.
Steel Framing
Min. 16Go.
Steel Framing
•Design Pressure includes a Safety Factor =2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2,1904.7.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Buiiding 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
FM4471-92-FootTrafffcResistance Test
Reference Data:
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc- (FBC Organization N TST 5328)
Report No. 667-0060i-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4A FootTraffrc Resistance Test
Force Engineering & Testing, Inc. (FBC Organization N TST-5328)
Report No. 667-0060T-18F, 667-0061T-1BE
3. Certificate of Independence
By.Terrence E. Wolfe, P.E. (No.44913) @ Force Engineering &Testing, Inc,
(FBC Organization N ANE 10:1920)
Test Standard Equivalency:
The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
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
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FL# 27402.1 R1
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Force Enginccrurg & Testing Inc.
19530.14amblcwaod DAvc
11umWc,TX 77338
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 pane( side laps.
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 an 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 Cade 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2--1
`912-14 x 3/4" FitM S03 V!/ 14MIA BONDED NEOPRENE WASHER
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29 GA. HAMPTON RIB FASTENER PATTERN
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`n12-14 x 3/4" NWII S03 Vl/ WAM BONDED NEOPRENE WASHER
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