HomeMy WebLinkAboutA19(2) L4'x4'x%'
1111404 w /Stiffeners
-See 4:A19
TS 8'x8'x1,2'
Folding Door
Pull Mechanism
Through Saddle
TS 4'x4'x3/l6'
3%. metal Stud
Framed Bukheac
w/ 31/2' Batt Insu
N�
ri varies (See Be
b.o. 15ulkhead
Modified Sadc
Beyond (See
6:A19 at Left)
I I I
L
metal Stud
aj Drywall Ceiling
SIR
Batt Insulation
In Cavity
2x Wood Plates
and Blocking w/
2x Gussets A 24' oc.
ix (actual) Red
Oak w/ Countersunk
and Plugged Screws
(Sweep Area To
Be Sanded Smooth)
it of Folding Door
Track and Door
Buw*aad Steps Down
Beyond
(3) 2xi0s Nailed Together
and to Deck w/ min. of
12 0 16d nails - center
on Beam web
(Note: vertica I
place is to extend 3
3
to underside 3
3
of roof deck 1 3
\1 •
t '
Secure Motor For
Folding Door To
Underside of Roof
Deck and Run Drive
chains Through
Saddle /
Exist. 4' Struct.
Wood Deck
8s1/2,0x3'
(4 ea. side)
L 4'x4'x4b' x 11'
(1 ea. side)
6
5/I6' Stiffener
J (50. Sides)
WI4"
NOTE: CONTRACTOR TO
FURNISH FINAL BEAM
ELEVATION AND LENGTH
BASED ON FIELD
MEASUREMENTS
M Exist. Laminated
5' min Arch Beyond
Modified Saddle (See 6 :A19)
I - Allows Motor To Pass)
LIP- - -- w/ 4 A 3/4' a Bolts
I I C sq. x 1/2' Cap Plate
w/ 4 A 3/4' 0 Bolts
1
II TS 4'X4'X3/16'
it of
Column
2' -6' square
a
1= O fl I NG 1�OOR I7TL . 7'0 f=0LrP I NG 17008 I7TL. / GAP 17ETA I L F? I`OOTI NG IPETA I L
L
Q �SCALE: 11/2' 1' - ®' SCALE: 1L2' I' -0' SCALE: 11/2' = 1' -0' SGALE: 11/2'
SECTION THRU CHOIR ROOM 102
AND MUSIC STORAGE 106
4
Motor for
Folding Door
IV Beam 5rg. (VIP) /
(See Note on 4:Ai9)
I I
4'x4' FrAmeid
Acces gadch
II
II
3
STAIR
I -S1 e.rr. Line of Proscenium
Bulkhead Above
GH/:N61N6 ----- - - - - -- Folding Door it ------ - - - - -- __ 19
'- TS 4x4x3/16 iviUSl G
103 Worrlffitr,� olding Door
m' -m• Stack Depth (t yp. bo. aides) STORAG CHOIR do lm(o
-i.
s) i02
--- --------------- - -
I
I
I
I
I
I
I
i SECTION THRU SANCTUARY Wl
I AND CORRIDOR 101
I
I See Sheet Ai8 For
I Baffle Dimensions
Folding Door -
See Specifications
�I
H
L
Red Oal'
Filler Pie
3' -0'
e.f.f.
Cholr Floor of Same
Construction and Materials
As Platform - See Details
on Sheet A10
P ALTERNATrz PLAN
SCALE: 1/8'
C A L L A H A N
A S S O C I A T- E S
TS4'x4'x3/16' ARCH ITECTU RE/PLAN NING
KEVIN CALLAHAN, A.I.A.
Circle Tower Suite 1400
9' x 9' x V2' Base IE 55 Monument Circle
w/ 40 1/2'o (12' * 29 Indianapolis, Indiana 46204
Hooked Anchor Bolts 317- 637 -1570
w/ Nuts and Washers Above
and Leveling Nuts Below A Professional Corporation
Set in 11/2' Non -Shrink Grout
Plain Concrete
Footing o
rn
N
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00
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t^
l�4
N W
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NO H
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a
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W W
ill H
Er �
Er �
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W
N
r`1
ti
/ LONG I TUI7 I NAL SECTION (PARTIAL)
SCALE: 1/8' = 1' -0'
4.�
N0.
s,t 4297
STATE OF V
Z ::;bIN ' Ipn%; er
ISSUE DATE:
AUGUST 26, 1993
REVISION . DAW
PROJECT 93- 0016 -00
SHEET NO.
a
or ARCIATCGTIJRAL
Qc IM UNDER PENALTY OF LAM
�O1��ING DOOR AL7ERNA7E