12-271-017OF RUCTURE I FACE OF FINISHED WALL
DERSIDE
3-5/5,
MTL. STUDS
6 Iro, O.C.—
UNDERSIDE OF
EXISTING STRUCTURE
ACOUSTICAL
CEILING
\ \1 III\\ I
3-5/8,
MTL. STUD
BRACING
4'-0' O.C.
AT FIRE RATED
PARTITION
ANCHOR MTL.
STUDS TO SLAB
ABOVE.
5 ) SOFFIT DETAIL
za
ENUOYAV�
F.T. WOOD----`
NAILER
WOOD
BLOCKING
SEE CABINET
DETAILS
—UNDERSIDE OF
EXISTING STRUCTURE
5/0, GluB.
ACOUSTICAL
CEILING TILE
OR GJJJB. SEE
REF. CLG. PLAN
SEE INTERIOR
ELEVATION OR
REF. CLG. PLAN
—3-5/8,
MTL. STUDS
'al(o. O.C.
—CABINET WORK (WHERE
APPLIES) SEE INT.
ELEVATIONS AND REF.
CLG, PLAN.
SHEET MTL OR
3-5/a, —
MTL. STUD
BRACING is
4'-0' O.C.
5/8, G.W.B.
MTL. STUDS
,a Iro I O.C.
N.T.5- [ ro ) 5OFFIT DETAIL
FLEX-TUBE COLLAR
SLOPE DUCT AWAY
FROM HOOD
SEAL TOP OF FLASHING
W1 FABRIC AND MASTIC
ANCHOR BAR FASTENED
TO NAILER APPROX. 5' O.C.
MTL COUNTER FLASHING
SECURE -8 24' O.C.
P.T. WOOD CURB
FLASHING SYSTEM
BUR
LIGHTWEIGHT INSULATING
GONG. SYSTEM
EXISTING CONC, DECK:,
S ) DUCT TRHU Roor- FLASHING DETAIL
CORNER BEAD
ACROSS SOFFIT.
SEE REF. CLG, PLAN
UNDERSIDE OF
EXISTING STRUCTURE
SEE INTERIOR
ELEVATION OR
REF. CLG. PLAN
d)
STEEL STRAP W1 (2) HILTI 0.145' DIA.
ACOUSTICAL
L--ACOUSTICAL
(y
L
CEILING TILE
CEILING TILE +
u_ OR G.W.B. SEE
A-�
ACOUSTICAL
OF STRAP)
STD. PIPE COLUMN
(OD. I.90)
CEILING PANEL (SEE
2 -1/2' DIA. STEEL
5/8, Gili.B.
SET ON CEMENT
STD. PIPE COLUMN
SPECS FOR TYPE)
1/4' CAP PLATE
(OD. 22al)
PSS 4'X4'XI/4'
METAL ANGLE STRIP
2'x2'
COUNTER FLASHING
lu
FINISH TO MATCH
CEILING
PITCH PAN SET
TYP,
'I' SYSTEM
GRID
'T' RUNNER SUSPENDED ACOUSTICAL
FLASHING (TYF.)
NON-SHRINK
FLASHING
CEILING TILE: SEE
GROUT TY10.
DOOR FRAME
TYF,
CEILING PLAN AND SPECS
DIA. X 3,5' EMBED.
SMOKE DETECTOR OR ACOUSTICAL
3f11 °
FOR TYPE
FLASHING (TYP.)
SPRINKLER HEAD— TILE
r
;e
PL 1/4'XB'X8' W1 (4)
GROUT TYF.
U.
DIA. X 3B' EMBED.
CONC. SYSTEM
HILTI KWIIK BOLT3
NOTE: DO NOT SUPPORT SOFFIT
LIGHTWEIGHT INSULATING
FROM FIRE RATED PARTITIONS.
INSULATION
AT FIRE PARTITIONS ANCHOR TO
STRUCTURE ABOVE.
CEILING DETAIL
CEILING DETAIL N.T.6.
CEILING DETAIL N.T.S.
r CEILING DETAIL
frt.
N.T.5.
\ \1 III\\ I
3-5/8,
MTL. STUD
BRACING
4'-0' O.C.
AT FIRE RATED
PARTITION
ANCHOR MTL.
STUDS TO SLAB
ABOVE.
5 ) SOFFIT DETAIL
za
ENUOYAV�
F.T. WOOD----`
NAILER
WOOD
BLOCKING
SEE CABINET
DETAILS
—UNDERSIDE OF
EXISTING STRUCTURE
5/0, GluB.
ACOUSTICAL
CEILING TILE
OR GJJJB. SEE
REF. CLG. PLAN
SEE INTERIOR
ELEVATION OR
REF. CLG. PLAN
—3-5/8,
MTL. STUDS
'al(o. O.C.
—CABINET WORK (WHERE
APPLIES) SEE INT.
ELEVATIONS AND REF.
CLG, PLAN.
SHEET MTL OR
3-5/a, —
MTL. STUD
BRACING is
4'-0' O.C.
5/8, G.W.B.
MTL. STUDS
,a Iro I O.C.
N.T.5- [ ro ) 5OFFIT DETAIL
FLEX-TUBE COLLAR
SLOPE DUCT AWAY
FROM HOOD
SEAL TOP OF FLASHING
W1 FABRIC AND MASTIC
ANCHOR BAR FASTENED
TO NAILER APPROX. 5' O.C.
MTL COUNTER FLASHING
SECURE -8 24' O.C.
P.T. WOOD CURB
FLASHING SYSTEM
BUR
LIGHTWEIGHT INSULATING
GONG. SYSTEM
EXISTING CONC, DECK:,
S ) DUCT TRHU Roor- FLASHING DETAIL
CORNER BEAD
ACROSS SOFFIT.
SEE REF. CLG, PLAN
UNDERSIDE OF
EXISTING STRUCTURE
SEE INTERIOR
ELEVATION OR
REF. CLG. PLAN
1-1/4' THICK X I(o GA. GALVANIZED
d)
STEEL STRAP W1 (2) HILTI 0.145' DIA.
lu
L--ACOUSTICAL
(y
FASTENERS X 1-1/2' AT EACH END.
CEILING TILE
u_ OR G.W.B. SEE
A-�
REF. CLG. PLAN
OF STRAP)
STD. PIPE COLUMN
(OD. I.90)
I' DIA. HALF RING
2 -1/2' DIA. STEEL
WELDED TO STEEL g
SET ON CEMENT
1-1/4' THICK X I(o GA. GALVANIZED
1/4' DIA. 316 STAINLESS
STEEL STRAP W1 (2) HILTI 0.145' DIA.
STEEL WIRE 1-19 TYPE
X-DNI 41 F8 POWDER ACTUATED
CONST. STRAND
FASTENERS X 1-1/2' AT EACH END.
I' DIA. EYEBOLT
(FIELD VERIFY REQUIRED LENGTH
A-�
1-1/2' DIA. STEEL
OF STRAP)
STD. PIPE COLUMN
(OD. I.90)
I' DIA. HALF RING
2 -1/2' DIA. STEEL
WELDED TO STEEL g
SET ON CEMENT
STD. PIPE COLUMN
FLASHING
1/4' CAP PLATE
(OD. 22al)
PSS 4'X4'XI/4'
COUNTER FLASHING
(CAP ENDS)
SET ON CEMENT
PITCH PAN SET
TYP,
FLASHING
PL 1/4'X4'X4'
ROOF CEMENT
FLASHING (TYF.)
NON-SHRINK
FLASHING
PL I/4'X5'Xa' W1 (4)
GROUT TY10.
PITCH PAN SET
TYF,
DIA. X 3,5' EMBED.
IN ROOF CEMENT
3f11 °
FLASHING (TYP.)
NON - SHRINK
PL 1/4'XB'X8' W1 (4)
GROUT TYF.
LIGHTWEIGHT INSULATING
DIA. X 3B' EMBED.
CONC. SYSTEM
HILTI KWIIK BOLT3
LIGHTWEIGHT INSULATING
INSULATION
GONG. SYSTEM
EXISTING CONC.
frt.
I ll*_rr�-
EXISTING ROOF
INSULATION
EXISTING CONIC.
Zi
ROOF DECK
10) EQUIPMENT 5LIFFORT DETAIL
N.T.S. ( -1 ) CEILING DETAIL
N.T.S. K 11 ) EQUIPMENT TIE-DOWN DETAIL
3 Na' METAL
STUD WALL —METAL FRAMING
ANCHOR TO
STRUCTURE ABOVE
1 '/,2' CARRYING
CHANNELS
+
JJ
e
'W' REVEAL GYPSUM
MOLDING WALL BOARD
METAL FURRING
CHANNELS
GYF,
JUM
WALL BOARD
N.T.S. [ 8 1 GYP5LIM 50ARD CEILING DETAIL
FL 1/4'Xa'X&' W1 (4)
1/2' D [A. X 3.5'
EMBED. HILTI KWIK
BOLTS
STEEL PIPE COLUMN
(REFER TO DETAILS
'10' AND '11' FOR
DIAMETER SIZE)
om
N.T.S. 1( 12) STEEL PLATE DETAIL
N.T.5.
Revisions:
A
A
A
-A
LA\
0 (n A
4mO
89
9
16"
0 (d
a
Z
< to
0-i
Z
"--a
LLI
L&I
0
0
PERMIT SET
DRAW► Gc.
C3*ACKED: LEN.
DATFA 02-15-12
I X.A,�t S _54401.1.N
1/4' DIA. 316 STAINLESS
STEEL WIRE 1-19 TYPE
CONST. STRAND
I' DIA. EYEBOLT
ASTM A301
A-�
1-1/2' DIA. STEEL
STD. PIPE COLUMN
(OD. I.90)
I' DIA. HALF RING
COUNTER FLASHING
WELDED TO STEEL g
SET ON CEMENT
STD.
FLASHING
1/4' CAP PLATE
ROOF CEMENT
FLASHING
PITCH PAN SET
TYP,
IN ROOF CEMENT
FLASHING (TYF.)
NON-SHRINK
PL I/4'X5'Xa' W1 (4)
GROUT TY10.
DIA. X 3,5' EMBED.
HILTI KWIK, 5OLT3
LIGHTWEIGHT INSULATING
CONC. SYSTEM
EXISTING ROOF
INSULATION
EXISTING CONC.
ROOF DECK
N.T.S. K 11 ) EQUIPMENT TIE-DOWN DETAIL
3 Na' METAL
STUD WALL —METAL FRAMING
ANCHOR TO
STRUCTURE ABOVE
1 '/,2' CARRYING
CHANNELS
+
JJ
e
'W' REVEAL GYPSUM
MOLDING WALL BOARD
METAL FURRING
CHANNELS
GYF,
JUM
WALL BOARD
N.T.S. [ 8 1 GYP5LIM 50ARD CEILING DETAIL
FL 1/4'Xa'X&' W1 (4)
1/2' D [A. X 3.5'
EMBED. HILTI KWIK
BOLTS
STEEL PIPE COLUMN
(REFER TO DETAILS
'10' AND '11' FOR
DIAMETER SIZE)
om
N.T.S. 1( 12) STEEL PLATE DETAIL
N.T.5.
Revisions:
A
A
A
-A
LA\
0 (n A
4mO
89
9
16"
0 (d
a
Z
< to
0-i
Z
"--a
LLI
L&I
0
0
PERMIT SET
DRAW► Gc.
C3*ACKED: LEN.
DATFA 02-15-12
I X.A,�t S _54401.1.N
Sheep "No.
A-11
OF
15
JOB # 201135
A-�
40
Sheep "No.
A-11
OF
15
JOB # 201135