HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFING - NEW TECHNOLOGYp' 0 0 . ReauB
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links I Search {
b
Product Approval
' IUSER: Public User
`:1
Product Approval Menu > Product or Application Search > Application List > Application Detail
i FL # FL7621-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
07
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Frank Bennardo
frank@engineeringexpress.com
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 04/30/2021
Validated By Troy Bishop, P.E.
2 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7621 R4 COI Indep.pdf
Florida Licensed Professional Engineer or Architect
FL7621 R4 Eauiv Equiv.odf
104.11.2
1708.3
Product Approval Method Method 2 Option B
Date Submitted 08/18/2017
Date Validated 08/18/2017
Date Pending FBC Approval 08/23/2017
Date Approved 10/10/2017
Summary of Products
FL #
Model, Number or Name
Description
7621.1
OSB / Aluminum Skin
EPS Foam Core Composite Roof Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7621 R4 II Dwo: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/A
Evaluation Reports
Other: For outdoor patio construction only. For use outside
FL7621 R4 AE 4in Test Reoorts.odf
the HVHZ only. See installation instructions for allowable
FL7621 R4 AE 6in Test Reports.pdf
span/load combinations.
FL7621 R4 AE Eval.odf
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. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund StItement
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
mall 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 Se an 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 emalis
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 which 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:
®® =
i
Credit Card
Safe
D
EPS FOAM CORE COMPOSITE ROOF PANELS
OSB / ALUMINUM SKIN
EPS ROOF PANEL SPAN DETAIL:
4' MAX WIDPERTH PER INTERLOCKING PANEL
o u OSB (2" F00T MIN SLOPE)
o°o
EPS CORE (1.0 f'CF)
° 0 0.024- OR 0.030' ALUM
i CLEAR SPAN (L) INSIDE TO INSIDE
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, ROOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE ROOF SPANS ONLY.
TABLE 1: OPEN & SCREENED ENCLOSURES
MAXIMUM ULTIMATE CLEAR SPAN TABLE:
Wind Speed I awe I pm I N••• I Nun Skin I AWmSkh Alamo SNn I AWm Skin
ADD (2) % CONTINUOUS
ADHESIVE LINES DIRECTLY ON SEAL 301NT
EPS, (1) 1' FROM OSS EDGE, CONTINUOUS
(1) %6 FROM OSB EDGE CAULIONG
PANEL "OSB 'OSB
DEPTH i °0000
OPTIONAL -i o0 0 o°0000.°.0000°o
w °°oo°°°o°o° o°oO°o°o
e°o
0 0"o GUTTER < IM*-oo o$o°.oOR DRIP n o o °o°o o° ° o000000000
0' A=LWU
OVERHANG CAP 0.024'-0.0
CROSS SECTION AT
36' MAX 0/H AT FRONT & 25% TYPIC7iLFANEf�NiERCOCK
OF LAST PANEL WIDTH AT SIDES
(UP TO 12' MAX O/H AT SIDES) NOTE: SHINGLES AND/OR OTHER
APPROVED WEATHER MEMBRANE
SHALL BE AFFIXED TO THE OSB TOP
PER MFR. SPECIFICATIONS. DEAD
LOADS DUE TO THESE ROOFING
MATERIALS SHALL BE CONSIDERED
IN ADDITION TO LOADS SHOWN
ABOVE WHEN USING SPAN TABLES.
CLEAR SPAN TABLES
DIRECTIVE:
1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED (SCREENED
WALLS OR FULLY ENCLOSED).
2. VERIFIJ APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED
AND EXPOSURE CATEGORY WITH GOVERNING MUNICIPALITY
AND BUILDING CODES IN EFFECT FOR THE PROJECT
LOCATION USING FLORIDA BUILDING CODE.
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND
EPS CORE DENSITY SELECTED.
4. ANCHOR COMPOSITE PANELS TO EXISTING HOST
STRUCTURE AND EXISTING SUPPORTING MEMBERS PER
SEPARATE CERTIFICATION.
DEFLECTION NOTES:
1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS
OVER AN OPEN OR SCREEN -WALLED ROOM.
2. USE L1180 FOR ALL MEMBERS SUPPORTING ROOFS
WITH A NON -PLASTERED CEILING OVER AN ENCLOSED
ROOM.
3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS
WITH A PLASTERED CEILING OVER AN ENCLOSED
ROOM, PER FLORIDA BUILDING CODE SIXTH EDITION
(2017) TABLE 16D4.3.
TABLE 1 NOTES:
1. THE PRESSURE VALUES LISTED IN THIS TABLE ARE ULTIMATE PRESSURES AND SHALL
BE USED ONLY WHEN ULTIMATE PRESSURES ARE GIVEN FOR A SITE SPECIFIC
INSTALLATION. SEE TABLE 3 FOR CORRESPONDING ALLOWABLE PRESSURES AND
SPANS (ULTIMATE PRESSURE - ALLOWABLE PRESSURE' 1.67)
2. DEFLECTION LIMIT- U120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3' MAX PER
FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS
AS WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT
S. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS
CONSIDERED FOR USE IN THE HVHZ ARE:
5.1. L/80 FOR SPANS 5 12'-W
5.2. L/180 FOR SPANS > lY-0'
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES �4�
DESIGN NOTES: _
GENERAL NOTES:
1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL
USED IN
TABLE VALUE DERIVATIONS:
PANEL PROPERTIES:
1. PANEL STRUCfURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. HETI-05-2025, -05-2026, -05.2027, -05-2028,
-05-2032,-05-2033,-05-2034,-05-2035 BY HURRICANE
FOR GRAVITY LOADS AS WELL AS CALCULATIONS
wul lAsAmp
bW
oO
FyO�� wwZ �
��Zd LL IL
QO Of>
50 jzg xtu
wU*8 8
11
`1 8�<
I
A
m of a w N
mm.
N
Wm
i+vr2s �F'111A�
z, �fm
<moi3,,-Fn�f,VfDi"if7ri
O �Sm3Qw• �p10 ARM
OH No zPNnQQrn^MyR
yvy ZDZpmfmysy DDmZ��n
Nggoi wpw InDQy91�ffC
V afAp � Z�r
N Np�00 m Op11��CDG
�mmn f�i Cny rA�
f3mmN� Z 2�C�N
v
-qdo; vz
5`%o CIA
Z O�� 3i �if9Uf
Do.
. p y��fNif�y
pz mc�m
�om�°if n Ff
0
Epz�
i ym'�Nmm
Fc"c��
MUM
�. �yGcyGm�aD�D
ACA.r f7
oy� m
N ;Rim,
p N
F=i 1io
m yyz
Cr
W• N 1
�_
A O y
$ g
SSssSSSSsatitit3i3l3t§iBt32i�g1?32)21�2SiPS2tc'v'vo'ao'oo8888gg88gg
ovvvoommmvvvvvmmmmvvvovvmmmovvovommmvvovvvmmm
��
R�L>3915lSNNHE�l;LLL3J�GLL5��13B13�tr3�i3i313���k3ki�33�dt3t3
yqqyy
yy
qq44
yy
44
ggyyqg;;gqgggqyyyy
y
s�
'
Q9
W§'LN$'kRy—y—l-k§—k-N'Z2$--k
—
W
$
99y§'$
§N—k—k
9sY4NRy
Wq'.N4p
4.6N�4
ryd Alb@�N.!N'y
ywi
W
N WN
W
6 Wwiym'
R
fQ$ibJ$k7�:.l
bL
+N
N-NaNW7W
R
um'yN�
�a9i
lq
N1
?0
-
-+;Q:
Y:ott-7+--
q
lW$
g9 bJ�
�RkWY$f'+1Hl
;4-R-R�+-Y-'NI
W-y
1.,
La§ I
99§R9
424W'$$
$
9
1001$
-- -
mmoof,.....
mmm000...mmm000...mmm000...mmm......mmm
sasa��H�������������aa�����u��y������������ab��
996
Skyhgk9"1
§ `!
§ •R
9}§
y
g 4
y g
9 N
§§
N R'
'y
§k$§§§y§1+Z1§
R C
N R
R'
R 'q
'
q N
§
9
:9
R
4 rt§§§Hk$
9 N
4�
N ,R
-+
N$
3
N
9
w•
Q'
W'
N �!
N W
�'1
•
9
N
H'
�i$9
$$$§$5
l�tt9'+,di
di
`yd
'9b9
'
-�2N'NiNN�2
�!'N+:Z��N4I
f+1+N��W
:y
b WNN9olWNYm
3e
;9N!N+
6
0
D
W
r
rn
N
n
0
z
m
z
O .h T c� '-
$ FEY.Fmwmc RIm a \vows C� P AWMINARIIWAY �EXPR �
rrtem a as . sL"mr.Nf+n� G �
tIEvmoxlaimfaRoe ,� ,m,„, ELITEORATION
Nummm mF110001 RwR l5L OV7m ? CORPORATE O yT
_ �•` IEY7mOFO UC Re Ltmn4 ^e 16Q SW 12th AVE, S
•r r OOCONUTCREEK, FL DEERFIELD BEACH FL �E \
�, fwum��uf�mmmn�ow�f. � � 1111
frfau-,r*oam�.�..►om.�� EPS FOAM CORE COMPOSITE ROOF PANELS v: (75�)ENMNE P(�Jss ESSJ
F•� n�nv��vw�s�frmof.m� Es H9IDOENtlNFHUNGCIO1185.O7q
�t OS8/ALUMINUM SIGN. ENGINES INOER➢RESS.COM F
M FLORIDA STATEWIDE APPROVAL•FLi7621.1 owOFAUTH #9885
f
TABLE 3: OPEN & SCREENED ENCLOSURES
MAXIMUM ALLOWABLE CLEAR SPAN TABLE:
Wind Speed
E'�-
SUM
� �
81or Upan
%
Uma
(u
4' Panels
6' Panels
0.024•
.Alum Skin
1dB EPS
0.030'
Alum Skin
1-LB EPS
0.024•
Alum Skin
149 EPS
I 0.030'
j Alum Skin
I I - LB EPS
110 MPH
B
1 9 PSF
120
lw-(r
zw-w
2Y-0'
1 24! W
110MPH
C
10 PSF
12D
ITs
19'v
110MPH
D
13 PSF
120
16'J'
IT-8'
21'-1'
1 27.8'
120 MPH
B
11 PSF
120
iT4'
IV-9'
2Z4r
( 244r
120 MPH
C
12 PSF
120
16'.T
1T--10'
21'4•
27-1Y
12OMPH
D
15 PSF
120
15S
18'-9'
19'-12*
21'S
130 MPH
B
12 PSF
120
16•S
17--10•
2P3'
2711-
130 MPH
C
14 PSF
120
1S T
IV-11'
20'-Y
21'49'
130 MPH
D
17 PSF
120
14-7'
I5!-I V
1 B'-10'
2A'4'
140 MPH
B
14 PSF
120
15'-6'
16'•1Y
20'J'
21-10'
140 MPH
C
179F
120
14'-W
Iw-V
19'-1'
2W-T
140 MPH
D
20 PSF
120
13'-11'
IFF
IT-1Y
19'S
150 MPH
B
15 PSF
120
1&IT
16'S
19-9•
21'3'
150 NPH
C
19 PSF
120
14-2'
1SS
18'4'
19'-9'
150 MPH
D
1 23 PSF
120
1T 4'
14'S
1T3'
18'-T
155MPH
B
1 17 PSF
120
14.8'
IS-11'
18'-12'
20'S
ISOMPH
C
1 21 PSF
120
17-10-
14'-121
ir-IV
18'.T
156 NPH
I D
1 25 PSF
120
17.11'
14'-T
IV-9'
18-1'
160 NPH
I B
I 18 PSF
120
14W
1S-T
16'-7'
19-1Y
180 MPH
C
1 22 PSF
120
13'-T'
14'•8'
1T-T
160 MPH
D
1 26 PSF
120
2-9'
17-10'
16'-6'
1T•9'
165 MPH
8
19 PSF
120
14'-1'
15*4•
16'.T
194r
165 MPH
C
23 PSF
120
13'4'
14'S
1T-3'
18'-T
165 MPH
C
28 PSF
120
IZ-V
I 13'-T
18'-Y
1TS
170 MPH
B
20 PSF
120
IT-10'
I 15-1'
1T-1Y
18'4'
170 MPH
C
24 PSF
120
IT-1'
14,Y
IV-11"
1B3'
170 MPH
0
29 PSF
120
IKE
13'f
1.7-10'
1T--i•
C
30 PSF •
60
17-0•
17-0'
17.0'
17-0"
170 MPH
C
30 PSF
120
17-1-
17.1-
16'4r
1w4 V
C
3D PSF •
180
10'•T I
11•-5'
IT-W
14'-9'
C
30 PSF •
60
12'-0'
12'4r
12w
17-0•
175 MPH
C
30 PSF •
120
17-1' I
13'-0'
1S 8'
18'-10'
C _
30 PSF •
180
101•T I
11 S'
IT4r
14'49-
D
31 F'SF
BO
1
IX4r
ITV
17-0'
175 MPH
D
31.1
120
tY-0'1
13-- 1
1ST
18-9'
D
31 PSF
180
1DS I
_ 11'S
I7-T
14'-8'
TABLE 3 NOTES:
1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK
CATEGORY 1, 10 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C'
PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING
FACTOR OF 0.69 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP'C' &
D' & 165MPH EXP 'C' &'D' OBTAINED USING INTERPOLATION PER ASCE 7-10
METHODOLOGY.
2. DEFLECTION LIMIT
'
L/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3- MAX PER
FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS
WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT
EXCEED 3'-0'. MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e.
12' MAX FOR 48- PANEL WIDTH).
5. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED
FOR USEAN-THE HVH7 ARE, _
5.1. L/80 FOR SPANS 5 12•-0'
5.2. L/180 FOR SPANS > 12'-0'
\\III111I1
No PE004
�p�•.• STATE c
mm
S
uM
d
vs-Alml
Nme
`��
OWW
�O
N
c
CzzZ p W .:
O
Z
LL
WRE! -
og
WU�
a�
g °
a°
14-1441
L�J
11
N P. W N
VIN' 'Q^D D
N i+.::o 9V— F �T�>>yS0zT �U-82
W
Yr-�n21A .om3mrm-�7po 0' r
0271"
;Otn No D3aRm 2
V� o N a D p D C� 0
V NTVTA >,, J r,-1O ''m^
mfljCWz V/
COS T mOVNN;.
mj0 2-85aFx
�m TZ3nSm
��o oyom90
SrA �L1N �N
KC a
WCm rL"mG
m
A0n
cp1-5
r• C
>9y N 5
Igg p'(fnp ON H5
nPD
68 Poo
o � oN ooH
Q �m mpg
A F
rn �' Ym 70'AC
m
3 5� oco
3 ZF 00
O mo z1- 3
�i mV 00�
r. G/0
o
m P
b'Ao$$$$$S$$•$l��$'�rr6.8'�8"��2S
B'2'8'd"2i++o+o+o+o
000+o$$gmmm
S
i333pp
iipp
yi�pp iipp
yipp
i3i39i9
3TT
y3y yiy
iy i93yy
yipp
yipp yipp
i3
S iiip3pp
yiy
ipipp
3p3pp
ii
3yiy
a3a39i93y
Oyy
O O
O O
m
m�
mNN Oy�y
O Oyr
ONN
m
mNN m
O
O��
O�
CNa7
......................
yO��
V V
y
V O
y y
O O
r
N Q
N N
y
N N
f(JJ1
m 0
��Orr N
W N
N N
r y
V V
r (CA�I
V N
rO��
N N
b N
0 IJ
Y W
�lolJ11R3lRi
m N
m S
0 Qi
0 ID
b W
m+
N 41
41
31
3131
3
�132
31��1
aaaiaRAalisNim31ol
flisoI33T;9
IN
jai IN
,dig i
N gig
$ffi�SS�SS�S�2SSS2i0S2iSS�SS2tSS�SS2tSS�SS�S�gSS�$E9
N
+ +
N +
+ N
+ +
N +
+ N
+ +
N r
+ N
+ +
N +
+ N
+ +
N +
+ N
+ +
N +
+ N
+ +
N +
+
��°44
�24+N4
o++�gn'24+•W
�RHR+$q.+.u+++a�yry+a_m�
30
H+b
yy
:LiZ:�i%dJ�
§'1q�2"tyy§4.4'4
j4
L4T-14'J�i�'yH
:Zd�7h'§L;
19t
is 3? I,
4+§INbN41Nm4Sy:$n
N W
+
N
-
4
Ib3
--YA°!
--------
--
--m
g>�
§q
^Jq+q"J'4gZ7'4i�H§`!
;^.tu'o,?l+a
inY4ial
s:y+y
:8i'Rr+gb:+
a°+l
�:
�: y+y++?m+°3y+y
:?bl4LfgQbl
vt a+a1Ny
:,a,yylq{oa�ys;gbgmG§Q+dlbtL^'
:4
y 3
3p 3p
3 i
3p 3
i y3y
yiy v
3 9
3 �
y3y a
'i'pp ys
; 3
ai 93
y3 3
93
ipp
3 y3y
yiy y3y
y3y yyS
y3y
y3y yLy
3 3pp
3 939
i'pp '3'pp
y3y yiy
9i 3yy
y3y y3y
399 3pp
000�mttmmmm000aommDmmm000�ommmmooco�mmmm0000mommm000mmm
��
�.�'i
+r^i .ai
.ai A�mm�i'Si���n
fn
to $.Ni
�
� ��+�
nAi NNfn"U"�"
ao$$
S
yy41
y
p
�f y
°9i O9l
�f �
0
�w
a a
N Ny
a
bp
m q
k•�Z
Y�
9
N ���N
T T
T T
yy 9
N�
T T
�TI
y 99
N N
�NNN;RA
pp
pp yy
��pp
NisolNNN$�
y
�p �p$y
r�i�
N
��11
�TI
��NaiN
��
�p 9
f/ NwN
is
m RNN
9 90
C
T
T
T T
T
1111
T T
T T
T T
T T
T T
T T
T T
T T
T T
a
S�S
PIE
irSa$$rd'$SrSffi$Srd�$SPS$S9$SB'$Srb'$Sr8$$'doffird$�8Sffi�$$9'$SB$Si
�! W
.q q.+.
pR
29
:hod
g
°!4+�¢°3
+4
wRR@
q+o+@"•?!4
r4R+4rQ4mW
+m
4'-a¢R?R4�t�
I�
r.: L;
�!7
'+R§�
§
:b.§§`1HN912
124
�R
diy§g"I
bl
Z%
''g
dl�LLl'§�'�d:
:4
Zf bi
§rl
^l L1
e'I '§r4
�t}y9
yA•
I
Z7
H
R+§
4
4§
m 4
4§
4 4
:1 �
R '4
at
'g
Z7 W
4 tt
y
4 4p
2
q ^2
§
a4 al
: 4
Lt §
§ §
§ N'4
ri :4
N L.'
§ 63
H
b §
q
ul'4
� 4+
`l
'w
dt b
m 3
§t;§di'9bl§1'J^L§ritZf9§
HWr§NW§17b:�`2
Zi§q
mlgL;AB;b,
btf+q
§y'11`Lbybl
Z2§§
•r/X-
$�
a
N9tn14119�
N �
7:W
;ym
e �
;y§bldib!§Z!blbl§
R§
MUMjr
rW
§
��j
031, m
mZ
D UOi
;ov
!j
Z �
C
D�
W C
N
C�
I x
C
X
DD
X W
3m
3�
n
DO
r Z
O
:Em
0 n
rr
m0
n �
rm
.p v
X
v Ccj
Z
DM
W N
1
l%%l IllI 11'`
Odd �
=D2
=
Iff ON
f
a
ELITE ALUMINUM
I�1
J L�
4r�'J
�q
°
r
z r
V p
.A
I^a
FMWFW
�MFIC
�Vmutac
r xEVmltlx
1
Inc
T�
a <
Fle
„°
,�,ul,
mno a
mtenr
ELITE CORPORATION
Perm u 4650 LYONS TECHNOLOGY PARKWAY
C000NUTCREEK.FL33073
CORvoRwTEAVE
160 12th r
SW S
DEERFIELD BEACH, FL
P=q� �I
.:HHBm.m
ENO°' �OF ODn
V
a
I
�.aara%oama®�wana'r.'�`w�
°�rmr�msev�rmru®°mr
p -
EPS FOAM CORE COMPOSITE ROOF PANELS
OSB /ALUMINUM SIGN
FLORIDA STATEWIDE APPROVAL-FL*7621.1