HomeMy WebLinkAboutCroteau, PA 312/11/2020
Florida Building Code Online
RegulationBusiness & Professional
BCIS Home I Log In 1 User Regist,Uon Hot Topics i Submit
5urcharge Stats & Facts
Publiwtiuns Contact Us BCIS Site Map ! Llnks Search
Product Approval
USER: Public User
db"pr
Product Auym-I Menu > ntoauR ar Agoliwtiun 5 —h > A9911tado1
U, >_Appglptlo i Detail
FL #
FL7561-
Applicatlon Type
v slon
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature
Do Kim
dk@dokimengineerling.net
Technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@el iteal u m i nu m.co m
Quality Assurance Representative
Address/Phone/Email
Category "RooFlng
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Licensed Florida
Professional Engineer
..' 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 QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
:' Validation Checklist - Hardoopy Received
Certificate of Independence FL7561 R4 CO[ Cert of Intlenendence Uff
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
hdps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc % 2bRBYM6sOHgAjmo%3d 1 /2
12/112020 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Date Revised 08/06/2020
Summary of Products
l
Model, Number or Name
Description
7561.1 Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels
EPS Composite Panel, 3"/4"/6"x0.024"x211b EPS Composite
Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use
Installation Instructions
Approved for use in NVNZ: Yes
FL7561 R4 1 2017 FBC-Elite Aluminum Coro -install
In ruct.pdf
Approved for use outside NVNZ: Yes
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used in structures considered living
Evaluation Reports
areas per FBC Section 1616 unless impact protection is
FL7561 R4 AE FL 7561 Evaluation Re-2017 FBC pdf
provided. See installation drawing for nominal allowable design
Created by Independent Third Party: Yes
pressures and spans.
F
Centart Us :: 260a Blair Stone Road. Tallahassee FL ]2]99 Phan.: 850-487-1824
The Stale of Florida is an AA/EEO employer. CgovriaM1t 007- Ol r✓ of Flontla :: RmgItV Statement :: Acres,IbibLy Statem :: aefund Statement
Under Florida law, email addresses are public records. If you do nut want your a -mail add,,, re1—d in response to a publicrecords request, do not send .1—it,
mail to this entity. Instead, cunt— Me office by phone or by tmditi... I mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1),
Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addmss if they have one. The email,
pmvided may be used for offdal communication with the licensee. H—,re,,it addresses are public record. If you do not wish to supply a personal address, please
pmvide the Department with an email address which can be made available to the Public. To determine if you are a licensee under Chapter 455, F.S., please dirk here .
Product Approval Accepts:
CE ® El
Credit Card
Safe
https:lhvww.flaridabuilding.org/pr/pr app_ tl.aspx?param=w43EVXCWDgsgJkzX728euCecN82vc%2bRBYM6sOHgAjmo%3d 2/2
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15,76
15.03
14.10
E0
13.44
13.44
12.22
10.35
30
10.78
10.78
9.41
6.60
40
9.22
9.22
6.60
2a5
50
817
8.17
3.79
-
60
7.40
6.39
0,98
-
70
681
451
-
-
80
6.33
2.64
-
-
4' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.00
19.00
17.17
16.53
20
15.01
15.01
15.01
13.95
30
12.50
12.50
12.50
11.38
40
10.97
10.97
10.97
8.80
50
9.92
9.92
9.44
622
60
9.13
913
751
364
70
8.52
8.52
5,58
1.07
80
8.02
8.02
1 364
1 -
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
21.24
21.47
20.85
20
18.06
18.06
18.06
18.06
30
15.13
15,13
15.13
15.13
a0
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
10.91
60
11.17
11.17
11.17
8.43
70
1044
10.44
10.30
5.95
80
9.85
9.85
1 B43
3.47
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
40
13.69
12.16
8.36
50
12.22
10.26
5.51
60
10.75
8.36
2.6670
N4.556
9.27
6.46
.
80
7.80
4.56
-
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19,24
17.49
15.74
30
18.17
17,49
14.87
12.24
40
16.72
15.74
12.24
8.74
50
15.28
1399
9.62
5.25
60
13.84
12.24
7.00
1.75
70
12.40
10.49
4.38
-
80
10.95
874
1.75
-
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.00
24.00
24.00
23,42
20
23.34
23.21
21.82
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
18,41
14.62
10.62
60
18.36
16.89
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
13.72
7.42
1.02
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOA SF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/
L/240
SO
19.33
18.95
18.3
17.66
0
18.11
17.66
16,36
1506
30
16.80
16.36
14A1
12.46
40
15.49
1506
12.46
9.86
50
14.18
13.76
10.51
7.26
60
12.87
12.46
8.57
4.67
70
11.57
11.16
6.62
2.07
80
10,26
9.86
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
21,97
21.97
21.52
20.97
20
21177
20.77
19.86
18.76
30
19.57
19.57
18.21
40
18.36
18.36
16.55
50
17.16
17.16
14.89
:U7.72
60
15.96
15.96
13.24
70
14.75
14.75
11.58
80
13.55
13.55
9.93
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.93
23.93
23.88
23.60
20
23.20
23.20
23.03
22.46
30
22.47
2247
22.18
40
21.75
21.75
21.33
50
21.02
21.02
20.49
60
20.29
20.29
1964,
N17.94
19.57
19.57
1879
18.84
18.84
17.94
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H) 54 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a UL 1715 (int) class `B' (ezt) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
6'h Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20.
M E72-05: Strength Test of Panels for Building 7. Testing has been conducted in accordance to AST g g Construction.
8. Reference test reports: 14ETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-96-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-
05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
1 1942
18.81
20
19.02
18RI
17.58
16.35
30
17.93
17,5E
15.73
13.89
40
16.63
16.35
13.89
11.43
50
15.74
15.12
12.05
8.97
60
14.64
13,89
10, 21
6S2
70
13.55
12.66
8.36
4.06
80
12,46
11.43
6.52
1.60
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.17
24.17
24.17
2417
20
23.64
23.64
23.41
2311
30
22.57
22.57
21.90
21.01
40
21.51
21.51
20.39
18.91
50
20.45
20.45
18.88
16.80
60
19.39
19.39
17.37
1470
70
18.33
18.33
15.86
12.59
80
17.26
17.26
14,35
10.49
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/l20
L/180
I L/240
10
24.00
1 24.00
24
23.84
20
23.65
23.65
23.34
22.84
30
22,94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
2153
2IA0
IT86
60
2082
20.82
2036,
1887
70
20.11
2011.
1961.
17.87
80
19.40
19.40
18.87
16.88
DO KIM
& ASSOCIATES, LLIO
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
Rer.IDa16 DeSCnPf100
am
/� �� Edition PRODUCT
INS
Cl)
ate
`o o LL
U oY
c
3 U m
NFU
E N 7
C
Q
J 0
�
WIInnU
7
Q
UU 1 >
W OL
LL
LL 2<
H (n F
gU
z
0
0-0
pia
U Q W
U1-❑
05w
U ? ♦-
Oj�
LL Q 0
co it
W Q
LL
LL
SEAL JOINT WITH
CONTINUOUS CAULKING
U U U U U U U
DRAWN DYK
CHECKEDD BV: DYK
OO000 1.tt
OOO 000000
0000
) O O O O O O O O O O( a s
SCALE: AS SHOWN
_,
BOTTOM FACINGS
DATE: V19112
-
'
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
DRIP CAP
Q
SLOPE 4'ANMAX WIDTH INTERLOCKING
,Y.
OOL\'ENSF
P�
EL (1/4'/FT MIN SLOPE)
v 0O O O
-
DO'VMkIM, RE.:: '
00000000000 wia EPS CORE 1LB OR 2LB O O O O
aq 0o0o000
-
= it
FLA. REG. NUMBER 494B7
.it
00000000000o
ALUMINUM BOTTOM
DO KIM& ASSOCIATES, LUZ
FACINGS
I
yqk 2§887 2{V
P1580k 10039
k--CLEAR SPAN (L) INSIDE TO INSIDE O,HNAL
t
ENGINEER OFRECORD TO PROVIDE
THICKNESS OFMAX IN FRONT &25%SUPPORTING
de[FOR
ROOF CONNECTIONS &ADD
PANEL SPAN -MAX AT SIDES)
STRUCTURE DETAIL BY WALL FOR TOTALANEL WIDTH @ SIDESTHIS
OR ANY OTHER ENGINEER.
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION
SHEET 1 OF