LOS ANGELES FAR EAST ARENA Christopher Riley / Genesis Anaya / Pepe Mero / Behamin Barootkoob Rocky Chen / Jaime Garcia Instructors: Axel Schmitzberger + Mikhail Gershfeld
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See Zone 7 See Zone 12
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SECTION 3/16”= 1’-0”
17.2”
Photocell button 9.88”
3.0”
4.9”
4.3”
4.3”
30.23”
3.0”
LIGHTING FIXTURE 1”= 1’-0”
PLAN 1/64”= 1’-0”
2.9"
95.3"
2.9"
48.0"
1.6" 5.7"
3.4" 1.8"
5.9"
3.8"
4.3"
LIGHTING FIXTURE 1”= 1’-0”
60
O
65
O
70
O
LIGHTING COVERAGE 3/8”= 1’-0”
LIGHTING PLACEMENT 1/4”= 1’-0”
2.9"
1.6" 5.7"
3.4"
16.5" 1.6"
5.9"
5.7"
3.4" 1.8"
3.8"
4.3"
1.8"
3.8"
5.9" 4.3"
A
A
B
B E
E C
C
D
D G
F
G
F
G
H
G
I
I
H
G
G F
J
J
K
K
F C
C
M
L
L
B
B
M E
E A
UNDERGROUND FLOOR PLAN SCALE: 1/32”=1’-0”
A
A B C D E F G H I J K L M
SHOWER CHANGING ROOM COACH ROOM COACH OFFICE FITNESS ROOM/POOL REFEREE ROOM LOBBY NUETRAL MIXED PRESS ROOM FIRST AID STUDIO DOPING
S
W R
P
T
Q U
O
O
O
O
W
V W
Field of Play
N
N
W V
W
O
O
O
O
U R T
P S
Q
W
48.0000
FIRST FLOOR PLAN SCALE: 1/32”=1’-0”
N O P Q R S T U V W
TICKETING AREA CONSESSION STAND POLICE OFFICE DETAINING ROOM BRIEFING ROOM SECURITY OFFICE CHANGING ROOM IT/BUILDING OPERATIONS FAN RESTAURANT RESTROOMS
AA
AA
Y
Y
Z
W
W
AA
AA
AA
AA
W
W
Z
Z
Y
Y
AA
AA
X
SECOND FLOOR PLAN SCALE: 1/32”=1’-0”
W RESTROOMS X VIP BOX Y VIP RESTAURANT Z CATERING AA POLICE/FIRE DEP. BOX
W
O
O
O
O
W
W
O
O
W
THIRD FLOOR PLAN SCALE: 1/32”=1’-0”
O CONSESSION STAND W RESTROOMS
Dead Loads Roof Truss ~ 3 ft 6 in 20 in 12 in
Risers Upper Tier Raker Beam Lower Tier Raker Beam Column (4’x4’) Beam-Column (5’x4’) Hollow-Core Slab (8” thick)
~12 psf 475 plf or 153 psf 3.5 kip/ft 2.6 kip/ft 2.4 kip/ft 3 kip/ft 92 psf
Live Loads LRoof
Live Load
Psf
Roof
20
Grandstand ASCE 7-10
100
LStands
Seismic Forces Risk Category III Soil Classification D- “Stiff Soil” SS
2.206
S1
0.791
SMS
2.206
SM1
1.186
SDS
1.471
SD1
0.791
Level
W (kips)
Whk
Csx
Fx (kips)
Ta
0.66 seconds
Roof
130
11213
0.28
112
Cs
0.23 g
3rd Floor
391
15953
0.39
156
W
1740 kips
2nd Floor
524
13318
0.33
132
Vbase
400 kips
1st Floor
0
0
0
0
Ȉ = 4084
Wind Loads Risk Category
III
Basic Wind Speed
115 mph
Exposure Category
C
Gust Effect Factor, G
0.85
qz
33 psf
Horizontal Pressure
40 psf
Maximum Horizontal Force
99 kips
Uplift Pressure
-11 psf
Gravity System
Frame System
Roof Analysis
퓨Allowable = L/180= 4.3 in 퓨actual = 2.5 in.
Gravity System Analysis AXIAL Diagram
SHEAR Diagram
MOMENT DIAGRAM
DIFLECTION DIAGRAM
Riser Beam
Upper Tier Raker Beam
Main Beam Member
Short Column
Lateral Load System
Thank You.