11-959-033TRACK T AND B
JAMB STUD- -
SEE SCHED
ADDED STUD
(WHEN REQ'D)
SEE SCHED
2 -010 SCREWS-
06 SCREWS AT 12'o.c.
TRACK TO NESTED
STUDS
NESTED STUDS SHAPES
PER SCHEDULE- W/FLANGES
CUT AND WEBS CONN TO
JAMB STUDS
118' MIN BTWN.
SCREWS AT END OF
NESTED STUDS WEB
010 OR 012 SCREWS -SEE
SCHEDULE FOR SIZE
AND NUMBER REQ'D
16 GA TRACK
010 OR 012 SCF
SEE SCHEDUL!
16 GA TRACK
INTERIOR HEADER SCHEDULE
SPAN
NESTED STUD
TRACK
0' -41- 12' -0'
2 -3 5/8' 18GA
2 -3 5/6' 16GA
74 - 24' -0'
2- 6' 18GA
2 -3 5/8' 16GA
TYPICAL INTERIOR HEADER SCHEDULE
BUILT -UP HEADER (BUH)
BUILT -UP METAL STUD MEMBER SCHEDULE
(SEE SECTION F FOR ATTACHMENT)
S0.1
BUILT -UP
1
2
MEMBER TYPE
METAL TRACK
NESTED METAL
SEE PLAN FOR
MEMBER TYPE
STUD
LOCATION
0
®
BUN 1
3 5/8'x1 5 18'XI6GA
8'x1 5 /8'x18GA
BUH 2
6'x1 5 /6'X16GA
8'x1 5 /6'x18GA
BUG I (COLUMN)
3 5/8'x1 5 18'X16GA
3 5 /8'xI 5 /6'xl8GA
SECTION
so. i
VERITICLIPOSL OR VERTITRACK @VTX
AS MANUFACTURED BY THE STEEL
NETWORK, INC. 888 -4'14 -4616 ATTACH
THROUGH CLIP WITH APPROVED
FASTENERS (2) HILTI X -U PDF's
0.145'0x1' EMB AT EA STUD °
a
rAj
° C
0
NTS
°
° as
a a
a
BUILT -UP HEADER
SHOWN DASHED
FOR CLARITY
(D—
TS COL
EQ
06 SCREWS AT 12' OC
TRACK TO NESTED
STUDS TYP.
NESTED STUDS SHAPES
PER SCHEDULE
JAMB STUD
BUILT -UP
HEADER
(TOP) n
+ + + +i�
+ + + +
)18GA MTL
TRACK w/ 1 1/4'
MIN FLANGE
SIMPSON L30
ANGLE OR EQUIP
2' MAX
EQ O
3
3/4'
EQ OR 3/4' MIN
3/4'
T -UP COLUMN
BUILT -UP MTL STUD MEMBER ATTACHMENT
STUD
SCHEDULE
BUILT -UP
3/4' C. R. CHANNEL
362
3/4' C. R CHANNEL
4
3/4' C. R CHANNEL
MEMBER TYPE
O
O
0
®
0
SEE PLAN FOR
6'x1 5/8'
20
16' OC
22 -24.5 FT
6'xl 5/8'
LOCATION
16' OC
BUN, TYP
010 SCREWS
m 121 OC
(3) "10 SCREWS
1/4'0 SELF
DRILLING
(2) "10
-
50TH SIDES
BOTH SIDES
SCREWS
SCREWS
"--INSTALL STUD 1/4' SHORT m
HEAD INTO TRACK TO ALLOW
ISOMETRIC FOR VERTICAL DEFLECTION
SECTION
sai
SECTION
SECTION
(CUT STUD SHORT HEAD
TO ALLOW FOR VERTICAL
DEFLECTION)
REQUIREMENTS AS
PROJECT SPECIFICATIONS
VERTICAL DEFLECTION
ATTACHMENT USING
VERTITRACK@VTX SEE AS
MANUFACTURED THE
STEEL NETWORD
(888 - 414 -481(o)
SEE TABLE BE
FOR
RECOMMENDEI
CHANNEL SIZE,
STEEL STUD
NOTE:
CLIP CHANNEL TO BE
WIDTH OF THE SCUD
BEING SUPPORTED.
BRIDGING SPACING:
FOR WALLS USE
BRIDGING AT 4' -0'
O.G. MAXIMUM.
RECOMMENDED BRIDGING SIZE
STUD
16GA BRIDGING CHANNEL
250
3/4' C. R. CHANNEL
362
3/4' C. R CHANNEL
4
3/4' C. R CHANNEL
6
1 1/2' C. R. CHANNEL
SECTION
METAL WALL STUD SCHEDULE
EXTERIOR
WALL HEIGHT
STUD SIZE
GAGE
SPACING
0 -14 FT
6'x1 5/8'
18
16' OC
INTERIOR
0 -15 FT
3 5 /8'x1 5/8'
20
16' OC
15 -22 FT
6'x1 5/8'
20
16' OC
22 -24.5 FT
6'xl 5/8'
18
16' OC
FINISH PER
ARCH DWG'
CONC SLAE
SECTION
6'x CONT MTL STUD
� 16'OC
18GA CONT MTL TRACK
W/ (2) 012 SCREWS At
EACH STUD
0.145'0x1 1/2' EMB
HILTI X -U POWDER
ACTUATED FASTENER
m 16'OC
NESTED STUD
COL. CONT. TT
SEE PLAN
TRACKS, CONT.
SEE PLAN
0.145'0x1 1/2' HIL
POWDER ACTU,g
FASTENER AT 1,
6' O.G. FROM F�
OF POST
- "10 SCREWS -EA. -SIDE =
NESTED STUDS - -
- 0.1450 POWDER
:;TUATED FASTENERS
1 1/2' MIN. EMB. AT
' o.c., 6' FROM FACE
POST
GA. METAL TRACK
f CONC. SLAB
SECTION
so i
NESTED STUDS
COL. CONT.
TYP., SEE PLAN
010 SCREWS AT
12' O.C. MAX.
TRACK TO
NESTED STUDS
TYP.
18GA METAL
TRACK AT
CONC. SLAB
(2) 010 SCREWS
EA. SIDE TO
NESTED STUDS
6' -l6 GA. I-0 (3) 1 /4'x1 1/2 EMB SIMPSON
STUD (TYP) TITEN CONC SCREWS EQ
- - - -- -- - -_ -- - -- - - - - - -- - z - -- SPACED
3 ° n
6'
(E) CONC. DECK
x
METAL BRACE
(4) 010 SCREWS
BOTH ENDS ILMIN.
1
METAL DIAGONAL BRACE
SECTION
CITY OF SOV
eIJILpIN(, T DAP AM,
SEG JOB NO.:
11089
DRAWN /CHECKED BY:
HN /FNC
SCALE:
AS NOTED
ISSUE FOR:
PERMIT
09/14/11
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TITLE TYPICAL. �fTAL STIR
Ffl LNG DETAILS