HomeMy WebLinkAbout0503003.30
o �
O t0
6'- 101/2" 7' -6"
SIDEWALL COLUMN
LOCATION DIMENSIONS
47' — g„ -
45' -10 1/2" ---'
33' -10 1/2"
31' -10 1/2"
23' -10 1/2"
15' -10 1/2"
13' -10 1/2"
0
I
(V
cV
0
0 G G
S7 S,
16 0
o
I
00
x
875 DRF
DATE:
CD
CHECKED BY:
DATE:
cV
REVISED DATE:
1' -10 1/2"
N
0
i
CONCRETE LANDING♦
(TYPICAL FOR 6)
TRUSS LOCATION
DIMENSIONS
0
I
0
NOTE:
♦ IDENTIFIES ITEMS THAT ARE NOT
PROVIDED BY MORTON BUILDINGS, INC.
OR MORTON BUILDINGS' SUBCONTRACTORS
AND ARE THE OWNERS RESPONSIBILITY.
N x N
C14 \ \
- ° r ° d
I j I I I
4 N N I) d
7' -6" I 7' -6" I 7' -6" 7' -6" 7' -6"
I
.8
48' S.C. TRUSSES Q
7' -6" O.C. TYPICAL
2"x6" DIAGONAL END
BRACES APPROXIMATELY
8' -0" O.C. TYPICAL
F
S7
r-�
I I
F L_J
S7
k-4 sE
x
j I I I
� 00
7' -6" 7' -6 3/4" 7' -5 1/4" 7' -4 1/2"
ROTATE
COLUMN D
90' S6
4
2' -0" VENTED SIDEWALL OVERHANGS
W /2' -0" DEEP FASCIA
2' -0" NON- VENTED ENDWALL OVERHANGS
W /2' -0" DEEP FASCIA
47, —g" 47, —g"
I
C D o
S6 S6
K — 39'- 101/2"
18 "o S9 16 "� I S9
J
S9 0
00
18' o — 16 „0 I — 31'-101/2'
G- 2"xC DIAGONAL
- _-- -_ - - -_ END BRACES o
11i° i ?�si =r i APPROXIMATELY -1
UP 14'1 1 1 1 1 1 1 18 "0 8' -0" O.C.
_LL1J_I_LL TYPICAL
H r r T =1= r r J 16 I - 23' -10 1/2”
;g UP S8 r -�
I I
111111 L_J o
�L1J_LL11 18 1 00
j6" 15'- 101/2"
18 "o
co
7'- 101/2"
S5 #1 S5 °
I
S10
01-01,
ROTATE
A COLUMN B
S5 I I 90' I S:
6'- 101/2" 7' -6" 1 7' -6" 1 7' -6" 1 7' -6" 17' -6" 1 7' -6" 1 7' -6" 1 7' -6" 1 7' -6"
7'- 4 1/2"
COLUMN PLAN
2' 8'
SCALE;
7, 7, 16'
n
CC
l_J
16 "o
18 "0
in
z
0
Z cn
2z
J
00
U
J z
�0
�Q
0 U
w -i
O
O
I
0
I
0
I
in
0
i
0
I
n
N
°
I
i�
>LU M N PLAN LEGEND
3- 2"x8" LAMINATED COLUMN LOCATION
2"x8" UPRIGHT LOCATION
(2) 30"x30" ATTIC ACCESS PANELS
16 "0 FTC. W /(8 ") THICK READI -MIX PAD.
PLACE (1)50# BAG OF SACKRETE AROUND
COLUMNS WHEN SETTING.
18 "0 FTC. W /(8 ") THICK READI -MIX PAD.
PLACE (2)50# BAGS OF SACKRETE PRE -MIXED
W /WATER AROUND COLUMNS WHEN SETTING.
V)
z
z�
�V)
�z
J W
0::E
U 0
z
00
F- �_
F- Q
Of U
<10
CL J
39' -10 1/2"
32' -10 112"
26' -10 1/2"
20' -10 1/2"
14' -10 1/2"
7' -10 1/2"
MR
OFFICE:
RUSHVILLE. INDIANA
JOB N0.
35 -1429K
w
rE-4
V )
r7
F�
W
U�
0
C
O
c
a�
U
u
z
vi
c�
z
0
J
z
0
N
0 m
0
o
s
DRAWN BY:
875 DRF
DATE:
9 -29 -99
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
C)
I
o
1
o
I
o
I
o
<r
I
io
N
N
io
d
Lo
00
COLUMN PLAN
2' 8'
SCALE;
7, 7, 16'
n
CC
l_J
16 "o
18 "0
in
z
0
Z cn
2z
J
00
U
J z
�0
�Q
0 U
w -i
O
O
I
0
I
0
I
in
0
i
0
I
n
N
°
I
i�
>LU M N PLAN LEGEND
3- 2"x8" LAMINATED COLUMN LOCATION
2"x8" UPRIGHT LOCATION
(2) 30"x30" ATTIC ACCESS PANELS
16 "0 FTC. W /(8 ") THICK READI -MIX PAD.
PLACE (1)50# BAG OF SACKRETE AROUND
COLUMNS WHEN SETTING.
18 "0 FTC. W /(8 ") THICK READI -MIX PAD.
PLACE (2)50# BAGS OF SACKRETE PRE -MIXED
W /WATER AROUND COLUMNS WHEN SETTING.
V)
z
z�
�V)
�z
J W
0::E
U 0
z
00
F- �_
F- Q
Of U
<10
CL J
39' -10 1/2"
32' -10 112"
26' -10 1/2"
20' -10 1/2"
14' -10 1/2"
7' -10 1/2"
MR
OFFICE:
RUSHVILLE. INDIANA
JOB N0.
35 -1429K
w
rE-4
V )
r7
F�
W
U�
0
C
O
c
a�
U
u
z
vi
c�
z
0
J
z
0
N
0 m
0
o
s
DRAWN BY:
875 DRF
DATE:
9 -29 -99
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
>� ,
19600100
STATE OF
�7
SCALE: AS NOTED
SHEET N0.
S1 of S11