HomeMy WebLinkAboutPRODUCT APPROVALELITE
ALUMINUM
CORPORATION
4650 Lyons Technology Pkwy
Coconut Creek, FL 33073
1-954-949-3200
SCANNED
BY
3'(MIN.) x 0.032 x 2.0-L3 EPS PANEL
(ALLOWABLE CLEAR SPAN CHARTS)
MAX. ULTIMATE
DESIGN
MAX, ALLOWABLE SPAN (FT)
PRESSURE'
(PSF)
L/80 L/120
•)IJ/-llG]
9A 9A
P,,,..0 PSF Eoutsste
S P, .117 PSP, P,,.ae Pss (DuusPaws P,,..n(a
Pss 3.180
1
ELITE 1 HOUR FIRE RATED PANEL
.090
D
.032' ALUMINUM FACING
1/2' GYPPUM
C
1'TONGUE GROOVE
GYPPUM COREBOARD
1/2' GYPSUM
1'-2 lbs. EXPANDED POLYSTERENE
.032' ALUMINUM FACING
3' ELITE
H-MULL
B ISOMETRIC
///---HEA➢ STRUCTURAL
/ ADHESIVE CAULKING
/
t-?
W )� TE➢ SUBSTRATES )BSTRATE-
[D)$U0
%"0x1j'ORalax2'LAG
OOOO 000000 z
SCREWS 2' FROM PANELS
) Q O Q Q Q Q O Q Q Q( a o
ENDS L 6' U.C. PER PANEL
CONCRETEOR CONC. BLOCK,
%'X2Ye ELCO CRETE-FLEX BOTTUM FACINGS
SS4 OR EQUAL 2' FROM
INTERLOCKING CROSS SECTION
PANELS ENDS L 6' O.C.
PER PANEL
BEAD STRUCTURAL
3' I (MN.) 0.032'x2.0p EPS
ADHESIVE CAULKING ALUMINUM PANEL)SLOPE
��<ELITE
MAX WIDTH INTERLOCKING
NEL (1/4•/FT MIN SLOPE)
W Z
0o O00000000 J
EPS CORE 2.0 LB
0-000_0000 Qaw
i4'0 THRUBOLTS (SIX REQ'm BAMHANNEL
BASE CHANNEL
9.5' O.C. PER EACH 48' VIDE
ROOF PANEL
(6063 T-6 ALLOY)
BASE(6005
(9' CLEAR SPA
SITE SPECIFIC
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTION L SUPPORTING Oi
STRUCTURE DETAILS.
DETAIL 2
O
(4)-p14x3/4' SMS SCREWS
(TYP. EACH SIDE)
EPS PANEU SPAN DETAIL
BASE CHANNEL
2.000
3.163
.055
'H' MULLON
W0x5344' SCREW a 12' D.C.
OR y'Ox7' SCREW 8 8'
O.C. (BOTH W/ 1WOxO.031'
PLATE WASHER L ...Is-
NEOPRENE
GASKET (TYP.)
(4)-M14x3/4' SMS SCREWS
(TYP. EACH SIDE)
GENERAL NOTES
I. Composite panels shall be constructed using type 3105-11I54 Cr 3003-1I I54 aluminum facings., 2 PCF ASTM C-578 Dyplast
Produces LLC 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 roofpancls maintain a IIL 1715 (int) class'B' (cxt) rating and are NER-50I approved.
3. Elite 1 hour fire rated panel exceeds the structural and impact capacity of the standard 3"x0.032"x 1-lb EPS panel. Double I
hour panel to achieve 2 hour fire rating wall.
4. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code
6T" 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.
5. 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.
6. Defection limits and allowable spans have been listed to meet FBC including the HVHT
7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94, and ASTM E72.
8. Reference test report number 97-044 from Construction Testing Corporation, 13873 N.W. 19i1 Avenue, Miami, FL 33054.
9. In the HVHZ. all fasteners to be austenitic stainless steel or coated or plated carbon steel with a Rockwell hardness less than
C35 in the load bearing portion of the shank. Screws shall be zinc coated per ASTM A123, A641, or 8633 or nickcl/chromium
plated per ASTM B456, Type SC per Aluminum Design Manual -Part 1.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the strength of the fan beam to exceed shown figures as part ofsitc-specific engineering.
11. Products meet the FBC deflection limits including the HVI IZ (U80 for spans < 12'-0" in IIVIiZ and U120 in non-HVIIZ per
Chapter 16 Table 1604.3.
12. In IIVHZ regions, the U80 deflection limit is for use in Group R3 occupancies with roorprojection not exceeding 12 feet and
where the structures are not to be considered living areas per FBC Section 1616.3.1 V.
13. Roofpancls may be interlocked to unlimited width within the limitations of the sitc-specific engineering. Walls panels shall be
maximum 48" wide with "H" mullion between wall panels.
14. Wall and rool'pancls may be used in site -specific engineered sunroom systems utilizing glazed openings as allowed by the
engineer ofrecord. Engineer of record may specify equivalent alternate connection details.
15. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. Wood shall have specific gravity,
(G) of 0.36 minimum.
OPTIONAL
GUTTER OR
DRIP CAP
O O • (INCIDENTAL)
00"00000•I
O.H.A
rMAX IN FRONTL 25X
ANEL WIDTH B SIDES
MAX AT SI➢ES)
a
u
3' CM ) x0A32Ix2:ON PS F
ELITE=A MINUM`PANE ,
D /
BEAD STRUCTURAL y
ADHESIVE CAULKING
D
BASE CHANNEL
�(6063 7-6 ALLOY)
WOO➢ SUBSTRATE,
(2)-%@'Ox1}' OR N14x2'
LAG SCREWS ON EACH SIDE
OF 'H' MULLION
(2)-I:'x2Y4' ELCO
CRETE-FLEX SS4 OR EQUAL
ON EACH SIDE OF 'H'
MULLION
V0x534' SCREW P I2' OL
OR Y'Ox7' SCREW B 8' D.C. (0-014x3/4' SMS SCREWS iS'OxS;:• SCREW H 12' D.C.
(BOTH W/ IWV.M031• PLATE (TYP. EACH SIDE) OR Y•0x7' SCREW B 8' U.C.
WASHER L D079' NEOPRENE (BOTH V/ ltl'0xa031' PLATI
GASKET (TYP') 3• COMPOSITE WISHER L 0.079' NEOPRENE
SLOPE � ROOF PANEL GASKET (TYPO
WALL PANEL V/ 'H' MULLION
WALL PANEL k
000C)07 1000 0200
CHANNEL
WALL PANEL I ,1 I VALL PANEL
DO KIM
6 ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BAL IDD39
Tampa, FL 33679
Tel: (813) 857-9955
RavlDat De9Cd tlon
e ISSUEUFORPRODUCT
tOt7 APPROVAL
rn
J O
w X
Z Z IL
> Cl) a2Q
ado ~�F
O m M O 7 0
U �LL 0�a
E 0 6 �Qw
C `7 Lu
fY
(AU OZ�
7 CO 7 O ? H
TC �7H¢
(D D O O J (A
W m U LL Q O
W O
LL
DETAIL 1
I m• KULLmN A
l
V
DRAWN BY: DYK
ELEVATION
CHECKED BY: DYK
SCALE AS SHOWN
DATE W19109
WOOD SUBSTRATE,
(2)-%"0x1h' OR 1i14x2'
)`'y
LAG SCREWS ON EACH SIDE
0.
O: •yLCENSF,:;!
OF 'H' MULLION
CONC BLpCK,CONC BLOCK,
:`
-
C�NCRETE�R
(2)-y'x2ii' ELCU -
00 YEON KIM. P.E:',/t
*:D REG. NUMBER4949* t
CRETE-FLEX SS4 OR EQUAL i
'H'
'D "-" I I
ON EACH SIDE OF 7
MULLION
;
�%q KIM 8 A}ft�IATES;'L�
0-L14x3/4' SMS SCREVS
"P. EACH SIDE)
'O '. Apt 7 G��
''p".pb��3`� `
U)-p11x3//• SMS SCREWS
CTYP. EACH
{>)
SIDE)�)(i
'H' MULLION Thnnem
km decRonieegly Meet
C 6Y
Sig,utae
99
YIGm. PEonddadateusin9a Digital
'fed wpief o(NM daammterenot
mndered
EASE CHANNEL stld
IO17.OA16
I9nNl end sealed andthepgneture
fudmam/Hectro„ieeopia.
1<i:11 M'00'
_+],-
Drawing No. -o9o227-R4