HomeMy WebLinkAboutPRODUCT EVALUATION REPORTFL# 27402.1
rForcengineering g & Testing Inc.
19530 Ram61.od D[ivc
Humblc,TX 77333
Product Evaluation Report SC NNM
CARPORTS ANYWHERE By
St Lucie coantV
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Cade 2017
Per Rule 61G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(l)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
20858 S.E. County Road 222
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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Compliance Statement-
The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 15043.2, 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 Code 2017 Section 1507.43. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
PanelDimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142", min. order thickness
Width: 36" maximum coverage
Rib Height: 'Y.." major rib at 9" O.C.
Panel Rollformer. MRS Metal Roliforming Systems
Panel Fastener:
#12-14 x '/." HWH SD#3 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 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum lB Ga. (Grade 50) Steel framing. See TableA&Bforsteel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel
Marlmum Design Pressure:
-57.3 psf
-729 psf
-67.7 psf
♦469 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:
Sb" O.C.
4'-0' O.C.
.4'-0' O.0
5'-0" O.C.
4'41" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing.
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
steel Framing
'uesign Pressure includes a Safety Factor-Z0.
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FL# 27402.1
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Force Engineering &Testing Inc.
19530 Ramblcwood Drive
Humble,TX 77339
Table "B" 29 Ga. Hampton Rib Roof Panel
Maximum Oesign Pressure:
-573 psf
--1509psf - -
+39.0 psf
1 +143.1 psf
Fastener Pattern:
6'-3'-6'-3"-6"-3"-6'
6"-3"-6'-3'-6"-3"-6"
I 6"-3'-6'-3'-6"-3-6"
6"-3"-6"-3--6"-3"-6-
Fastener5pacing:
4'-0' O.C.
2'-0' O.C.
4' r O.C.
2--0" O.C.
uC9gn rressure inciudes a 5atety Factor= 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.71
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 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization it TST-5328)
Report No. 667-006OT-18A-E, 667-0051T-18A-D
2. FM 4471-10, Section 4.4 FootTrafOc Resistance Test
Force Engineering & Testing, Inc. (FBC Organization f7 TST-5328)
Report No. 667-006OT-18F, 667-0061T-ISE
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization H ANE ID: 1920)
Test Standard Equivalency: The FM4471-10, 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 Cade and Rule 61G20-3.005 (3) for
manufacturing under quality assurance program audited by an approved
quality assurance entity.
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Minimum Slope Range:
Minimum Slope shall complywith Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. Forslopes
less than 3:12, lap sealant must be used In the panel 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 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# 27402.1
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
a12-14 x 3/4' HNH SD3 W/ 14MM BONDED NEOPRENE 4lASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
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