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2 LAYERS 3/8" EXT. GRADE
PLYWOOD, BENT TO RADIUS
Ah EL. +22' -0"
TOP OF TOWER
2x6 0 16" O.C.
ALIGN W /STUDS & CONNECT
W /(3) 16d EACH END
2x6 JOISTS ® 24' O.C.
3/4" EXTERIOR GRADE
PLYWOOD, CUT TO RADIUS
3x6 P.T.D.F. SILL PL.
TOWER VENT
2x6 BRACES 0 48" O.C.
W /(3) 16d EA. END
(5) 1/2- DIA. A.B.
2x6 0 48" O.C. W/
(3) 16d EA. END
A35 EACH BRACE
5
EL. +17' -6"
TOP OF PARAPET
TOP PLATES
A2
W2x6
LICE PER 2 /AD1 TYPE B
2x6 LEDGER w/ 2 -16d 0 16' O.C.
TOENAIL BRACE TO LEDGER
- - - - --
A35 EACH BLOCK
W /(3) 16d EA. END
10d 0 16 O.C.
— — —
2x SOLID BLOCKING
5/8" EXTERIOR
PLYWOOD DECKING
R -30 FOIL FACED
BATT INSULATION
5/8" PLYWOOD PER
0 MINIMUM
EL. +12' -6"
BOTTOM OF SOFFIT
2x6 BRACE 0 48" O.C.
w/ 3 -16d ONE END
2x6 SOLID BLOCKING
A35 EA. TRUSS
(2) 2x6 TOP PLATES �~
Jk EL. +10' -4 1/2" o0
TRUSS BRG. HT.
(2) 1/4* x 1" LAG
BOLTS INTO EA. TRUSS
& (2) 1/4' x 2" rl
M.B. TO TOP PLATE
EL. +8' -11"
VESTIBULE CEILING HEIGHT
6x8 HEADER -
2x4 PLATE W /SIMPSON
SHEAR PANEL, E.N. TYP.
A35 SCREWED TO EA
TRUSS OR 2x6 WD. BLKG.
1/2- GYP. BD. CEILING
WHERE NECESSARY
OVER 1/2" PLYWD. ON
/
2x4 JOISTS 0 16" O.C.
15 /
(IN VESTIBULE)
01A
2x4 STUDS 0 16' O.C.
2x4 LEDGER w/ 2 -16d
NAILS 0 16" O.C.
ALUMINUM STOREFRONT
SYSTEM TO MATCH
TYPICAL ENTRANCE
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75
R -2
75
5- F-A1�
3
01B
II
II
SOLID CONCRETE PIER
UNDER TOWER LEG
I ( FULL DEPTH OF F00T
(TYP.) WW
A8
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INFORMATION. a
SOLID CONCRETE PIER
UNDER TOWER LEG
4' -0" MIN. FULL DEPTH OF FOOTING
(TYP.)
+
SIDE VESTIBULE MECH. PLAN 1/4 " =1' -0" 14 SIDE VESTIBULE FDN. PLAN 1/4' =1' -O" 10 SIDE VESTIBULE RCP
H
+
+
`. +
BOT. CHORD OF TRUSS OR
A EL. +10'-4 1/2 o 0 2x6 WD. BLKG. AS NECESSARY
TRUSS BRG. HT.
(2) 1/4- x 1 " LAG
BOLTS INTO EA. TRUSS
1 & (2) 1/4* x 2"
M.B. TO TOP PLATE
Ak EL. +8'-1 On EL. +8' -11"
DINING CLG. HGT. VEST. CLG. HGT.
2x4 PLATE W /SIMPSON
5 A35 SCREWED TO EA
A02 TRUSS OR 2x6 WD. BLKG.
WHERE NECESSARY
1 2x4 STUDS O 16" O.C.
AL. STOREFRONT
1/2- GYP. BD. CLG. OVER 1/2- PLYWD.
ON 2x4 JOISTS A 16' O.C. (IN VESTIBULE)
3 °
AD2
VESTIBULE FRAMING DETAIL 3/4 " =1' -0" 15
E
F
E
EM1
O r
i-
r
r
0
!I
20
01A
NOTE:
SEE SHT. A4 FOR TYPICAL
REFLECTED CEILING PLAN,
NOTES & DETAILS
CORRIDOR
3
111
2 A14 4
VESTIBULE
3
113
2 01B 4
1
s
N
a I Arm
M
i
M
3
-0" CLR. " M
20
11 � O 01A
6
[1
R
M
i
M
2' -0" i
R
O
5 �
o�
I
R
NOTE:
SEE SHT. A3 FOR TYPICAL
NOTES, DETAILS & SECTIONS
r+'1,
W
U
� �
W U
�+1
nq
1
Lu >�
m s�
0
Q
SEE SHEET 0 1 B FOR DOOR
SCHEDULE & INTERIOR Q
ELEVATIONS
rr
O
1/4' =1' -o" 6 SIDE VESTIBULE FLOOR PLAN 1/4 " =1' -0" 2
Q
J w z
zQ
• m Lli
z
DRINK Q J
STATION 10 W
W �
• (� rr
�
12 Q
1 6
pp,
PHf 1 FOR
13 ID2 TABLES
w TYP.
E E L vv to iv iT lv ,.,
4 4 N R 60' 22' DPAW E r rrp
AD2 AD2 \ ,�, CHEM BY. TM
SIM. SIM. 10 BIIIIM M
10 K -50
°0 FRAME
EL. 0' - 0" ( I 1 " 18' 4" 18" 114- 18' 14" 18 2z a 52"
TOP OF SLAB \ ., o: :.
97125
NOTE:
E:1
N 4 c • : ELECTRICAL PLAN, NOPTES `.r pROMK � DE
Cal & DETAILS ¢ ►� a a NOTE:
SEE SHEETS ID1 & ID2 FOR / / 7 •
SEE SHEET A2 FOR -� s�23 /�
TYPICAL INTERIOR NOTES, DETAILS
FOUNDATION AND SLAB DETAILS iii & FINISHES. SHM MAW
SIDE VESTIBULE WALL SECTION
1/4' =1' -0" 20
SIDE VESTIBULE ELEC. PLAN 1/4' =1' -0' 1_21 SIDE VESTIBULE SEATING /DECOR PLAN
ME
6
A2
3x6 P.T.D.F. SILL PL.
(5) 1/2- DIA. A.B.
5
A2
nil
- - - - --
NOTE:
SEE SHT. A2 FOR TYP.
— — —
DETAILS & SHEARWALL
J�
INFORMATION. a
SOLID CONCRETE PIER
UNDER TOWER LEG
4' -0" MIN. FULL DEPTH OF FOOTING
(TYP.)
+
SIDE VESTIBULE MECH. PLAN 1/4 " =1' -0" 14 SIDE VESTIBULE FDN. PLAN 1/4' =1' -O" 10 SIDE VESTIBULE RCP
H
+
+
`. +
BOT. CHORD OF TRUSS OR
A EL. +10'-4 1/2 o 0 2x6 WD. BLKG. AS NECESSARY
TRUSS BRG. HT.
(2) 1/4- x 1 " LAG
BOLTS INTO EA. TRUSS
1 & (2) 1/4* x 2"
M.B. TO TOP PLATE
Ak EL. +8'-1 On EL. +8' -11"
DINING CLG. HGT. VEST. CLG. HGT.
2x4 PLATE W /SIMPSON
5 A35 SCREWED TO EA
A02 TRUSS OR 2x6 WD. BLKG.
WHERE NECESSARY
1 2x4 STUDS O 16" O.C.
AL. STOREFRONT
1/2- GYP. BD. CLG. OVER 1/2- PLYWD.
ON 2x4 JOISTS A 16' O.C. (IN VESTIBULE)
3 °
AD2
VESTIBULE FRAMING DETAIL 3/4 " =1' -0" 15
E
F
E
EM1
O r
i-
r
r
0
!I
20
01A
NOTE:
SEE SHT. A4 FOR TYPICAL
REFLECTED CEILING PLAN,
NOTES & DETAILS
CORRIDOR
3
111
2 A14 4
VESTIBULE
3
113
2 01B 4
1
s
N
a I Arm
M
i
M
3
-0" CLR. " M
20
11 � O 01A
6
[1
R
M
i
M
2' -0" i
R
O
5 �
o�
I
R
NOTE:
SEE SHT. A3 FOR TYPICAL
NOTES, DETAILS & SECTIONS
r+'1,
W
U
� �
W U
�+1
nq
1
Lu >�
m s�
0
Q
SEE SHEET 0 1 B FOR DOOR
SCHEDULE & INTERIOR Q
ELEVATIONS
rr
O
1/4' =1' -o" 6 SIDE VESTIBULE FLOOR PLAN 1/4 " =1' -0" 2
Q
J w z
zQ
• m Lli
z
DRINK Q J
STATION 10 W
W �
• (� rr
�
12 Q
1 6
pp,
PHf 1 FOR
13 ID2 TABLES
w TYP.
E E L vv to iv iT lv ,.,
4 4 N R 60' 22' DPAW E r rrp
AD2 AD2 \ ,�, CHEM BY. TM
SIM. SIM. 10 BIIIIM M
10 K -50
°0 FRAME
EL. 0' - 0" ( I 1 " 18' 4" 18" 114- 18' 14" 18 2z a 52"
TOP OF SLAB \ ., o: :.
97125
NOTE:
E:1
N 4 c • : ELECTRICAL PLAN, NOPTES `.r pROMK � DE
Cal & DETAILS ¢ ►� a a NOTE:
SEE SHEETS ID1 & ID2 FOR / / 7 •
SEE SHEET A2 FOR -� s�23 /�
TYPICAL INTERIOR NOTES, DETAILS
FOUNDATION AND SLAB DETAILS iii & FINISHES. SHM MAW
SIDE VESTIBULE WALL SECTION
1/4' =1' -0" 20
SIDE VESTIBULE ELEC. PLAN 1/4' =1' -0' 1_21 SIDE VESTIBULE SEATING /DECOR PLAN
ME