14-403R-018�U�I`'I<I�I1J>CL (/E I L I N 7 I`lC/ I L-Z.;:
1. ALL HANGER 4 BRAG I NG WIRES
SHALL BE SEGURED TO MAIN RUNNERS.
2. PROVIDE TRAPEZE OF OTHER SUPPLEMENTARY
SUPPORT MEMBERS AT OBSTiRUGTION5 TO MAIN
HANGER SPAGING. PROVIDE ADDITIONAL
HANGERS, STRUTS, OR BRAGES AS REG2U I RED AT
ALL GLG. BREAKS, SOFFITS, OR D ISGONTI NUOUS
AREAS. HANGER WIRES THAT ARE MORE THAN I IN
6 OUT OF PLUMB ARE TO HAVE GOUNTER SLOPING
W I RES.
a MAIN SUPPORTS:
12 GAGE HANGER WIRES AT 4'-0" O.G. EACH WAY
BO PERIMETER WIRES:
12 GAGE PERIMETER WIRES INSTALLED WITHIN b" OF WALL
AT EACH MAIN AND GROSS TEE TO WALL JUNGTURE
IBC LIGHT E I XTURE SUPPORT:
12 GAGE WIRE5 ATTACHED TO MAIN* OR CROSS TEES WITHIN 5"
OF FIXTURE AT EACH CORNER. AND 12 GAGE SAFETY WIRE5 ATTACHED
TO FIXTURE (OPPOSITE CORNERS), EXTENDING TO STRUCTURE ABOVE.
INSTALL ONE SGREW AT OPPOSITE CORNERS OF FIXTURE TO MAIN
OR CROSS TEES.
B
CO
SAFETY
WIRES �� • :: �, :,�`• .., - .
• ' ! .,y' '" � `�:,..5'' ' ;mow •,
:,,.d r �•
A
5GREW 4000 TM :
L16HT FIXTURE
GEILING TILE
3 5/5" X 20 GA DIAGONAL NN
BRACING • 48" O.G.
ALTERNATING TO THE STRUCTURE
SEE DETAIL 10/A -5.2 FOR
CONNETCTION TO STRUCTURE
�i
ii
METAL "T" SAR
(�)Bll9PEN�ED QEBM DETAL
j
3 "X3 "X3 "XI8 GA GLIP
ANGLES TO TOP TRACK AND
G O DIAGONAL BRACING W/(2)
#10 50REW GONNEGTION5,
EA. LEG. CLIP ANGLES AT
48" O.G. MAX.
3 5/8" X 20 GA TRACK
I
I
ACOUSTCAL CEILING I I ACOUSTGAL CEILING
35/x' OR 6" METAL STUDS W/
GYPSUM BOARD PER SECTION
I I DETAIL (LARR #25b21)
TRACK TO BRACE MAL
4 go" r -T-w
4 35/e' OR 6 "METAL 5TU05 AT
W/ GYPSUM BOARD PER
I SECTION DETAIL
I 5 5/5" OR 6" X 20 C MTL.
TRACK
I HILTI X -ZF # 52 P5/36M (0.145"
SHANK DIA) FASTENERS • 16"
O.C. (OR EQUAL)
CONCRETE
SLAB
1 TRACK TO BLAB DETAL
scxi r -T-r
D
3 5 /5" X 20 GA DIAL
• 415" O.G. ALTERNAI
STRUCTURE
5 5 /6" X 206A RUNNF
SECURED TO WALL S
ACOUSTICAL GEILING
SEE GEILING PLAN
FOR HEIGHTS
3 5 /5" X 206A META
WITH 5 /5" TYPE "X" C
ST
3 5/8" X206A TRAG
#10 SCREWS TO EA.
SECURED TO SLAB
EXISTING 2ND FLOOR
REINFORCED
CONCRETE DECK
3 5 /5" X 20 GA DIAGONAL BRACING
• 48" O.C. ALTERNATING TO THE
STRUCTURE
3 5/b" X 206A RUNNER TRACK
SECURED TO WALL STUDS
ACOUSTICAL CEILING
SEE GEILING PLAN
FOR HEIGHTS
3 5 /5" X 20GA METAL STUDS • 16" O.C.
WITH 5 /5" TYPE "X" GYP. BD.
EXISTING 2ND FLOOR
REINFORCED
CONCRETE DECK
B.O. DECK
16-0" A.F.F.
\u/ / /
• T.O. PARTITION
B.O. GEILING
&-b" A.F.F.
ACOUSTICAL CEILING
SEE CEILING PLAN
FOR HEIGHTS
0
Oil
0
FITTING RM FITTING RM,
HALL
3 5 /5" X206A TRACK CONTINUOUS (2)
#10 SGREWS TO EA. METAL STUD 0
SECURED TO SLAB
3
FLOOR ELEV
01-011
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DATE:
3/28/14
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711 N. FIELDER RD.
ARLINGTON, TX 76012
PH: (817) 635 -5696
FAX: (81:) 635 -5699
LICENSE No. AR- 0015586
PROJECT COMWTION
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STORE NUMBER
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ISSUE
'A' —ISSUE LL, BID, PERMIT .
DATE 3/28/14
'B' —ISSUE TENANT CHANGE
DATE 5/12/14
'C' —ISSUE BUILDING COMMENT
DATE 5/14/14
'D' —ISSUE
DATE
'E' —ISSUE
DATE
SHEET TITLE
INTERIOR SECTIONS
AND DETAILS
SCALE
1' =1' -0'
SHEET NUMBER
An
5A.2