HomeMy WebLinkAbout3-Taco Bell - 08.06.2021 - A6.4 Ceiling DetailsOPEN TO STRUCTURE
1/2" GYP. BD.
5/8" TYPE 'X' GYP. BD. TAPED
AND FINISH SMOOTH FOR
PAINT FINISH AS
SCHEDULED
WOOD STUD
FRAMING AS
SCHEDULED
NOTE: VERIFY ASSEMBLY WITH
TRUSS MANUFACTURER WHERE
1 HR ASSEMBLY IS REQUIRED
FURRING
CHANNEL AT
24" O.C. 20
GAUGE 2" MAX.
8 GA. HANGER WIRE
TO STRUCTURE
ABOVE, 4'-0" O.C. WITH
4 WIRES SPLAYED
90^ IN 4 DIRECTIONS,
45 DEG. MAX. FROM
CEILING PLANE
TYPE "S" SCREW
@ 8" O.C.
5/8" GYP. BD. TYPE "X" ALL
EDGES SUPPORTED
1 1/2" COLD ROLLED
STEEL AT 48" O.C., 20
GAUGE
20 GAUGE WIRE45°45°4
5
°45°LATERAL BRACING: 4-12 GA. WIRES SECURED
TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER
INTERSECTION AND SPLAYED 90° FROM EACH
OTHER AT ANGLE NOT TO EXCEED 45° FROM
THE PLANE OF THE CEILING TYP. @ 12'-0" EA.
WAY BEGINNING 6'-0" MAX. FROM WALL.
ANCHOR WIRES TO
STRUCTURE ABOVE
MAIN RUNNER CROSS RUNNER
AT SUSPENDED CEILING
VERTICAL HANGER WIRE AT
4'-0" O.C. W/ (2) 1 1/2" X 9" GA.
STAPLES @ LOOP AND (1)
ACROSS LAP. 3 FULL TURNS
MINIMUM WITHIN 3" LENGTH
AT OPEN GRID: VERTICAL
SUSPENSION WITH
THREADED ROD PER OTHER
DETAILS
NOTE:
∂ALL WIRES 12 GA.
∂PROVIDE 6" CLEARANCE AT ALL PIPES AND DUCTS, ETC.
∂BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH
A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200
POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR
OF 2
ACOUSTICAL CEILING TILE WITH
WALL ANGLE
2X4 WOOD STUD FRAMING
5/8" TYPE 'X' GYP. BD. TAPED AND
FINISH SMOOTH FOR PAINT
FINISH AS SCHEDULED.
1/2" GYP. BD. TAPED AND FINISH
SMOOTH FOR PAINT FINISH AS
SCHEDULED
ACOUSTICAL CEILING TILE
WITH WALL ANGLE
METAL STUD
TYPE 'X' GYPSUM BOARD
TAPED AND FINISH
SMOOTH FOR PAINT
FINISH
WALL
BEYOND
5/8" GYPSUM BOARD
ACOUSTICAL CEILING TILE
WITH WALL ANGLE
4'-0" 12'-0" 4'-0"MAX.SEE
PLAN
16'-0" 12'-0" 4'-0"3/8"MIN. CLR.8" ELEVATION 45°3/8"
MIN. CLR.
MIN. #12 GAUGE
ACOUSTICAL CEILING
NOTE: TILE 2 ADJACENT WALLS TO
CEILING MAIN AND CROSS RUNNER
CEILING GRID USES #12
GAUGE SPLAY WIRE
HANGERS AT 45° AND 90°
TO EACH OTHER (4 WIRES)
BEGINNING 48" FROM
STARTING POINT OF GRID
AND TILE LAYOUT AND IN
BOTH DIRECTIONS AT 12'-0"
THEREAFTER ALL
CLEARANCES. TIES TO
WALL, ETC. TO CONFORM
TO STATE AND LOCAL
CODES.
LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF
6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT
PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.
BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE
STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN
LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS,
WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2.
LIGHT FIXTURE (LESS THAN 56 LBS.)
PROVIDE MINIMUM OF 2 SCREWS AT
OPPOSITE CORNERS OF SUPPORT
WIRES, OR SCREW ON T-BAR SAFETY
CLIPS AT SIDES OR ENDS.
TWO (2) NO. 12 GAUGE WIRES
MUST BE SECURED FROM LIGHT
AND MECHANICAL FIXTURES AT
OPPOSING CORNERS ALONG
WITH FIXTURES DIAGONAL
WIRES MAY BE SLACK
FOUR (4) NO. 12 GAUGE WIRES
MUST BE ATTACHED TO THE
GRID MEMBERS WITHIN 3" OF
EACH CORNER OF EACH
FIXTURES WHEN INTERMEDIATE
CEILING SYSTEMS ARE USED
SUSPENDED CEILING GRID
CEILING
A6.4
GYPSUM BOARD TRANSITION 3"=1'-0" 17 SUSPENDED ACOUSTICAL CEILING 3"=1'-0" 9 CEILING HEADER TRANSITION3"=1'-0"5
SUSPENDED CEILING GRID 1'-0"=1'-0" 10
DETAILS
9853 N MICHIGAN RD.
CARMEL, IN 46032
TB21-10
GGD
08.06.2021PERMIT / BID:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDI
ENDEAVOR - REMODEL
62 SEATS / 3,011 +/- S.F.
TACO BELL, CARMEL, IN
A R C H I T E C T S
2145 Ford Parkway, Suite 301
Saint Paul, Minnesota 55116
651.690.5525
www.finn-daniels.com
Rebecca L. Olson, AIA #AR11500059
IAN AI
ND
REGISTER
E
D REBECCAL.O
L
SONSTATE OF
ARCHITEC T
NO. AR11500059
GYPSUM BOARD CEILING3"=1'-0" 6
CEILING TRANSITION 3"=1'-0" 11
LIGHT FIXTURE AT SUSPENDED CEILING N.T.S. 8
ALLOWABLE CEILING SPANS - L/2403
CEILING SPAN TABLE NOTES:
(EXAMPLE: 6" = 600 X 1/100 INCHES) ALL
MEMBER DEPTHS ARE TAKEN IN 1/A100
INCHES. FOR ALL "T" SECTIONS MEMBER
DEPTH IS THE INSIDE DIMENSION.
MEMBER DEPTH: FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625"
~ 162 X 1/100 INCHES)
ALL FLANGE WIDTHS ARE
TAKEN IN 1/A100 INCHES
STYLE:
(EXAMPLE: STUD OR JOIST SECTION = S )
THE FOUR ALPHA CHARACTERS UTILIZED BY
THE DESIGNATOR SYSTEM ARE:
S = STUD OR JOIST, T = TRACK, U = CHANNEL,
F = FURRING
(EXAMPLE: 0.054 IN. = 54
MILS; 1 MIL = 1/1000 IN.)
MATERIAL THICKNESS IS
THE MINIMUM BASE
METAL THICKNESS IN
MILS. MINIMUM BASE
METAL THICKNESS
REPRESENTS 95% OF
THE DESIGN THICKNESS
-
MATERIAL THICKNESS:
600 S 162 54
1. VALUES ARE FOR SINGLE SPANS.
2. ALLOWABLE CEILING SPAN CALCULATIONS BASE ON 33KSI YIELD STRENGTH STEEL.
3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES.
4. END BEARING LENGTH = 1" MINIMUM.
SECTION (MIL.)
4 PSF
LATERAL SUPPORT OF COMPRESSION FLANGE
UNSUPPORTED JOIST SPACING
(IN.) .O.C.
MID-SPAN JOIST SPACING
(IN.) O.C.
12" 16" 24" 12" 16" 24"
NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION
(SSMA) ICC ESR-3064P
362S125
362S125
362S125
362S125
362S125
362S137
362S137
362S137
362S162
362S162
400S125
400S125
400S125
400S125
400S137
400S137
400S137
400S162
400S162
600S125
600S125
600S125
600S125
600S137
600S137
600X162
600X162
INDICATES THAT WEB STIFFENERS ARE REQUIRED AT ENDS
18
27
30
33
43
27
33
43
33
43
27
30
33
43
27
33
43
33
43
27
30
33
43
33
43
33
43
9'-3"
10'-8"
11'-0"
11'-5"
12'-8"
12'-0"
12'-11"
14'-3"
14'-8"
16'-2"
10'-11"
11'-4"
11'-9"
13'-0"
12'-4"
13'-3"
14'-7"
15'-0"
16'-7"
12'-5"
12'-9"
13'-2"
14'-6"
14'-11"
16'-3"
16'-11"
18'-5"
8'-7"
9'-10"
10'-2"
10'-7"
11'-8"
11'-2"
11'-11"
13'-2"
13'-7"
14'-11"
10'-1"
10'-5"
10'-10"
12'-0"
11'-5"
12'-3"
13'-6"
13'-11"
15'-3"
11'-6"
11'-10"
12'-3"
13'-4"
13'-9"
15'-0"
15'-8"
17'-0"
7'-7"
8'-10"
9'-1"
9'-5"
10'-5"
10'-0"
10'-8"
11'-8"
12'-2"
13'-4"
9'-1"
9'-4"
9'-8"
10'-8"
10'-3"
10'-11"
12'-0"
12'-6"
13'-8"
10'-4"
10'-8"
11'-0"
11'-11"
12'-5"
13'-5"
14'-1"
15'-3"
12'-8"
15'-0"
15'-6"
16'-2"
17'-9"
17'-2"
18'-4"
20'-0"
20'-10"
22'-8"
15'-5"
16'-0"
16'-7"
18'-3"
17'-7"
18'-9"
20'-7"
21'-5"
23'-4"
17'-11"
18'-5"
18'-11"
20'-6"
21'-5"
23'-1"
24'-5"
26'-4"
11'-7"
13'-11"
14'-4"
14'-10"
16'-5"
15'-11"
16'-11"
18'-6"
18'-11"
20'-7"
14'-3"
14'-9"
15'-3"
16'-10"
16'-4"
17'-4"
19'-0"
19'-10"
21'-7"
16'-6"
17'-1"
17'-7"
19'-0"
19'-10"
21'-5"
22'-8"
24'-4"
10'-0"
12'-4"
12'-10"
13'-3"
14'-8"
14'-3"
15'-2"
16'-7"
16'-6"
18'-0"
12'-9"
13'-2"
13'-8"
15'-0"
14'-8"
15'-7"
17'-0"
17'-9"
19'-4"
14'-9"
15'-3"
15'-10"
17'-0"
17'-10"
19'-3"
20'-5"
21'-11"
NOT USED4
NOT USED 7
NOT USED 13
CEILING HEADER TRANSITION 3"=1'-0" 14 NOT USED 18
DIGITAL MENU BOARD N.T.S. 20
STANDARD DETAIL - SITE CONDITIONS MAY VARY. FIELD VERIFY AND
COORDINATE WITH SUPPLIER ANY ADJUSTMENTS NECESSARY.
09/23/21