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Product Approval
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Product Aooroval Menu > Product or Application Search > Application List > Application Detail
FL # FL5500-R
4' Application Type Revision
Code Version 2014
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 Frank Bennardo
frank@engineeringexpress.com
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
EL5500 R4 COI Indep.pdf
Florida Licensed Professional Engineer or Architect
FL5500 R4 Equiv Equiv.Ddf
104.11.2
1709.3
Product Approval Method Method 2 Option B
C
Date Submitted
02/26/2015
Date Validated)
03/08/2015
Date Pending FBC Approval
03/09/2015
Date Approved 1
04/15/2015
FL # 1
Model, Number or Name
Description
5500.1 1
Aluminum / Aluminum Roof Panels
EPS Foam Core Composite Patio Roof Panels
Limits of Use ,
Installation Instructions
Approved for use In HVHZ: No
FL5500 R4 II Dwg.Ddf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/P
Evaluation Reports
Other: For outdoor patio construction only. For use outside
FL5500 R4 AE Eval.Ddf
the HVHZ. See installation drawing for allowable span/load
FL5500 R4 AE NOA 11092607.Ddf�
combinations.
FL5500 R4 AE Test Reports l.p�tf
`
FL5500 _R4 AE Test_Reports__2_.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO`employer. Copyright 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 send electronic
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 455.27S
(1), Florida Statutes, effective October 1, 71012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they -have one. The
emails provided may be used for official con1munication 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 which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S„ please
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I
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
MAXIM UM,ALLOWABLE CLEAR SPAN TART F-';'
1
3' Panels
4' Panels
8' Panels
Live Load!Daifecl:on
0.024" 0.032^
0.024- 1 0.032°
0.024• ! 0.032"
8for Uplift, Limit
Alum Skill; Alum Skin
Alum SkIWAlum Skin
Alum Skin' Alum Skin
_
1 Ib EPS 1-Ib EPS
1 •Ib EPS 1-lb EPS
Nf0'-0^
1-lb EPS I 1-lb EPS
Ps L/120
12 psf L 1120
14'-0. i 16'-3^
13'-2" 15'-3•
1T-0"
17'42' i
23'-2^ 1 23'-0"
/�^A•e,�� L1120
LI120
IT-7" 1
17••11"
17•-1" ! 17'-0"
21'-9" 22'S'
20•-R^ 21•.3"
18 psf L I120
1V-12" 3'-10"
11'-613'-4•
16'.q" ! f8•_3"
15'•8' I 15'S"
tg•-10• 2g•-4-
IT-O" I tq T•
20 psl L / 120
11'-2' l 12410"
15'-2' 15•_1"
18'-.4"
24 ps1 I L1120
28 PST i L 1120
10'-6" ? 12'-1'
ta•.3• 14'-3"
1T-0° 1T•5"
32 psf1 L 1120
9'-11" 1 V-6'
9'.9" 11'-0°
13'-5' j 13'S"
12%6__, 12•7.
16'-5^ T'
15'S" I_ 15-.1"
CLEAR SPAN TABLE
USE INSTRUCTIONS:
--'- --'
1. DETF,RMINF TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. D ' ' ETERMINE'I HE SITE SPECIFIC
REQUIRED DE
SIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3. FIND ALLO'.VABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR.APPRCPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
.__CORE DENSITY SELECTED_
`SEAL JOINT
CONTINUOUS
/ CAULKING
°oo
o°oo°ooe000,°,
oouoo o °°o°000°000
CROSS SECTION AT
RYj(;AL"PANF iNTEMOCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL.
TOP & BOT"TOM FA__._.CINGS (1/4" PER FOOT MIN SLOPE)
_::.-__
-CLEAR SPAN R) INSIDE TO INSIDE
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, RUOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE ROOF SPANS ONLY.
MAXTMI I AI I FNAIA RI F 1"1 GAD C M A n1 T
3- Pe La
4• Panels
6' P_an_els
Live Loadpe8edlon
0.024" •
0.032'
0.024"
0.032"
0.02-0'
0.032'
81or Uplift Limit
Alum Skln`Plum Skin
Alum Skin' Skin
Alum Skin: Alum Skin
-lb
1-lb EPS , 1-Ib EPS
1-lb EPS 1
1-lb EPS
1-lb EPS 11-lb
EPS
15 Pa( L / 180
10'•9"
12'-5'
14'- " '
14'-8°
17'-W
18.4'
I L1240
....._........._....i.._._.._._...
9'-9•'
..........____....._..___._
1V-3"
13'-3"
13'.2•
f6'•1" 1
17 Psf I L1180
10.3"
11'•10"
_^
_._..._...__.:_._....._............._.
t3'-12'
13'N'
18'-11' i
1T•5"
L/ 240
_......_._...
.,..,.9'.4", _'
10'•9"
....
12'41' +
.._..._ i.......�._..._..
1T-R'
15.5" j.
1s'-1R'
20 psf L/180
9'•9"
11'-3"
13'�"
13'•2'
,. _._.-....
18'-I• i
16'6'
L/240
0'-10"
10'-3"
12'•0° i
1ILIK
f4'-T'
14'-12'
I L 1180
2a psf
9,•2 •�
7 •.
12'.y:.....:__._._.........._........_
:
12'-5'
.:..........._._.......
15'-1"
i 1_/240
8'•4"
9'•7"
11'-4" i
17'•3'
IT-W
14'-l'
28 psf L/180.LL1R70''
11 =t0'
14'4"
14'-9".
L/240
T-11"
9'-2"
10'-9"
11'•7"
10'-0'
11'-6'
19'-0'
14'•0'
13'-5"
id'-5".._.
30 psf
9'-10"
10'-6-
10'-6°
12'•9'
13'-v
32 psf
'
ti'-3'
..._... .......j L / 240
7'-1"
_._._..._.
W-9"
10' 3 �
10'-3'
12'-8'
12'-10'
34 psf € L 1180
81•2"
9'-5"
11'•1°
1I'•1'
13'-5"
13'-10^
L, 240
10'-1'
1T-3"
72'-7"
37 psf
9
10'-9'
13'-1' t
13'-5'
L 1240
7'-2'
8'4"
9'-10"
9'-9'
11'-11'
17-2°
40 of 180
P
T-8"
0'-11"
10'•e'
__
10'-6'
...L1 240
T-0'
8'•1"
9'-T
9'-6'
11'-7°
11'•it'
44 psf L1180
T•6"
8'-8"
tU•-2•
It!'-2"
12'4°-
1...-d'.....
.......... ._..... ....1._L/240.
V-10"
T-10"
1V-3•
11'•g,
48 psf L 1180
_0.3.9'-3'
L/240
8 7
T-8'
V-.2
R'it'
1n 1f
11%2'
L 1180
sz psf
7 1
8'-2"
9'-7
9' 7...
11 S .....
..
1 n-m
Lf240
8 5
T-5"
8'-9 -
W.
f0
56 psf ! L/180
6'_71"
T-12'
9'.5" i
g•-0^
1P•8' p
11,•5"
..... . _L / 240
6'J"
7'-0"
R'-R"
B'-A'•
10'-4"
60 psf
9"
7 10
9' 2
9'-2-
1 t •2 t
11=0
! L / 240
6'-2" '
7'-1"
R'4' '
A'A'
10'•i' ':
10'S"
DEFLECTION NOTFS'
.........................
_... __........... __... _........................ _..__.._..--'^'-'
1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED
ROOM.
2. USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER
AN ENCLOSED ROOM.
3. USE L/240 FOR ALI. MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN
ENCLOSED ROOM, PER FLORIDA BUILDING CODE. FIFTH EDITION (2014) TABLE 1604.3.
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES
DESIGN NOTES:
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC
BASIS IN ACCORDANCE PRESSURE REQV REMENTSI AS DETERMINETH THE D IN ACNG CORDANCE WITHIASCE
7-10 ANp CHAPTER Y609 OF THE FLORIDA BUILDING CODE FIFTH EDITION
(2014) SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY
AS SHOWN.
GENERAL NOTES:
1, THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE
FABRICATED IN ACCORDANCE WITH THE REQUIREMENOF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) FOR USE OUT TSIDE THE HVHZ,
COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720,
ER 26
SECTION 2603 OF THE ER 8 SECTION D FLORIDA DA BUILDING CODE FIFCLASS A INTERIOR FIN TH EDITIONAND �2014).
CONTRACTOR SHALL INVESTIGATE AND CONFORM TO: ALL LOCAL BUILDING
CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS
STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED
ENGINEERING.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
THE DESIGN OF THIS SYSTEM.
3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO
THIS DESIGN WHICH SHALL BE COORDINATED BY THE PER
CONTRACTOR.
4. SEPARATE'SITE-SPECIFIC' SEALED ENGINEERING SHALL BE '
REQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS
CONTAINED HEREIN_ LINEAP. INTERPOLATION OF THE ALLOWABLE SPAN
FROM THE CONDITIONS DETAILED HEREIN, .4 LICENSED ENGINEER OR
REGISTERED' ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR
USE IN CONJUNCTION WITH THIS DOCUMENT.
6, THE CONTRACTOR SMALL CAREFULLY CONSIDER POSSIBLE IMPOSING
CK1 DI1gl4, tat PROPERLY ANALYZED BY A
LICENSED ENGINEER OR REGISTERED.ARCHITFCT,
7. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE
3105-H1S4 ALUMINUM FACINGS. EXPANDED POLYSTYRENE FOAM SHALL
HAVE TYPICAL DENSITY OF 1.0 PCF AND SHALL BE MANUFACTURED BY
DYPLAST PRODUCTS, LLC PER MfAMFDAOE NOA #I1-0926.07 (OR
CURRENT VERSION OF THIS NOA. THE EPS FOAM SHALL BE ADHERED TO
THE ALUMINUM FACING WITH ISOGRIP SP 202 ADHESIVE (BY ASHLAND
SPECIALTY). FABRICATION SHALL BE IN ACCORDANCE WITH APPPOVFn
8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL
MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN
AS SHOWN ONLY, USC OF TI ITS SPECIFICATION BY CONTRACTOR, et. at,
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &
11
OTHER CONSIDERATIONS: DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICE!
-••-- ---- .__ BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES
J. FRONT OVERHANG MAY B[ UP TO 3'-0" WITH VALUES LISTED HEREIN. MAXIMUM & FROM DEVIATIONS OF T"HIS PLAN.
UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH i.e. 12" MAX FOR 48" 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
-PANEL WIDTH), ( CER'7IFICATIONS OR AFFIRMATIONS ARE INTENDED.
2:_. ROOF PITCH_SHALL BE AS PER.BUILDING CODE RE UIREMENTS 11. ALTERATIONS, ADDITIONS, HIGHLIGHTING,, OR OTHER MARKINGS TO
...._ _ ._._.............._..._. __4.THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE_ TFIIS
OPTIONAL
GUTTER
OR DRIP
CAP
OVERHANG 1
36" MAX 0/11 AT FRONT & 2S i
OF LAST PANEL WIDTH AT SIDES
(UP TO 12- MAX O/H AT SIDES)
TABLE VALUE DERIVATIONS:
PANELPROPERTIES:
1. PA�f• E-L STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. METI-05-1985,-OS-1981,-05"1968,-05-1989,
-OS-1990,-OS-1991,-OS-1992,-OS-1993,-05-1994,-05-1995,
-05-1996,-05-1997,-06-2066,-06-2067,-06-2068,-06.2069,
-06-2070,-06-2071,-06-2072,-06-2073, &-06-2074 BY
HURRICANE ENGINEERING & TESTING, Inc.
2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS
FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL
PROPERTIES.
14-1438