HomeMy WebLinkAboutEVALUATION REPORTFL# 27403.1
rFoxceEngineering& Testing Inc.
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Product Evaluation Report
URPORTSAIIYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61G20.3
Method: 2-8
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61620-3.005(2)(b)
NON HVHZ
Product Manufacturer.
Carport Anywhere
20858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE IO: 1920
ya0datur•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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Potce Engineering & Testing Inc.
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structuralwall 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 1405.2.
Panel Dimensfon(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.01420 min. order thickness
Width: 36" maximum coverage
Rib Height: Y" major rib at 9" O.C.
Panel Roliformer. MRS Metal Roiiforming Systems
Panel Fastener: #12-14 x'Y.." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50)Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. SeeTableA&Bforsteel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hamotan Rib Wall Panpl
Maximum Design Pressure:
-57.3 psf
-72.9 psfr4�-(r
.7 psf
.46.9 psf
<54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-11-2-1
2-1-2-1
Panel Span:
51-V O.G
4'-0"O.C.O.C.
51-W 0.11Substrate:
Min. 14 Ga.
Framing
Min. 14 Ga.
Steel FramingFraming
14 Ga.
Min. 18 Ga.Steel
Steel Framing
Steel Framing
-Design Pressure includes a Safety Factor= 2.0.
FL# 27403.1
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Table"B" 29Ga Raamum Rib WaRPawl
maafmam Design Pr=WM-
-57.3 psf
-250.9psf
+39A psf
+1432pst
Fastener Pattern:
6"-3'-6"-3'-6'-3•-6'
fi'-3'-6"-3"-6".3'-6"
6'-3"-6-3"-6'-3'3'
6"-3r-fi-3"-W-3'6'
Fasterrer5padail,
4'-0'•O.G
r-VO.e
4'-0'•O.0
2'-OP O.r
"Design Pressure indudesa5atety Farm = 20.
Cade Compliance:
The product described herein has demonstrated compliance with
The Florida Building Cade 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 2592-OS (2012) Test
Force Engineering & Testing, Inc (FBC Organization H TST-5328)
Report No. 667-0060T-ISA-E, 667-0061T-19A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization N 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 detalls.
Insulation:
Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
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Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Precedure: Based on the dimensions ofthestructurg appropriate wind loads are
determined using Chapter 16 of the Florida Budding Code 2017 for wail cladding
wind loads. These component wind loads for wall cladding are cam pared to the
allowable pressure listed above. The design professional sha0 selectthe
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analM the panel fasteners for pullout and
pullover. Support framing must be in compriance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27403.1
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
812-14 • 3/4' HNH SO3 W/ I4MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 64-3"-C-3"-6"-3"-6'
0• ��3•�ii 6' 3�.. 6 _ _3'_
#12-14 x 3/4" HWH S03 W/ I4MM BONDED NEOPRENE MHER
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FI.# 27402.1
Force Engineeang & Tcsting Inc.
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Product Evaluation Report
CARPORTSANYWHI=RE
Hampton Rib Roof Panel over open framing
Florida Product Approval ## 27402.1
Florida Building Code 2017
Per Rule 62G203
Method: i —D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(2)(d)
NON HVH2
Product Manufacturer:
Carport Anywhere
1OSSS S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE to: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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SCANNED
BY
St. Lucie County
Jufw&18, 2018
Force Engincentrig & Testing Ine.
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Hurnbk,TX 77338
CompBoncestatemene
The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 15043.2, 15G4.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36' Wide, through fastened
structural roof panel. Structural Application.
Panel PRateeial/standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade50
29 Ga. Steel, ASTM A792 or ASTM A653 GSO Grade 80
Conforming to Florida. Building Code 2017Section 1507.43 Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.43.
Panel Dimension(s):
Thiclmess: 26 Ga.: 0.0185" min. order thrdmess
29 Ga.: 0.0142" min, order thickness
Width: 3W maximum coverage
Rib Height W major rib at 9" O.C.
Panel Rollfarmer. MRS Metal Rollferming Systems
Panel Fastener
#12-14 x W HWH SDIt3 with 14mm neoprene handed 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 18 Ga. (Grade 5015teelframing. See Table A & B forsteet
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table'A" 29 Ga_ N.—.. a;s, 2-4 o-....,r
Maximum Design Pressure:
-57.3 Fir
-72.9 psi
-67.7 psf
-469 psf
t54.7psf
Panel Fastener Pattern:
2-1-2-1
2-i-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-W O.C.
4'-0' O.C.
4'-0" O.0
5'-0" O.0
4'-0- O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min.14Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Caoinn PF ssUM induaw a.Sarecy tenor=CA.
FL# 27402.1
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Table"B" 796a. rtamoton W. 9nn4 p 1
LTra�cmum O'es7gn pcessure:
-573 psf
-15Q9psf
+3%aw
+243.1 psf
FasteecerPanam:
6^-3"-6"-3`-6"3'=6^
6".3^ 6 3: fi' 3' 6'.
6-3'•-6»-;•-5 —3r-5^
5`-3^-W-g".6a-3^.6'`
Fas4erter5paciag:
4'-0"O.0
Y-6^O.C.
4=0.'OtC.
2'-0"O.C.
satety Factor=2.0.,
Code Compliant 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 gmitecito compliance with the structural wind road
requirements of the Florida Building Code 2017, as relates to Rule 6IG2.0-3,
Performance Starulards: The product described herein has demonstrated compliance with:
^ ASTM E1592-05(20121 Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
o FM 4471-92- Foot Traffic Resistance Test
Reference Data: 1. ASTME 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-28A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18F, 667-0061T-19E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 449231 @ Force Engineering &Testing, Inc.
(FBC Organization # ANE ID: 19201
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
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
FL# 27402.1
Juvt.e.ls, 2018
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Force Frigineaaag. & Testing Inc.
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IVlinimum Slope Range:
Minimum Slope shall compty, with Florida Building Cade 2017, including Section
1507A.2 and in accordance with Manufacturers recommendations. Forslopes
less than &22, lap seaiantmust be used in the pant side €aps.
Instailadonc.
Install per manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Roof panel: ire elassincation:
Fire classification is not part of this acceptance.
Sbear Diaphragm:
Shear diaphragm values are outside the scope ofthis report
Design Nocedure:
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 toads for roof cladding are compared to the
allowable pressure listed above. The design professional shalt 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
$12-04 a 3/4' WIN SD3 W/ 14)Nd BOYDED NEOPRENE VIASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-61.
6" 1..
3/4" MH S03 VI/ 14MM BONOEO NEOPRENE WASHER
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