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Wall Panel over Open Framing
Florida Product Apw%roval # 6702.1 R6
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Florida Building Code 2020
Category: Structural Components
Subcategory: Structural Wall
'Compliance Method: 61G20-3-005(2):(b)
Product Manufacturer:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
E (!gLn g4�r--Eya I q at o r:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Brian Jaks P,E. #70159
Contents:
Evaluation Report Pages 1 — 4
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THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHA
GREEN ON THE DATL
ADJACENT TO THE SEA]
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIFn ON ANY
'ELECTRONIC
14116702.1 R6
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Allowable Design Pressures:
Fuf 1-cv,
"s I 41�- 940(kr�
The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Section 1709.2.
AG Wd1_11 Panel, 26 Ga. Steel, 36"' Wide, thrOLIgh fastened strUCtUral wall panel.
Structural Application.
Material- 26 Ga. Steel, panel material shall comply with Florida Building Code
Yield Strength�80.0 ksl
Thickness:
Rib Height:
Panel Rollformer:
36 'Ir maximum coverage
1/1 �1 major rib at 9 ff 0. C,
MRS Metal Roliforming Systems
412-14 x Y4`1 HWH SD43 with 5/8"' (16mm) diameter sealing washing or approved
eqLJ,_Al.
Corrosion Resistance- Per Florida Building Code 2020.
Minimum 14 Ga. (Grade .50) Steel tuba framing or Minimum 1.8 Ga. (Grade 50)
Steel hat channel pUrlins/girts. See Table A for steel gauge, Framing must be
designed in accordance w/ Florida Building Code 2020.
FARNPONNAW
Maximum Design Pressure,
59.9 psf
62.5 pst
-83.3 pst
+46.9 psf
4-57.3 psf
Panel Fastener Patterm.
PanelSpan:
Substrate:
*1
Prelcrlurn 7
T-o" O.C.
Min, 14 Ga,
1 Steel Frain
--,
Min. 18 Ga. Steel
—Framing I
. .. ..... . ..
4'-0" O.C.
Min, 14 Ga, Steel
Frami'
S, 01' O»C
Min. 18 Ga.
SteP I F-ran,iinf_l
4`_0" O.C.
Min. 18 Goa.
Steel Framingr)Pziin
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SEP 1 2020 ""o' K
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THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GHLEN ON THE DA JE
ADJACEN-1 TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT AIDE NOT
CONSIDERED SIGNED AND
LA LED AND T1 IL
SIGNATURL MUST K
VEHIFIED ON ANY
ELECTRONIC COPIES.
F1j# 0702.1 R6
Code Compliance:
Evaluation Report Scope:
R
Wmzm=
QualitV Assurance Entity:
Installation:
Insulation:
Panel Fire Classification:
ILK
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Pbmw- '2S*1 W'600 f 2S I, '� W-4'06f�
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The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1709.2.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, as relates to Rule 61G20-3.
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
1. ASTIVI E 1592-05 Test
Force Engineering & Testing, Inc. (FBC Organization tt -TST-5328)
Report No. 183-0063T-16A-E
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # AIDE ID: 12901)
The ASTM E 1592-05 test standard is equivalent to the ASTIVI E 1,592-05 (2012)
test standard.
The r-nanufacturer has established compliance of wall 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.
Install per manufacturer's recommended details.
Manufacturer's approved product (Optional)
Fire classification is not part of this acceptance.
Shear diaphragm values are outside the scope of this report,
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0
SEP 11 2020
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES,
FL# 6702.1 R6
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for w,,-)Il cladding
wind loads. These component wind loads for wall cladding are cornpared 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 2.020
Chapter 22 for steel,. and Chapter 16 for structural loading.
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SEP 11 2020
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAT__.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
14"I-j# 6702.1 R6
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EAKLM- jT NO- 2--7-t--2-7J--PAjjERN
\-IAIN. 18 GA. (GRADE 50) STEEL HAT CHANNrl MAMING
OR MIN. 14 CA. (GRAOF 50) STEEL TUDE MAIAING
(SEE TABLE A FOR SPACING)
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x 314" liwij SD#3 W/ .9/8" (j&jTjrTj) D[WETCR SE4UN6 WASHL,,
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SEP 11 2020 'AL
(THIS ITEM HAS BEEN -
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES,
Fl-j# 6702s 1 R6