HomeMy WebLinkAbout16' 9203 W6 drawingI
C
I
0
4
3
2
BRAND
EMBOSS TYPE
SHEET
SHORT
LONG
FLUSH
1 OF 4 REV. N0,
ZONE: DATE:
CL❑PAY
9200, HDP20
9203, HDPL20
9201, HDPF20
(1) 20 GA. BACKER PLATE BETWEEN EACH 03
- 2/11/13
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED 04
- 2/28/20
IDEAL
8200
8203
8201
ACRYLIC ADHESIVE TO BACK OF DOOR. 05
- 8/5/20
H❑LMES
7200
7203
7201
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT
GLAZING. SEE SECTION B-B ON SHEET TWO
FOR DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
MAX STANDARD SIZE
A
IS 42"x16". MAX IMPACT RESISTANT GLAZING
IS 19-1/2"x12"
I
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II I II
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II !I II
DOOR
HEIGHT
# OF
SECTI❑NS
UP
TO 7'0'
4
7'3'
TO 8'9'
5
9'0'
TO 10'6'
6
10'9'
TO 12'3'
7
12'6'
TO 14'0'
8
14'3'
T❑ 15'9'
9
16'0'
10
MAX
SECTI❑N
HEIGHT, 21'
HA► 4 j4 •-#.#ri
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► No 63286 '
:-33 STATE OF : QJ
. 0lop
. C OR X O•�`%.
DESIGN ENGINEER1
SCOTT HAMILTON, P.E.
0
16 GA. DOUBLE END STILES.
MAY BE NOTCHED FOR LITES.
----VIEW "B" (SEE SHEET THREE).
VIEW "C" (SEE SHEET THREE).
TWO POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
- —� A OPTIONAL OUTSIDE KEYED LOCK POSITION.
MAX. DOOR WIDTH INNER BOTTOM BRACKET.
= 16'-2" (1) 3-IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK.
OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845.
REVISIONS
ECN NO. APPVD: DESCRIPTION
- SH UPDATED TOP BRACKET REQUIREMENT.
EN2736 SH REVISED WINDOW SIZE AND TITLE BLOCK
- SH REMOVED WIND CHART
rGLAZING SHOWN IN TOP SECTION.
Ki
An
!I N 11
--il li _ EI
II r! II H
II EI IIL II
II H H II
II 13 li l`i
II II H
II _ II I1
(I li fl
it FI II II
II IE II li
li II I!
!I It II
II II II II
It II II it
II II II
SLIDE BOLT LOCK
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
CK BAR
GAGES IN
ACK ON
CH SIDE
OF DOOR.
INSIDE SLIDE BOLT I "INSIDE HANDLE
LOCK OPTION. OUTSIDE -KEYED LOCK WITH
OUTSIDE KEYED LOCK --WITH
SNAP LATCH_LOCK_ OPTION. LOCK BAR LOCKING.
END
STILE.
OUTSIDE
HANDLE.
(MANUFACTURING PRODUCT CODE
DSIU-1F171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F.
Unless Stated Otherwise Clvpar 8585 Duke Boulevard WINDLOIAD RATING
TOLERANCES are Mason, off 45040 USA \ . / � D P 3 8
Tel. No. 513-770-4800 \/\/
.0 = f.031 CORPORATION Fax No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" PUR DOORS TO 16'2" (SEE TABLE FOR MODELS)
.000 = f .005
.0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.
Degrees = t1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 1 OF 4 SIZE B
Unless Stated Otherwise
DIMENSIONS ARE IN INCHEs.1 DWG. NO.: 104879-A/B VER: IBC
FLORIDA m ItI STOTUBMWE9W VAL 16107
IJ
C
I
An,
C
BRAND I EMBOSS TYPE
SHORT I LONG FLUSH
` CL❑PAY 9200, HDP20 9203, HDPL20 9201, HDPF20
IIDEAL 8200 8203 1 8201
I H❑LMES 1 7200 1 7203 1 7201 1
SHEET, REVISIONS
2 OF 4 REy. N0. ZONE: DATE:+EC�OP DESCRIPTION
05 - - SEE REVISION HISTORY ON SHEET ONE.
IMPACT --RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2"02" INJECTION -MOLDED
POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2
PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN
ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT_
SECTION B-B IMPACT -RESISTANT GLAZING OPTION
C r' aDETAIL 'D'
DETAIL 'D,�-� —•�
OPTIONAL DECORATIVE 2.25
MULTIPURPOSE HIGH BOND TAPE
SNAP -IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
O,tee-F' ' STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT -
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS.
B SLX2432T FRONT
FRAME & GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 104879-A
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ti% �►O.�T HAh��� •',ice
T
No 63286
A :-33 t STATE OF
O R'
DESIGN ENGINEERI
SCOTT HAMILTON, P.E.
4 � 3
STANDARD ASSEMBLY CONSTRUCTION:
OPTIONAL DSB OR 1 /8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2606.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B NON -IMPACT RESISTANT GLAZING OPTION
FRONT FRAME WITH U.V. COATING ON
OUTSIDE SURFACE. NOTE THAT STANDARD
FRAME IS NARROWER THAN
IMPACT -RESISTANT FRAME.
1-1.2s -1
GLAZING.-1
MOLDED INSIDE #80-3/4" PAN
LITE RETAINER. HEAD SCREW.
STANDARD ASSEMBLY DETAILS
DRAWING 104 3"-B
MANUFACTURING PRODUCT CODE
DSIU-1F171
I
10
19
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. /1
Unless Stated Otherwise RIA
�� 8585 Duke Boulevard WINDLOAD RATING
TOLERANCES are Masan,OH-770 USA4853 \ A /DP38
Tel. Na. 513-770-4800Vv.0 = f.031 CORION Fax No. 513-770-USA
.00 = t.015 DESCRIPTION: 2" PUR DOORS TO 16'2" (SEE TABLE FOR MODELS)
000 = t.00s DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.
0000 = t.001 SIZE
Degrees = t1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 2 OF 4
Unless Stated Otherwise VER: IBC
DIMENSIONS ARE IN INCHES. DWG. NO.: 104879—A/B
2 FL G�3�DQ p OO DMC�� app[ OO MQ� �� 0�7
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C
I■
L
AI
BRAND
EMB❑SS TYPE
SHORT
LONG
FLUSH
CL❑PAY
9200, HDP20
9203, HDPL20
9201, HDPF20
IDEAL
8200
8203
8201
H❑LMES
7200
7203
7201
f__ HORIZONTAL (TOP) JAMB
(NU LUAU F KUM UUUK)
FASTENER
TYPE
MAX. O.C.
U.
2x6 VERTICAL JAMB
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET, REVISIONS
3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
05 — — — — I SEE REVISION HISTORY ON SHEET ONE.
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & —336 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS Q USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
x6 JAMB TO SUPPORTINQ STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MAXIMUM
ON —CENTER
DISTANCE
STEEL
BETWEEN
WASHERS
BUILDING TYPE
FASTENER TYPE
FASTENERS*
REQUIRED?
BLOCK
1 4" x 1-1 4" MIN. EMBED TAPC N C N RETE ANC R
7-1
1' O.D.
—WALL
3000 PSI MIN. CONCRETE
1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR
8-1 4
1 O.D.
2000 PSI MIN, CONCRETE
3 8" X 1-3/4" MIN. EMBED WEJ—IT ANKR TJTE SLEEVE ANCHOR
—
INED
IN —IT ANKR Ti R
INCLUDED
I WOODP
T
O.D.
* FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON —CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
►►11 HjMk
•
No 63286
2z:;>
�9 STATE OF .7 1UJ Z
� ❑ �LI �
+�Ni �/QNArt-E ►►►
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DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
H
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
URETHANE CORE, ;
(1) 12 GA. GALV. STEEL TOP ROLLER
DENSITY 2.4 P.C.F. BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #14x5/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
AND NUTS PER BRACKET.
TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED —ON PRIMER AND A BAKED —ON
—4"— POLYESTER PAINTED TOP COAT APPLIED TO
r BOTH SIDES OF STEEL SKIN.
4-11/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4) #14x5/8"
VIEW "D„ SHEET METAL AND (2) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B".
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEL,
50 KSI. MIN.
ONE 4" T—STRUT PER SECTION. (SEE
VIEW "D") EACH T—STRUT ATTACHED AT
27 GA (0.016" MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
SKIN WITH G-40 MIN. GALV. BAKED —ON 1 /4 x3/4 SELF TAPPING SCREWS.
POLYESTER PAINTED TOP COAT APPLIED
TO BOTH SIDES OF STEEL SKIN.
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
' WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
#145/8" SHEET METAL SCREWS
0
O 0
00 O 0
1 /4"x3/4" SELF
TAPPING SCREWS.
14 G6. ENQ HINGE S A. MIN. INTERMEDIATE HINGE
VIEW "B" VIEW „C„
3
SECTION A —A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
DSIU-1F171
DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F.
PART NO.: N/A
Unless Stated otherwise
TOLERANCES are
= Cl8585 Duke Boulevard
Mason, USA
npay Tel. 51H 4504-7700
WINDLOAD RATING
\ / D P 3 8
.0 = f.031
CORPORATION Fax No. 513-770-4853
�/�/
DESCRIPTION: 2" PUR DOORS TO 16'2"
(SEE TABLE FOR MODELS)
.00 = t.015
.000 = f .005
.0000 = t.001
DRAWN BY: SH
DATE: 9/28/12
SCALE: NTS
DWG.
R
CHECKED BY: SH
DATE: 10/12/12
Degrees = t1/2'
SHEET 3 OF 4
SIZE J__J
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104879—A/B
VER: IBC
FLOG RIDA PF�OO DUCT APP�OO VAL 16107
IN
C
C
C
I
■
0
4 3
BRAND
EMBOSS TYPE
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
SHORT
LONG
FLUSH
CL❑PAY
9200, HDP20
9203, HDPL20
9201, HDPF20
IDEAL
8200
8203
8201
H❑LMES
7200
7203
7201
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS. ft"DOOR COUNTERBALANCE SYSTEM
ALV. STEEL FLAG BRACKET ATTACHED TO
j
H (3) 5/16" X 1-5/8" LAG SCREWS
j
TRACK WITH (2) 1/4" RIVETS.
FASRQD:
x
w
ACING NTE 14" O.C.
x
0
63" 2" GALV. STEEL TRACK,
II
TRACK THICKNESS: 0.083".
=
50"
w L"
=
38" TYP. 2-1/2" X 12 GA GALV.
z
STEEL TRACK BRACKETS,
z
Uj
ATTACHED TO JAMB WITH (1)
ao
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
3" TRACK CONFIGURATION
DOORS 800 LBS AND OVER.
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w
x
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0
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No 63286
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:• S TAT E OF
•� •r't` •.4OR%OP'N,%
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
0
10"
3-1/2"
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH,
2
SHEET,
4 OF 4 REV. NO.1 ZONE: DATE:
05 1 - I -
JAMB CONFIGURATION
DOORS UP TO 800 LBS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE". ��,,,,,•,,,,Y�,,,d..
2-1/2" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X 1-5/8"
LAG SCREWS NOT TO EXCEED 14"
ON -CENTER, MIN. OF (9) LAG
SCREWS REQUIRED PER JAMB.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET.
JAMB CONFIGURATION
DOORS 800 LBS AND OVER.
1" DOOR OVERLAP (EACH SIDE)
Or 2x6 SYP WOOD JAMB. SEE
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE".
THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR
VERTICAL/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT).
JUNCTION. TWO 1/4" BOLTS - — FROM LAST MOUNTING x 2-7/8" MIN. x 0.080" TAPERED
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
12" ON CENTER
46"
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
In
3-1/2"
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7 -0
72
8'-0"
84"
96
1 '132
M2:R'
15fi
180
0.101" THICK 3" GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
REVISIONS
ECN NO. APPVD: DESCRIPTION
- - I SEE REVISION HISTORY ON SHEET ONE.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUND PUSH NUT FASTENED TO SECTIONS W/(4) EACH
FASTENER. #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
SECTION C-C
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE" AS SHOWN IN
ZONE B--3 SHEET 1.
DOUBLE TRACK
LOW HEADROOM OPTION
(AVAIL. FOR BOTH 2" AND 3" TRACK)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
• 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUND FASTENED TO SECTIONS W/(4) EACH
PUSH NUT #14x5/8" SHEET METAL SCREWS.
FASTENER.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH #145/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
t- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C !MANUFACTURING PRODUCT CODE
- PREPARATION OF JAMBS BY OTHER% D S I U -1 F 171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A
Unless Stated Otherwise CI Tel. 8585 Duke Boulevard WINDLDAD RATING
TOLERANCES are Mason, 51 4570 800 \ • / D P 3 8
Tel. n, 513-77 USA VV
0 = f.031 CORPORATION Fax No. 513-770-4853
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME 00 = f.015 DESCRIPTION: 2" PUR DOORS TO 16'2" (SEE TABLE FOR MODELS)
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22", 34", .000 = f.005
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & .0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG,
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = t 1/7 CHECKED BY: SH DATE: 10/12/12 SHEET 4 OF 4 SIZE
VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104879-A/B VER: IBC
3 2 IGLOO RDIODD A p A 0DMC T Lapplfl�OWAL 1 C�1 07
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