HomeMy WebLinkAboutA510.pdf(E) CONC. CEILING TEE
(E) PRE CAST
CONC. CEILING
WD-5
AT TRACK TOP & BOTTOM
ATTACH (2) 0.145 DIAM. POWER
ACTUATED FASTENERS @ 16"
O.C. 1/2" EMBEDMENT
6"
1-1/2" ALUM. ANGLE
3/4" FR PLYWOOD OVER 6" 20
G.A. MTL. JOISTS @16" O.C.
(TYP.)
ATTACH TO WALL TOP TRACK
WITH #10 SCREWS @ 16" O.C.
ATTACH STUDS TO TOP &
BOTTOM TRACKS WITH #10
SCREWS ON EA. SIDE.
ALIGN WITH JOISTS ABOVE
1X6 EDGE TRIM PAINTED TO
MATCH WALL
REFER TO PARTITION TYPES
A1.0
G.W.B. CEILING @ 8'-0" A.F.F.
BASE - SEE FINISH SCHEDULE
FINISH FLOOR- SEE FINISH
SCHEDULE
9 5/8"
3 5/8" STUD
VARIES SEE INT. ELEVS.
A212 FOR HT.
12 GAUGE, 0.105" GALVANIZED STEEL WIRE
TO BE HUNG FROM STRUCTURE ABOVE
SPACED @ 48"
5/8" GYPSUM WALL BOARD TO BE
SCREWED TO DRYWALL GRID SYSTEM
MAIN CEILING GRID BEAM - #DGL26 PER USG
GRID SYSTEMS TECHNICAL GUIDE
NOSE CONNECTION CLIP
CEILING CROSS TEE @ 24" O.C. - #DGL224,
DGL424 & DGL824 PER USG
GRID SYSTEMS TECHNICAL GUIDE
NOTE:
USG SEISMIC DRYWALL GRID SYSTEM
TO BE INSTALLED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS
SEE RCP FOR
B.O. SOFFIT
GWB
USG SYSTEM TO BE PAINTED. SEE FINISH PLAN
SOFFIT FACE TO BE
PAINTED.
CONTINUES TO
U.S. JOISTS
U.S. OF DECK & ALL
EXPOSED
STRUCTURE,
DUCTWORK, ETC. TO
BE PAINTED SEE
FINISH SCHD.
SEE RCP FOR HEIGHT
U.S. DECK
VARIES
SEE RCP FOR CLNG. HT.
EXISTING
STRUCTURAL
DECK.
7/8" UNISTRUT
TO BE PLACED
ON TOP OF BAR
JOISTS IN
BETWEEN METAL
DECK FLUTES.
STEEL BAR JOIST
NOTES:
1. ATTACH UNISTRUT TO TOP CHORD
OF STRUCTURAL JOISTS ONLY.DO NOT
ATTACH TO STRUCTURAL DECK.
2. UNISTRUT TO BE GALVANIZED.
PROVIDE MATCHING CLOSER STRIPS
AND END CAPS. CLOSER STRIP TO BE
APPLIED TO THE UNDERSIDE OF THE UNISTRUT.
3. ALL UNISTRUT SUPPORTING
CEILING ELEMENTS AND/ OR DUCT
WORK SHALL NOT CONTAIN ANY
ELECTRICAL CONDUIT. ALL
ELECTRICAL CONDUIT MUST RUN IN
SEPARATE UNISTRUT.
1" MIN.
SEE RCP FOR
B.O. SOFFIT
GWB
SEE RCP FOR
SOFFIT HEIGHTS.
GWB
USG CEILING SYSTEM TO BE
PAINTED. SEE FINISH PLAN
SOFFIT FACE TO BE
PAINTED. SEE FINISH PLAN
GWB SOFFIT TO BE
PAINTED. SEE FINISH PLAN
12 GAUGE, 0.105" GALVANIZED STEEL
WIRE TO BE HUNG FROM STRUCTURE
ABOVE SPACED @ 48"
5/8" GYPSUM WALL BOARD TO BE
SCREWED TO DRYWALL GRID SYSTEM
MAIN CEILING GRID BEAM - #DGL26 PER USG
GRID SYSTEMS TECHNICAL GUIDE
CEILING CROSS TEE @ 24" O.C.
#DGL224, DGL424 & DGL824 PER USG
GRID SYSTEMS TECHNICAL GUIDE
NOTE:
USG DRYWALL GRID SYSTEM
TO BE INSTALLED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS
2" MAX.
4"X20 GA. UN-PUNCHED
METAL STUD
COMPRESSION STRUT TO
STRUCTURE ABOVE,
DETAIL 2/A521
45° TYP.
3 1/4"
CROSS RUNNER
POP RIVET
A-A
MAIN RUNNER
POP RIVET
B-B
CROSS
TEE SLOT
8 1/4"
8 1/4"
MAIN RUNNER
C-C
CROSS
TEE SLOT
1/2"
3 1/4"
CROSS RUNNER
D-D
NAIL
STRUT STABILIZED
A-A
B-B
D-D
C-C
MAIN RUNNER
CROSS RUNNER
NOTE:
FOR CEILING THAT DO NOT EXCEED 5'-0" TO U.O.
DECK: PROVIDE COMPRESSION STRUTS AT 12'-0"
O.C. MAX. IN EACH DIRECTION.
FOR CEILINGS THAT EXCEED 5'-0" TO U.O. DECK:
PROVIDE COMPRESSION STRUTS (400S200-33)
SPACED AT 12'-0" O.C. MAX. IN EACH DIRECTION.
2"
(N) 2X4 BLOCKING AT END OF
COMPRESSION STRUT.
ATTACH BLOCKING TO METAIL
DECK BOTTOM FLANGE
WITH 2-#10 TEK SCREW EACH END
4"x20 GA. UN-PUNCHED
METAL STUD COMPRESSION
STRUT. ATTACH BLOCKING
WITH 2-#10x1 1/2" WASHER
HEAD WOOD SCREWS
.
CUT OFF STUD SIDES AND
FOLD BACK STUD FLANGE
METAL DECK 1 1/2" - 22 GA. GALV.
A California Corporation
ARCHITECTURE
20521 EARL STREET
TORRANCE, CA 90503
T. 310-343-3430 | F. 310-343-3431
www.menemshasolutions.com
LOS ANGELES | BOSTON
Plans, maps, specifications, studies, and
reports not containing a red ink seal imprint
accompanied by an original signature by
the licensed professional may have been
fraudulently altered and shall not be
considered an original copy. All information
should be disregarded unless verified by
the professional whose signature appears
above. Copyright Protected 2012.
Architect:
REZA A. HADAEGH
402807
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Scale:
Job Number:
Drawing:
LULULEMON ATHLETICA
CONSTRUCTION STANDARDS
Checked By:
Drawn By:
Date:
ISSUED FOR DD-LLL xx/xx/xx
ISSUED FOR DD-LLD
ISSUED FOR CD-LLL 07/31/14
ISSUED FOR CD-LLD 08/14/14
ISSUED FOR PERMIT 08/15/14
ISSUED FOR BID xx/xx/xx
ISSUED FOR SD NA
07/03/14
19780
08/15/14
A520
TYPICAL CONSTRUCTION DETAILS
NA
BAB
193 GORE CREEK DRIVE
Vail, CO 81657 SCALE: 3" = 1'-0"
1
CEILING BEAM FINISH DETAIL
SCALE: 3" = 1'-0"
2
CEILING CLOSURE DETAIL
SCALE: 3" = 1'-0"
3
DRYWALL GRID SYSTEM
SCALE: 1" = 1'-0" 4
SOFFIT DETAIL @ UNDERSIDE OF DECK
SCALE: 3" = 1'-0" 6
UNISTRUT BRACE CONNECTION
SCALE: 1" = 1'-0"
5
SOFFIT DETAIL @ GWB TRANSITION
SCALE: 3" = 1'-0"
8
COMPRESSION STRUT AT GRID
SCALE: 3" = 1'-0"
7
COMPRESSION STRUT TOP ATTACHMENT
NO. DATE
DESCRIPTION
10/08/14