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2
3
4
5
6
7
8
SCREEN
9
WEATHER THERMAL PREFORMANCE ANIMAL LIVING ANIMAL PROCESSING PLAN DIAGRAM
1
2
3
4
5
HUMAN CONDITION
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7
8
9
SCREEN
BUFFERED
WEATHER
SITE
THERMAL PREFORMANCE *INSPIRED BY STWEART BRAND
ANIMAL LIVING 1 PLAN DIAGRAM
ANIMAL PROCESSING HUMAN CONDITION BUFFERED SITE
3
*INSPIRED BY STWEART BRAND
1 4
3 5 birth - 10 weeks
house
feed lot
slaughter & processing
store / consumer
4 6
farmer raised
5
A
C
D
E
F
G
H
I
J
K
L
back
8
B
6
farmer to
friends family family
farmer raised friends
?
fresh meat
8 farmer raised
Based on Temple Grandin’s research. -As the animals go around the curve, they think they are going back to where they came from. -The animals can not see people and other moving objects at the end of the chute. -It takes advantage of the natural circling behaviour of cattle and sheep. 8’ wide ramp with 12’ run with 3.5” risers
Grooved concrete floors provide a non-slip surface and prevent livestock from falling.
12’ radius
Croud Pen with dual revolving gates i.e. moment of seperation. Grooved concrete floors provide a non-slip surface and prevent livestock from falling.
Tall concrete walls. Blocks vision of livestock.
1 - STRUCTURAL MODELS
ROOF - SHEARWALL
2 - FRAMING PLANS
3RD FLOOR - 3” METAL DECKING
4 - SECTIONS
L
2ND FLOOR - 3” METAL DECKING 6” Z PURLINS STEEL MOMENT FRAME
1ST FLOOR - SLAB ON GRADE CONCRETE
A 102
1” STEEL ROD
A 101 T.O. STEEL SKIN 117’ - 04”
3” METAL DECKING 10X6 HSS
CONCRETE FOOTINGS AT FROST LINE
T.O. STEEL MOMENT FRAME 11’ - 10”
W8 STEEL BEAM W14 STEEL BEAM
BRACE FRAME STEEL ROD
6” Z PURLINS
SHEAR WALL
T.O. STEEL SKIN 117’ - 04”
4X4 HSS COLUMN
T.O. STEEL MOMENT FRAME 11’ - 10”
STEEL MOMENT FRAME W8 STEEL BEAM
F.F.E. - LEVEL 3 100’ - 00”
F.F.E. - LEVEL 3 100’ - 00”
W14 STEEL BEAM
SUSPENDED GLAZING
2.1 - ROOF FRAMING PLAN 1/8” = 1’
Z PURLINS
1.1 - FLOOR AND ROOF
W8 STEEL BEAM
L STEEL MOMENT FRAME 7” AT BASE
W10 STEEL GIRDER
F.F.E. - LEVEL 2 90’ - 00”
F.F.E. - LEVEL 1 80’ - 00”
F.F.E. - LEVEL 1 80’ - 00”
RETAINING WALL 1’ COUNTERFORT BASE 7’
10X6 HSS BEAM W14 STEEL BEAM
F.F.E. - LEVEL 2 90’ - 00”
10’
A 101
10’
10’
10’
10’
T.O. FOOTING 75’ - 00” 14’
10’
STRUCTURAL SECTION 1/10” = 1’
A 102
14’
14’
14’
14’
STRUCTURAL SECTION 1/10” = 1’
STRUCTURES UPDATE 12 - 05 - 2016
STEEL MOMENT FRAME 3” METAL DECKING
updated structures 12/05/2016
1” STEEL ROD TYPICAL BAY
5 - GRAVITY LOAD PATHS
10X6 HSS
cat walk - suspended span 10' depth of girder - running between grid lines of 14'
architects studio companion pg 105
W8 STEEL BEAM
Span 60' Crown = 16" depth
STEEL MOMENT FRAME depth at base: 7 to 21 in
THIRD FLOOR FRAMING PLAN (STREET LEVEL) 1/8” = 1’
1.2 - HORIZONTAL SPANNING MEMBERS
architects studio companion pg 105
1” STEEL ROD
Span 60' Depth of Shoulder = 28"
L
RETAINING WALL 1’ COUNTERFORT BASE 7’
RETAINING WALL 1’ COUNTERFORT BASE 7’
4X4 HSS COLUMN
GRAVITY LOAD MAP: SUSPENDED CORIDOR
CATWALK
28' Span Girder Depth: 20" Beam Depth: 16"
Suspended on tension cables 28' 14'
W14 STEEL BEAM W10 STEEL GIRDER
TYPICAL BAY
14' Span Girder Depth: 10" Beam Depth: 8"
10' 10' Span Girder Depth: 8" Beam Depth: 6"
3” METAL DECKING
SECOND FLOOR FRAMING PLAN 1/8” = 1’
1.3 - VERTICAL MEMBERS SHEAR WALL
L
BRACE FRAME STEEL ROD
28' 14' Increase depth of retaining wall beam rests on retaining wall
COUNTERFORT 7’ BASE
GRAVITY LOAD MAP: SECOND FLOOR
TYPICAL BAY
trib area = 14' x 15' = 210fsq 4"x4" Hollow Structural Steel or W4 Steel Column
4X4 HSS COLUMN 6” Z PURLINS
CONCRETE FOUNDATION 1’ DEPTH STEEL MOMENT FRAME
SHEARWALL (AS ROOF)
1.4 - LATERAL FORCE RESISTING SYSTEM (FRONT) FIRST FLOOR FRAMING PLAN (GREENWAY) 1/8” = 1’ COUNTERFORT 7’WIDE 1’DEPTH
3 - GRAVITY LOAD MAPS
CONCRETE FOOTING 1’
L
10
1
2
GRAVITY LOAD MAP: ROOF
1.5 - LATERAL FORCE RESISTING SYSTEM (BACK) THIRD FLOOR LOADING PLAN (STREET LEVEL) 1/8” = 1’
L
10
7
6 - LATERAL MODELS
3
6
6.1
1
SECOND FLOOR LOADING PLAN 1/8” = 1’
L UNIFORM LOADING SCHEDULE LOAD TYPE
MARK
LIVE LOAD (PSF)
Stair/Lobby/Conference Room
1
100
Corridor
2
80
Office/Restrooms
3
65
Mechanical/Electrical Room
4
150
Public Gathering
5
100
Butchery
6
125
Killfloor
7
125
Cold Storage
8
125
Kitchen
9
125
Elevator
10
150
DEAD LOAD (PSF) 4
8
6.2
10
LATERAL LOADS & REACTIONS
9
5
FIRST FLOOR LOADING PLAN (GREENWAY) 1/8” = 1’
2
5
3
WIND LOAD
7 - LATERAL PATHS
COUNTERFORT WITH SOIL LOADS
30' 30' Span Girder Depth: 20" Beam Depth: 16'
28' Span Girder Depth: 20" Beam Depth: 16" 14' Span Girder Depth: 10" Beam Depth: 8"
14’
14’
14’
14’
14’
14’