HomeMy WebLinkAboutEVALUATION REPORTFIA 27403.1
Force Engineering 8c Testing Inc.
19530 R oxble d Drive
H.ble.TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 21463.1
Florida Building Code 2017
Per Rule 61G20-3
Method: 2-11
Category: Structural Components
Subcategory: Structural Wall
Compliance Method:61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091'
Eneineer Evaluator:
Terrence E. Wolfe„P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. 1173227
Contents:
Evaluation Report Pages 1-4
4q- k CENSE
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�No. 4A�
STATE OF
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Ju.oe.18,
SCANNED
BY
St. Lucie County
Force F meeting 8c Testing Iac
195301tamblea ood Drim
Hmnblc rX 77338
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
stmctumlwall 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 Dimension(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.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 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 Rlb Wall Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
+54.7 psf
Panel Fastener Panem:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
V-ol O.G
4'-V O.C.
4-W O.C.
5'-o"0.r—
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
MIn.14Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
'Design Pressure includes a Safety Factor =2.0.
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No. 449�
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FL# 27403.1
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Force Enginecring & Testing Inc.
19530 Rumblmood Drive
Humblc,TX77338
Table "a" 29 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-1509 psi
+39.0 pst
+143.1'psf
Fastener Pattern:
6'-3
Fastener Sp acing:
4'-0"O.C.
T-0"O.C.
4'-0"O.C.
2--V O.C.
-Design Pressure Includes a Safety Factor= 2.0.
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 63G20-3.
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 (2012) Test
Force Engineering & Testing; Inc. (FBC Organization #TST-5328)
Report No. 667-006OT-18A-E, 667-0061T--ISA-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # 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 details.
Insulation:
Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
FL# 27403.1
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195301tnmble .d Dme
Humble,TX 77338
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 forwall 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 pulloutand
pullover.'Support framing must be in compliancewith Florida Building Code 2017
thapter22 for steel, and Chapter 16 for structural loading.
E, q CE NSF
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STATE OF ;
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
14 v 3/4' HUH S03 W/ 14MM BONDEDNEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN V-3"-6"-3"-6"-3"-6"
6' — 3. 6. —,— 3' , — 6' _ . - 3.- , - 6' 3.
4 x 3/4' HWH S03 W/ 14MM ECHOED NEOPRENE WASHER
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rForceEngineering & Testing Inc.
19530 Fi=bI..ad Drive
H=W;rX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval 1# 27402.1
Florida Building Cade 2017
Per Rule 61G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 2Z1
Starke, Florida 3ZO91
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 449Z3
.Florida Evaluation ANE ID: 1920
Validator'
Gary Hartman, P.E. #73227
Contents'
Evaluation Report Pages 1-4
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STALE OF
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SGANNEC
BY
St. Lucie County
FL# 27402.1
Ju.nz 18, 2018
V
Force Engineering & Testing Inc.
19530 RambIMood Drive
Humble=77333
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.
PanelMaterial/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 4r 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.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height %" major rib at 9" O.C.
Panel Rollformer. MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x Y" HWH SOp3 with 14mm neoprene banded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4A.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, 4r Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B forsteel
gauge. Framing must be designed in accordance w/ Florida Building Cade 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel
Maximum Deslgn Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
♦46.9 psi
.54.7 psf
Panel Fastener Panem:
2-1-2-1
2-1-2-1
2-1-2-1
2.1-2-1
2-1-2-1
Panel Span:
5b" O.C.
4'-W O.C.
4'-G" O.C.
S'-0" O.C.
4'-W O.C.
substrate:
Min.14Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
steel Framing
Min. 18 Go.
I Steel Framing
Min. 18 Ga.
I SteelFraming
Ue51gn rressuM Includes a safety Factor -2.0.
FL# 27402.1
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rFlorcengineering & Testing Inc.
19530 Rsmblcvd Drive
HurribkaX 77338
Table "B" 29 Ga. Hamotun Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-2509 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6'-3"-6'-3"-6'-3"-6'
6'-3"-6--3"-6"-3"-6'
6'-3W-3-6--3'-6'
6'-3'-6'-3'-6'-3'-6'
Fastener5pacing:
4'-0' O.C.
2'-W O.C.
4'-0" O.C.
2'-0' O.C.
'Design Pressure includes a Safety Factor= 2.0.
Code Compllance: 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 61GL0-3.
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 #TST-5328)
Report No. 657-0060T-1BA-E, 667-0061T--1HA-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering &Testing, Inc. (FBC Organization # TST-5328)
Report No. 657-0060T-18F, 667-0061f-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization It ANE ID: 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
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
c E N S
STATE OF ; oc
v,
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isr°m ,7�/��Olfrlfliw•�t ��.
FL# 27402.1
Jua.,19, 201.8
Force En ' e�nngTestin Inc.
19530
1t,a,bt�oaa n.t,�
Humbl,TX 77338
Minimum Slope Range:
Minimum Slope shall comply with 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 Cade 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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STATEOF ;p
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26 GA. HAMPTON RIR FASTENER PATTERN 2-1-2-1
Q12-14 z 3/4' HWH SD3 W/ 14MM BONDED NEOPRENE VIASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3 6"-3"-6"
912-14 x 3/4' HWH S03 %V/ 14MM BONDED NEOPRENE WASHER
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REVIEWED FOR
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