HomeMy WebLinkAboutB16-0481_A8.06_1482188426.pdfSUB FLOOR
B.O. (E) STRUCTURE
CEILING, SEE RCP
20 GA. METAL TRACK
CONT. METAL BRIDGING, SEE
1 LAYER 5/8" TYPE "X" GYP. BD. ON
20 GA METAL STUDS @ 24" O.C.
20 GA. DIAGONAL METAL BRACING
WHEN STUDS ARE GREATER THAN
14'-0" A.F.F.
2
-
GYP. BD. EXTENSION ABOVE
SUSPENDED CEILING ONLY.
GYP. BD. EXTENSION TIGHT TO
UNDERSIDE OF CONC. BEAM / OR
SLAB+WEBS IN SALES AREA &
OWNER'S LOUNGE
T.O. FINISH FLOOR
6"
20 GA. METAL TRACK
(N) xxxT150-43
TO MATCH SIZE OF STUDS
(1) #10 SMS EACH SIDE
@ EACH STUD
HILTI X-U W/ 1 1/2" EMBED @ 48" OC
AND @ 4" MIN/12" MAX FROM EACH
END OF SILL TRACK, (2) MIN PER
SILL TRACK
SUB FLOOR
B.O. (E) STRUCTURE
CEILING, SEE RCP
CONT. METAL BRIDGING, SEE
1 LAYER 5/8" TYPE "X" GYP. BD.
EACH SIDE ON 20 GA METAL STUDS
@ 24" O.C.
20 GA. METAL TRACK
2
-6"
20 GA. METAL TRACK
GYP. BD. EXTENSION ABOVE
SUSPENDED CEILING ONLY.
T.O. FINISH FLOOR
WHERE NO CEILING,
EXTEND FULL HEIGHT
(N) xxxT150-43
TO MATCH SIZE OF STUDS
(1) #10 SMS EACH SIDE
@ EACH STUD
HILTI X-U W/ 1 1/2" EMBED @ 48" OC
AND @ 4" MIN/12" MAX FROM EACH
END OF SILL TRACK, (2) MIN PER
SILL TRACK
1/2"
NOTE:
STORES IN SEISMIC ZONES 3 & 4
ONLY: PROVIDE CLIP ANGLE(S) +
5'-0" A.F.F. AT WALLS 10'-0" HIGH
OR LESS, AND EVERY 4'-0" AT
WALLS GREATER THAN 10'-0" OR
AS REQUIRED BY LOCAL CODES.
1-1/2" X 3" X 16 GA. CHANNEL CLIP
ANGLE 1/4" LESS THAN STUD
WIDTH, TYP. - ATTACH AT EVERY
STUD WITH (4) 5/8" #S-12 SCREWS
OR 3/4" WELDS IN (3) PLACES
MTL. STUD FRAMING, TYP. SEE
WALL LEGEND - SHEET A2.01 FOR
SIZE, GAUGE & SPACING
3/4" 16 GA. COLD-ROLLED CHANNEL,
LOCATE AT 4'-0" O.C. HORIZONTALLY,
OR AS REQUIRED BY LOCAL CODE
TYP. AT ALL SITUATIONS INDICATED HERE:
NESTED TRACKS (20 GAUGE MIN.) OR
SLOTTED TRACK (20 GAUGE MIN.) TO
ALLOW 1/2" DEFLECTION TRACKS PER ES
REPORT ESR-1042
STUDS CUT 1/2" SHORT FOR 1/2"
DEFLECTION
FINISH MATERIALS (WHERE OCCURS) HELD
1/2" SHORT OF TOP OF TRACK TO ALLOW
FOR 1/2" DEFLECTION. DO NOT SCREW
FINISH MATERIALS INTO TOP OF TRACK -
FASTEN INTO STUDS ONLY
ACOUSTICAL SEALANT IN 1/2" DEFLECTION
GAP AT PARTITIONS WITH ACOUSTICAL
INSULATION
CONCRETE SLAB (CAST-IN-PLACE OR POST-TENSIONED),
TYP. THROUGHOUT THIS DETAIL
HILTI X-U
0.157"
DIAMETER
POWDER-ACTUATED
FASTENERS
AT 18 O.C.
EMBED 3/4"
PER
ESR-2269
6" X 3'-0" X 6" ANGLE
LLH (20 GA MIN.)
FASTEN BRACE TO
ANGLE WITH (3) #10
SCREWS
AT SINGLE BRACE:
FASTEN ANGLE TO
CONCRETE WITH (4)
HILTI X-U 0.157"
DIAMETER
POWDER-ACTUATED
FASTENERS, EMBED
3/4" PER ESR-2269
AT DOUBLE BRACE:
FASTEN ANGLE TO
CONCRETE WITH (5)
HILTI X-U 0.157"
DIAMETER
POWDER-ACTUATED
FASTENERS, EMBED
3/4" PER ESR-2269
TO TOP OF PARTITION
PARTITION TO SLAB PARTITION BRACE TO SLAB
A8.06
PARTITION DETAILS
AS NOTED
SCALE:
1-1/2" = 1'-0"
NON-RATED PARTITION B
SCALE:
1-1/2" = 1'-0"
FURRED PARTITION A
SCALE:
PROJECT NUMBER:
DRAWING TITLE
ISSUE / REVISION
51643
SOLARIS PLAZA
141 E MEADOW DRIVE
#202
VAIL, CO 81657
SHEET NUMBER
10.26.16 PERMIT ISSUE
960 Atlantic Ave.
Alameda, CA 94501
510 865 8663
mbharch.com
12.15.16 PLAN CHECK COMMENTS
SCALE:
NOT USED D
SCALE:
6" = 1'-0"
TYPICAL BRIDGING DETAIL 2
SCALE:
N.T.S.
PARTITION TYPE LEGEND 1
X##
FRAMING SIZE
RATING/HR
PARTITION TYPE
PARTITION TYPE TAG
PARTITION TYPE LEGEND:
SEE PARTITION DETAILS THIS SHEET
RATING LEGEND:
0 - NON-RATED PARTITION
1 - 1 HOUR RATED PARTITION
2 - 2 HOUR RATED PARTITION
FRAMING SIZE LEGEND:
1 - 7/8" HAT CHANNEL
2 - 2 1/2" METAL FRAMING
3 - 3 5/8" METAL FRAMING
4 - 4" METAL FRAMING
6 - 6" METAL FRAMING
GENERAL NOTES:
1. ALL METAL STUDS TO BE 20 GA. UNLESS NOTED
OTHERWISE.
2. USE GREEN BOARD ON TILED WALLS.
3. LEVEL 4 GYP. BD. FINISH TYP. IN CUSTOMER
FACING AREAS U.O.N.
4. LEVEL 5 FINISH AT FEATURE CEILING AND
PLASMA WALL.
SCALE:
NOT USED E
NOTE:
SEE ELEVATIONS FOR BASE DETAIL.
SCALE: NOT USED G
SCALE:WALL HEIGHT TABLE 3
SCALE:
3" = 1'-0"
CONCRETE DECK PARTITION - NON SEISMIC 6
12/19/16