0 54
300
0
EN S
590
35
590
300
0
570
560
0
53
0 52 10 5 0 50 0 49 0 48
550
540
0
47
0 45 460 0 430 44 0 42 0 41 0 40
530
300
51
48
0
0
39
520 50 49 0 0
290
0
54
TR EV O R
0
55
0
31
0 56
ST
0
57
EP H
310
0 58
0
38
290
0
37
0
36
0 47 0 46 0 45 40 4
0
35
330
0
34
320 310
290
400
0
290
30
360
350 340 330
320
310
290
0
580
re
300
0
29
tu itec
h
o l o cho S sity io 10 r e niv Stud U te esign a t d S ral D 2013 n a l t u ll Por hitect 6: Fa Arc CH 58 AR
rc fA
East Portland Multicultural Center 280
CENTER ANMATA MULTICULTURAL
3D View Front Elevation Portland State University School of Architecture
East Portland Anmata Multicultural Center Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
Trevor Stephens
6
ARCH 586 Integrated Systems | Fall 2013 1
Introduction to MCC via Drawings Site Plan & Introduction Floor Plans Building Sections Building Elevations
3 4-8 9 10
Section One – Technical Documentation Building Section and Elevation Wall Section 3D Details Building Materials and Assemblies Outline Specifications
11-12 13 14-16 17-18 19-20
Section Two – Design Analysis
3D View Int PerspectiveArch 582 Summary
Precedent Cultural Centers Vernacular Architecture Site Analysis Program Multicultural Center Goals Design Thinking Ordering Systems Site Design Life Safety Accessibility Structural Systems Environmental Systems Building Service Systems Sustainability Bibliography Assignment 20 - Technical Documentation, Part 1
21-34 21-22 23 24-27 28 29 30-33 34 35-44 45-50 51-56 57-61 62-70 71-77 78-79 80
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
Trevor Stephens
9
ARCH 586 Integrated Systems | Fall 2013 2
The Multicultural Center As more people from around the world leave their home country, either to find work or escape political instabilities, there needs to be a way for people to acclimate to their new environment. In the past there have been such places like Ellis Island, which was a gateway for entry into the US for Immigrants. Places like this in the past were also ways to erase peoples past and identities for their new beginning in the US. Now the world has changed a great deal. The new United States is built on its own individuals heritage and now is celebrated. There needs to not only be individual cultural centers for certain races that are large enough, or prosperous enough, to have their own facility. There needs to be a new type of building that can accept and celebrate each individual race, and all of them together.
Trevor Stephens
This is the goal for Anmata Multicultural Center...
1 Site 1" = 80'-0" Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 3
Plans
3
54
’-
H G
The center is designed to be a stately icon in Portland showing its cultural diversity and acceptance for equality. It can provide a place to learn or pass on knowledge to others or younger generations. 6”
4 37
’-
E
F
0”
5 6 14
D
5
”
0 9’ -
4
0”
C
0’
’-
” -0
’-
0”
0”
0”
51
’-
’50
A
’49
51
B
J
6”
As seen from the site plan, the center is very large and placed on the sloping hill in the South of Portland (which will be elaborated upon). The building is oriented to capture morning light and warmth to start up the thermal change process for the enormous walls and floors of concrete. These walls absorb warmth throughout the day for nighttime comfort, while performing a night flush that sheds the collected heat from the day for a cooling daytime experience, thus restarting the natural cooling process. The constant temperature of the Earth aids with this keeping much of the submerged building cool throughout the day. The North and West sides of this floor for example are almost entirely below grade. There was a problem with daylight penetration into the lower levels that are below grade, so a large habitable light well was placed at the deepest portion to reflect in as much natural light as possible. Note the design elements to it in the following drawings.
I 1 ’-
50 0”
Trevor Stephens
2
1 Level 0 1/32" = 1'-0" Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 4
Plans
3
54
’-
H G
6”
4 37
’-
E
This level is the main entry floor. The center is located over a hundred feet above the adjacent street level (Powell Blvd), which makes entry a little difficult. Unless of coarse there is a funicular that moves from a street level parking lot to the main entry floor of the center. There is also a winding pathway that leads up to the center through its wetland terraces that actually filter all of the waste that the center creates.
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
2 Level 1 1/32" = 1'-0" 8
Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
3D View Terrace
ARCH 586 Integrated Systems | Fall 2013 5
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
3 Level 2 1/32" = 1'-0" Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 6
Plans
3
54
’-
H
6”
4
G
37
’-
E
This floor is only about half enclosed. The entire central area is a terrace between the offices and the tea/hookah room. The large light well is on the Northern side of the terrace. This level is where it also has very large operable windows that allow wind to pass through the center for circulation. This is assisted with massive fans that wither blow or suck air at different times of year for maximum comfort.
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
4 Level 3 1/32" = 1'-0" 3
Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
3D View Roof
ARCH 586 Integrated Systems | Fall 2013 7
Plans This floor is, other than the circulation cores, completely on the roof of the facility. The West side of the center is a large basketball court with an adjacent viewing area and an eco roof. The East side in contrast in a loading zone and additional handicap parking with a very large green roof and vegetable garden.
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
6 Level 4 GR 1/32" = 1'-0" Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 8
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0" Level 0 415' - 0" 3 Section 1 Long 1/32" = 1'-0"
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0" Trevor Stephens
Level 0 415' - 0"
1 Enclosure Entire BW 1/32" = 1'-0"
Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 9
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0"
ANMATA MULTICULTURAL CENTER
Level 0 415' - 0"
1 Front 1/32" = 1'-0"
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0" Trevor Stephens
Level 0 415' - 0"
2 Side 1/32" = 1'-0" Assignment 20 - Technical Documentation, Part 1
NAAB SPC B.6 - Comprehensive Design NAAB SPC A.4 - Technical Documentation
ARCH 586 Integrated Systems | Fall 2013 10
Building Envelope System
1
The MCC is enclosed with either concrete, or a mullion and glass curtain wall system. The building is almost entirely concrete to utilize the earths cooling and evenly regulated temperatures while allowing large expanses of views to Southeast Portland. The larger glass sections include vertical glass sunshades to help block and reflect away unwanted sun which with over exposure can make a space uncomfortable.
2
Level 5 490' - 0"
Insulated Concrete Roofing Air Exchange Windows Vertical Sunshades
Level 4 475' - 0"
Ventilated Light Well Light Shelves
Level 3 460' - 0"
Ducting
2 3
Level 2 445' - 0"
4 Level 1 430' - 0"
1
Greenroof Planters
Louver Curtain Panel
Trevor Stephens
Level 0 415' - 0"
Concrete Wall Tieback System
Enclosure Entire 1/16" = 1'-0"
Assignment 13: Building Envelope Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.10. - Building Envelope Systems
ARCH 586 Integrated Systems | Fall 2013 11
R-value (hr x ft2 x ºF/Btu) depth
Concrete Density (lbs/ ft ) 100 Rigid Polyisocyanurate Insulation Double Pane with 1/2” air gap Curtain Wall Mullions - Aluminum Typical wall r-value 3
24” 3”
r-value
0.24 5.7 per inch 2.04 per inch .61 22.86
2 pm June 21st @ 23º noon 8 am SUN ANGLE March 21st & September 21st @ 45º Level 3 460' - 0"
Level 3 460' - 0" December 21st @ 20º
Level 2 445' - 0"
Level 1 430' - 0"
Level 1 430' - 0" 3 Facade 1/8" = 1'-0"
Trevor Stephens
2 Enclosure Wall 1/8" = 1'-0"
Level 2 445' - 0"
Assignment 13: Building Envelope Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.10. - Building Envelope Systems
ARCH 586 Integrated Systems | Fall 2013 12
Exterior Lighting
Ritorno RMS Pole Mount #10642
Greenroof Planter Level 3 460' - 0"
Insulated Architectural Concrete Panel
Exterior Glass
Double Pane, Low E
Vertical Sunshades
S.S. Box Frame Structural Column Louver Curtain Panel Staggered planter Vent
Level 1 430' - 0"
Mullion Frame 5”x 2.5”
Interior Hanging Light
se’lux Aureus
Window Radiator Radiant Floor Hydronic Lines Floor Insulation with Water Membrane Footing Earth 4
Enclosure Wall Detail 1/2" = 1'-0"
Assignment 13: Building Envelope Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.10. - Building Envelope Systems
Trevor Stephens
Level 0 415' - 0"
ARCH 586 Integrated Systems | Fall 2013 13
3D Details
Trevor Stephens
This section is taken from the top terrace and planters with the mullion and glass curtain wall system below. This includes the large red vertical sunshades and their steel supports tat are in the interiour.
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
ARCH 586 Integrated Systems | Fall 2013 14
1. Planter/ Greenroof • vegetation • earth • drainage layer • water membrane • insulation • concrete • decking 2. Concrete retaining wall 3. 1/2” x 2” Sleeper 4. 1” x 4” Wood Decking 5. Roof Membrane 6. Rigid Insulation 7. Concrete Roof 8. Flashing 9. Cant Strip 10. Prefabricated Concrete Panel 11. Rigid Insulation 12. Guardrail 13. Metal Cap
12
13
2
10
Green Roof Planters These planters are built the same way as the green roofs on the center. This section is only a narrow section. The adjacent parapet is a system of pre manufactured insulated concrete panels which insulate the exposed concrete floor plates which limits their thermal bridging.
1 2
11 4
8 9
5
3
6
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
Trevor Stephens
7
ARCH 586 Integrated Systems | Fall 2013 15
1
6
4
3
2
Concrete Roof HSS Storefront Support Mullion System Glazing Vertical Shading Spider Joint
Trevor Stephens
5
1. 2. 3. 4. 5. 6.
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
ARCH 586 Integrated Systems | Fall 2013 16
Metal Stud Partition Walls & Parapet
Post Tension Slab
Manufacturer: EcoSmart Concrete
Manufacturer: Oregon Iron Works
Manufacturer: Williams Form Engineering Corp.
Environmental Benefits/Drawbacks: +: Uses fly ash to reduce greenhouse gases. Large thermal mass. -:
Environmental Benefits/Drawbacks: +: Lasts longer than wood framing. -: More embodied energy than wood framing construction.
Environmental Benefits/Drawbacks: +: Less concrete needed for large structural spans. -: More processes of construction and more waste on site.
Radiant Flooring
Vertical Glass Shades & Curtain Wall
Operable Windows
Manufacturer: Rehau
Manufacturer: Curtain Wall Design and Consulting
Manufacturer: Dayton Metal products
Environmental Benefits/Drawbacks: +: Less energy required to make a comfortable space. -: Expensive building cost.
Environmental Benefits/Drawbacks: +: Helps block and reflect unwanted sun from the interior -: Expensive
Environmental Benefits/Drawbacks: +: Allows external air circulation and cooling -: Human error in deciding optimal time for operability
Assignment 14: Building Materials and Assemblies 1
NAAB SPC B.12. - Building Materials and Assemblies
Trevor Stephens
Cast In Place Concrete
ARCH 586 Integrated Systems | Fall 2013 17
Living Machine Water Filtration
Curtain Wall Floor Radiator
Manufacturer: Ecoroofs Everywhere
Manufacturer: Worrell Water Technologies
Manufacturer: Jaga
Environmental Benefits/Drawbacks: +: Insulates the roof while offsetting the heat island effect. -: Larger weight on top of the Center makes larger structure.
Environmental Benefits/Drawbacks: +: Treats the water on site so there is much less “waste�. -: Very expensive to implement.
Environmental Benefits/Drawbacks: +: Helps condition the air with a small energy consumption. -: More building mechanical systems.
Gabion Wall
Polyisocyanurate Insulation
Geothermal Heating
Manufacturer: ACF West Inc
Manufacturer: Dow Building Solutions
Manufacturer: GeoTility
Environmental Benefits/Drawbacks: +: Allows water permeation and retains land. -:
Environmental Benefits/Drawbacks: +: High insulation value. -: Made from petroleum products and may contain CFCs
Environmental Benefits/Drawbacks: +: Reduction in the emission of pollutants and greenhouse gasses. -: Drilling large holes and ground manipulation
Assignment 14: Building Materials and Assemblies 1
NAAB SPC B.12. - Building Materials and Assemblies
Trevor Stephens
EcoSmart Concrete
ARCH 586 Integrated Systems | Fall 2013 18
03 01 00 Maintenance of Concrete 03 01 30.51 Cleaning of Cast-in-Place Concrete 03 01 30.72 Strengthening of Cast-in-Place Concrete 03 01 40 Maintenance of Precast Concrete 03 01 40.51 Cleaning of Precast Concrete 03 01 40.61 Resurfacing of Precast Concrete 03 01 40.71 Rehabilitation of Precast Concrete 03 01 40.72 Strengthening of Precast Concrete 03 01 70 Maintenance of Mass Concrete 03 01 80 Maintenance of Concrete Cutting and Boring 03 20 00 Concrete Reinforcing 03 21 00 Reinforcement Bars 03 21 11 Plain Steel Reinforcement Bars 03 21 19 Stainless Steel Reinforcement Bars 03 23 00 Stressed Tendon Reinforcing 03 30 00 Cast-in-Place Concrete 03 30 53 Miscellaneous Cast-in-Place Concrete 03 31 00 Structural Concrete 03 31 13 Heavyweight Structural Concrete 03 31 16 Lightweight Structural Concrete 03 33 00 Architectural Concrete 03 33 13 Heavyweight Architectural Concrete 03 33 16 Lightweight Architectural Concrete 03 38 00 Post-Tensioned Concrete 03 38 13 Post-Tensioned Concrete Preparation
03 40 00 Precast Concrete 03 45 00 Precast Architectural Concrete 03 45 13 Faced Architectural Precast Concrete 03 70 00 Mass Concrete
05 13 00 Structural Stainless-Steel Framing 05 52 00 Metal Railings 05 52 13 Pipe and Tube Railings
06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry 06 10 63 Exterior Rough Carpentry
08 06 10 Door Schedule 08 06 42 Storefront Schedule 08 06 50 Window Schedule 08 06 60 Skylight Schedule 08 06 70 Hardware Schedule 08 06 71 Door Hardware Schedule 08 06 80 Glazing Schedule
06 16 00 Sheathing 06 16 13 Insulating Sheathing 06 16 43 Gypsum Sheathing
08 08 00 Commissioning of Openings 08 10 00 Doors and Frames 08 11 00 Metal Doors and Frames
06 20 00 Finish Carpentry 06 20 13 Exterior Finish Carpentry 06 20 23 Interior Finish Carpentry
08 40 00 Entrances, Storefronts, and Curtain Walls
06 00 00 Wood, Plastics, and Composites
06 22 00 Millwork 06 22 13 Standard Pattern Wood Trim 06 40 00 Architectural Woodwork 06 40 13 Exterior Architectural Woodwork 06 40 23 Interior Architectural Woodwork 06 42 00 Wood Paneling 06 42 13 Wood Board Paneling 06 42 16 Flush Wood Paneling
07 00 00 Thermal and Moisture Protection 07 20 00 Thermal Protection 07 21 00 Thermal Insulation 07 21 13 Board Insulation 07 21 13.13 Foam Board Insulation 07 21 13.19 Mineral Board Insulation 07 22 00 Roof and Deck Insulation 07 22 13 Asphaltic Perlite Concrete Deck 07 22 16 Roof Board Insulation
05 00 00 Metals
07 24 00 Exterior Insulation and Finish Systems 07 24 13 Polymer-Based Exterior Insulation and Finish System
05 10 00 Structural Metal Framing 05 12 00 Structural Steel Framing 05 12 13 Architecturally-Exposed Structural Steel Framing 05 12 16 Fabricated Fireproofed Steel Columns 05 12 23 Structural Steel for Buildings
07 70 00 Roof and Wall Specialties and Accessories 07 76 00 Roof Pavers 07 76 13 Roof Ballast Pavers 07 76 16 Roof Decking Pavers
Assignment 15: Building Materials and Assemblies 2
08 00 00 Openings
NAAB SPC B.12. - Building Materials and Assemblies
08 41 00 Entrances and Storefronts 08 41 19 Stainless-Steel-Framed Entrances and Storefronts 08 41 23 Steel-Framed Entrances and Storefronts 08 41 26 All-Glass Entrances and Storefronts 08 43 00 Storefronts 08 43 19 Stainless-Steel-Framed Storefronts 08 43 23 Steel-Framed Storefronts 08 60 00 Roof Windows and Skylights 08 61 00 Roof Windows 08 61 13 Metal Roof Windows 08 63 00 Metal-Framed Skylights 08 90 00 Louvers and Vents 08 91 00 Louvers 08 91 13 Motorized Wall Louvers 08 91 16 Operable Wall Louvers 08 91 19 Fixed Louvers
09 00 00 Finishes 09 50 00 Ceilings 09 51 00 Acoustical Ceilings 09 51 13 Acoustical Panel Ceilings 09 60 00 Flooring 09 61 00 Flooring Treatment 09 61 19 Concrete Staining 09 64 00 Wood Flooring 09 64 29 Wood Strip and Plank Flooring 09 64 66 Wood Athletic Flooring
Trevor Stephens
03 00 00 Concrete
ARCH 586 Integrated Systems | Fall 2013 19
11 93 00 Horticultural Equipment 11 95 00 Arts and Crafts Equipment 11 95 13 Kilns
11 00 00 Equipment
12 00 00 Furnishings
11 40 00 Foodservice Equipment 11 41 00 Foodservice Storage Equipment 11 41 13 Refrigerated Food Storage Cases 11 41 26 Walk-In Freezers 11 41 33 Foodservice Shelving 11 42 00 Food Preparation Equipment 11 42 13 Food Preparation Appliances 11 42 16 Food Preparation Surfaces 11 44 00 Food Cooking Equipment 11 44 13 Commercial Ranges 11 44 16 Commercial Ovens
12 40 00 Furnishings and Accessories 12 41 00 Office Accessories 12 41 13 Desk Accessories 12 50 00 Furniture 12 51 00 Office Furniture 12 51 16 Case Goods 12 51 19 Filing Cabinets 12 51 23 Office Tables 12 51 83 Custom Office Furniture 12 52 00 Seating 12 52 13 Chairs 12 52 19 Upholstered Seating 12 52 23 Office Seating
11 50 00 Educational and Scientific Equipment 11 51 00 Library Equipment 11 51 23 Library Stack Systems 11 51 23.13 Metal Library Shelving
12 60 00 Multiple Seating 12 61 00 Fixed Audience Seating 12 61 16 Molded-Plastic Audience Seating
11 52 00 Audio-Visual Equipment 11 52 13.13 Fixed Projection Screens 11 52 19 Players and Recorders 11 52 23 Audio-Visual Equipment Supports
12 90 00 Other Furnishings 12 92 00 Interior Planters and Artificial Plants 12 92 33 Interior Planters 12 92 43 Interior Landscaping Accessories
11 60 00 Entertainment Equipment 11 61 00 Broadcast, Theater, and Stage Equipment 11 61 33 Rigging Systems and Controls 11 61 33.11 Lighting Rigging Systems 11 61 33.16 Scenery Rigging Systems 11 61 33.19 Curtain Systems 11 61 43 Stage Curtains 11 62 00 Musical Equipment
12 93 00 Site Furnishings 12 93 13 Bicycle Racks 12 93 23 Trash and Litter Receptacles 12 93 43 Site Seating and Tables
11 65 00 Athletic and Recreational Equipment 11 66 00 Athletic Equipment 11 66 13 Exercise Equipment 11 66 23 Gymnasium Equipment 11 66 23.13 Basketball Equipment 11 66 23.53 Wall Padding 11 66 23.56 Mat Storage 11 66 53 Gymnasium Dividers 11 90 00 Other Equipment Assignment 15: Building Materials and Assemblies 2
14 00 00 Conveying Equipment 14 20 00 Elevators 14 24 00 Hydraulic Elevators 14 24 23 Hydraulic Passenger Elevators 14 28 00 Elevator Equipment and Controls 14 28 16 Elevator Controls 14 28 19 Elevator Equipment 14 28 19.13 Elevator Safety Equipment 14 28 19.16 Elevator Hoistway Equipment 14 40 00 Lifts 14 41 00 People Lifts
21 00 00 Fire Suppression NAAB SPC B.12. - Building Materials and Assemblies
21 10 00 Water-Based Fire-Suppression Systems 21 11 00 Facility Fire-Suppression Water-Service Piping 21 11 16 Facility Fire Hydrants 21 11 19 Fire-Department Connections
32 00 00 Exterior Improvements 32 30 00 Site Improvements 32 32 00 Retaining walls 32 32 13 Cast-in-Place Concrete Retaining Walls 32 32 36 Gabion Retaining Walls 32 70 00 Wetlands 32 71 00 Constructed Wetlands 32 72 00 Wetlands Restoration 32 82 00 Irrigation Pumps 32 84 23 Underground Sprinklers 32 86 00 Agricultural Irrigation 32 90 00 Planting 32 93 00 Plants 32 93 13 Ground Covers 32 93 23 Plants and Bulbs 32 93 33 Shrubs 32 93 43 Trees
34 00 00 Transportation 34 13 00 Funiculars 34 13 13 Inclined Railway
44 00 00 Pollution and Waste Control Equipment 44 50 00 Solid Waste Control and Reuse 44 53 00 Solid Waste Processing Equipment
46 00 00 Water and Wastewater Equipment 46 20 00 Water and Wastewater Preliminary Treatment Equip. 46 40 00 Water and Wastewater Clarification and Mixing Equipment 46 43 00 Clarifier Equipment 46 60 00 Water and Wastewater Advanced Treatment Equipment 46 61 00 Filtration Equipment
48 00 00 Electrical Power Generation 48 16 00 Geothermal Energy Electrical Power Generation Equip. 48 16 13 Geothermal Energy Heat Pumps 48 16 16 Geothermal Energy Condensers 48 16 19 Geothermal Energy Steam Turbines
Trevor Stephens
09 70 00 Wall Finishes 09 74 00 Flexible Wood Sheets 09 74 13 Wood Wall Coverings
ARCH 586 Integrated Systems | Fall 2013 20
Project Name: Cultural Center Plassen Architect: 3xn Location: Molde, Norway Client: molde kulturbyg ab Date: 14th of July, 2012 Size: 62,431 ft2 The Plassen Cultural Center is a double skinned box that houses an internal auditorium which allows for perfect sound dampening along with a perfect shape to allow for excellent acoustics. The irregularly shaped curtain wall peels and cuts away the structure and facade of the building to invite in sunlight and to reveal the bright red program inside. The large stairway and roof structure encloses and informs the new spaces while directing people to the library, cafe, theater, stages and gallery along with giving a space to sit and interact in the open air environment along within the structure. The outdoor area can also be used in many events that require seating like the annual jazz festival. The typical user will eventually pass in, out, over and through the structure. This inside and outside become one with its many openings and walkways.
THEATER SCHOOL
LIBRARY
Arch 582 Summary - Historical Traditions & Culture
The buildings inviting monochrome granite siding, red interior and hardwood flooring bring in people who want to learn or explore the building while experiencing culture and heritage. The structure itself embodies the Norwegian society with happiness and intelligence along with sophistication.
Trevor Stephens
LIBRARYGALLERY
MUSIC
The roof structure itself is a raised plain that is lifted and lowered to create its undulating elevations. All of these large stair-ways create the outdoor seating areas for the cafe and for the jazz festival that is held here every year. This festival has up to 100,000 visitors in which thousands of people can sit on the three outdoor amphitheaters that the roof structure creates. The stair / roof structure also provides an access path for the site above the building due to the raise in elevation of the site.
ARCH 582 Comprehensive Design | Spring 2013 21
Project Name: Hanamidori Cultural Center Architect: Yoshiharu Tsukamoto, Momoyo kaijima, Shun Takagi Location: Tokyo, Japan Client: Showa Kinen Park Office Date: 2005 Size: 59,000 ft2 The Hanamidori Cultural Center is located in Tokyo, Japan. This structure was designed by Yoshiharu Tsukamoto to combine various functions of information that is spread and exchanged associated with the sustainable culture. This building was opened within the Showa Memorial Park which is an outdoor activity area in Tokyo. The main idea of this building was to integrate the landscape with the architecture in which interior and exterior spaces are connected. Yoshiharu Tsukamoto said that his goal was to create architecture that was to make a space as comfortable as if it was in the shade of a tree and would provide support for park activities.
EXHIBITION WORKSHOP
THEATER
PUBLIC SPACE
Arch 582 Summary - Historical Traditions & Culture
LIBRARY
The buildings structure is based on fifteen cylinders of different sizes and materials that hold up an undulating roof structure that is covered in greenery and trees. Each of these cylinders contains different rooms that are treated as separate buildings inside of a secondary skin. These spaces include a workshop, exhibition, cafe, library and a theater among many other smaller programs. Some of the spaces overlap each other and the only way to tell when the next space begins is by a different style of furniture. During good weather, the operable elements can be opened up, using sash devices to enable an unhindered connection to the exterior. Very large expanses can be opened including many parts of the roof structure. Almost the entire East and West sides of the building can be opened up through vertical raising doors to allow as much of the outside environment to come in as possible. These spaces are intended to teach and celebrate the combining of landscape and architecture into one cohesive unit that can be designed with in the future.
Trevor Stephens
ROOF STRUCTURE
ARCH 582 Comprehensive Design | Spring 2013 22
Middle Eastern Vernacular
Hot Air Out
Arch 582 Summary - Historical Traditions & Culture
Positive Air Pressure Cool Air In
Hot Air Out
Many of Middle Eastern passive designs use cooling ventilation towers as seen on the right of the page. They can range from single, double, triple, or quadruple sided ventilation towers to cool spaces in different ways as seen in the two diagrams. In addition to these towers, many buildings utilize evaporative cooling by having courtyards with fountains or larger bodies of water adjacent to these towers so the cool air travels through the water to further cool and humidify the breeze to aid in comfort. These spaces are then vented to remove the warmer air to complete the cycle of air flow.
Trevor Stephens
Negative Air Pressure
Negative Air Pressure
Cool Air In
Middle Eastern architecture is almost solely based on passive cooling. The use of shading and pressure variance is key in cooling these large structures, like the city of Shibam in Yemen. This seventeen hundred year old city uses high, narrow corridors to shade the walkways beneath while channeling breezes throughout them. The buildings also use thick walls as thermal mass to cool throughout the day and warm the spaces at night. The walkways on the ground level can be over twenty degrees lower than the surrounding areas, just by being shaded.
ARCH 582 Comprehensive Design | Spring 2013 23
Environment Study
AVERAGE ANNUAL AIR TEMPERATURE 45 OF
MER
SUM
The main reason to dig into the ground is to help regulate temperatures throughout the year. The right diagram and graph show how effective this can be during different times of the year. The goal then is to circulate this cooled air throughout the facility to create a conformable environment.
WINTER
0º 5º
90º 85º 80º 75º
0’
5’
10º 15º 20º
70º
25º
65º 60º
10’
40º
50º
NT
STA
45º
20’
A simple sun angle diagram can show why overhangs and shading devices are so useful to a building that is attempting to be fully passive. This helps block unwanted summer sun while allowing it in the winter to warm internal spaces.
35º
55º
15’
Wind & Sun Analysis
30º
CON
URE
RAT
PE TEM
45º
SUN ANGLE
UNDERGROUND TEMPERATURE STUDY
N NNW
CONDUCTIVE SURFACE
N
NW CONSTANT TEMPERATURE
70O
NNW
NNE NW
NE
WNW
NNE NE
WNW
ENE
ENE
60O W
40O WSW
ESE
30O 20’
18’
16’
14’
12’
10’
8’
6’
4’
2’
EARTH DEPTH
SW
SE SSW
SSE S
WINTER WIND Assignment 15: Building Materials and Assemblies 2
W
E
NAAB SPC B.12. - Building Materials and Assemblies
M/S 30+ 26-30 21-26 17-21 13-17 9-13 4-9 0-4
E
WSW
ESE
SW
SE SSW
SSE S
SUMMER WIND
Trevor Stephens
50O
ARCH 586 Integrated Systems | Fall 2013 24
Issues and Solutions This site is presently zoned as R10p which would not allow for a Multi Cultural Center. This site is proposing that the southern property zoning extend up to the Kelly Butte Natural Area. This would make the current site zoned as EG2 with a design overlay. This zone implements the Central Employment map designation of the Comprehensive Plan. The zone allows mixed-uses and is intended for areas in the center of the City that have predominantly industrial type development. The Design Overlay Zone promotes the conservation, enhancement, and continued vitality of areas of the City with special scenic, architectural, or cultural value. This is achieved through the creation of design districts and applying the Design Overlay Zone as part of community planning projects, development of design guidelines for each district, and by requiring design review or compliance with the Community Design Standards.
VEGETATION AND MATERIALS
Commercial Employment Industrial Open Space Residential (Single) Residential (Farming) Residential (Multi) Commercial / Residential
The large site does have some transit near it by means of two bus stops North and South of its location. There isn’t any MAX locations near this area which limits non car owners.
ZONING
R10 Single Dwelling Zones
Environmental ( (p) and (c) and NRMP) overlay zones Environmental zones protect resources and functional values that have been identified by the City as providing benefits to the public. Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
Trevor Stephens
1 unit per 10,000 ft.² The single-dwelling zones are intended to preserve land for housing and to provide housing opportunities for individual households. The zones implement the comprehensive plan policies and designations for single-dwelling housing.
ARCH 586 Integrated Systems | Fall 2013 25
122nd
Powell
I-205
EDUCATION
Preschool Elementary School High School Various Grade Levels College or University Head Start Skill Centers Special Education Library
Fos
ter
985’
541’
657’
401’ 599’
Current Conditions Best accessibility Moderate accessibility Room for improvement OVERLAY Limited access WALKABILITY MOVEMENT Vehicular Circulation Pedestrian Circulation Property Line Bus Stop MAX Stop
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
Education in Portland is a strong feature of Portland’s culture and society. There are many schools in the surrounding area that will ultimately feed this center with patrons and students, along with many cultural teachers and elders that will be able to pass their collective knowledge to these students. There are also many libraries around each site location, but there aren’t any that are in the close vicinity of the proposed site. This site is additionally adjacent to many types of circulation including bus transit stops. There is also many adjacent parking locations from this site and plenty of room for bicycle and pedestrian access.
Trevor Stephens
A = 571,540 ft2
ARCH 586 Integrated Systems | Fall 2013 26
OPPORTUNITIES
AND
CONSTRAINTS
Trevor Stephens
This location, having a very diverse topology, has many features that could be conducive of a unique and site specific design. The site is southerly located with ample sun, vegetation and cross winds due to its location and elevation. The section shows roughly how tall the site is and how its location gives a fantastic view of Southern Portland. This site could bring in many different possibilities that the other flat sites would not be able to have. The main access would be a trail on the southern side and possibly an access road extension from the north. The large scale of this site brings in many more possibilities that otherwise would not be able to be utilized.
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
ARCH 586 Integrated Systems | Fall 2013 27
SPACE ENTRANCE
Semi - Public Semi - Private
EXOTIC GARDEN
TERRACES
Private
RECEPTION
DINING
STORAGE CONTROL ROOM
TEA / HOOKAH LOUNGE
DRESSING ROOM
KITCHEN
BASKETBALL COURT
STORAGE
RESTROOM
105
RESTROOMS (8)
1,256 overall
LOBBY
2,383
AUDITORIUM
13,957
CONTROL ROOM
139
DRESSING ROOM
393
MUSIC ROOM
1,377
STORAGE
1,125
RECEPTION
PREP ROOM
MUSIC ROOM
AUDITORIUM
COAT ROOM
963
KITCHEN
1,484
DINING
1,870
STORAGE
355
RESTROOMS
663
TEA/HOOKAH LOUNGE
CLOSED GYM
LOBBY
CLOSED GYM
CULTURAL CENTER
CLOSED GYM
OPEN GYM
GALLERY HALL STORAGE
GALLERY TECH ROOM
LOCKERROOMS
STUDIO
COAT ROOM
MEETING ROOM
MEETING ROOM
MEETING ROOM
KITCHEN & DINING MEETING ROOM
PARKING
CLASSROOM
CONFERENCE ROOM
STORAGE & PRINTING
836
CLASSROOM SM (3)
390 each
CLASSROOM LG (2)
765 each
CLASSROOM
3,100
OPEN OFFICE SPACE
5,795
MEETING ROOM (4)
1,377 overall
CONFERENCE ROOM
623
STORAGE & PRINTING
758
KITCHEN & DINING
591 10,286
TERRACE (2)
5,247 overall
GALLERY HALL CLASSROOM CLASSROOM
OPEN OFFICE READING ROOM
708
READING ROOM
EXOTIC GARDEN
CLASSROOM
ENTRANCE
PREP ROOM
TECHNOLOGY ROOM
STORAGE
GYM RECEPTION
RESTROOM
WORKSHOP
2,240
519
GALLERY
1,867
STUDIO
955
WORKSHOP
429
STORAGE
112
GYM RECEPTION
2,142
LOCKERS
1,466
OPEN GYM
4,872
CLOSED GYMS (3)
645 each
STORAGE & MECH.
220
PARKING
9 / 2 spaces OVERALL
60,256 interior
DANCING GARDENING EXERCISING COOKING LEARNING PAINTING Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
Trevor Stephens
Public
AREA ft2 1,333
ARCH 586 Integrated Systems | Fall 2013 28
SUSTAINABILITY
In most cultures there will be specific fruit or vegetables from different regions that would not be able to be purchased at the local markets or grocery stores. This garden and possibly greenhouses would be a space that people could grow some of these unique foods or herbs. These unique farming techniques could be trained in this location to people who want to continue these processes or just passed down to a new generation.
TEACHING The secondary focus of this facility is teaching and learning. The many facets of the building are design to teach about not only sustainability and gardening, but about how to enter the city and be successful as a human. This center will teach people what they need to do to get citizenship while giving them the skills they need to get and maintain a job. The multicultural center will also not only teach people about their own culture and heritage, but teach them about others and how they can work together best.
Trevor Stephens
The main goal of this revise system is sustainability. Portland has its own culture that is very different than the rest of the countries. This city is very conscious of its energy footprint and recyclables. This center will not only be almost entirely passive, but it will also enforce these strategies by letting the inhabitant not only see them, but learn about how the building functions. This can also inform people how to be more energy consciousness while learning about their own cultures along with Portland’s culture.
GARDENING
Assignment 15: Building Materials and Assemblies 2
NAAB SPC B.12. - Building Materials and Assemblies
ARCH 586 Integrated Systems | Fall 2013 29
Scheme 1 - Slingshot The first scheme utilized a large bridge and an elevator that moves to the parking lot below. There is also parking on the bottom floor that is accessed by a road that approaches from the Southwest. Additionally, there Is a large central roof terrace between the offices and the tea room on Level 3.
LEVEL 0
LEVEL 1
Scheme 2 - Gym 2
1 Level 0 1/32" = 1'-0"
Level 0 1/32" = 1'-0"
3
Level 1 1/32" = 1'-0"
4 Level 3 1/32" = 1'-0"
LEVEL 0
This schemes largest difference is the missing bridge that connects the lowest elevation of the site to the center. Additionally, instead of parking on the bottom floor, the access road is changed to the Northeastern side of the site. This road joins the center on level 3 with much less parking since it is technically on the roof. The bottom floor was converted to a gym with many separate rooms for private sessions or training classes. There is also a basketball court on the roof of the tea room that can be accessed by the adjacent elevator core that leads to the gym.
LEVEL 3 This scheme is the large goal for the program. This center is around twice the size of the other two with nearly twice the spaces. The larger scale required an additional exit that is located on the Nothernmost side of the center. The bridge also got a redesign to see which design went over the best with critics. There is an additional theater and wice the officespace as before. There is also a large room with a food prep area for parties and reservations. This larger center includes a large bottom floor of parking instead of the gym.
LEVEL 1 Assignment 20 - Design Analysis
LEVEL 3
NAAB SPC A.2. - Design Thinking NAAB SPC A.5. - Investigative Skills
Trevor Stephens
Scheme 3 - 2X Calatrava
ARCH 586 Integrated Systems | Fall 2013 2
Level 3 1/32" = 1'-0"
30
Pros • • • • •
Gymnasium Floor Individual workout rooms Basketball Court Larger roof utilization Roof parking with grasscrete offsets heat island
Cons No real main lobby Lack of approach No leasable spaces Not enough natural light The buried spaces have no connection to earth. Limited parking Longer road to building
Trevor Stephens
• • • • • • •
Changes
Assignment 20 - Design Analysis
NAAB SPC A.2. - Design Thinking NAAB SPC A.5. - Investigative Skills
ARCH 586 Integrated Systems | Fall 2013 31
Light Well Re-Design
H
LIG
Cool Air Light Well
G S AS ENIN D MH OP EN EXT ROUG TH
LL
E W T
A problem that has continuously been raised regardless of efforts to bring in natural light is that some of the spaces will be too dark. After many sky lights and larger windows have been added, there are still rooms that do not have any spaces that have natural light. This can finally be solved by adding in a long light well in the back of the structure to bring in tons of extra light and help expose the building to nature. The shear walls that act as thermal mass syncs will need to be extended through the light well to be effective. The earth tubes additionally will need to be pushed back with the access road to allow maximum light penetration. The earth tubes will then protrude out and through the light space to enter the building.
Level 5 474' - 0" Level 4 463' - 0"
Level 2 441' - 0" Level 1 430' - 0"
Trevor Stephens
Earth Tube
Level 3 452' - 0"
Level 0 415' - 0" Section 3 West Bldg 1 1/32" = 1'-0"
Assignment 20 - Design Analysis
NAAB SPC A.2. - Design Thinking NAAB SPC A.5. - Investigative Skills
ARCH 586 Integrated Systems | Fall 2013 32
Bridge Re-Design This schemes main difference to the others was it lack of a monumental entrance and bridge that connected the center to Powell. The original two bridge designs in schemes 1 and 3 were interesting and dynamic but lacked in subtlety which detracted from the main design of the building. The contrast of its grandeur and the clean sleek design that the building was styled after made it too ornate for the site. The reconciliation here is to make the bridge system more organic to blend into the tree canopy while continuing its dynamic nature.
Trevor Stephens
The precedent that was most appealing is the Langkawi Sky Bridge in Malaysia which was completed in 2005. The simplified structure (compared to previous bridges) will make the cost much more feasible in addition to its appearance next to the heavy solid building. Another aspect that will improve the users experience is that the bridge can be lowered closer to the canopy to extenuate nature instead of separating from it.
Assignment 20 - Design Analysis
NAAB SPC A.2. - Design Thinking NAAB SPC A.5. - Investigative Skills
ARCH 586 Integrated Systems | Fall 2013 33
SPACE ENTRANCE
AREA ft2 1,333
COAT ROOM
105
RESTROOMS (8)
1,256 overall
LOBBY
2,383
AUDITORIUM
13,957
CONTROL ROOM
139
DRESSING ROOM
393
MUSIC ROOM
1,377
STORAGE
1,125
RECEPTION
963
KITCHEN
1,484
DINING
1,870
STORAGE
355
RESTROOMS
663
TEA/HOOKAH LOUNGE PREP ROOM
836
CLASSROOM SM (3)
390 each
CLASSROOM LG (2)
765 each
TECHNOLOGY ROOM
3,100
OPEN OFFICE SPACE
5,795
MEETING ROOM (4)
1,377 overall
CONFERENCE ROOM
623
STORAGE & PRINTING
758
KITCHEN & DINING
591 10,286
TERRACE (2)
5,247 overall
GALLERY HALL
519
GALLERY
1,867
STUDIO
955
WORKSHOP
429
STORAGE
112
GYM RECEPTION
2,142
LOCKERS
1,466 4,872
CLOSED GYMS (3)
645 each
STORAGE & MECH.
220
PARKING
9 / 2 spaces OVERALL
60,256 interior
Trevor Stephens
OPEN GYM
3D View Ext Perspective
708
READING ROOM
EXOTIC GARDEN
2 582 Summary - Ordering Systems Arch
2,240
ARCH 586 Integrated Systems | Fall 2013 34
Existing Site The existing site in Portland, OR is located southeast of downtown and adjacent to highway 205. The property is located on Kelly Butte Natural Area just North of Powell road. The property is over 570,000 square feet and roughly a 45 degree slope or less throughout the site. It consists of mostly trees and trails on a completely undeveloped hill. Water shed paths are simple and head down the steep slope towards the South where they shift to the East where the elevation levels out at the adjacent developments beyond the boundaries of the site plan.
Water Runoff
1
Trevor Stephens
Property Line
Site 1" = 80'-0"
Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 35
Environmental Study SOIL Not rated A A/D B B/D C C/D D
The soil on this site is key for drainage and planting any type of vegetation. As the top left diagram shows, the most predominant soil types are “B” and “C”. Group B Soils have a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission.
DRAINAGE Excessive Somewhat excessive Well Moderately well Somewhat poor Poor Very poor Not Available
Group C Soils have a slow infiltration rate when thoroughly wet. These consist chiefly of soils that have a layer that impedes the downward movement of water or soils that have moderately fine texture or fine texture. These soils have a slow rate of water transmission. As the percent slope diagram shows, almost the entire site is greater than 20% slope which is 11 degrees or above.
PERCENT SLOPE
Trevor Stephens
Less than 5% 5 - 10% 10 - 15% 15 - 20% Greater than 20%
Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 36
Water Runoff The site will naturally shed water down the hill, but when the building interferes with the hillsides watershed it will absorb the water and use it in the building. This building treats and uses all of its waste water and rain runoff using drains throughout the property and bioswales to feed the sinks, toilets, and showers. The parking lot below will use semi permeable concrete to allow easy drainage and runoff for excess water to safely absorb into the site. The parking has many accessible spaces, including building roof access to two ADA parking spots and a loading zone for trucks or larger vehicles. The center is also accessed by a funicular that starts at the parking lot and joins the building at the reception area on the main lobby floor. The building can also be accessed by a long staircase terrace system that moves through the bioswales and drainage/filtration network.
EXAGGERATED ROOF SLOPE DIAGRAM Sumped Roof Drain
pe
pe
Slo
Skylight
Water Runoff
1 Site 1" = 80'-0"
Slope
Roof Rain Catch Absorbing greenroof Bioswales
Assignment 3: Site Design
pe
Slo
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
Cricket
Sumped Roof Drain
Trevor Stephens
Slo
ARCH 586 Integrated Systems | Fall 2013 37
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
1 Level 0 1/32" = 1'-0" Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 38
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
2 Level 1 1/32" = 1'-0" Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 39
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
3 Level 2 1/32" = 1'-0" Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 40
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
4 Level 3 1/32" = 1'-0" Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 41
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
6 Level 4 GR 1/32" = 1'-0" Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 42
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0" Level 0 415' - 0" 3 Section 1 Long 1/32" = 1'-0"
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0"
Trevor Stephens
ANMATA MULTICULTURAL CENTER
Level 0 415' - 0"
1 Front 1/32" = 1'-0"
Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
Level 5 490' - 0" Level 4 475' - 0"
ARCH 586 Integrated Systems | Fall 2013 43
Level 5 490' - 0" Level 4 475' - 0"
Level 5 490' - 0"
Level 3 460' - 0"
Level 4 475' - 0"
Level 2 445' - 0"
Level 3 460' - 0"
Level 1 430' - 0"
Level 2 445' - 0" ANMATA MULTICULTURAL CENTER
Level 0 415' - 0"
Level 1 430' - 0" Level 0 415' - 0" 1 Front 1/32" = 1'-0"
1 Enclosure Entire BW 1/32" = 1'-0"
Level 5 490' - 0" Level 4 475' - 0" Level 3 460' - 0" Level 2 445' - 0" Level 1 430' - 0" Level 0 415' - 0"
Trevor Stephens
2 Side 1/32" = 1'-0"
Assignment 3: Site Design
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.4. - Site Design
ARCH 586 Integrated Systems | Fall 2013 44
Occupancy Types Assembly - A-1, A-2 & A-3 Business - B Storage - S
Fire Rating Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
Construction Type Type IIA (Fully Sprinklered)
A-1 A-2 A-3 A-4 A-5 B S-1 S-2 U
c
b,c
TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building are limitations shown in square feet, as determined be the definition of “Area, building,” per story TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V A A B A B A B A B 65 UL 160 65 55 65 55 50 40 HEIGHT(feet) STORIES (S) AREA (A) S UL 5 3 2 3 2 3 2 1 A UL UL 15,500 8,500 14,000 8,000 15,000 11,000 6,000 S UL 11 3 2 3 2 3 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,000 6,000 S UL 11 3 2 3 2 3 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,000 6,000 S UL 11 3 2 3 2 3 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,000 6,000 S UL UL UL UL UL UL UL UL UL A UL UL UL UL UL UL UL UL UL S UL 11 5 3 5 3 5 3 2 A UL UL 37,500 23,000 28,500 19,000 36,000 18,000 9,000 S UL 11 4 2 3 2 4 3 1 A UL 48,000 26,00 17,500 26,000 17,500 28,500 14,000 9,000 S UL 11 5 3 4 3 5 4 2 A UL 79,00 39,000 26,000 39,000 26,000 38,500 21,000 13,500 S UL 5 4 2 3 2 4 2 1 A UL 35,500 19,000 8,500 14,000 8,500 18,000 9,000 5,500
A = building area per story, S = stories above grade plan, UL = Unlimited, NP = Not permitted See the following sections for general exceptions to Table 503: 1. Section 504.2, Allowable building height and story increase due to automatic sprinkler system installation. 2. Section 506.2, Allowable building arrea increase due to street frontage. 3. Section 506.3, Allowable building arrea increase due to automatic sprinkler system installation.
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
Vertical Egress Separation Diagonal of building: 280’ Max egress separation: 140’
Life Safety Route Green Roof
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
ARCH 586 Integrated Systems | Fall 2013 45
Occupancy Types
3
H
Assembly - A-1, A-2 & A-3 Business - B Storage - S
Fire Rating
4
Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
G E
Construction Type
5
F
6
Type IIA (Fully Sprinklered)
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
D C J
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
B A
Vertical Egress Separation Diagonal of building: 280’ Max egress separation: 140’
I 1
Life Safety Route
2
Green Roof
1
Level 0 1/32" = 1'-0"
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
ARCH 586 Integrated Systems | Fall 2013 46
Occupancy Types
3
H
Assembly - A-1, A-2 & A-3 Business - B Storage - S
Fire Rating
4
Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
G E
Construction Type
5
F
6
Type IIA (Fully Sprinklered)
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
D C J
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
B A
Vertical Egress Separation Diagonal of building: 280’ Max egress separation: 140’
I 1
Life Safety Route
2
Green Roof
2
Level 1 1/32" = 1'-0"
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
ARCH 586 Integrated Systems | Fall 2013 47
Occupancy Types
3
H
Assembly - A-1, A-2 & A-3 Business - B Storage - S
Fire Rating
4
Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
G E
Construction Type
5
F
6
Type IIA (Fully Sprinklered)
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
D C J
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
B A
Vertical Egress Separation Diagonal of building: 280’ Max egress separation: 140’
I 1
Life Safety Route
2
Green Roof
3
Level 2 1/32" = 1'-0"
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
ARCH 586 Integrated Systems | Fall 2013 48
Occupancy Types Assembly - A-1, A-2 & A-3 Business - B Storage - S
3
Fire Rating
H
Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
4
G E
Construction Type Type IIA (Fully Sprinklered)
5
F
6
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
D C J B
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
Vertical Egress Separation
A
Diagonal of building: 280’ Max egress separation: 140’
I 1
Life Safety Route
2
Green Roof
4
Level 3 1/32" = 1'-0"
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
ARCH 586 Integrated Systems | Fall 2013 49
Occupancy Types Assembly - A-1, A-2 & A-3 Business - B Storage - S
3
Fire Rating
H
Exterior Concrete walls: Beyond 4 hrs Stairwells and Shafts: 2 hrs
4
Construction Type
G E
Type IIA (Fully Sprinklered)
5
F
6
D C J B
Height/Area Max Height: 65 ft. = 85 ft. Sprinklered (75 ft. Proposed) Allowable Stories: 3 = 4 Sprinklered (4 Proposed) Allowable Area per floor: 15,500 ft2 = 31,000 ft2 Sprinklered
Means of Egress The common path of egress is no more than 75’ to a point to decide between two points of egress.
Vertical Egress Separation Diagonal of building: 280’ Max egress separation: 140’
A
I 1 Life Safety Route
6
Green Roof
Level 4 GR 1/32" = 1'-0"
Assignment 6: Life Safety
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Life Safety
Trevor Stephens
Building Core
2
ARCH 586 Integrated Systems | Fall 2013 50
Accessibility The main entrance is located on level 1 at the central elevator core at the pivot of the building. This is accessed by funicular car or the meandering path that leads up to the building through the terraced bioswales and treatment pools. There is also a loading / shipping and receiving area on the roof of the building that is just adjacent to the main elevator core. This additional entrance is also the wheelchair accessible entrance that leads directly to the elevator to the main lobby / entrance.
477 460 475
400
430 312.5
Trevor Stephens
312
1 Site 1" = 80'-0"
Assignment 7: Accessibility
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
ARCH 586 Integrated Systems | Fall 2013 51
Trevor Stephens
Step 1 | Occupancy Classification
Assignment 7: Accessibility
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
ARCH 586 Integrated Systems | Fall 2013 52
Control Room
Storage
139
1125
Floor 1 Assembly Group A 11080 ft2
Dressing Room 393
Music Room
Gym Reception
Floor 2 Assembly Group A 15237 ft2
Kitchen Storage
1377
1237
276
Cold Storage
Locker Room 681 Locker Room
Coat Room
A-1
571
A-1
79
Theater
105
Kitchen
9371
1484
Floor 3 Assembly Group A 7866 ft2 Business Group B 3178 ft2
Family RR Storage /Janitor
RR
95
Gym Room
RR
635
287
Gym Room
A-3
631 Gym Room
91
Lobby
285
1398
A-2
Gallery 1867
671
Floor 4 Assembly Group A 2240 ft2 Business Group B 8433 ft2 Storage Group S 1547 ft2
A-3
Open Gym
Dining Room
4872
Mechanical
2115
Terrace
125
4225
2 Level 1 1/32" = 1'-0"
1 Level 0 1/32" = 1'-0"
Meeting Room
Closet
359 Meeting Room
47
Conference Room 623
378
A-1 Restroom Restroom Technology Lab
184
Meeting Room
711
327
Restroom 251 Restroom
Balcony
170
Storage & Printing
4586
228
B
708
Classroom 390
Kitchenette
A-3
Storage
405
B
390
392
WC
WC
65
60
836
B
5795
1333
A-2
429
299
Office Space Reception
985
Workshop
Meeting Room
Prep Room
Lobby
112
S
Reading Room Classroom Classroom Studio
3 Level 2 1/32" = 1'-0"
Cafe
Trevor Stephens
Classroom Classroom
186
955
Assignment 7: Accessibility
700
1682
Tea /Hookah Lounge 2240
700
4 Level 3 1/32" = 1'-0"
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
ARCH 586 Integrated Systems | Fall 2013 53
Parking and Entrance The parking lot is roughly at street level where it meets up with Powell Blvd. The lot consists of 29 regular parking spots, 2 regular sized ADA spots(5’ aisle), and 1 large ADA spot(8’ aisle) that can accommodate a ADA van. There are two additional large ADA parking spots on the roof of the building for wheelchairs that is accessed by the service road (103rd st.) that enters the building from the central elevator. The funicular car joins the parking lot and drives up to the main entrance on level 1.
1
3D View Parking Curb Cuts Funicular Funicular Track
% 10 alk
w ide
S
1
Parking 1/32" = 1'-0"
Assignment 7: Accessibility
rb
Cu
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
4’
24” Detectable Warning
Trevor Stephens
8.3 3 Ma % x.
10 %
re
Fla
ARCH 586 Integrated Systems | Fall 2013 54
4”
ADA BUILDING CODE STANDARDS 3
G
6”
4 37
’-
5’ E
F
16” - 18”
’-
5’-0”
54
H
5’
3’-0”
5’-0”
0”
5 14
D
4
9’ -
1’-6”
’-
1’-0”
Typical Stall Plan 3’-0” top of bar
4
0”
0”
51
’-
’50
A
”
0 9’ -
2’-0”
J
51
B
6”
0” 0”
C
5
’-
” -0
17” - 19”
1 Level 0 Gym Restrooms 1/16" = 1'-0"
0’
TYPICAL STALL PLAN
6
TYPICAL STALL FRONT ELEVATION
I 1
54” min.
50 ’-
39” - 41”
0” 4”
12” max.
Assignment 7: Accessibility
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
7”- 9”
3’-0” top of bar
TYPICAL STALL SIDE ELEVATION
Trevor Stephens
Plumbing Chase
1 Level 0 1/32" = 1'-0"
15” min.
2
ARCH 586 Integrated Systems | Fall 2013 55
4”
ADA BUILDING CODE STANDARDS 3
5’-0”
G
5’
6”
4 37
’-
5’ E
F
16” - 18”
’-
H
4 Level 3 Lounge Restrooms 1/16" = 1'-0"
5’-0”
54
3’-0”
5’
0”
5 14
D 4
Level 3 Office Restrooms 1/16" = 1'-0"
4
9’ -
5
’-
” -0
1’-6”
’-
1’-0”
Typical Stall Plan 3’-0” top of bar
4
0”
0”
51
’-
’50
A
”
0 9’ -
2’-0”
J
51
B
6”
0” 0”
C
0’
TYPICAL STALL PLAN
6
17” - 19”
5’
TYPICAL STALL FRONT ELEVATION
I 1
54” min.
50 ’-
39” - 41”
0” 4”
12” max.
Assignment 7: Accessibility
Plumbing Chase
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.5. - Accessibility
7”- 9”
3’-0” top of bar
TYPICAL STALL SIDE ELEVATION
Trevor Stephens
4 Level 3 1/32" = 1'-0"
15” min.
2
ARCH 586 Integrated Systems | Fall 2013 56
3 TIEBACK ANCHOR
54
H
’-
G
6”
4 37
’-
E
F
0”
5
6 14
D
0’ -
5
’-
0”
6” HSS COLUMN 6” X 6” X .5”
’49
0”
0”
C
’0”
0”
51
’50
0”
’-
A
’49
51
B
J
I 1
ROUND CONCRETE COLUMN 18”
’50 0” Trevor Stephens
2 Wet Wall Vertical Mechanical
1 Level 0 1/32" = 1'-0" Assignment 9: Structural Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.9. - Structural Systems
ARCH 586 Integrated Systems | Fall 2013 57
3 TIEBACK ANCHOR
H
4
G E
5
F
6
D HSS COLUMN 6” X 6” X .5”
C J B A
I ROUND CONCRETE COLUMN 18”
1 ’-
50 0” Trevor Stephens
2 Wet Wall Vertical Mechanical 2 Level 3 1/32" = 1'-0" Assignment 9: Structural Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.9. - Structural Systems
ARCH 586 Integrated Systems | Fall 2013 58
3 TIEBACK ANCHOR
H
4
G E
5
F
D
6
HSS COLUMN 6” X 6” X .5”
C J B A
I 1
ROUND CONCRETE COLUMN 18”
Trevor Stephens
2 Wet Wall Vertical Mechanical 3 Level 4 1/32" = 1'-0" Assignment 9: Structural Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.9. - Structural Systems
ARCH 586 Integrated Systems | Fall 2013 59
1
2
Level 5 490' - 0"
TIEBACK ANCHOR
Level 4 475' - 0"
Level 3 460' - 0" 2 3
Level 2 445' - 0"
4
SLAB EDGE FOOTING 36” X 18”
Level 1 430' - 0"
1
Trevor Stephens
Level 0 415' - 0"
Enclosure Entire 1/16" = 1'-0"
Assignment 9: Structural Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.9. - Structural Systems
ARCH 586 Integrated Systems | Fall 2013 60
Concrete Structure The structure of the building is based around the large structural walls and floors that act as a heat sink from the earth that warms or cools the building based on the time of year. These 2 foot thick walls also provide the buildings strength along with a number of columns that help support the larger spans. The buildings back wall also utilizes a tie back system that is similarly used in large retaining walls for bridges or highways. Additionally, the floor plates use cables that are put under tension during the curing process to give them extra strength which allows them to make these large spans possible. This method is also similar to how highways and bridges are constructed.
3D View STRUCTURE
Trevor Stephens
5
Assignment 9: Structural Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.9. - Structural Systems
ARCH 586 Integrated Systems | Fall 2013 61
Climate Data The bioclimatic chart shows the comfort times during the year based on the temperature and relative humidity ratio. The red lines show highs and lows of the specific months of the year. Aug
The sky cover chart shows how much of the sky is covered by clouds in Portland, OR throughout the year. This climate is great for evenly lighting a building while not creating excess heat gain. The cloudy sky diffuses the sunlight and evenly lights windows and interior spaces.
Jul Sept Jun May Oct Apr Mar
Nov
Feb Dec
Trevor Stephens
Jan
Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 62
Shade Mask
Trevor Stephens
The existing site is shaded fully by trees, but after development of the foundation there will be a solar clearing on the footprint of the building. As much of the surrounding vegetation will be spared to make the site as natural as possible and cause the least devastation to the ecosystem. The only shade will be from the angle of the hill and tree tops verses the overhangs of the building. The following charts show the hours of the day and when they have direct sun.
Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 63
Trevor Stephens Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 64
Trevor Stephens Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 65
Winter During the winter months the buildings DOAS (dedicated outdoor air systems) air exchange system is more utilized to bring in fresh air while not using the internal convection currents that the airflow would usually create in conjunction with the DOAS. The floors of the different spaces throughout the building use radiant tubes that are set into the concrete to warm the lower air spaces that warm the rooms. Additionally, the large windows that face the Southeast, that will lose the most warmth in the cold, have floor radiators that will help create a warmth current at the glass to better insulate the building. DOAS Intake Level 5 490' - 0"
20’ “Big Ass Fan” Operable Windows Level 4 475' - 0"
Mech. Room Light Shelf Ventilated Light Well
Level 3 460' - 0"
Vertical Sunshades Level 2 445' - 0"
Assignment 11: Environmental Systems
Level 1 430' - 0"
WNW
ENE
W
30+ 26-30 21-26 17-21 13-17 9-13 4-9 0-4
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
NE
NW
Level 0 415' - 0"
Enclosure Entire BW 1 1/16" = 1'-0"
NNE
WSW
SW SSW
2% 4% 6% 8% 10% 12% 14% 16% 18% 20% S
E
ESE
SE SSE
Trevor Stephens
Louvre Window Section
N NNW
ARCH 586 Integrated Systems | Fall 2013 66
Summer
DOAS Intake
+
+
-
The few summer months are passively ventilated using annual cross breezes and building openings that circulate air throughout most of the building. Some of the higher occupancy spaces are conditioned with the DOAS (dedicated outdoor air systems). Additionally, the radiant flooring circulates cool water from the geothermal piles that helps cool the spaces. The buildings thermal mass will help send cool air throughout the building that is recharged every night during a “night flush”. There are also two twenty foot “Big Ass Fans” that will suck or blow air through the ventilated light well to help create the air flow through the building. The air from the Northwest will help create a pressure zone to suck the air out of the light well.
Level 5 490' - 0"
20’ “Big Ass Fan”
-
Operable Windows Level 4 475' - 0"
Mech. Room Light Shelf Ventilated Light Well
Level 3 460' - 0"
Vertical Sunshades Level 2 445' - 0"
Assignment 11: Environmental Systems
Level 1 430' - 0"
WNW
ENE
W
30+ 26-30 21-26 17-21 13-17 9-13 4-9 0-4
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
NE
NW
Level 0 415' - 0"
Enclosure Entire BW 1 1/16" = 1'-0"
NNE
WSW
SW SSW
2% 4% 6% 8% 10% 12% 14% 16% 18% 20% S
E
ESE
SE SSE
Trevor Stephens
Louvre Window Section
N NNW
ARCH 586 Integrated Systems | Fall 2013 67
Mechanical Systems
3
4
5
The large mechanical room located on level 3 is built below the access road and next to the theater and office sections of the building. The room is sunken 3 feet below the floor line so mechanical systems like the DOAS (dedicated outdoor air systems) and the sprinkler system can easily punch through the wall the enter the theater while still being able to connect to the office. These are the two main high occupancy areas which means they will need the most conditioning to keep the comfort level high.
6
Level 5 490' - 0"
Level 4 475' - 0"
Level 3 460' - 0"
Level 2 445' - 0" Plumbing Chase Level 1 430' - 0"
Mechanical Chase Mechanical Room
Level 0 415' - 0" 3
Acoustic Ceiling Cable Tray
Section 2 Theater 1/16" = 1'-0"
Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
Trevor Stephens
Air Duct
ARCH 586 Integrated Systems | Fall 2013 68
Mechanical Systems In plan view the large mechanical room shows how the systems travel vertically at the elevator core to the other levels. The chase at the northernmost point of the building is the buildings exhaust vent which is over 25 feet from the building. The air ducts and water lines travel horizontally through the spaces to show how the systems relate to the building while teaching what they do.
3
54
’-
H G
6”
4 37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 50 ’-
Plumbing Chase
0”
Mechanical Chase Mechanical Room Trevor Stephens
2
4 Level 3 1/32" = 1'-0" Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 69
Lighting The lighting in this building is based on day lighting and visible comfort for the inhabitants. The lights are oriented with the windows so the daylight sensors can shut off or turn on lights to better suit the needs of each room based on the amount of day light entering the spaces. The larger “Max Light Penetration� is based on an average amount of light that enters a space based on the window openings.
Level 5 490' - 0"
Level 4 475' - 0"
Level 3 460' - 0"
Level 2 445' - 0"
Level 1 430' - 0"
Max Light Penetration Level 0 415' - 0"
1 : 2.5 Daylight Ratio
1
Trevor Stephens
Lights
Enclosure Entire BW 1/16" = 1'-0"
Assignment 11: Environmental Systems
NAAB SPC B.6. - Comprehensive Design NAAB SPC B.8. - Environmental Systems
ARCH 586 Integrated Systems | Fall 2013 70
3
54
’-
H G
6”
Plumbing Chase 4
Mechanical Chase Mechanical Room
37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
1 Level 0 1/32" = 1'-0" Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 71
3
54
’-
H G
6”
Plumbing Chase 4
Mechanical Chase Mechanical Room
37
’-
E
F
0”
5 6 14
D
0”
0”
nt me p i d equ mine n e r te ch Kit be de to
J
0”
0”
51
’-
’50
A
’49
4
0”
’-
B
9’ -
5
6”
51
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
2 Level 1 1/32" = 1'-0" Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 72
3
54
’-
H G
6”
Plumbing Chase 4
Mechanical Chase Mechanical Room
37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
3 Level 2 1/32" = 1'-0" Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 73
3
54
’-
H G
6”
Plumbing Chase 4
Mechanical Chase Mechanical Room
37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
4 Level 3 1/32" = 1'-0" Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 74
3
54
’-
H G
6”
Plumbing Chase 4
Mechanical Chase Mechanical Room
37
’-
E
F
0”
5 6 14
D
4
9’ -
5
’-
0”
0”
0”
51
’-
’50
A
’49
J
51
B
6”
0” 0”
C
0’
’-
” -0
I 1 ’-
50 0”
Trevor Stephens
2
6 Level 4 GR 1/32" = 1'-0" Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 75
3 H
4
G E
5
F
6
D C J B A
I 1
1 Level 3 1/32" = 1'-0"
Trevor Stephens
2
RCP
Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 76
Trevor Stephens
Sprinkler Pendent
3
Office 1/16" = 1'-0"
Assignment 17: Building Service Systems
NAAB SPC B.11. - Building Service Systems
ARCH 586 Integrated Systems | Fall 2013 77
Ventilated Light Well Large Overhangs
Greenroof Roof Vent Turbines
Vertical Sunshades
Radiant Flooring
Window Radiator
Thermal Mass
Geothermal Piles
3D View Section
Assignment 19: Sustainability
Trevor Stephens
5
NAAB SPC B.3. - Sustainability
ARCH 586 Integrated Systems | Fall 2013 78
Roof Leader
SINK TOILET
Rainwater Cistern Treatment Wetlands Trickle Filter Grey Water Storage Settling Tank
Biology Pond Rain Garden
Trevor Stephens
Overflow Scuppers
Assignment 19: Sustainability
NAAB SPC B.3. - Sustainability
ARCH 586 Integrated Systems | Fall 2013 79
ANMA TA MU LTICUL TURAL CENTE R
1
3D View Overall Perspective
• Allen, Edward, and Joseph Iano. The architect’s studio companion rules of thumb for preliminary design. 3rd ed. New York: Wiley, 2002. Print. • Bassler, Bruce L.. Architectural graphic standards. 11th ed. Hoboken, N.J.: John Wiley & Sons, 2008. Print. • Ching, Frank, and Steven R. Winkel. Building codes illustrated a guide to understanding the 2012 International building code, fourth edition. 4th ed. Hoboken, N.J.: John Wiley & Sons, 2012. Print. • “Free Arts NW.” Free Arts NW. N.p., n.d. Web. 25 Aug. 2014. <http://freeartsnw.org/>. • “GeoTility.” Geothermal heating & cooling systems by GeoTility. N.p., n.d. Web. 25 Aug. 2014. <http://www.geotility.ca/>. • “Hunt Heating.” Energy Saving Heating System Canal Plus. N.p., n.d. Web. 25 Aug. 2014. <http://www.spec-net.com.au/ press/1010/hun_061010.htm>. • “LUMENHAUS.” LUMENHAUS. A brighter way. Everyday.. N.p., n.d. Web. 25 Aug. 2014. <http://www.lumenhaus.com/index2. html>. • “MPA Concrete Center.” Fire resistance. N.p., n.d. Web. 25 Aug. 2014. <http://www.concretecentre.com/technical_information/performance_and_benefits/fire_resistance.aspx>. • “Polyiso.” Polyisocyanurate Insulation Manufacturers Association (PIMA). N.p., n.d. Web. 25 Aug. 2014. <https://polyiso.site-ym. com/>. • “Polyisocyanurate Insulation Thermax.” - Pace Representatives. N.p., n.d. Web. 25 Aug. 2014. <http://www.pacerepresentatives.com/insulation/polyisocyanurate-insulation-thermax/>. • “Post Tension Slabs.” Eugene Sand & Gravel > Products & Services > Ready Mixed Concrete >. N.p., n.d. Web. 25 Aug. 2014. <http://www.eugenesand.com/post-tension-slabs>. • “Structural & Mechanical Industry.” Oregon Iron. N.p., n.d. Web. 25 Aug. 2014. <http://www.oregoniron.com/industrydivisions/structural-mechanical-industry/>. • “Williams Form Engineering Corp.” Post Tensioning Systems. N.p., n.d. Web. 25 Aug. 2014. <http://www.williamsform.com/ Post_Tensioning_Systems/post_tensioning_systems.html>.
Trevor Stephens
Bibliography
ARCH 586 Integrated Systems | Fall 2013 80
3
310
TREVOR STEPHENS
0
450 460 470 480
3 3 40 36 50 3 0 3870 39 0 0
250 260 270 280 290
300
41
0
46
24
0
490
290
310
470
460
280
250
260
480
450 0
43
320
420
410 400 390 380
290
300
310
280
470
44
330
300
280
0 33 0 0 34 0 36 35 3700 38 400 410 420 430 440
0
460
450
370
440
36
350
280 270
250
330
430 420
340
410
400
270
290
0
390
28
0
0
38
260
370
0
330
32
340 0
340 330 320 310
29
0
280
310
290
380 370
36
0
280
0
30
290
290
280
View via Issuu here:
29
270
30
0
350 330 320 310
340
300
280 300
270 290
260
0
36
290
290
290