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18464.1
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FL#
Type
Manufacturer
Validated By
Status
FL18464-
Revision
Four Seasons Building Products
FL#: FL18464.1
James L. Buckner, P.E.
@ CBUCK Engineering
Approved
R1
History
Model: Rhino Steel Riser pan and Twin Vee panels
(561) 491-9927
Description: Steel roof panels for outdoor patio products. residential
or commercial patio covers, carports, screen rooms, awnings,
canopies, walkway covers, sheds
Category: Roofing
Subcategory: Metal Roofing
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEEO employe, Cuoym it 2007-2013 Stare 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 send electronic
mail to Nis entity. Instead, contact the pffce by phone or by traditional mall. If you have any questions, please contact 850.487.1395.-purawnt 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
e official
maps proNded may be used for ocial communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address,
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v
O1:; FOUR SEASONS
U BUILDING PRODUCTS
LOOK PANELS TO INSTALL
5 R15S PER 1V%[L EQUALLY ;RACED
IY
3" RHINO PAN PANELS
Exposure, B JASCE 7.10 Ultimate Design Pressures an Table
OPEN STRUCTURES
Winds eed
Design Pressure
0,019"s an(ft)
110
18.4
12.6E
120
21.2
31.94
130
24.8
11.38
IQ
28.8
11.00
150
33.0
10.60
160
37.5
10.17
EKPOSnreR
IASCE 7.10 Ultimate Design Pressure San Table
ENCLOSED
ATTACHED STRUCTURES
WadSpeed
Design Pressure
0,019"span f[
110
19.0
12.49
120
22.6
11.82
130
26.5
11.27
140
30.8
10.81
ISO
M.3
10.38
160
40.2
9.92
PRODUCT APPROVAL DETAILS:
•
BLDG CODE: 2017 FLORIDA BUILDING CODE
•
HVIIZ: NOT FOR USE IN HVIIZ
•
LIMITS OF USE: FOR PATIO USE ONLY.
-CARPORTS
-PATIO COVERS
y� 1t
-SUNROOMS
-SCREEN ENCLOSURES
-JJI -..__._.___.--._._..,J
-CANOPIES
-OTHER SIMILAR MINOR STRUCTURES
Notes:
bP3G" 1
Stecl roofpaocls shall be of Grade 40, AZ 50 Gulvulame Steel or approved equal.
r2.
Rcufpanel metal thickness tested: nominal 0.019".
3.
Product materials co niunn to ASTM A653.
4.
All inside bend radii arc 0.047 unless otherwise noted.
5.
Standard Manufacturing Tolerances:
"
Dimcasiva+/-0.005
r
Radius+/".005
~"
Angle, +/-I-
I 6.
Pmduct test report fur 0.019" Thickness Rolled 3" Riser Roof Panels, Tat Report No.:
ale f-rP; `
F703801401.44,1une27,2016 ASTM E330l8330M-14.Archnectuml Tastmy lne an lntermk
p
company, 2250 Ms..vo Blvd., Tampa, FL 33619.
i 7.
All product performance specifications and concoction requirements sleall be engineered by a
---�x------'�- I
licensed design professional in accordance AISC Steel Construction Manual and Wind resiswacc
fur conformance to FBC Chapter 16for Components and Cladding Loads, A6CE 7-10 Chapter3U
for Roof Components and Cladding for EnclOscJ and Open Sinmmrcs. Effective mesa for wind load
calculations based on 36 sy. fret (absolute value of controlling design pmssurc is shown an spun
_ --
tables).
8.
S fen schedule show maximum roof panel spans benvew supports. Max. span deflection limit U60.
9.
Mean roofheight of structure shall not exceed 15 feet above grade. Span tables for open structures
based on 50 max. roof slope. Span tables for enclosed suuctums based on 27° max. roof slope.
10.
Each mCfpmmI shall be connected per design profissiormh instructions, but shall have min. of
(3),II10 SMS whmoprane gasket and washer at each support point (or other approved connection by
desiym professional).
Exposure C
ASCE 7-30 Ultimate Design Pressures an Table
OPEN STRUCTURES
Wind6 eed
Desl nPressure
0.019"span (ft)
110
22.2
12,00
120
25.0
11.44
130
30.0
10.88
140
34.8
10 3
1 0
39.9
9.95
160
45.4
9.43
Exposure C
JASCE 7-10 Ultimate Design Pressure San Table
ENCLOSED
ATTACHED STRUCTURES
WindSpeed
Design Pressure
0.019"span R
110
23.0
11.74
120
27.3
11.14
130
32.1
10.69
140
37.3
WAS
150
42.7
9.68
LEE
48.6
9.16
This Item has been electronically dgned an
sealed by V. Y. Nlm, PE on this dateusing a
Signature. Printed copies of this document
co o dered signed and sroletl srd,heslgn.
must be verified on any electronic Copies
D❑ KIM
6 99MGIATES. LLC'
CONSULTING
STRUCTURAL
ENGINEERS
Pa Cox 1=9
I., FL 1a.
1,.. Initial
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P, REG. NCMCEe,ID&V
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n„ n.i
Drawing No. - 30316
SHEET tOF2
I
P�f FOUR SEASONS
L:J BUILDING PRODUCTS
0.151
io�0.130"" -
c 0.350"
LOCK PANELS TO INSTALL'`
q J '
V
0.947" 0.236" 0.995" 0.725"
0.750" o r
- 0.0981, r r 1
--r o 247°
i
\� ! r 0.093 TYP.
�\ 1_L
1.480" �_l.895" --�---- 2.207" - -- 2.207" ---- 1.895"-,I 1.536"
2.5" RHINO TWIN VEE PANELS
Exposure B IASCE 7-10URImate Design Pressure S an Table
OPEN STRUCRIRES
Winds eed
Design Pressure
0.019"span (Ift)
0.024"span (fl
110
18.4
11.37
13.09
120
21.2
10.71
12.32
130
74.8
10.21
11.75
140
28.8
9.87
11.36
150
33.0
9.51
10.94
160
37.5
9.12
10.50
Exposure B JASCE 7-10 Ultimate Design Pressure 5 an Table
ENCLOSED ATTACHED
STRUCTIRES
Winds eed
Design Pressure
0.019"span (ft)
0.024" span (ft)
110
19.0
11.08
1194
120
21.6
10.49
1125
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
0.175"
0.350"
Ex osureC
ASCE 7-10 Ultimate Design Pressure $ an Table
OPEN
STRUMRES
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
300
10.18
11.72
140
34.8
9.76
11.23
150
39.9
9.31
10.71
LED
45.4
8.92
10.15
Exposure[
ASCE7.10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHED STRUCTURES
WindSpeed
Design Pressure
0.019"5 an(f[)
0.024"span fl
110
23.0
10.95
12.79
120
27.3
10.39
12.14
230
32.1
Egg
11.66
140
37.3
9.51
11.10
150
42.7
9.03
10.55
160
4&6
8.55
9.99
�Ig
D❑ KIM
6 ASSOCIr1TE6, LLC
CONSULTING
STRUCTURAL
ENGINEERS j
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'* FV REG.NMBEaa99�
No. -340315