HomeMy WebLinkAboutPRODUCT EVALUATION REPORTFL# 27402.1
Force EngineLgacestingInc.
19530 Runbk ood Drive
HumblgTX 77330
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule GIG20-3
Method: I—D
Category: Structural Components
Subcategory'. Roof Deck
Compliance Method: G1G20.3.005(i)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
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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Force EREgineenng & Testing Inc.
19530 oamblewood Dove
Humbl.=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 Code 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.: 0.0195" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: 'aY.." major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x V HWH SD#3 with 14mm neoprene banded 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 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•, 29 r•a_ nammmn an, dnnf o"nnl
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.0
5'-0" O.C.
4'-0" 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
Design Pressure includes a batety hactor= 2.u.
FL# 27402.1
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Force Enigincellog & Testing Inc.
19530 Rambk.w d DAi .
Humble,TA 77338
Maximum Design Pressure:
-57.3 psi
-150.9 psi
+39.Opsf
+143.1 psf
Fastener Panem:
6"-3"-6"-3'-6'-3"-6'
6"-3'-6"-3'-6"-3"-6'
6"-3"-6"-3"-6"-3"-6^
FastenerSpaclag:
4'-0" O.C.
2'-0" O.C.
4'-0" O.C.
2'47' O.C.
aaor=2.u.
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 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization #TST-5328)
Report No. 667-OOBOT-18A-E, 667-0061T-ISA-0
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-COSIT-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # 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
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
STATE OF ; a
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FL# 27402.1
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Force Engine IeT/ria///ng'& Testing Inc.
19530 Ramhlewand Drive
Hvmbla,TX 77330
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.
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 componentwind 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 properfastener
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.
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FL# 27402.1
Jbl.tgz 18, 2-01.8
26 GA. HAMPTON RIR FASTENER PATTERN 2-1-2-1
`#12-14 • 3/4' IPM+ SD3 V1/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
` i)12-I4 . 3/4' MR SD3 %V/ 14MM BONDED NEOPRENE WASHER
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9/20/2018 Florida Building Code Online
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Pmduee ARIA—1 Men-> Pnduc ar AonlltaUan Search> Appliatien Ust> Appliraden Detall
FL *
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance RepreIsentaave
Address/Phone/Email
Category
Subcategory
Compliance Method
FL27403
New
2017
Approved
SCASNYNED
St. Lucie County
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@carportsanywhere.wm
Brendle Odom
bodom@urportsanywhem.com
Structural Components
Structural Wall
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
06/13/2023
Validated By
Gary Hartman, 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
FL27403 RO COI Letter of Certification piJ
Standard
ASTM E 1592
ASTM E 330
Year
2005
2002
httpsJ/wwwfloridabuiiding.orgfpr/pr_app d8.aspxlpamm=wGEVXQwtDquHOE2Ywe%2bOsAuSaR1O%2fsNjldto6lC%2f°h2bLV98RAA3xJ6YAa/a3d%3d 1/2
9/2012018
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
06/18/2018
06/19/2018
06/27/2018
08/15/2018
5 a Products
FL #
Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Us
for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-57.3 psf
Other: See Evaluation Report for various Design Pressures.
Install per Manufacturer's Details. Not for use In HVHZ Zones.
Installation Instructions
FL27403 RO It Hampton Rib Wan Panel Secured.udf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 RO AE Hampton Rib Wall Panel Secured.odf
Created by Independent Third Party: Yes
27403.2
Resi-Lap Siding Wall Panel
Resi-Lap Siding Wall Panel over open Framing
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +40.0 psf/-37.0 psf
Other: +40.0 psf at 4'-0" ox. -37.0 psf at 4'-0" o.c. Install per
Manufacturer's Details. Not for use In HVHZ Zones.
Installation Instructions
FL27403 RO II Resi-Lap Wall Panel semmd.DdF
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
F127403 RO AE Res! -Lao Wall Panel secured.Ddf
Created by Independent Third Party: Yes
0 :a:d
Contact W :: 260191alr Stone Read, Tallahassee FL M99 Phone: 95p-497-1924
The State of Florida Is an AA/EEO employe. Upydeht 200J-2p13 Stall or Flodda :: Pd"V. Statement:: Ao,essIftenly Statement :: Refund Statemem
Under Florida law, email addresses are public records. If you do not want your e-mmll address released In response to a public -records Muest, do not send electron i
Mail tt this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to settee 455.275(l
Florida statuses, effective October 1, 2012, 9censeas (loomed under chapter 455, FZ. must pmvida the Department with an email address If they have one. The emal
pmvided may be used for official communication with the 0consee. However email addresses are public record. If you do not wish Is supply a personal address, pleas
provlde the Department with an 'man address whlM an be made available to the pubpe To determine If you are a licensee under chapter 455, F.S. please ciiek him
Product Approval Aoeepts:
rn KhA
Credit Card
Safe
httpsJAvww.fioridabuilding.org/prIpUpp Ml.aspx7parem=wGEVXQwtDquHOE2Ywe%2bOsAuSaRIO%2fsNjldtoBIC%2f%2bLV98RAA3xJ6YA%3d%3d 212
rForceEngineering & Testing Inc.
19530 Ramblewoad Drive
Humble,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 6IG20-3
Method: 2-B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61GZO-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 19ZO
Validator•
Gary Hartman, P.E. #73227
Contents'
Evaluation Report Pages 1-4
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FL# 27403.1
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rForce Engineering & Testing Inc.
19530 Ramblewood Drive
HumblgTX 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
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 Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: 00V" major rib at 9" O.C.
Panel Roliformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x Y" HWH SDg3 with 14mm neoprene banded 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. Ramatan Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-729 pit
-67.7 psf
a46.9 pzt
+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-V O.C.
4'-O' O.0
'r-0" O.C.
51-W O.0
4'-W 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
Design Pressure mUudes a Safety Factor = 2.0.
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Force EngincCurig & Testing Inc.
195M Ramble od Drive
Humble,TX 77338
Tahla'A'• as na u=.......,.. CHU 111„11 a.
Maximum Design Pressure:
-57.3 psf -
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6'-3"-fi"-3„-6"-3„-6'
6„-3'-6"-3'-6„-3"-6°
6"-3'3„-r-6„-3"-0"
6'-3'4'-3'-6" 21 -6'
Fastener5pacing:
4'-0'O.0
2'-01O.C.
4'-V O.0
2'-0-0.C.
D=;gri r.essum mauvesa aarery tactor=zu.
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 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method forstructural 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. 667-0060T-18A-E, 667-0061T-18A-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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STATE OF :c
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Force Engineering & Testing Inc.
19530 Ituobl.od Drive
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 for wall 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 pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
Ff # 27403.1
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STATE OF ;
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
§12-14 x 3/4' HIM SD3 VI/ I4MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6• 1 3- 6- fi' _ .. 3 _ _ fi' - 3'- 6' 3'
#12-14 x 3/4' HWH SD3 W/ 14MM BONDED NEOPRENE WASHER
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No.44923
M 1 8 2018