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Pmabpa Ano-wat Menu > Pmand or Pmlication Slab > Nmli<ation Lrst > Application Detail
FL
FL27403-R1
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Carports Anywhere
Address/Phone/Email 10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@carportsanywh ere.mm
Authorized Signature Brendle Odom
bodom@carportsanywhere.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Flodda Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Terrence E. Wolfe
the Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, I.I.C.
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Brian ]aks, P.E.
Validation Checklist - Hardcepy Received
Certificate of Independence
FL27403 RI COI I etter of Certification. ad
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date Submitted 08/08/2019
Date Validated 08/09/2019
Date Pending F13C Approval 08/26/2019
Date Approved 10/15/2019
FL #
I Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL27403 RI It Hampton Rib Wall Panel over open
framino.odf
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +46.9 psf/-57.3 psf
Other. See Evaluation Report for various Design Pressures.
Created by Independent Third Party: Yes
Evaluation Reports
Install per Manufacturer's Details. Not for use in HVHZ
Zones.
FL27403 Rl AE Hampton Rib Wall Panel over open
framing.odf
Created by Independent Third Party: Yes
27a03.2
Rest -Lap Si in9 al Panel
Res dap SI Ing a anel over open rem ng
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27403 RI 11 Res! -Lap Wall Panel.ndf
Veri0ed By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +40.0 psf/-37.0 psf
Evaluation Reports
Other: +40.0 psf at 4'-0' O.C. -37.0 psf at 4'-0' o.c. Install
per Manufacturer's Details. Not for use In HVHZ Zones.
FL27403 R) AE Resi-Lao Wall Panel.odf
Created by Independent Third Party: Yes
C.nt,d Us;: 20161,11 Stone Read. ranaleorwi FL 32395 Plmnc 85D.R7-1624
rose Sure of Rumba is an ANEED employe. CoowlOM1e 2007,2013 State of Floods.:: Povepr Statement :: AcceseibiGN Statement -: Refund Statement
Under Flaoda law, owed addresses an Quaid records. If she do net wand your e,mad address released N M1sX.ed to a pubFK-remNs lepuest, do not send elttUoniC
mail on this entity, instead, ronh2 the ends by phpx of by traditional nu - if you have any Questions, please contan es0Aa7.i395.-siosuaN to senbn
455.275(1). Verde sutures, edfedow, October 1. 2012, .emcees IvnsM under Chapter, 455, F.S. must predate the Department wdM1 an email addessV th, have
one, me emits povided may be used for oflluaI cammunlnoon with the Iken se. However snail addresses am public record. Ifyou do not wish to supply a
personal address, of... provide the Department with an areas address which on be made available to the pudic h determine U you an a caused under chapter
455, F.S., please da �h.
ProdYR Approval Accepts:
Credit Card
Safe
Force Enginee`rinag & Testing Inc.
19530 Ramblewood Ddve
Humble,TX77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1 R1
Florida Building Code 2017
Per Rule 61G20-3
Method: 2—B
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
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
,,,ill lli 111/III/
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No. 493� / I
STATEOF
�i�R` • At 0 RI
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FL# 27403.1 RI
August 8, 2019
A F4
rForce Enginee& Testing Inc.
19530 Ramblewood Drive
H.bl.,IX 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
structural wall 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 Rallforming 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. 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 Wall 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:
5'-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. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
-Design Pressure Includes a Safety Factor = 2.0.
FL# 27403.1 R1
E/Zt(r7j7,,
.....
f NO, 4992Y A /
STATE OF
•FLOxIbA••`
%%
August 8, 2019
rForceEngineerutg &Testing Inc.
195301tambl.od Ddve
Humble••10t 77338
Table'B" 29 Ga. Hamoton Rib Wall Panel
Maximum Design Pressure:
-573 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattem:
6"-3"-6--3'{"-3--6-
6--3--6'-3--6"-3"-6"
6"-3"-6'-3"-6'-3'-6'
6"-3"-6'-3"-6'-3'-6'
Fastener5pacing:
4'-0' O.C.
2'-0' O.C.
4'-0" O.C.
2'-D' O.C.
Substrate:
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
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 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 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization B TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization 11 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 quality assurance program audited by an approved
quality assurance entity.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
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STATEOF ;
FL# 27403.1 RI
August 8, 2019
Force Engineering & Testing Inc.
19530 namblewond Ddve
Hwnbk,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 componentwind loads forwall cladding are compared to the
allowable pressure listed above. The design professional shall selectthe
appropriate erection details to reference in his drawings for proper fastener
attachmentto 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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E�V1 cE NSF
STATE OF ;
P.
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,rN At
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FL# 27403.1 RI
August 8, 2019
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
112-14 x 3/4' H'!M SW W/ 14MM BONDED NEOPRENE. WASHM
29 GA. HAMPTON RIB FASTENER PATTERN
O' _ 3' 6' . _ 3'_ _ 6' 3' 6' 3'
12-14 x 3/4' RYM SD3 17/ 141AIA 00110E0 NEOPRENE WMIIE2
111111 Ito ul Flo111�
E.1 �"Y/C esi
No. 44929 •'•��-
ST.4TEE 0
August 8, 2019
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Presets Annrnval Menu > prpau[t nr Aoolicnlion SnartM1 > Anoli n(on Lkt > Application Eaton
r FL #
FL27402-RI
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Carports Anywhere
Address/Phone/Email 10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywh ere.wm
Authorized Signature Brandie Odom
bodom@carportsanywhere.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity PRI Construction Materials Technologies, I.I.C.
Quality Assurance Contract Expiration Date 06/23/2023
Validated By Brian ]aks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL2740Z RI COI Letter of Certification. odi
Referenced Standard and year (of Standard) Standard Year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/08/2019
Date Validated 03/09/2019
Date Pending FBC Approval 08/26/2019
Date Approved 10/15/2019
Summary of Products
FL #
Model, Number or Name
Description
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open F2ming
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27402 RI 11 Hampton Rib Roof Panel over open
Framina.ndf
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.
FL27402 RI AE Hampton Rib Roof Panel over open
framing.pdf
Created by Independent Third Party: Yes
Conrad un :: 2601 stair Stone Road Tallahassee FL 32399 Mono: 050407,1821
The State of Florida Is an A VEE0 erop Flyer. Codwlnbt Z007-Z013 State of norkla.:: pdv¢v Statement :: ArmstibNN Statement :: Refund Statement
Under Honda law, crowd addresses are publik lemrds. U you do not want your e-mall address released in meomm to a vuWk-remNs reauast. do net send ele
IM may
provide
Iddress whit, an be made ava0abl
455. F.S., please cm, fiea_.
product Approval Accepts:
gg
Credit Card
Safe
phone mmad 850.407.1395. -pursuant to Section
aide the Depamrent with an crnail address It they have
sses are public record. [(you do not wish to supply a
public To determine V you are a Ilmnwm under Chapter