HomeMy WebLinkAboutProduct Approval; Structural Wall Components9/20/2618 Florida Building Code Online
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Pmdact Anpmval Memr > Prndnct or Application Search > Spliealian L[A> Application Octal[
FL e FL27403
-- " Application Type New
Code Version . 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywhere.com
arandle Odom
bodom@carportsanywhere.com
Structural Components
Structural Wall
Evaluation Report from a Florida Registered Architect or a Licensed Florid:
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
EL27403 RO COi Letter of Certification.pci
Standard
ASTM E 1592
ASTM E 330
Year
2005
2002
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9/20/2618 r Florida Building Code Online
C
Product Approval Method Method 1 Option D
Date Submitted
06/18/2018
Date Validated
06/19/2018
Date Pending FBC Approval
06/27/2018
Date Approved
(18/15/2018
91oreimae f cy—frir ff
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FL #
Modelr Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rlb 'Wall Panel over open Framing
Limits of Use
Installation Instructions
Approve foe use in HVHZ: No
FL27403 RO IT Hampian Rib Wall Panel Secured.pdf
Verified By: Terrence E.. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-57.3 psf
Evaluation Reports
Other: See Evaluation Report for various.Design Pressures.
FL27403 RO AE Hampton Rib Walt Panel Secured.pdf
Install per Manufacturer's Details. Not far use In HVHZ Zones.
Created by Independent Third Party: Yes
t
27403.2 I Resi-Cap Siding Wall Pane(
Resf-Lap Siding Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL22403 RO Ii Res[ -Lap Wall Panel secured.p f
Approved for use outside HVHZ: Yes'
Veriff2d 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 V-0" D.C. -37.0 psf at 4'-0" D.C. Install per
FL77403 RO AE Residao Wall Panel secured.odf
Manufacturer's Details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
Contact Us:: 2601 81*Stone Road, Tallahassee R 3I399 Phone: 0SO.407-10;K
The State of Florida Is an AA(ff0 employer. I;-
pyrlght 2007-7013 State of Fladdo.:: PdVaN Statement :: Accessibility Statement:: Rerund statement
Under Florida law, email addresses are public retards. If you do not want your e-mall address released In response to a pubtfc-records request, do not send eieetranh
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any qutstfous, please contact OSOAD7.1395. •Pursuant to Section 455.275(r
Florida Statutes, effeNve October 1, 2012, ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emal
provided may be used for official mmmunlcaUon with tha licensee. However email addresses are public record. V you do not wish to supply a personal addmss, pleas
provide the Department with an email address which an be made available to the public. To determine If you arc a licensee under Chapter 455, F.S., please elicit ht14
Product Approval Accepts:
Credit
Safe -A
srSurit)'nir•.�•Rits'i�
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rF7orceEnMginecring & Testing Iic.
19530 Ramblewood Drive
Humblc,TX 77339
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 21403.1.
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
Eneineer Evaluator:
Terrence E. Wolfe, P.E. 8 44923
Florida Evaluation ANE ID:1920
Validator•
Gary Hartman, P.E. k73227
Contents:
Evaluation Report Pages 1-4
*� No.449� (�.
a STATE OF q
suseras ��� FS 0 gum
FL# 27403.1
Jv-411� 1.8, zois
i�
rF7orccEz�ygoincenng :Tesding. Inc.
19MO Ramblesvood Drive
FiumblgTX 77339
Compliance Statement
The product as described in this report has. demonstrated compliance with the
Florida Building Cade 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 690 Grade SO
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. orderthickness
Width: 36" maximum coverage
Rib Height: VV major rib at 9" O.C.
Panel Roll former. MRS Metal Rollforming Systems
Panel Fastener:,
1112-14 x '/." HWH SOW with 14mm neoprene bonded washing or approved
equal, "
Corrosion Resistance: Per Florida Building Cade 2017.
SubstrateDescription:
Minimum 14 Ga. (Grade 501 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. .Hamotan.Rib Wall Panel
Maximum Design Pressure-
-57.3 Psi
72.9 psf
-67.7 psf
+46.9 psf
+543 psi
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' D.C.
4'-0" O.C.
5'-0" Q.C.
4'-0"O.C.
Substrate:
Mln.'14 Go.
Steel Framing
Min.14 Ga.
Steel Framing
Min.14 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
-uesign rressure mnuaes a satery tactar= z.u.
FL# 27403.1
``tstyttlfrjrs�''
ti Q.Q�.S CENSF;n•ii
No. 4e L ��
�'J
STATE OF
'•��` AL Oki
a ODDW. .
ascm ��i I� o Ift 11 ri 1 N 0
JV4%& 18, 2-01-5
rl;c�rcc Engincenng & Testing Inc.
195301tnmbtewood Dtive
Humble,TS 77338
Ta{.In nnn 9t! r•. u.......�� OIL 111.:11'n--..1
Maeiinum Design Pressure:
-573 psf
-156.9 psf
+39.0 psf.
+143.1 psf
Fastener Pattern:
6"-3"-6"-3"-6"-3" 6'
6"-3"-6-3"-6n3"-6"
6%3--6--3"-5"-3n-6"
6•-3„_6"-3n,6°-3,• 6n
Fastenerspadng:
4'-0" O.C,
Y 0 O.0
4'-0° O.0
2'-0" O.C.
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 61G2O-3.
Performance Standards: The product described herein has demonstrated compliance with:
n 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 RTST-5328)
ReportNo. 667 OO6OT-ISA-E, 667-0061T.-18A-D
2. Certificate of Independence' '
By Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering &Testing, Inc.
(FBC Organization fl ANE 10:1920)
Quality Assurance Entity: The manufacturer has established compliance of roof panel products In
accordance with the Florida Building Code and Rule 61G203.0O5 (3) for
manufacturing under a quality assurance program audited by an approved
quality assuranceentity.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
Panel Fire Classification: Fire classification is not part of this acceptance.
�,���1lII1JIrJ�J' .
CENSF��`%
No. ±9
?' STATE OF : a
. 7s .
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:S1. pram +��+ssZ CU
RIB .G,St',�
rxm iJ/r� O ,'rills L
FL# 27403.1
i"-,e,1.8, 2028
rFoxcengiaeenng &Testing Inc.
19330 R=blawoad Drivc
Humblc.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 vsll 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.
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No. 4e
STALE OF
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EL# 27403.1 ,Mill
JI,*Lh e,1.8, 201.8
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
112-14 K 3/4• HUH 503 VI/ 141$1.I BONBEO NEOPRENE:}MASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6 3
`-B12-I4 z 3/4•'Will SM VI/ I4LIM OONOEO NEOPRENE YIASIIER
01 FIo11d0
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(A[1N 1 8 2018