07-1196-022EXISTING EXTERI
w
EXISTING EXTERIOR FIN
VERIFY INFIELD
121 EXTERIOR HEAD/ JAMB
G "x3"x 114" STEEL ANGLE
l W / (2) a 1 O•-1 G TEK5 SCREWS
-1 1 DIAGONAL WALL BRACING
(3) # 10 5.M.5., U.N.O.
IGGAG"
"`)NCRETE
L WHERE
STUDS
OPENING
METAL FRAME
EDULE
51DE
✓5
ATHING
TOP TRACK
iW
"B" .
IJ4
'ID"
< G' -O"
We
4"
G'- I " TO a' -0"
4
G"
b'- I " TO 12' -0"
6
G"
12' -1 " TO 10 -0"
a
a"
G'- I " TO 20' -O"
a
12"
DOUBLE JAMB STUDS @ OPENINGS LESS THAN
12' -0 ", TRIPLE JAMB STUDS @ OPENINGS 16 GAUGE TRACK x STUD'
GREATER THAN 1 2' -O"
HEADER
PER DETAIL
"'B" = MINIMUM WIDTH OF WALL. USE WALL
THICKNESS INDICATED ON PLANS.
SILL PER DETAIL
- - - --
=-n - -- -
BOTTOM TRACK-,-, I I ( I
II II
.A
(2) 112 "0 HILTI KB -3 EACH SIDE OF JAMB
OPENING WIDTH (W)
09 ELEVATION EDAM ED OPENING
1 /P"— I ,_nu
5 1 /2 "x20 GAUGE
METAL RUNNER
NOTCHED @ EACH STUD
w
(1) # 10 S.M.S. @
EACH SIDE OF STUD
OR JOIST FLANGE
NOTE:
OPTIONAL METHODS OF BRIDGING
ACCEPTABLE WITH ENGINEERS APPROVAL.
CUT LEG OF BRIDGING @ EACH END * BEND
BACK I ", LEG5 SHALL EXTEND AROUND STUD OR
JOIST
BRIDGING ISOMETRIC
.145" 129 HILTI POWDER DRIVEN PIN W/
I -1 /b" PENETRATION @ I G" O.C.
FULL WIDTH
BRIDGING
TYPICAL, SEE (1) #G 5-12 5T5 @ EA. SIDE OF
DETAIL ABOVE EACH STUD, FACE TYP-.\
METAL STUDS,
TYPICAL
ELEVATION
OG TYPICAL BRIDGING LIGHT GUAGE FRAMING
NONE= 1 ' -O"
SEE SHELL DRAWINGS
WHERE OCCURS
PAINT JOISTS AND ROOF
STRUCTURE
3 5/8 "1 GAUGE METAL STUD, WHERE EXPOSED
SEE PARTITION PLAN TO SALES FLOOR
DIAGONAL BRACING
(4) # 10 LOW PROFILE HEAD
SCREWS PER STUD
5 /6" TYPE "X" GYPSUM BOARD I CEILING WHE
OCCURS.
SHEET RA 1.3 FOR HEIG'
TYPE, AND LOCATI
SEE PLANS FOR WALL P
081 WALL BACKING 05 TYP. TENANT IMPROVEMENT WALL SECTION
mn1\IF= I 1 -n° 1/2 1 ' -O"
(3) # 10 S.M.S., U.N.O.
- - - - -� - STEEL MEMBER AS OCCURS
NON - PUNCHED METAL i N--METAL �� �I G GA G"
�� , _ _ NON - PUNCHED METAL
STUD ; DECK PAN �`; STUD, 3 FLUTE i (I) 10 SCREW
MINIMUM ATTACHMENT i i @ EACH 51DE u
` (3) # 10 S.M.S. "X -DNI" i i 16 GAUGE CONTINUOUS TRACK
(3) # 10 S.M.S. FASTENER w/ 1 1/2"
@ EA BRACE, U.N.O. @ EA BRACE, U.N.O.
EMBED (I.C.B.O. #2388) i HILTI "X-DNI" FASTENER @ I G" O.C.
METAL STUD METAL STUD
(I.C.B.O. #23,56)
BRACE BRACE
LIGHT GAUGE STUDS AS OCCUR
p "A" PARALLEL TO DECK FLUTES "B" F
C�
NOTE:
SUBSTITUTE HILTI D5 NAILS (I.C.B.O. #236.5)
Q FOR 5CREW5 WHEN CONNECTING TO CONCRETE FILLED DECK.
m -
0
N
N 10 DIAGONAL BRACING TO DECK
STEEL MEMBER
AS OCCURS
(I) #10 SCREW@
EACH 511)f-
16 GAUGE CONTINUOUS
SINGLE SLOTTED SLIP
i
TRACK
' LIGHT GAUGE
51 AS OCCUR
07 WALL CONNECTION P STEEL MEMBER
SECURE TOP TRACK W/ (2) # 10 -1 G
TEKS SCREWS @ 12 "O.C.
FIRE 5AFING
@ RATED PARTITION
RUNNER TRACK W/ 2" FLANGE
5AME GUAGE A5 5TUD5. DO NOT ANCHOR TO
TOP TRACK
UNDERSIDE OF ROOF SHEATHING
COMPENSATING CHANNEL, DO NOT
SECURE GYPSUM BOARD TO
COMPENSATION CHANNEL
04 TYP. I -HR STUD WALL TO ROOF DECK
NOTE:
ASSEMBLY I.C.B.O. #2386.
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METAL STUDS. SECURE TO RUNNER
TRACK W/ (1) #G 5-12
SCREW EACH FACE
RUNNER TRACK SAME GUAGE A5
{ STUDS, SECURE
TO FLOOR t 5TUD5
{ r- CONTINOU5 5EALNT
03 TYP I -HR RATED STUD WALL TO 5LAB
(2) # 10 SCREWS @ 24" O.C.-\\
(2) # 10 SCREWS EA. SIDE
METAL DECK PER PLAN
LIGHT GUAGE STUD
AS OCCURS
LIGHT GUAGE STUD
/l'_AS OCCURS
16 GA. CONTINOU5 TRACK
02 TYP. I -H F\ BATED 5TU D WALL TO FLOOR DECK
3 1= 1 1-011
(2) # 10 SCREWS @
IG"O.C.
# 10 SCREW, EA. SIDE CONCRETE FILLED (2) # 10 5CREW5
PLATE TO DECK METAL DECK PER PLAN @ I G" O.C.
I b GA x 4 "x f' -2" PLATE U
@ 1 G" O.C., CONTINOUS SINGLE
CONTINOUS SINGLE SLOTTED SLIP -TRACK
SLOTTED SLIP -TRACK ENGAGE 2 DECK FLUTES
MIN.
I O SCREW, EA. SIDE i i #10 SCREW, EA. SIDE
i
r i LIGHT GUAGE
5TUD5 AS OCCUR
"A" PARALLEL TO DECK FLUTES "B" PERPENDICULAR TO DECK FLUTES
NOTE:
SUBSTITUTE A SINGLE HILTI "X-DNI" FASTENER w/ 1 112" EMBED (I.C.B.O. #2366)
FOR SCREW WHEN CONNECTING TO CONCRETE FILLED BLOCK.
01 TYPICAL NON -- BEARING STUD WALL TO DECK
t
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■ REVISIONS
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Ll 15T LANDLORD
SUBMITTAL _
❑ 1St City Submittal
8.20.47
❑ 12- -22 -OG
El
5829 5W 73RD ST
SOUTH MIAMI, FL
0704
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INTERIOR DETAILS