05-1120-022TOP OF T.B.
TOP OF;SLAB
GROUND FLOOR
GRADE
TOP T.B ® 2ND FLOOR
FRONT ELEVATION
SCALE: 1/4" = 1' -0"
TOP T.B @ 2ND FLOOR
IP T.B ® 2ND FLOOR
IP OF SLAB ® 2ND FLOOR
IP OF T.B. ® 1 ST FLOOR
)P OF SLAB
ROUND FLOOR
TRADE_
Y
TOP
OF
SLAB ® 2ND FLOOR
WINDOW
<a FROM WALL CORNERS
AREA (FT 2)
(INTERIOR AREA)
(CORNER AREA)
4 .
+) H
( +) H
..................................... 10 OR LESS
TOP
OF
SLAB ® 2ND FLOOR
81.5
15
..... ............
59.3
TOP
OF
T.B. @ 1ST FLOOR
20
58.1
63.3
58.1
76.0
25
57.2
..................................................
62.4
..................................................
57.2
..................................................
74.3
...............................................
30
TOP
OF
T.B. @ 1ST FLOOR
_
72.8
35
55.9
TOP OF,SLAB
Ak GROUND FLOOR
If
GRADE _ _[
EAST ELEVATION
SCALE: 1/4" = 1' -0"
L Uq-- � pp4jj
TOP OF SLAB
ROUND FLOOR
Aj,, GRADE
WIND LOADS AT OPENINGS
a = 5.8'
ALL VALUES
GIVEN ARE IN
POUNDS / FT 2
i a
4
V = 140 m.p.h.
EXP. "C"
I =1.0
K2t = 1.0
Kd = 1.0
MEAN ROOF HEIGHT= 45'
NOTE: VALUES MAY BE
MULTIPLIED BY Kd =0.85
IF ASCE COMBINATIONS
ARE USED.
I�
0�3
ZONE 4
ALL OPENINGS LOCATED
WINDOW
<a FROM WALL CORNERS
AREA (FT 2)
(INTERIOR AREA)
(CORNER AREA)
4 .
+) H
( +) H
..................................... 10 OR LESS
60. 9
.._
PE 48818
81.5
15
..... ............
59.3
........... _..66. - _- - _.......
64.4
..........60.9..........----- ....-----
59.3
.....- ........... __.
78.3
20
58.1
63.3
58.1
76.0
25
57.2
..................................................
62.4
..................................................
57.2
..................................................
74.3
...............................................
30
56.5
61.7
56.5
_
72.8
35
55.9
61.1
55.9
71.6
40
55.4
60.5
55.4
70.5
50
54.5
59.7
54.5
68.8
60
.............................. ........ ... ....................
53.5
.....................................................................................................................
58.9
53.5
................ ...............
67.3
.................. ...............................
70
53.2
58.3
53.2
66.1
100
51.8
56.9
51.8
63.3
>120---F-51.0
i 56.2
j 51.0
1 61.8
a = 5.8'
ALL VALUES
GIVEN ARE IN
POUNDS / FT 2
i a
4
V = 140 m.p.h.
EXP. "C"
I =1.0
K2t = 1.0
Kd = 1.0
MEAN ROOF HEIGHT= 45'
NOTE: VALUES MAY BE
MULTIPLIED BY Kd =0.85
IF ASCE COMBINATIONS
ARE USED.
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- O%n-9EARNE JIHN7)N 4 ARCHITECT
UNLESS OTHERWISE PRONDED FOR
BY CONTRACT. THE
ICONTENTS OF
THIS DRAWING AP.E' CGNFIDENTIAL:
AND SHALL NOi AF ?RANSMITTED
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REVISION
DATE
DATE
5 -16 -05
SHEET NO.
S -11