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FL #
F1-5500-R4
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 Bernardo
frank@engexp.com
Technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealum inum,com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
LM7etalRoofing
Compliance Method
Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J. Evaluation Report- Hardcopy Received
- - Florida Engineer or Architect Name who
developed Frank L. Bernardo, P E.
the 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.
J Validation Checklist - Hardcopy Received -
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
RE�r-_ I ) ,i�`7
FL5500-R4 COI Indep,pdf
Florida Licensed Professional Engineer or Architect
FL55010. R4 Equrv. Eguly pdf
f n4.11.2. _
1709.3
I s A, �,'1 ,2k✓ F i
https://www.floridabuilding.org/pr/pr_app_dtl.aspx'?param=wGEVXQwtDgt2g7j'KEqbCB... 4/ 12/2017
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m
LL
EPS FOAM CORE F PA
ALUMINUM J ALUMINUM SKIN• -
MAXTMt1M ALLOWABLE CLEAR SPAN TABLES:
3" Panels
4" Panels
6" Panels
Live Load
Deflection
0.024"
0.032"
0.024"
I 0.032"
0.024
0.032"
&/or Uplift'
Limit
1
Aium Skin
Alum Skin
Alum Skin!
Alum Skin
Alum Skim
Alum Skirl
1-Ib EPS
1-Ib EPS
1-Ib EPS
1. 1-lb EPS
1-lb EPS 1-lb EPS
10 psf I
L 1120
14'-0"
16'-3"
19 0'
f 19'-0
23'-2'
- 23'-9"
12 psf
L 1120 -
13'-2"
15'4"
1T-12"
17'-11"
21'-9'
! 22'-5"
14 psf
L / 120
12:.�
14'-6"
1T-1
1T-0"
20'-8
2t -3"
16 psf '..
L / 120
i.
13'-101,
IT-4
j 16' 3
19'-10
20-4"
18 psf
L 1120
11'-6"
13'-4"
15 8"
i,. 15 8"
19-0'
19'-7"
20 psf ',,
L / 120
11'-2"
12'-10"
15'-2"
! 15 i"
18'-4'
18'-11"
24 psf
L 1120
10'-6" !
12'-1"
14'-3'
';. 14'-3"
17'-3'
17'-5"
28 psf
L / 120
9'-11" '..
11•_6"
13'-5"
13'-6"
16'-5,
. 16'-2"
32 psf
L 1120
1 9'-3"
11'-0"
1 12-4-
12'-7"
1 T5'
-: 15'-1"
CLEAR SPAN TABLE
USE INSTRUCTIONS:
i
N
O
x
1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN 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 ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
.FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
SEAL JOINT
-
/ CONTINUOUS
CAULKING
!/
°Op°000°° 000
O°apOpOpOp
°p°00°°p°O°O°p
°O o O°°°°°O°O°
p p o 0
Q W
0 0 o p a
oo° 000pa o
o
°o°o 000°o°o°o
a- �
aQo°o°nopoo
°n°o°
CROSS SECTION AT
TyPrCTUPA17EE-MTEZDCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL
TOP & BOTTOM FACINGS_ (1/4" PER FOOT MIN SLOPE)
0 0
p o o p EPS CORE (1.0 PCF)
CLEAR SPAN (L) INSIDE TO INSIDE
MAXIMUM ALLUVVAbLt (,LtAK SF'A
3" Panels
4" Panels
Live Load Deflection
0.02N'
0.032"
0.024"
O.Of
&ior Uplift i, Limit
Alum Skin;
Alum Skin
Alum Skin',,
Aium
1-lb EPS
; 1-lb EPS
1-lb EPS
' 1-lb I
'', L / 180
10'-9"
12'-5'
14'-7'
14'-
15 psf
L / 240
9'-9"
11'-3"
13'„3"
131-
L / 180
—TOY 3"
- 11'-10"
13 12'
IT-:
17 psi
L / 240
9'-4"
10 -9"
I T 8"
12'_
L / 180
9'-0"
_
11 -3"
13' 3"
13'-
20 psf
L 1240
8'-10"
: 10'-3"
12 0'
_.... 11-'.
__
L / 180
9'-2"--
10'-7"
125"
24 psf
l L1240
8'-4"
_.
9•-7'
11 1
11•-
_
I. / 180
8 8"
-- -10 -1"
11-10"
28 psf
L / 240
I
7-11"
9 2'
10'-9
10'-
:_
L /
_..
9 10"
11' 7'
11'-
80 psf
Ll240
7'-9"
8-11"
10'6'
10,-
L/180
8-4"
9-7"
11 -4
11'-
32psf -,
L 1240
7-7"
8-9"
10-3 +
10'-
L / 180
34 psf
L 1240
T-5"
8•-7"
10'-1"
10'-
.._379sf
L / 180
T-11"
9'-2"-
10 9"
- 101-
L1240
7'-2"
',. 8'-4"
9-10 -
914
L / 180
7' 9"
8 11"
10 611
IV-
40 psf
L 1240
T-0"
8 -1"
9 7' -
9'-E
._.44
L / 180
.. _ 7 6"
8 8"
10'-2'
psf
L/240
6-10"
7-10"
V-
9-E
L / 180
/ 3"
.. 8 5"
9 11
9'-1
48 psf L
-! 240
6'-7"
7 -8"
8 12'
8'-1
L 1180
T-1"
8'-2"
9'-T' '..
91--1
52 psf
L 1240
6-5"
7_5"
8'-9"
814
L / 180
6'-11"
T-12"
9 5'
9'-4
56 psf
L 1240
6'-3"
7'4"
8 -6'
8'-E
L! 180.
6'-9"
7 10"
9 2"
9-.
60 psf
L / 240
6'-2"
71-1"
84
8'-4
DEFLECTION NOTES:
1. USE L/120 FOR
ALL MEMBERS SUPPORTING
ROOF
ROOM,
2. USE L/180 FOR
ALL MEMBERS SUPPORTING
ROOF
AN ENCLOSED ROOM.
3. USE L/240 FOR
ALL MEMBERS SUPPORTING
ROOF
ENCLOSED ROOM, PER FLORIDA BUILDING CODE
OTHER CONSIDERATIONS:
F
FRONT OVERHANG MAY BE UP TO T-0" WITH VAL
UNSUPPORTED SIDE OVERHANG IS 25% OF LAST
PANEL WIDTH).
ROOF PITCH SHALL BE AS PER BUILDING CODE R
OPTIONAL
GUTTER
OR DRIP
I CAP
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, ROOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE ROOF SPANS ONLY.
PANEL
DEPTH
OVERHANG
36" MAX O/H AT FRONT & 25%
OF LAST PANEL WIDTH AT SIDE
(UP TO 12" MAX O/H AT SIDES)