HomeMy WebLinkAboutEVALUATION REPORTFLH 27402.1
rForce7Engeinccr ng & Testin95aambi.,".d Drivc
Humble,TX 77333
Product Evaluation Report
CARPORTS ANYWHERE
Hamptan Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule 61G20-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
308S8 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
,3tt31t111111,I,,
4P�1 CE Ar
No. 48nn % ': (I.
•a • STATE OF ; q
s cn� rrrFS.,
SC.A
St Cucl® Go nhr
Ju,Hz1-8, 203.8
i;
LJ Force Engineering & Testing Inc. LJ
19530 Ramblcwood Ddve
Humblc,TC 77333
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: 34" major rib at 9" O.C.
Panel Rollformer: MRS Metal Roliforming Systems
Panel Fastener: #12-14 x '/," HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1S07.4.4.
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" 26 Ga. Hampton Rib Roof 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'-o" 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. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
*Design Pressure includes a Safety Factor =2.0.
,:bQ-Q ;4t CEpSF<�i
H,. ��
F�
*
STATE OF : m
i
FL# 27402.1
JU41-ems 19, 2018
TF
Force Engineering &Testing Inc.
19530 Rnmblewood Drive
Humblc,TX 77330
Table "B" 29 Ga. Hamoton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf'
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6"-3"-6"•3"-6"
6"-3"-6"-3"-6"-3"-6"
6"-3"-6"-3"•6"-3"-6"
6"-3"-6"-T4- 3"-6"
Fastener5pacing:
4'-0" O.C.
T-0" O.C.
4'-0- 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 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. 667-006OT-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization 9 TST-5328)
Report No. 667.0060T-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ 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.
settsuunrrrq
i
C..
Ji �.�•IW.449�v
STATE OF ;
i P 4
0a.pL0R19A 4�
usrm r�'t4l OHnt•
L N,%sa
FL# 27402.1
JM 4%e$ 18, 2-018
Force Engineering Ec Testing Inc.
19530 Romblewaad Drive
14um61c,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.
i 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 component wind 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 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.
FL# 27402.1
t�3nurrtrrrr
`� 4��1 CEPfSF,IT+�
N.. a4s�
�'^• SPATE OF ;rr�
04,�
A
'Al
Jtn.v& 18, 2.01-5
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
12—I4 . 3/4" IIWH SD3 V7/ I41AM BONDED NEOPRENE V/ASHCR
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6 3 6�. _ 31. 6.. 3.
1112-14 . 3/4" HWH S03 4f/ I'Mi BONDED NEOPRENE WASHER
OIota of FlmiAO
ROJ6
asm
[rEF
rrrrp/rp��� i
Ns
N!o. 44923
° STATE OF
9DI 1 8 2018
SCANNED
Ltacie Coup
Force Engineering & Testing Inc.
ty
19530 R..bl.00d Dclve
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 61620-3
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 AN ID: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
t,NE, tC E r rrt rti�
S% @ ..... h,0 oe
CE
ja
STATE OF : o;
i ' o4
.,,,� . FL o It1 ID P �+4 %
i ��� F
`r,r - aV ���
warm ��I SOH nr1� O`,
FL# 27403.1
JIA nPi 18, 203.8
rForce Engineenng &Testing Inc.
19530 Aamblewood Drive
Humblc,TX 77333
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: '''/" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming 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:
14 Ga.
Steel Framing
Steel
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
"Design Pressure includes a Safety Factor = 2.0.
%% N,C E' E r I
r�r.
O Pi
C E N S F •O �:
li'� � •. ems- 40,
e STATE OF
AL O RI 1)
irOHrrtstw`a
FL# 27403.1
Jiutz18, 2018
Force Engineenng & Testing Inc.
19530 Ramble ,00d Drive
Hemblc,TX 77339
Table "B" 29 Ga. Hampton Rlb Wall Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"_3"-6"-3"-6"-3"4"
6"-3" 6"•3" 6"-3"-fi"
6"-3"-6"-3" 6" 3"-6"
6"-3"-6"-3"-6"-3"-6"
Fastener Spacing:
4'-0" O.C.
2'-0" O.C.
4'-0" O.C.
2'-D" 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 # TST-5328)
Report No. 667-D060T-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization q 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: Manufacturer's approved product (Optional)
Panel Fire Classification: Fire classification is not part of this acceptance.
,ttttl111 rlllr7j'
6N,C E.
C 8 At
^r' STATE OF -
sxxmrms 10O Of • FL 0 RI I)
1 * ,
�rpm's et��G%
FL# 27403.1
jv-o_e 18, 2018
Force Engineering &Testing Inc.
10530 Rumbi..d 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.
.♦♦♦,♦H C E t E r rrr��i
♦♦ E . ... , iYp �i
A Flo. 4N %
!b• STATE oP :q
Qj
ID fi
..♦ At A 41
F . 0 RL ..g♦♦�
• .. Cf ♦
•xrm ��r SOH ntt0 ♦♦♦♦
FL# 27403.1
' Ju.vl.e-18, 2D18
D
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-14 x 3/4' HWH S03 W/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6 -.-3 -,- 6.. '_3-.- 6. _._3_._ 6' 3,
#12-14 x 3/4" HWH SD3 W/ 14LIM BONDED NEOPRENE WASHER
CElEuip��:conuaaa
N :UIffm
Ro.44923 ••�� % n
13 ', STATE 0
O
1(JON182018