3280-20-A-1-316.pdf
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ELE.
FINISH CEILING
10' - 0"
ELE.
TOP OF LOW CMU WALL
10' - 8"
ELE.
JOIST BEARING - "B"
14' - 0"
1' - 10" 4"
4' - 0"
2 1/4"
PAIRED PANEL OPERABLE WALL TRACK
5/8 GYP. BOARD CEILING
3 5/8" METAL STUD FRAMING @ 16" O.C.
CEILING TILE
3 5/8" METAL STUD FRAMING @ 16" O.C.
3/8" THREADED HANGER ROD
STRUCTURAL SUPPORT (SEE STRUCTURAL)
3 5/8" METAL FRAMING @ 16" O.C.
5/8" GYP. BOARD
STRUCTURAL SUPPORT (SEE STRUCTURAL)
1' - 6 3/8"
1 1/2"
6" C STUD @ 16" O.C.
CONTINUOUS 6" TRACK
LIGHT GAGE STEEL FRAMING 20 GA.
/2
/2
6' - 8"
5' - 4"STACK DEPTH = 4" PER PANEL + 1"
POCKET DEPTH = STACK DEPTH + 6" MIN.
P A
N E
L W
ID
T
H
POCKET DOOR
POCKET DOOR
ELE.
FINISH CEILING
10' - 0"
ELE.
TOP OF SLAB
0' - 0"
A-1-303A-1-316
OPERABLE
WALL PANEL
12 13 14
ALUMINUM TRIM
ALUMINUM TRAY - CAP AT ENDS
OPERABLE
WALL PANEL
ALUMINUM TRIM
ALUMINUM TRAY - CAP AT ENDS
ALUMINUM TRIM
ALUMINUM TRAY - CAP AT ENDS
A-1-316
/8
ANODIZED ALUMINUM WALL JAMB -
ATTACH SECURELY TO CMU WALL
8" NOM. CMU- GROUT CELLS SOLID
AT VERTICAL REINFORCEMENT
5/8" GYP. BOARD
ALUMINUM TRIM
ALUMINUM TRAY - CAP AT ENDS
ALUMINUM TRAY - CAP AT ENDS
1 1/2" FURRING HAT CHANNELS. RUN EACH
CHANNEL VERTICALLY - VERIFY
SUBSTRUCTURE MEETS MFR'S STRUCTURAL
REQUIREMENTS.
PROVIDE COMBINATION METAL STUD
AND METAL TRACK ALONG WALL
TERMINATION
OPERABLE WALL PANEL
CEILING TRACK ABOVE
ALUMINUM TRIM
ELE.
FINISH CEILING
10' - 0"
ELE.
TOP OF SLAB
0' - 0"
A-1-303
ALUMINUM TRIM
ALUMINUM TRAY - CAP AT ENDS
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JULY 29, 2008
A R
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-2
1 1/2" = 1'-0"2
OPERABLE WALLS - CEILING TRACK DETAIL
1" = 1'-0"1
OPERABLE WALLS - POCKET DOORS DETAIL
3/8" = 1'-0"5
CLASSROOMS - INTERIOR ELEVATION
3" = 1'-0"3
OPERABLE WALLS - JAMB DETAIL
3/8" = 1'-0"4
CONFERENCE ROOM 127E - NORTH WALL ELEVATION
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