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A
STRUCTURE A EA "C"
ABOVE
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PARTS
AREA "N'
100
OPEN TO
STRUCTURE
ABOVE
II
II
101
EXISTING CANOPY LIGHTING
TO REMAIN, CLEAN AND
REPAIR AS REQUIRED
=000
6 REFLECTED CE
A1.2 I SCALE: 1/8" = V-0--
u
OPEN TO
STRUCTURE
ABOVE
PARTS
OFFICE
102
CLNG HT-
108'-6"
ILING PLAN
L —
two
GENERAL NOTES:
1. SEE FINISH PLAN FOR ALL FINISHES.
2. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL INFORMATION.
3. SEE MECHANICAL DRAWINGS FOR ALL HVAC INFORMATION.
(1) 362T150-33
EACH SIDE.
FULL HT.
(2) 362S162 -33
4T
STUDS. FULL HT. L: _:i
SECTION A-A
(1) 362T150 -33
EACH SIDE.
FULL HT.
(2) 362S162 -33
STUDS FACE T
FACE. FULL H1
CORNER POST
14 CORNER POST DETA
A1.2 I SCALE. 1 1/2" = V-0--
6" (20 GA.) METAL JOISTS @ 24" O.C.
ALIGN W/ WALL STUDS BELOW.
CORNER BEAD
1X4 WOOD TRIM (PAINT
GRADE PINE) ATTACHED TO
METAL STUD FRAMING WITH
TECH 12 SCREWS AT 24"
O.C. SET FLUSH. PAINT
EXPOSED SURFACES TO
MATCH WALL FINISH.
IL
(1) LAYER OF 5/8" TYPE
'X'GWB EA. SIDE.
R-19 UNFACED BATT
INSULATION
109,-0- dk
T-0—w-7-
REFER TO FLOOR
PLAN FOR WALL
TYPES.
PROVIDE MOISTURE RESISTANT)
GW13 @ ALL WET LOCATFLIONS.
9 WALL / CLG. SECTION
A1.9 I SCALE: 1 1/211 = 11-0"
8" LONG SECTION OF 20 GA. RUNNER
TRACK (WIDTH TO MATCH EXISTING
STUDS) SCREW ATTACHED TO FULL
HEIGHT STUD W/(6)#10-16 SCREWS
AND TO HEADER W/(3)#10-16 SCREWS
EACH FLANGE.
NOTE: CRIPPLE STUDS,
AND THEIR BOTTOM
TRACK ABOVE HEADER
OVER OPENING, NOT
SHOWN FOR CLARITY.
TOP TRACK
ATTACH TOP AND
BOTTOM TRACK
USING: (2)#10-16
SCREWS AT 16"O.C.
BOTTOM TRACK
2"x 2"x 16GA. CLIP —
ANGLE, 1/2" LESS THAN
STUD WIDTH. USE:
(3)#10-16 SCREWS ON
EACH LEG AS SHOWN
BELOW.
.HEADER ATTACHMENT
(2) 20 GA. (U.N.O.) JAMB STUDS
FACE TO BACK FULL HT. (WIDTH
TO MATCH EXIST. STUDS)
FASTEN W/#10 SCREWS EA.
FLANGE AT 12"O.C-
(2) CONT. W/ (1)
362TI50-33 CONT. TOP AND
BOTTOM.
HEADER ATTACHMENT. SEE
HEADER ATTACHMENT
DETAIL ABOVE
JAMB STUD ATTACHED W/ (1)
20 GA. (U.N.O.) JAMB STUD
TRACK (WIDTH TO MATCH
EXISTING STUDS) FROM
FLOOR TO BOTTOM OF
HEADER. ATTACH JAMB STUD
TO TRACK W/(1) #10 -16 SCREW
AT 16"O.C. ON EACH LEG AND
(2)#10-16 SCREWS INTO WEBS.
WALL TRACK SECURED TO
FLOOR W/ 1/4" TAPCON
SCREWS AT 4'-0 "O.C.
NOTE:
EQ 18 GA METAL FRAMING TO BE USED
AT ALL EXTERIOR OPENINGS.
HEADER
10 ATTACHMENT DETAIL
A1.2 ) SCALE: 11/2"-V-0"
4 'SECTION @ NEW VESTIBULE
A1.2 , SCALE., 1 1/2" = 1' .0.1
E TO STRUCTURE ABOVE.
1IDE ONE LAYER 5/8" GWB ON 3 5/8"
A.) MTL. STUDS @ 12" OC.
'OFFIVIII�
LL BOXED HEADER FASTENED W/ #12
:WS @ 4" O.C. TOP AND BOTTOM.
IBULE ALUMINUM AND GLASS STOREFRONT
EM REFER To SHEET A2 FOR MORE
INFORMATION. FINISH TO MATCH EXISTING
STOREFRONT SYSTEM.
DISTRIE
OWNER RE)
I PERMIT/BID
ww
Profession
SHEETS BEARING THIS SE
RESPONSIBILITY FOR ALL
OR INSTRUMENTS ARE DI
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DRAWN:
CHECKED:
DATE: c
JOB NO.:
SHEET:
A I
MEN'S
CLNG HT T OILET RM.
108'-0" EX'G
1104 M.
OPEN TO
H
STRUCTURE
ABOVE
ELECTRICAL
106
CLNG HT
108'-0" EX'G
WOMEN'S
TOILET RM.
105
L
I.
(ZI '11
L —
two
GENERAL NOTES:
1. SEE FINISH PLAN FOR ALL FINISHES.
2. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL INFORMATION.
3. SEE MECHANICAL DRAWINGS FOR ALL HVAC INFORMATION.
(1) 362T150-33
EACH SIDE.
FULL HT.
(2) 362S162 -33
4T
STUDS. FULL HT. L: _:i
SECTION A-A
(1) 362T150 -33
EACH SIDE.
FULL HT.
(2) 362S162 -33
STUDS FACE T
FACE. FULL H1
CORNER POST
14 CORNER POST DETA
A1.2 I SCALE. 1 1/2" = V-0--
6" (20 GA.) METAL JOISTS @ 24" O.C.
ALIGN W/ WALL STUDS BELOW.
CORNER BEAD
1X4 WOOD TRIM (PAINT
GRADE PINE) ATTACHED TO
METAL STUD FRAMING WITH
TECH 12 SCREWS AT 24"
O.C. SET FLUSH. PAINT
EXPOSED SURFACES TO
MATCH WALL FINISH.
IL
(1) LAYER OF 5/8" TYPE
'X'GWB EA. SIDE.
R-19 UNFACED BATT
INSULATION
109,-0- dk
T-0—w-7-
REFER TO FLOOR
PLAN FOR WALL
TYPES.
PROVIDE MOISTURE RESISTANT)
GW13 @ ALL WET LOCATFLIONS.
9 WALL / CLG. SECTION
A1.9 I SCALE: 1 1/211 = 11-0"
8" LONG SECTION OF 20 GA. RUNNER
TRACK (WIDTH TO MATCH EXISTING
STUDS) SCREW ATTACHED TO FULL
HEIGHT STUD W/(6)#10-16 SCREWS
AND TO HEADER W/(3)#10-16 SCREWS
EACH FLANGE.
NOTE: CRIPPLE STUDS,
AND THEIR BOTTOM
TRACK ABOVE HEADER
OVER OPENING, NOT
SHOWN FOR CLARITY.
TOP TRACK
ATTACH TOP AND
BOTTOM TRACK
USING: (2)#10-16
SCREWS AT 16"O.C.
BOTTOM TRACK
2"x 2"x 16GA. CLIP —
ANGLE, 1/2" LESS THAN
STUD WIDTH. USE:
(3)#10-16 SCREWS ON
EACH LEG AS SHOWN
BELOW.
.HEADER ATTACHMENT
(2) 20 GA. (U.N.O.) JAMB STUDS
FACE TO BACK FULL HT. (WIDTH
TO MATCH EXIST. STUDS)
FASTEN W/#10 SCREWS EA.
FLANGE AT 12"O.C-
(2) CONT. W/ (1)
362TI50-33 CONT. TOP AND
BOTTOM.
HEADER ATTACHMENT. SEE
HEADER ATTACHMENT
DETAIL ABOVE
JAMB STUD ATTACHED W/ (1)
20 GA. (U.N.O.) JAMB STUD
TRACK (WIDTH TO MATCH
EXISTING STUDS) FROM
FLOOR TO BOTTOM OF
HEADER. ATTACH JAMB STUD
TO TRACK W/(1) #10 -16 SCREW
AT 16"O.C. ON EACH LEG AND
(2)#10-16 SCREWS INTO WEBS.
WALL TRACK SECURED TO
FLOOR W/ 1/4" TAPCON
SCREWS AT 4'-0 "O.C.
NOTE:
EQ 18 GA METAL FRAMING TO BE USED
AT ALL EXTERIOR OPENINGS.
HEADER
10 ATTACHMENT DETAIL
A1.2 ) SCALE: 11/2"-V-0"
4 'SECTION @ NEW VESTIBULE
A1.2 , SCALE., 1 1/2" = 1' .0.1
E TO STRUCTURE ABOVE.
1IDE ONE LAYER 5/8" GWB ON 3 5/8"
A.) MTL. STUDS @ 12" OC.
'OFFIVIII�
LL BOXED HEADER FASTENED W/ #12
:WS @ 4" O.C. TOP AND BOTTOM.
IBULE ALUMINUM AND GLASS STOREFRONT
EM REFER To SHEET A2 FOR MORE
INFORMATION. FINISH TO MATCH EXISTING
STOREFRONT SYSTEM.
DISTRIE
OWNER RE)
I PERMIT/BID
ww
Profession
SHEETS BEARING THIS SE
RESPONSIBILITY FOR ALL
OR INSTRUMENTS ARE DI
U)
LLJ
O M 04
0
Z
c
0
0 F— ca
cl)
Lij :3
0 1-- —C)
j
00
0
IL -r— U) I
U$
0
OC
W
O
CL
.j
L 1-411�
.j
F- 19 ..
W
0
w
a.
DRAWN:
CHECKED:
DATE: c
JOB NO.:
SHEET:
A I