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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGr
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> Application List > Application Detail
Four Seasons Building Products
7815 American Way
Groveland, FL 34736
(352) 787-7766
bkaufmann@fourseasonsbp.com
Bill Kaufmann
bkaufmann@fourseasonsbp.com
Bill Kaufmann
7815 american Way
Groveland, FL 34736
(800) 342-9077
bkaufmann@metalsusa.com
BILL KAUFMANN
7815 AMERICAN WAY
GROVELAND, FL 34736
(352) 787-7766 Ext227
bkaufmann@metalsusa.com
Category
Roofing
Subcategory
Metal Roofing,
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
s Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
02/16/2020
Validated By
CBUCK Engineering
•' Validation Checklist - Hardcopy Received
Certificate of Independence FL18464 R1 COI certificate of indeoendencepOf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1504
1507.4
1609
C
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 2 Option B
1 _
f 10/20/2017
10/20/2017
10/26/2017
j 12/12/2017
1
FL #
Model, Number or Name
Description
18464.1
Rhino Steel Riser pan and Twin Vee
Steel roof panels for outdoor patio products. residential or
panels ;
commercial patio covers, carports, screen rooms, awnings,
canopies,walkway covers, sheds
Limits of Use
Installation Instructions
Approved for use in HVHZ: No f
FL18464 R1 II 2017 Four Seasons Steel Rhino Panels Install
DWG.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Steven Moraga 64609
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: see installation instructions for span tables
Evaluation Reports
FL18464,_RS__AE..._20.17_Four Seasons_Rhino„Panel. Evaluation
Report,pdf
j
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copvrial J: 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to: Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S..must provide the Department with an email address if they have one. The
entails provided may be used for official communication with'the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide 'the Department with an email address whicti can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
® tu'
Credit Card
Safe
securI"T;'££RiGS
FOUR SEASONS
-
- T
>I
_
I
LOCK PANELS TO INSTALL
3" RHINO PAN PANELS
Exposure B ASCE 7-10 Ultimate Design Pressure Spari Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
110
18.4
12.68
120
21.2
11.94
130
24.8
11.38
140
28.8
11.00
33.0
10.60
160
1 37.5
10.17
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED(ATTACHED)STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
E. 110
19.0
12.49
120
22.6
11.82
130
26.5
11.27
a 140
30.8
10.81
150
35.3
10.38
160
40.2
9.92
PRODUCT APPROVAL, (DETA.MS: "
•
BLF)G CODE-: 2017 FLORIDA BUILDING CODE
D ❑ K I M
•
HVHZ: NOT FOR USE IN HVHZ
S, ASSOCIATES, LLC
•
LIMITS OF USE: FOR PATIO USE ONLY.
C O N S U LTI N 13
-CARPORTS
S
T R U CT U R AL
-PATIO COVERS
ENGINEERS
-SUNROOMS
-SCREEN ENCLOSURES
PO BOX 10039
-CANOPIES
Tampa. FL 33679
-OTHER SIMILAR MINOR STRUCTURES
Notes:
RevlDate Description
- 1.
Steel roof panels shall be of Grade 40AZ 50 Galvalume Steel or approved equal.
o_
.17 Issu6o
2.
Roof panel metal thickness tested: nominal 0.019".
3.
Product materials conform to ASTM A653.
_
► 4.
All inside bend radii are 0.047 unless otherwise noted.
' 5.
Standard Manufacturing Tolerances:
Dimension + / - 0.005
Radius +/- .005
Angle +/- 1 °
-
6.
Product test report for 0.019" Thickness Rolled 3" Riser Roof Panels, Test Report No.:
F7038.01401-44, June 27, 2016. ASTM E330/E33OM-14. Architectural Testing, Inc, an Intertek
of
company, 2250 Massaro Blvd., Tampa, FL 33619.
w
=
7.
All product performance specifications and construction requirements shall be engineered by a
no
F
- ___- ------ -- T.
licensed design professional in accordance AISC Steel Construction Manual and Wind resistance
o
3 �
W
for conformance to FBC Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30
0-
w
for Roof Components and Cladding for Enclosed and Open Structures. Effective area for wind load.
a'
7
calculations based on 36 sq. feet (absolute value of controlling design pressure is shown on span•
a
0 0
-- - -
tables).
to
0 Di
8.
Span schedule show maximum roof panel spans between supports. Max. span deflection limit L/60.
rn
W of
9.
Mean roof height of structure shall not exceed 15 feet above grade. Span tables for open structures
C
4 >
based on 5° max. roof slope. Span tables for enclosed structures based on 27' max. roof slope.
N
cc
LLO U w
10.
Each roof panel shall be connected per design professional's instructions, but shall have min. of
rn
O 0 0�
W �
(3)-# 10 SMS w/neoprene gasket and washer at each support point (or other approved connection by
o
Z 4
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
110
22.2
12.00
120
25.0
11.44
130
1 30.0
10.88
140
34.8
10.43
150
39.9
9.95
160
45.4
9.43
Exposure C
JASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED(ATTACHED)STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
110
23.0
11.74
120
27.3
11.14
130
32.1
10.69
140
37.3
10.19
150
42.7
9.68
160
1 48.6
9.16
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DRAWN BY: DYK
CHECKED BY: WN
SCALE: ASSHOWN
DATE: 3N 611C- -
DO YEON KIM• P.E.
SY FLA. REG. NUMBER 494A -
- DO KIM 8 ASSOCIATE S,WCC
0 S-Z9## 26887 _ 'U
a� Pal�d3 L D�P,,
This item has been electronically signed and - ©n/A L
sealed by Do Y. Kim, PE on this date using a Digital . . . -
Signature. Printed copies of this document are not
considered signed and sealed and the signature
must be verified on any electronic copies.
2017.10.18 10:24:47-04'00'
Drawing No. - 340316
SHEET 1OF2
FOUR SEASONS
EEO Bu117-DING , f IODUCa
LOCK PANELS TO -INSTALL
s -. -
-
-- ---- 12.661"
- - -
-
i
0.151 " !� -
- 0.947"
0.236" -- - - 0.995"
-
N
co -
- 0.725"
- 0.750"
C�
- -
--0 .0981,
-
1
0.247"
CD
0.130" -- -
- - 0.175"
CICtoO
�9D �-
- 1.027"
N " -
- 0.350rr
0 0.350" -
--. �
- 0.093"
t` - - ---
r TYP-
-- 1.480" 1.895" -- -- 2.207" --- 2.207" -
- 1.895" 1.536" --
-- --
---- --- 11.920" --
- -- -- -- -
2.5" RHINO -TWIN VEE PANELS
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
0.024" span (ft)
110
18.4
11.37
13.09
120
21.2
10.71
12.32
130
24.8
10.21
11.75
140
28.8
9.87
11.36
150
33.0
9.51
10.94
160
1 .37.5
9.12
10.50
Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED(ATTACHED)STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
0.024" span (ft)
110
19.0
11.08
12.94
k
120
22.6
10.49
12.25
130
26.5
10.00
11.68
140
30.8
9.59
11.20
150
35.3
9.21
10.76
160
40.2
8.80
10.28
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
0.024" span (ft)
110
22.2
11.23
12.92
120
25.0
10.71
12.32
130
30.0
10.18
11.72
140
34.8
9.76
11.23
150
39.9
9.31
10.71
.160
45.4
1 8.82
10.15
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED(ATTACHED)STRUCTURES
Wind Speed
Design Pressure
0.019" span (ft)
0.024" span (ft)
110
23.0
10.95
12.79
120
27.3
10.39
12.14
130
32.1
9.98
11.66
140
37.3
9.51
11.10
150
42.7
1 9.03
1 10.55
160
48.6
1 8.55
1 9.99
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
RevJDale Description__
_0 ISSUED
-0 (n
W
IL W w
ofF-
0 00
LL
m
m wit
0 Q j
0
a0�
ULLI
rn O0x
3
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Q
LL O 0 a "
--- - --- - P: ? ui Of
zof Of I U)
W U W a. 0
J CO WofZ
U O U
CHECKED BY: DVK
SCALE: AS SHONM
DATE: 3/16/14
BOO \GENk
Do YrI59 KIM. P.E. _
FLA. REG. NUMBER 49,497
.15
a =
50
"D DO KIM 8 ASSOCIATES:
CA# 26887 '
��. TUBOX 10039
.This item has been electronically signed and tSsi.' FiTV ti tv � 3�677
sealed by Do Y.Kim, PE on this date using a Digitai'., 70NAL
Signature. Printed copies of this document are not riiir _
considered signed and sealed and the signature _
must be verified on any electronic copies.
2017.10.18 1024:32-04'00'
Drawing No. - 340316
SHEET 20F2