HomeMy WebLinkAboutPRODUCT EVALUATION REPORTrForceEntgi,ee*, &Testinglnc.
19530 Rambl�dd Dzi�
H.blc;rX 77338
Product Evaluation Report
CARPORTS ANYWHERE
SCANNED
BY
St. Lucie County
Hampton Rib Wall Panel over open framing
Florida Product Approval # 274011
Florida Building Code 2017
Per Rule 6IG20-3
Method: 2-B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 6IG211-3.005(2)(b)
NON HVHZ
Product Manufacturer�
Carport Anywhere
10958 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Valklator:
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1- 4
FL# 27403.1
E. P-
C E tj 3
STATE OF
0 P.1 1)
-tl 0
Jv+xz,:L8, 2018
rForce Engemeening & Testing Inc.
19530 R=bl..d Dd.
H.bL-;FX 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. StructuralApplication.
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 V O.0
Panel Roliformer: MRS Metal Roliforming 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 IS 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 Pattern:
2-1-2-1
2-1.2-1
2-1-2-1
2-1-2-1
2-1-2-1
PanelSpan:
s,-r o.c.
4I-v o.r-
4,-w o.a
s,-w o.c.
4'-T D.C.
Substrate:
Min. 14 Ga.
I Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
I SteelFramine
-Design Pressure includes a Safety Factor - 2.0.
FL# 27403.1
L1 a I
E.
I C E N S
No. 40
STATEOF
"Z 0 p -1 ID I-
ON ji L
JV*Lt,18, 2-018
rFotce Entgincerung & Testing Inc.
19530 Rarablevrood Di,.
Humble;IX 77338
Table"B"29 Ga. Hamoton Rib Wall Panel
Maximum Daign Pmvatre:
-573 pd
-150.9 Psf
.39.0 psf
+143 "1 Psf
FastenerFattem:
._S_—
6'-3 _3'-6'-3'-G.
FastenerSpadng:
4!-V O.C.
r-V O.C.
4'-G- O.C.
2'-0- 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 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 h TST-5328)
Report No. 667-OOSOT-18A-E, 657-0061TABA-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
[FBC Organization # ANE ID: 1920)
Quality A�urance EntitT. The manufacturer has established compilance of roof panel products In
accordance with the Florida Building Code and Rule 614320-3.005 (3) for
manufacturing under a 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.
�%'l %% I r j I
% f, yi C E F-
.. ..........
CE 1143
No. 40e
STATE OF cr
op.,
0'
c" 4, ' 10'
11'04�L SO %%
IJ11111,11,
FL# 27403.1
Ja*t,& Is, ;Z01 8
rForce Eogmcerning& Testing Inc.
19530 Rambl�d Dd�
Hurnble;IX 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 componentwind loads for wall 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
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter22 for steel, and Chapter 16 for structural loading.
FJJ 21403.1
% %V �.q E. 'If
1�0 If
C E tj
4-
No. 40e�
10
STATE OF
.4W
OIL, V
f0"I'VI .. 0-*6
J&w�&18, 2018
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
dl 2-14 . 3/4' KVH SD3 W1 14LOA BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATrERN 6"-3"-6'-3'-6'-3"-6-
6. 3.
4 x 3/4' HYVH S03 W1 14LIM BONDED NEOPRENE WASHER
st�w df Fladda
Qox
jpom
No. 44923
M
�TK, S�
I MN 18 2018
I r
FL# 27402.1
rForce Engincenng Testing Inc.
, .r
',j�.j��ng Inc.
1900R...b1moodDd.
Uu.bk,TX77338
Product Evaluation Report
CARPORTSANYWHERE
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: GIG20-3.005(l)(d)
NON HVHZ
Product Manufacture
Carport Anywhere
20858 S.E. County Road 221
Starke, Florida 32091
EngmeerEvaluator
Terrence E. Wolfe, P.E. # 449Z3
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. #71Z27
Contentsi
Evaluation Report Pages 1-4
......... .. ?�.
CE N
4w 4
A.
STATE OF
13
'z ORtD I -
SCANNED
BY
St. Lucie County
JV*%t'I8' 2018
I r
rForce Engincerung & Testing lnc�
19130R.bl�ad[Dci�.
Hunnhle;M 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.; 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Y" major rib at 9" D.C.
Panel Rollformer. MRS Metal Rollforming Systems'
Panel Fastener:
#12-14 x Y" HWH SD#3 with 14mm neoprene banded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 201�, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum IS Ga. (Grade 50) Steel framing. See Table A & B forsteel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures;
Maxhmum Design ilressure;
-S7.3 Pat
-72.9 psf
-67.7 Psi
+46.9 Mf
+54.7 of
Partel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'.0" D.C.
4'-D' D.C.
4-V D.C.
V-0- O.r—
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 18 Ga.
SteelFraming
Design Pressure inClUdes a Safety Factor - Z.a.
FU 27402.1
%%% v; E F-
01 * JIVO
C P t4 3 10
No. 'I me
STATE OF
0 RT
01 46
DOIL 'r . . %%
e X/ ... ... 4N
J V4�& 18, ;Z01 8
rFo,ce Friguncenn Teatinglinc.
19530 Raunbllo.d Dd�.
H%unbic= 77338
TAl. '11' 74 r. nih
MaximumDesignPress;ure:
-S7.3 pf
-25M9 psf
.39.0 pff
+143.1 psf
PastenerPattem:
6�3-V-3--6�r-fi-
V-3'-V.31-V-r-V
FastenerSpadng:
4'-W D.C.
r-V G-r-
4'-W O.r-
2'-G'O.C.
Design Pnenure includes a Safety Factor = 2.0.
Code Compliance: The product descTibed 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 If TST-5328)
Report No. 667-006OT-M-E, s67-cosimm-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization It TST-5328)
Report No. 557-006OrT-18F, 667-COSIT-18E
3. Certificate of Independence
ByTerrence E. Wolfe, P.E. (No. 449Z3) @ Force Engineering & Testing, Inc.
(FBC Organization # 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.
F14 27402.1
%%% t'1111,11111, I -
% % viS 9 r- .,I
' 1�0 ,O�,
C E JkJS
No
o STATE OF
I
e
00 11�z OR.,
Go&
03070 ... ...
-*1110"iL S00
jifilill't
Ju*t,& 18, 201-8
rForce Engineering & Testing Inc.
19530 Ftabl..d Dd��
Humbte,TX77336
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 lops.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturees approved product (Optional)
Hoof 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 component wind loads for roof cladding are compared to the
allowable pressure listed a bove. The design professional shall select the
appropriate erection details to reference in his drawings fa r pro p er fastener
attachment to his structure and analyze the panel fasteners fo r pullout and
p ul lover. Support framing must be in compila nce with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structum I loading.
FL# 27402.1
'S'1111111111'j,
C E Ai
No. 449
STATE OF
0e. PZ OF I
%
St ... ...
ti'l 0Njj. V-
III 11110110%%
J V&A4, 3.8, 2-01- 8
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-14 x 3/4' HWH SD3 VI/ 14MIJ BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3'!-6"-3"-6'
6' —, — J. —, — 6. - . - 3. - . - 6. 3. 6. 3-
\-#12-14 x 3/4" HWH S03 W/ 14MM BONDED NEOPRENE WASHER
fto af Fladds
MOA
#am
S.
No. 4499-3 % V"?�:
STATE OF
.r
I MA 1 8 2018