t h e
f o g
exploration c e n t e r
Vanessa Vanderhoof ARCH 586 Integrated Systems // Fall 2014 PSU School of Architecture
TABLE OF CONTENTS SECTION ONE // TECHNICAL DOCUMENTATION Site Plan Building Floor Plans Site Sections + Elevations Building Sections + Elevations Wall Sections Building Details Building Materials + Assemblies Outline Specifications
## ## ## ## ## ## ## ##
SECTION TWO // DESIGN ANALYSIS Historical Traditions + Cultures ## Pre-design Analysis ## Design Thinking ## Investigative Skills ## Ordering Systems ## Site Design ## Life Safety ## Accessibility ## Structural Systems ## Environmental Systems ## Building Service Systems ## Sustainability ##
BIBLIOGRAPHY
SECTION ONE
TECHNICAL DOCUMENTATION Site Plan Building Floor Plans Site Sections + Elevations Building Sections + Elevations Wall Sections Building Details Building Materials + Assemblies Outline Specifications
SITE PLAN
DESIGN PROPOSAL +40
+30 retaining wall
retaining wall
future streetcar stop
width
bioswalles
streetcar
+40 +40
sw landing dr.
outdoor fog garden/exhibit
A
B
bioswales
bicycle parking C
loading zone
pedestrian zone
D
+30
Bike/Walking Path Other Buildings Street Lights Water Runoff Property Line Set Backs SITE PLAN NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
10’
20’
40’
V. VANDERHOOF // 01
FLOOR PLANS 1
2 20’ - 0”
3
4
20’ - 0”
6
20’ - 0”
8
20’ - 0”
20’ - 0”
DESIGN PROPOSAL
9 20’ - 0”
bioswales 8’ - 6”
a B
patio
community spaces
lounge
40’ - 0”
storage
5’ Diameter
5’ Diameter
educational
patio
educational 5’ Diameter
restrooms
5’ Diameter
20’ - 0”
c lobby
circulation / fog atrium UP
UP
D patio reception
multipurpose
40’ - 0”
meeting
community lounge storage 8’ - 6”
e
office
office
office
patio
kitchen
f
GROUND FLOOR PLAN NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 02
FLOOR PLANS 1
2 20’ - 0”
3 20’ - 0”
4
6
20’ - 0”
8
20’ - 0”
20’ - 0”
DESIGN PROPOSAL
9 20’ - 0”
8’ - 6”
A patio
multipurpose
B
storage
40’ - 0”
art studio
open art space
mechanical
patio
20’ - 0”
C exhibit / testing area
DN
DN
UP
circulation / fog atriumUP
40’ - 0”
D
community meeting
archive
small conference room
E 8’ - 6”
patio
patio
fog observatory
storage lounge
F
SECOND FLOOR PLAN NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 03
FLOOR PLANS 1
2 20’ - 0”
3
4
20’ - 0”
6
20’ - 0”
8
20’ - 0”
20’ - 0”
DESIGN PROPOSAL
9 20’ - 0”
8’ - 6”
A B
collaborative work spaces
patio
40’ - 0”
storage
5’ Diameter
5’ Diameter
lab patio
lab 5’ Diameter
C
restrooms
5’ Diameter
20’ - 0”
DN
DN
circulation / fog atrium
UP
UP
D patio
archive
multipurpose
40’ - 0”
art studio
lounge
storage
8’ - 6”
E kitchen
studio work stations
patio
F
THIRD FLOOR PLAN NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 04
atriUM roof
SITE SECTION + ELEVATION
65’ - 0”
DESIGN PROPOSAL
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
SOUTH ELEVATION atriUM roof 65’ - 0”
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
E - W SECTION NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 05
atriUM roof
BUILDING SECTION + ELEVATION
65’ - 0”
DESIGN PROPOSAL
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
EAST ELEVATION
atriUM roof 65’ - 0”
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
N - S SECTION NAAB SPC A.4. + B.6.. // TECHNIC AL DOCUMENTATION + COMPREHENSIVE
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 06
WALL SECTIONS
1 roof
TYPICAL WALL ELEMENTS
45’ - 0”
1 ENCLOSURE TO ROOF CONNECTION Parapet provides attachment point for curtain wall system 2 CURTAIN WALL SYSTEM Curtain wall system includes 2”x8” mullions at edge of glazing panels
2
3 CONNECTION BETWEEN STRUCTURE + ENCLOSURE Steel bracket provides connection point for mullion
3 thirD floor 30’ - 0”
4 EXTERNAL SHADE SYSTEM Steel Connector Plates Kingston Solar Thermal Tubes 4
5 RAINSCREEN + TYP. METAL STUD WALL SYSTEM Rainscreen includes copper panels 6 ENCLOSURE TO FOUNDATION CONNECTION Thickened edge slab provides foundation for rainscreen system or external shade system
SeconD floor 15’ - 0”
5
6
groUnD floor
7 BIOSWALE Building water runoff management Water captured and used for irrigation + secondary water througout building
7
0’ - 0”
TYP. WALL ELEVATION NAAB SPC B.10. // BUILDING ENVELOPE SYSTEM
TYP. WALL SECTION ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 07
WALL SECTIONS
1
TYPICAL WALL ELEMENTS
3 2 1 PARAPET ASSEMBLY Metal Coping/Counter Flashing, Wood Blocking, Anchor Bolt in Wood Blocking, 4” Ploystyrene Foam Insulation, 6” Cast-in-place Concrete Slab 2 Metal Parapet Attachment
5 STRUCTURAL ASSEMBLY See Structural Drawings
4
6 CURTAIN WALL ASSEMBLY (EXTERIORINTERIOR) Triple Pane Insulation Glass with Low-E Coating and Argon Fill, 2”x8” Aluminum Mullion
5
3 FLAT ROOF ASSEMBLY (EXTERIORINTERIOR) Stone Ballast, Roofing Membrane, 8” Polystyrene Foam Insulation at 1/4” Slope, 4” Concrete on 3” Metal Decking
7 WALL ASSEMBLY (EXTERIOR-INTERIOR) 1/4” Aluminum Rainscreen, 1” Rainscree Air Cavity, 1” Horizontal Rainscreen Wood Furring, Rainscreen Cascadia Clips, 3” Polystyrene Foam Insulation, Water Resistive Barrier, 5/8” Densglass Exterior Sheathing, 2x6” Metal Stud with R-19 Mineral Fiber, Vapor Retarder, 5/8” Toughrick Gypsum Drywall
6
4 DROP CEILING ASSEMBLY Light-gauge Metal Strap Anchors, Metal Drop Ceiling Frame, Acoustical Ceiling Panels, Wood Decking
8 Steel Edge Angle 9 FLOOR ASSEMBLY 5”Concrete on 2” Metal Decking, Plastic Radiant Heating Pipes
WATER DRAINAGE Water is drained away from the enclosure system by a 1/4” slope in the roof assembly insulation. The wood rainscreen redirects horizontal rain preventing it from penetrating the enclosure system. Flashing prevents the passage of water into the enclosure system through joints. In addition to the rainscreen and flashing, roof and wall assemblies have vapor retarders, water resistive barriers, and roofing membranes to prevent the entry of water.
NAAB SPC B.10. // BUILDING ENVELOPE SYSTEM
8 9
7
0’
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 08
WALL SECTIONS TYPICAL WALL ELEMENTS ASSEMBLY ELEMENT
R-VALUE
1/8” VERTICAL RAINSCREEN
No Insulative Value
1” HORIZONTAL FURRING
No Insulatvie Value
EXTERIOR AIR FILM
.17
3” POLYSTYRENE FOAM INSULATION w/ 4” CASCADIA CLIPS
15
WATER RESISTIVE BARRIER
No Insulative Value
5/8” DENSGLASS EXTERIOR SHEATHING
.77
2X6 METAL STUD w/ R-19 MINERAL FIBER + 2” AIR SPACE
8.1
VAPOR RETARDER
No Insulative Value
5/8” TOUGHROCK GYPSUM DRYWAY
.5625
INTERIOR AIR FILM
.68
25.28 R-Value
NAAB SPC B.10. // BUILDING ENVELOPE SYSTEM
TYPICAL WALL ASSEMBLY
The typical wall assembly is a basic light-gauge steel stud assembly. The 2x6 metal stud cavity wall is filled with R-19 mineral fiber. Additional insulationon the exterior of the metal stud cavity wall. To connect to the rain screen. Cascadia clips are used in place of z-grips to cut down on the thermal bridging giving the assembly an overall wall R-Value of 25.28. The 1600 L-R Kawneer curtain wall assembly is 97% glazing and 3% mullion, giving the overall assembly an R-Value of approx. 3.
CURTAIN WALL ASSEMBLY
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 09
BUILDING DETIALS
ENCLOSURE TO PARAPET ISOMETRIC 1
1 METAL COPING/COUNTER FLASHING + WOOD BLOCKING
2
2 CAST-IN-PLACE CONCRETE PARAPET + 4” POLYSTYRENE FOAM INSULATION
3
3 STONE BALLAST 7
5
4 EPDM ROOFING MEMBRANE
4
5 8” POLYSTYRENE ROAM INSULATION AT 1/4” SLOPE
1 8
6 5” CONCRETE ON 2” METAL DECKING 9 7 STEEL EDGE ANGLE
11
8 CUSTOM STEEL WINDOW PIECE 9 STRUCTURAL BEAM (See Structural Drawings) 10 KAWNEER 1600 CURTAIN WALL SYSTEM
12
11 LIGHT GAUGE ACOUSTICAL DROP CEILING W/ WOOD DECKING (Underside)
10
12 COOPER SUSPENDED LINEAR LIGHTING
0’
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 10
BUILDING DETIALS ENCLOSURE TO PARAPET
1
1 PARAPET ASSEMBLY (EXTERIORINTERIOR) Metal Coping/Counter Flashing, Double Layer of Roofing Membrane, 2x10 Wood Blocking w/ Attachment Bolt 2 Cant Strip 3 4
2
5
3 FLAT ROOF ASSEMBLY (EXTERIORINTERIOR) 4” Stone Ballast, Roofing Membrane Extended from Parapet, 8” Polystyrene Foam Insulation at 1/4” Slope, 5” Concrete on 2” Metal Decking 4 WALL ASSEMBLY (EXTERIOR-INTERIOR) 1/8” Aluminum Rainscreen, 1” Rainscreep Air Cavity, 1” Horizontal Rainscreep Furring, 4” Rainscreen Cascadia Clips at 24” O.C., 3” Polystyrene Foam Insulation, Water Resistive Barrier, 5/8” DensGlass Exterior Sheathing, 2x6” Metal Stud w/ R-19 Mineral Fiber, Vapor Retarder, 5/8” ToughRock Gypsum Drywall 5 Deflection Wood Joint 6 STRUCTURAL ASSEMBLY See Structural Drawings
6
0’
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 11
BUILDING DETAILS ENCLOSURE TO STRUCTURE
1 FLOOR ASSEMBLY 5”Concrete on 2” Metal Decking, Plastic Radiant Coils 12” O.C. 2 Steel Molding Reveal 3 Deflection Wood Joint
2
1
3
5
4
4 WALL ASSEMBLY (EXTERIOR-INTERIOR) 1/4” Aluminum Rainscreen, 1” Rainscree Air Cavity, 1” Horizontal Rainscreen Wood Furring, Rainscreen Cascadia Clips, 3” Polystyrene Foam Insulation, Water Resistive Barrier, 5/8” Densglass Exterior Sheathing, 2x6” Metal Stud with R-19 Mineral Fiber, Vapor Retarder, 5/8” Toughrick Gypsum Drywall 5 STRUCTURAL ASSEMBLY See Structural Drawings 6 DROP CEILING ASSEMBLY Light-gauge Metal Strap Anchors, Metal Drop Ceiling Frame, Acoustical Ceiling Panels, Wood Decking
6
0’
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 12
BUILDING MATERIALS + ASSEMBLIES STRUCTURAL MATERIALS
STEEL BEAMS + GIRDERS + COLUMNS Brand: Oregon Iron Works, Inc. Style: CSI MasterFormat Structural Steel Environmental Qualities: Local, green technologies, reuse potential CONCRETE SHEAR WALLS Brand: Ross Island Sand + Gravel Style: Typ. Cast-in-place Concrete Environmental Qualities: Local, recyclable material available METAL + CONCRETE DECKING Brand: North Star Industries, Inc. Style: B-36 Roof + Floor Deck Environmental Qualities: Local, contains high amount of recycled content
NOTES fig 13.1 fig 13.2 fig 13.3 fig 13.4
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
http://www.aiatopten.org/node/126 http://www.aiatopten.org/node/126 http://differencedesignlab.com/runit/http:// www.pacificerectors.com/metal-decking/
V. VANDERHOOF // 13
BUILDING MATERIALS + ASSEMBLIES ENCLOSURE SYSTEMS
ALUMINUM RAINSCREEN Brand: NorthClad Style: ACM Aluminum Composite Panel Rainscreen Environmental Qualities: Located in WA, base material contain 50%+ recyclable material, reuse potential CURTAIN WALL Brand: Kawneer Style: 1600 Ultra Thermal Curtain Wall System Environmental Qualities: Kawneer is member of the US Green Building Council LEED certification points SHADING STRUCTURE Brand: Advanced Energy Systems Style: Solar Thermal Panels/Tubes Environmental Qualities: Local, provides shading for building, solar thermal energy
NOTES fig 14.1 fig 14.2 fig 14.3 fig 14.4
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
http://www.narecde.co.uk/technology/ http://rightbankcapital.com/en/text. php?id=2&&uid=1 http://greensource.construction.com/ projects/0807_YaleSculptureGallery.asp www.archdaily.com/130435/arabian-libraryrichardbauer
V. VANDERHOOF // 14
BUILDING MATERIALS + ASSEMBLIES INTERIOR FINISHES
DROP CEILING Custom fabricated perforated metal + Kennedale Prestige Plank acoustic panels + custom wood paneling WALLS Brand: Georgia-Pacific Style: ToughRock Environmental Qualities: Made from recyclable materials, certified by the ICCVAR GREENGUARD, rated low emissions for CHPS FLOORS Brand: Ross Island Sand + Gravel Style: Site-cast concrete Environmental Qualities: Local, high recyclable content available, uses at least 24% fly ash in place of Portland cement
NOTES fig 15.1 fig 15.2 fig 15.3 fig 15.4
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
ARCH 586 INTEGRATED SYSTEMS // FALL
https://buildingdata.energy.gov/project/yalesculpture-building-and-gallery http://www.armstrong.com/commceilingsna/ products/ceilings/wood/_/N-cZ1z141tm http://www.archdaily.com/95840/ http://www.archinnovations.com/projects/ academic-projects
V. VANDERHOOF // 15
OUTLINE SPECIFICATIONS 00 00 00 Procurement & Contracting Requirements 05 50 00 Metal Fabrications 05 51 00 Metal Stairs 01 00 00 General Requirements 05 52 00 Metal Railings 02 00 00 Existing Conditions 03 00 00 Concrete
03 01 00 Maintenance of Concrete 03 05 00 Common Work Results for Concrete 03 06 00 Schedules for Concrete 03 08 00 Commissioning of Concrete 03 10 00 Concrete Forming and Accessories 03 11 00 Concrete Forming 03 15 00 Concrete Accessories 03 20 00 Concrete Reinforcing 03 21 00 Reinforcement Bars 03 22 00 Fabric and Grid Reinforcing 03 30 00 Cast-in-Place Concrete 03 31 00 Structural Concrete 03 35 00 Concrete Finishing 03 37 00 Specialty Placed Concrete 03 39 00 Concrete Curing 03 50 00 Cast Decks and Underlayment 03 51 00 Cast Roof Decks 03 52 00 Lightweight Concrete Roof Insulation
04 00 00 Masonry
04 01 00 Maintenance of Masonry 04 05 00 Common Work Results for Masonry 04 06 00 Schedules for Masonry 04 08 00 Commissioning of Masonry 04 20 00 Unit Masonry 04 22 00 Concrete Unit Masonry
05 00 00 Metals
05 01 00 Maintenance of Metals 05 05 00 Common Work Results for Metals 05 06 00 Schedules for Metals 05 08 00 Commissioning of Metals 05 10 00 Structural Metal Framing 05 12 00 Structural Steel Framing 05 14 00 Structural Aluminum Framing 05 17 00 Structural Rod Assemblies 05 30 00 Metal Decking 05 31 00 Steel Decking 05 41 00 Structural Metal Stud Framing 05 45 00 Metal Support Assemblies
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
05 54 00 Metal Floor Plates 05 55 00 Metal Stair Treads and Nosings 05 58 00 Formed Metal Fabrications
06 00 00 Wood, Plastics, and Composites
06 01 00 Maintenance of Wood, Plastics, and Composites 06 05 00 Common Work Results for Wood, Plastics, and Composites 06 06 00 Schedules for Wood, Plastics, and Composites 06 08 00 Commissioning of Wood, Plastics, and Composites 06 15 00 Wood Decking 06 41 00 Architectural Wood Casework 06 42 00 Wood Paneling 06 46 00 Wood Trim
07 81 00 Applied Fireproo ng 07 86 00 Smoke Seals 07 87 00 Smoke Containment Barriers 07 90 00 Joint Protection 07 91 00 Preformed Joint Seals 07 92 00 Joint Sealants 07 95 00 Expansion Control
08 00 00 Openings
08 01 00 Operation and Maintenance of Openings 08 05 00 Common Work Results for Openings 08 06 00 Schedules for Openings 08 08 00 Commissioning of Openings 08 10 00 Doors and Frames 08 11 00 Metal Doors and Frames 08 12 00 Metal Frames 08 13 00 Metal Doors 08 14 00 Wood Doors 07 00 00 Thermal and Moisture Protection 08 17 00 Integrated Door Opening Assemblies 07 01 00 Operation and Maintenance of Thermal and Moisture 08 30 00 Specialty Doors and Frames Protection 08 31 00 Access Doors and Panels 07 05 00 Common Work Results for Thermal and Moisture 08 35 00 Folding Doors and Grilles Protection 08 40 00 Entrances, Storefronts, and Curtain Walls 07 06 00 Schedules for Thermal and Moisture Protection 08 41 00 Entrances and Storefronts 07 08 00 Commissioning of Thermal and Moisture Protection 08 42 00 Entrances 07 10 00 Dampproo ng and Waterproo ng 08 44 00 Curtain Wall and Glazed Assemblies 07 11 00 Dampproo ng 08 45 00 Translucent Wall and Roof Assemblies 07 13 00 Sheet Waterproo ng 08 50 00 Windows 07 15 00 Sheet Metal Waterproo ng 08 51 00 Metal Windows 07 16 00 Cementitious and Reactive Waterproo ng 08 80 00 Glazing 07 19 00 Water Repellents 08 81 00 Glass Glazing 07 20 00 Thermal Protection 09 00 00 Finishes 07 21 00 Thermal Insulation 09 01 00 Maintenance of Finishes 07 22 00 Roof and Deck Insulation 09 05 00 Common Work Results for Finishes 07 24 00 Exterior Insulation and Finish Systems 09 06 00 Schedules for Finishes 07 25 00 Weather Barriers 09 08 00 Commissioning of Finishes 07 26 00 Vapor Retarders 09 20 00 Plaster and Gypsum Board 07 27 00 Air Barriers 09 22 00 Supports for Plaster and Gypsum Board 07 60 00 Flashing and Sheet Metal 09 23 00 Gypsum Plastering 07 62 00 Sheet Metal Flashing and Trim 09 29 00 Gypsum Board 07 70 00 Roof and Wall Specialties and Accessories 09 50 00 Ceilings 07 71 00 Roof Specialties 09 51 00 Acoustical Ceilings 07 72 00 Roof Accessories 09 53 00 Acoustical Ceiling Suspension Assemblies 07 76 00 Roof Pavers 09 54 00 Specialty Ceilings 07 80 00 Fire and Smoke Protection
ARCH 586 INTEGRATED SYSTEMS // FALL
09 58 00 Integrated Ceiling Assemblies 09 60 00 Flooring 09 61 00 Flooring Treatment 09 62 00 Specialty Flooring 09 64 00 Wood Flooring 09 68 00 Carpeting 09 70 00 Wall Finishes 09 80 00 Acoustic Treatment 09 83 00 Acoustic Finishes 09 90 00 Painting and Coating 09 91 00 Painting 09 93 00 Staining and Transparent Finishing
10 00 00 Specialties
10 01 00 Operation and Maintenance of Specialties 10 05 00 Common Work Results for Specialties 10 06 00 Schedules for Specialties 10 08 00 Commissioning of Specialties 10 10 00 Information Specialties 10 11 00 Visual Display Units 10 13 00 Directories 10 18 00 Informational Kiosks 10 20 00 Interior Specialties 10 21 00 Compartments and Cubicles 10 26 00 Wall and Door Protection 10 28 00 Toilet, Bath, and Laundry Accessories 10 40 00 Safety Specialties 10 41 00 Emergency Access and Information Cabinets 10 43 00 Emergency Aid Specialties 10 44 00 Fire Protection Specialties 10 50 00 Storage Specialties 10 55 00 Postal Specialties 10 56 00 Storage Assemblies 10 70 00 Exterior Specialties 10 71 00 Exterior Protection
11 00 00 Equipment
11 01 00 Operation and Maintenance of Equipment 11 05 00 Common Work Results for Equipment 11 06 00 Schedules for Equipment 11 08 00 Commissioning of Equipment 11 13 00 Loading Dock Equipment 11 20 00 Commercial Equipment 11 28 00 Of ce Equipment 11 50 00 Educational and Scienti c Equipment
V. VANDERHOOF // 16
OUTLINE SPECIFICATIONS (CONT.) 11 51 00 Library Equipment 11 52 00 Audio-Visual Equipment 11 59 00 Exhibit Equipment 11 80 00 Collection and Disposal Equipment 11 82 00 Solid Waste Handling Equipment
21 12 00 Fire-Suppression Standpipes 21 13 00 Fire-Suppression Sprinkler Systems 21 20 00 Fire-Extinguishing Systems 21 22 00 Clean-Agent Fire-Extinguishing Systems 21 24 00 Dry-Chemical Fire-Extinguishing Systems
12 00 00 Furnishings
22 00 00 Plumbing
12 01 00 Operation and Maintenance of Furnishings 12 05 00 Common Work Results for Furnishings 12 06 00 Schedules for Furnishings 12 08 00 Commissioning of Furnishings 12 20 00 Window Treatments 12 24 00 Window Shades 12 25 00 Window Treatment Operating Hardware 12 26 00 Interior Daylighting Devices 12 30 00 Casework 12 31 00 Manufactured Metal Casework 12 32 00 Manufactured Wood Casework 12 35 00 Specialty Casework 12 36 00 Countertops 12 40 00 Furnishings and Accessories 12 41 00 Of ce Accessories 12 42 00 Table Accessories 12 46 00 Furnishing Accessories 12 48 00 Rugs and Mats 12 50 00 Furniture 12 51 00 Of ce Furniture 12 52 00 Seating 12 56 00 Institutional Furniture 12 93 00 Site Furnishings
22 01 00 Operation and Maintenance of Plumbing 22 05 00 Common Work Results for Plumbing 22 06 00 Schedules for Plumbing 22 08 00 Commissioning of Plumbing 22 10 00 Plumbing Piping 22 11 00 Facility Water Distribution 22 12 00 Facility Potable-Water Storage Tanks 22 13 00 Facility Sanitary Sewerage 22 14 00 Facility Storm Drainage 22 30 00 Plumbing Equipment 22 34 00 Fuel-Fired Domestic Water Heaters 22 40 00 Plumbing Fixtures 22 42 00 Commercial Plumbing Fixtures 22 47 00 Drinking Fountains and Water Coolers
23 00 00 Heating, Ventilating, & Air Conditioning
23 01 00 Operation and Maintenance of HVAC Systems 23 05 00 Common Work Results for HVAC 23 06 00 Schedules for HVAC 23 08 00 Commissioning of HVAC 23 09 00 Instrumentation and Control for HVAC 23 11 00 Facility Fuel Piping 23 20 00 HVAC Piping and Pumps 23 21 00 Hydronic Piping and Pumps 23 25 00 HVAC Water Treatment 14 00 00 Conveying Equipment 14 01 00 Operation and Maintenance of Conveying Equipment 23 30 00 HVAC Air Distribution 23 31 00 HVAC Ducts and Casings 14 05 00 Common Work Results for Conveying Equipment 23 33 00 Air Duct Accessories 14 06 00 Schedules for Conveying Equipment 23 34 00 HVAC Fans 14 08 00 Commissioning of Conveying Equipment 23 37 00 Air Outlets and Inlets 14 20 00 Elevators 23 40 00 HVAC Air Cleaning Devices 14 24 00 Hydraulic Elevators 23 50 00 Central Heating Equipment 14 28 00 Elevator Equipment and Controls 23 51 00 Breechings, Chimneys, and Stacks 21 00 00 Fire Suppression 23 52 00 Heating Boilers 21 01 00 Operation and Maintenance of Fire Suppression 23 57 00 Heat Exchangers for HVAC 21 05 00 Common Work Results for Fire Suppression 23 60 00 Central Cooling Equipment 21 06 00 Schedules for Fire Suppression 23 64 00 Packaged Water Chillers 21 08 00 Commissioning of Fire Suppression 23 65 00 Cooling Towers 21 10 00 Water-Based Fire-Suppression Systems
NAAB SPC B.12. // BUILDING MATERIALS + ASSEMBLIES
23 70 00 Central HVAC Equipment 23 71 00 Thermal Storage 23 80 00 Decentralized HVAC Equipment 23 81 00 Decentralized Unitary HVAC Equipment 23 82 00 Convection Heating and Cooling Units 23 83 00 Radiant Heating Units 23 84 00 Humidity Control Equipment
27 25 00 Data Communications Software 27 26 00 Data Communications Programming and Integration Services
31 00 00 Earthwork
31 01 00 Maintenance of Earthwork 31 05 00 Common Work Results for Earthwork 31 06 00 Schedules for Earthwork 31 08 00 Commissioning of Earthwork 25 00 00 Integrated Automation 25 01 00 Operation and Maintenance of Integrated Automation 31 09 00 Geotechnical Instrumentation and Monitoring 25 05 00 Common Work Results for Integrated Automation of Earthwork 25 06 00 Schedules for Integrated Automation 31 10 00 Site Clearing 25 08 00 Commissioning of Integrated Automation 31 11 00 Clearing and Grubbing 25 10 00 Integrated Automation Network Equipment 31 12 00 Selective Clearing 25 11 00 Integrated Automation Network Devices 31 13 00 Selective Tree and Shrub Removal and 25 12 00 Integrated Automation Network Gateways Trimming 25 14 00 Integrated Automation Local Control Units 31 14 00 Earth Stripping and Stockpiling 25 15 00 Integrated Automation Software 31 20 00 Earth Moving 25 30 00 Integrated Automation Instrumentation and Terminal 31 22 00 Grading Devices 31 30 00 Earthwork Methods 25 36 00 Integrated Automation Instrumentation and Terminal 31 32 00 Soil Stabilization Devices for Electrical Systems
26 00 00 Electrical
26 01 00 Operation and Maintenance of Electrical Systems 26 05 00 Common Work Results for Electrical 26 06 00 Schedules for Electrical 26 08 00 Commissioning of Electrical Systems 26 09 00 Instrumentation and Control for Electrical Systems 26 50 00 Lighting 26 51 00 Interior Lighting 26 52 00 Emergency Lighting 26 53 00 Exit Signs 26 56 00 Exterior Lighting
27 00 00 Communications
27 01 00 Operation and Maintenance of Communications Systems 27 05 00 Common Work Results for Communications 27 06 00 Schedules for Communications 27 08 00 Commissioning of Communications 27 20 00 Data Communications 27 21 00 Data Communications Network Equipment 27 22 00 Data Communications Hardware 27 24 00 Data Communications Peripheral Data Equipment
ARCH 586 INTEGRATED SYSTEMS // FALL
32 00 00 Exterior Improvements
32 01 00 Operation and Maintenance of Exterior Improvements 32 05 00 Common Work Results for Exterior Improvements 32 06 00 Schedules for Exterior Improvements 32 08 00 Commissioning of Exterior Improvements 32 10 00 Bases, Ballasts, and Paving 32 11 00 Base Courses 32 13 00 Rigid Paving 32 15 00 Aggregate Surfacing 32 16 00 Curbs, Gutters, Sidewalks, and Driveways 32 17 00 Paving Specialties 32 30 00 Site Improvements 32 80 00 Irrigation 32 82 00 Irrigation Pumps 32 84 00 Planting Irrigation 32 90 00 Planting 32 91 00 Planting Preparation 32 92 00 Turf and Grasses 32 93 00 Plants 32 94 00 Planting Accessories
V. VANDERHOOF // 17
SECTION TWO DESIGN ANALYSIS
Historical Traditions + Cultures Pre-design Analysis Design Thinking Investigative Skills Ordering Systems Site Design Life Safety Accessibility Structural Systems Environmental Systems Building Service Systems Sustainability
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 18
HISTORICAL TRADITIONS + CULTURES
ARCHITECTURAL PRECEDENTS CLOUDSCAPE, Italy Climate / Weather Condition The interior of the building is a completely controlled environment as to create this phenomenon. Venice has a Humid subtropical climate (Cfa), with cool winters and very warm summers. Architectural / Spatial Design Strategy By controlling the micro-climate of the space in the arsenale building, a layer of artificial clouds are made to hover above the ground level, remaining in balance above the heads of the viewers. The meandering pathway aims to show all three layers of distinct climates in the room: on the ground level, the air is cool and dry, while half way up the ramps among the clouds, the air is warm and humid. When you finally come up above the cloud layer, the air is hot but moistureless.
NOTES info source http://www.ericbaczuk.com/CLOUDSCAPES fig 18.1,3,4 http://www.dezeen.com/2010/09/06/ cloudscapes-by-tetsuo-kondo-architects-andtranssolar/ fig 18.2 http://www.ericbaczuk.com/CLOUDSCAPES
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 18
HISTORICAL TRADITIONS + CULTURES
ARCHITECTURAL PRECEDENTS PROTO-ARCHITECTURAL PROJECT, Namib Desert Climate / Weather Condition In the coastal region of the desert, precipitation only happens in rainfall, or fog, and that is the only times that wildlife has to collect water. The Namib Desert Beetle has adapted and gained the ability to gather fog precipitation by lifting its body up and collecting the humidity on humps or ridges Architectural / Spatial Design Strategy The building envelope uses a series of mesh discs to capture moisture from the morning fog. Each disc is set on a pivot and tilts when enough water has accumulated. The water rolls down the grooved roof membrane toward the water cistern at the base of the structure. The collected water not only provides a potable water source fro the occupants but is a cooling mass to help regulate comfort within the space. The shape of the building mimics “fog basking” water collection.
NOTES
WATER DROPLETS
NAAB SPC A.2. // DESIGN THINKING
info source Biomimicry in Architecture. Michael Pawlyn fig 19.1-8 Biomimicry in Architecture. Michael Pawlyn
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 19
HISTORICAL TRADITIONS + CULTURES
VERNACULAR PRECEDENTS YAKHCHAL, Iran Climate / Weather Condition Iran has a variable climate. In the northwest, winters are cold with heavy snowfall and subfreezing temperatures during December and January. Spring and fall are relatively mild, while summers are dry and hot. In the south, winters are mild and the summers are very hot. Architectural / Spatial Design Strategy Persians had developed a system for making ice in winter and storing it throughout the summer and in a hot desert climate, in buildings they called yakhchal. In winter, water from these qanat was led into channels and allowed to freeze overnight. High walls shaded these channels from the sun from the south and often from the east and west as well. The walls also protected the channels from the wind to facilitate freezing. Warmer air rose and was vented from the top of the dome, whilst cool air remained in the underground portion that was already insulated by the ground.
NOTES info source http://www.caneis.com.tw/ fig 20.1-5 http://www.caneis.com.tw/
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 20
HISTORICAL TRADITIONS + CULTURES
VERNACULAR PRECEDENTS TIPI, North America Climate / Weather Condition The Sioux traveled and resided mostly in the plains of North America where the weather would change relatively drastically. Summers were dry and hot, while winters were cold and wet. Architectural / Spatial Design Strategy The Sioux had a well design dwelling strategy for the tipi. They traveled over time and the tipi is easy to put up or take down. The skins that create the envelope system act as insulation as well as protection. The layers can be lifted at the bottom to let cool air in and create a chimney affect when fires were built inside the tipis. The tops of the poles were able to guide moisture which hit the poles down and away from the inner lining and drain away from the dwelling itself.
NOTES info source fig 21.1 fig 21.2 fig 21.3 fig 21.4
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
http://www.telli.com/page/siouxtipi https://en.wikipedia.org/wiki/Tipi http://www.okhistory.org/blog/?p=34 http://www.telli.com/page/siouxtipi http://www.manataka.org/page64.html
V. VANDERHOOF // 21
PRE-DESIGN DESIGN GOALS
1. HYBRID DESTINATION Provide a hybrid destination which brings the private and public functions; blurring definitions of area segregation between the spaces and their uses. This should promote a healthy environment for the private areas function while allowing a loose fit of public spaces throughout the program. 2. FOG CENTRIC Provide a space that is center on the weather phenomenon of fog (and humidity). This spaces should utilize fog through both research and experiential or artistic purposes. This space should also provide the ability to generate the conditions that may sustain fog within an area at times, to aid in the artistic and scientific functions. 3. DESIGNING EDUCATION Provide an atmosphere which enables means of education of sustainable, biomimetic, architectural, experiential, and artistry of design to both public and private uses. The atmosphere should also promote general education of weather phenomenon and it’s interactions with the built environment. 4. COLLABORATING INVOLVEMENT Provide opportunities that should encourage collaboration of the private and public functions which entice both community and education involvement. This space should create new and innovative means and events, gaining maintaining involvement from design interested organizations, educational functions, and community.
NOTES fig 22.1 fig 22.2 fig 22.3 fig 22.4 fig 22.5 NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
http://nedkahn.com/fog/ http://www.archdaily.com/551439/ http://www.designboom.com/art/sinatoilluminates http://kierantimberlake.com/pages/view/9/ http://popupcity.net/indoor-cloud-generator/ V. VANDERHOOF // 22
PRE-DESIGN 5
8
7
6
9
17 15 4
11
20
22
2
3
18
PRIVATE
19
21
14 23
12
PROGRAMMING
10
13
1
16 5
1 2 3 4 6
PROGRAMMING PLAN
Art Spaces Art Studios Exhibit Space Community Room Educational Spaces Archiving Library
PUBLIC Offices 8 Reception Studio Work Stations 9 Labs 10 11 Electronics Lab 12 Kitchen 13 Archiving Library
7
1
21
2
4
3 5 8 18
14 15
20 19
13 10
19
22
17
Exhibit “Atrium” Space Multipurpose Spaces 16 Meeting Spaces 17 Lobby Lounge Spaces 18 Patio Spaces Community Work Spaces 20
15
16
12
3900 sqft 3000 sqft 500 sqft 600 sqft 1200 sqft 2700 sqft 1000 sqft
SERVICES 21 23
PROGRAMMING SECTION NAAB SPC A.2. // DESIGN THINKING
1000 sqft 500 sqft 1000 sqft 1500 sqft 500 sqft 500 sqft 500 sqft
SHARED
6
9 14 23
7
11
800 sqft 1000 sqft 800 sqft 1000 sqft 1500 sqft 500 sqft
ARCH 586 INTEGRATED SYSTEMS // FALL
22
Mechanical Rooms Restrooms Circulation
TOTAL:
1900 sqft 800 sqft 3600 sqft
30,300 sqft V. VANDERHOOF // 23
PRE-DESIGN
RELEVANT LAWS + STANDARDS 150’ 62’
102.7
264.33’
2’
’
’ 198
525 ’ 198
199.02’
325’
132.44’
134.64’
201.30
273.12 ’
400’
352’
” ’37 28
200.48 ’
153.08’
204.14’
225.90’
213.34’
349.52’
540’
SITE 1
SITE 2
SITE 3
SITE 4
COUNTY Multnomah SITE ADDRESS 4640 SW Macadam Avenue Portland, OR 97239 TOTAL AREA 86272 sq ft. ZONING commericial storefront macadam neighborhood overlay MAXIMUM FAR 2 to 1 MAXIMUM HEIGHT avegare 35 ft MAXIMUM BUILDING SETBACKS 10 ft - street lot line, transit street or pedestrian district BUILDING COVERAGE minimum of 50% of area maximum of 75% of area
COUNTY Multnomah SITE ADDRESS 7720 SW Macadam Avenue Portland, OR 97219 TOTAL AREA 106286 sq ft. ZONING open space macadam neighborhood overlay MAXIMUM FAR 2 to 1 MAXIMUM HEIGHT avegare 35 ft MAXIMUM BUILDING SETBACKS 10 ft - bordering commercial BUILDING COVERAGE minimum of 50% of area maximum of 75% of area
COUNTY Multnomah SITE ADDRESS 8240 SW Macadam Ave Portland, OR TOTAL AREA 68,825 sq ft. ZONING general commercial MAXIMUM FAR 2 to 1 MAXIMUM HEIGHT avegare 35 ft MAXIMUM BUILDING SETBACKS no maximum setbacks BUILDING COVERAGE minimum of 50% of area maximum of 75% of area
COUNTY Multnomah SITE ADDRESS butterfly park TOTAL AREA 235660 sq ft. ZONING residential farming water quality & recreational MAXIMUM FAR 2 to 1 MAXIMUM HEIGHT 35 ft MAXIMUM BUILDING SETBACKS no maximum setbacks BUILDING COVERAGE minimum of 50% of area maximum of 75% of area
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 24
PRE-DESIGN
SITE SELECTION CRITERIA
public transportation
pedestrian access
bicycle access
vehicle access/parking
precipitation
solar orientation
wind
site proximity to river
soil
topography
site size
existing conditions
site visibility
SITE 1
4
4
4
2
3
2
4
4
3
4
4
4
3
SITE 2
2
2
1
2
1
3
2
3
2
2
2
2
1
SITE 3
3
4
3
4
4
2
4
3
3
3
1
3
4
SITE 4
1
3
2
3
1
3
2
2
2
2
3
1
1
SITE 1: 37
SITE 2: 25
SITE 3: 31
SITE 4: 26
BEST 4 FAIR 3 SATIFACTORY 2 POOR 1 NOT APPLICABLE 0
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 25
PRE-DESIGN SITE ANALYSIS
MAXIMUM BUILDING SETBACKS 10ft. street lot line, transit street, or pedestrian district BUILDING COVERAGE Minimum of 50% of area Maximum of 75% of area MAXIMUM FAR 2 to 1 PROPERTIES + QUALITIES OF SOIL 0 to 3 percent slopes Elevation 20ft to 50ft Urban land 100% Farmland classification: Not prime farmland
BUS SYSTEM TRAFFIC
SITE CONDITION The site consists of two parcels: the former WhoSong + Larry’s waterfront restuarnt site and its associated parking lot (west parcel). The two parcels are separated by light rail tracks which are planned to become part of the streetcar. Both parcels are mostly hardscaped, with only the foundation left of the previous restaurant and the pavement of the parking lot.
102.7
2’
204.14’ 11’
STREETCAR 273.12
’
”
’
30
201.30
’
200.48 ’ 11’
’37
28
SITE
132.44’
25’
11’ 199.02’ 11’ 213.34’
Property Lines
1996 Floodline 75’ Max
14’ Set Back
45’ Max 35’ Avg
65’ Avg 30’ Set Back
30’ Set Back
25’ Set Back Top of Bank
Willamette
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 26
PRE-DESIGN SITE ANALYSIS
special flood hazard area 1996 floodline
NAAB SPC A.2. // DESIGN THINKING
FLOODLINE
high earthquake hazard moderate earthquake hazard low-moderate earthquake hazard EARTHQUAKE ZONE
WALKABILITY
NEIGHBORHOOD ZONING
TOPOGRAPHY
RAIN
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 27
DESIGN THINKING
INTERPRETIVE DESIGN PROCESS LIGHTHOUSE “ATRIUM” The central corridor serves as a ceremonial vertical circulation and exhibit space for the entire building. As the “centerpiece” of the building, the glass tower stands taller than either flanking sides of the space reminiscent of a lighthouse. A dedicated mechanical system also provides the climate needed to produce a fog cloud and the needed climate layers within the space. This provides an experiential quality, while also allowing weather research and artistic exploration of the weather phenomenon to create a destination building. EXHIBIT SPACES Exhibit spaces are key to the program of this facility, and is the largest portion of the shared space between the public and private uses. There is an exhibit room dedicated to showcasing the work that goes on in the building, as well as spaces located on the landings of the stairs in the central circulation corridor. FOG The fog layer within the central corridor creates an ethereal and mysterious learning experience for the users which is key to the building and its functions. It is an essential immeterial-material choice. LOBBY The lobby is an essential aspect to the building, as it is the first impression of the building. It also helps moderate the climate needs of the central corridor by acting as a foyer entry space for the building.
NOTES fig 28.1 fig 28.2 fig 28.3 fig 28.4 fig 28.5 NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
http://www.architectureweek.com/cgi-bin www.dezeen.com/ www.archiphoto.com/ http://galleryhip.com/fog-art.html www.galleryinteriors.com V. VANDERHOOF // 28
1
2
DESIGN THINKING
3
INTERPRETIVE DESIGN PROCESS
THIRD LAYER: CLEAR, HOT DRY
SECOND LAYER: FOGGY, WARM, HUMID
LAYERS OF 3 The weather phenomenon of fog consists of 3 specific layers. The lowest ground layer is cool and dry, the middle is warm and humid where the fog resides, and the top third layer is hot and dry. I used the idea of 3 layers as the concept for creating the form of my building. This idea is translated into various aspects of the building form such as two sides of program with a central corridor, or three floor levels, and even in the creation of fog in the central corridor. The previous programming diagrams influenced the infill of program into an open structure plan, again layering the program into building form.
3 LAYERS
1
FIRST LAYER: CLEAR, COOL, DRY
2 3 CONCEPT OF 3 LAYERS
1 2 OPEN STRUCTURE PLAN
FILL IN LAYERS OF PRGRAM
3
PROGRAM INFILL NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
NOTES fig 29.1
http://www.ericbaczuk.com/CLOUDSCAPES V. VANDERHOOF // 29
DESIGN THINKING
INTERPRETIVE DESIGN PROCESS SUSTAINABILITY The site has no immediate surrounding buildings with minimal vegetation. Both parcels have also already been paved and requires little work to regrade the site to comply with code. The solar thermal shading devices help with overheating of the building as well as help contribute and help control the climate in the central corridor to create fog indoors as well as regulate both flanking sides of the building. SOCIAL The site is easily accessible by vehicle, public transportation, walking, and bicycle. There is access to the waterfront for the public to interact with the site outside of the building. The running/ bike path was intentionally left undisturbed as it is a heavily used pathway and will allow more community foot-traffic into the building. ECONOMIC I planned for a streetcar stop near my building to help for transportation to the building. While there are private uses in the building it was an important design decision to allow for community and public spaces to showcase scientific and artistic work being done in the building. COMBINING ART + SCIENCE Combining art and science through program and uses of the building was highly important. Fog as weather is one of the most mysterious weather phenomenons. It is highly artistic, and has many opportunities scientifically such as harvesting fog for other uses through the skin of a building.
NOTES fig 30.1 fig 30.2 fig 30.3 fig 30.4 fig 30.5 fig 30.6 NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
Photo of site, rail https://wiki.fogproject.org/ www.esf.edu/ere/endreny www.fogquest.org/ www.narecde.co.uk/technology/ grimshaw-architects.com/ V. VANDERHOOF // 30
DESIGN THINKING
INTERPRETIVE DESIGN PROCESS In conclusion, Iteration 1 proved to be most conducive for the functionality of program, design goals, and most importantly design concept.
ITERATION 1
ITERATION 2
ITERATION 3
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
ITERATION 1 This iteration answers to the concept of “3 levels� in more ways compared to the other two iterations. The building allows for an iconic space to produce fog within the building itself, while still resembling a lighthouse quality with the tall central glass tower lighting up. The center space allows for a central circulatory system which connects the two side parts of the building and providing more shared space for the program uses. ITERATION 2 This iteration was a precursor to iteration 1, but with connecting sky walk circulation between two buildings. This option would allow for a courtyard like central area perfect for a fog garden. However the sky walk circulation takes away from the social design goals mentioned earlier, as well as pedestrian access or foot traffic into the building.. This iterations feels disconnected as a whole, when one of the important design goals was the bringing together of science and art. ITERATION 3 This iteration resembles a lighthouse the most. There is a central courtyard with the program surrounding it. Building access is located on the corner of the building leading users directly into the courtyard first. The glass tower is still used for circulation and for the production of fog, but on a smaller and less central scale. This iteration reveals access and life safety issues however in and out of the building. The program was not easily fit into this building form and proved to have more issues.
V. VANDERHOOF // 31
INVESTIGATIVE SKILLS DESIGN DECISION ONE
FOG CORRIDOR The central corridor of the building is the main circulatory corridor, as well as a space to create fog inside the building itself. This requires a dedicated mechanical system/room to create the necessary climate attributes needed to produce a fog cloud. The fog inside the building creates a special quality which makes this a destination research and exploration facility. CLOUDSCAPE by Transolar is a fine example of creating such climates within buildings/boxes. The ethereal and immaterial quality that is a result of the fog within the building is a unique opportunity to utilize as a design element for this weather research facility.
NOTES info source http://www.ericbaczuk.com/CLOUDSCAPES fig 32.1-3 http://www.ericbaczuk.com/CLOUDSCAPES
INTERIOR RENDERING NAAB SPC A.5. // INVESTIGATIVE SKILLS
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 32
INVESTIGATIVE SKILLS DESIGN DECISION TWO
SOLAR THERMAL PANELS/TUBES ON FACADE Because the center corridor is mostly glass curtain walls, There needed to be an exterior shading element to keep spaces from overheating. The solar thermal panels contain non toxic liquid which sun light heats along with a copper heat pipe. This allows for energy and water to be heated as necessary to better help control the climate needs of the fog corridor while simultaneously shading the spaces. The tubes also do not look like solar PV panels, and can be custom made to look more “architectural” and aesthetically pleasing.
BUILDING ELEVATION
NOTES info source http://sites.lafayette.edu/ fig 33.1-2 http://sites.lafayette.edu/ NAAB SPC A.5. // INVESTIGATIVE SKILLS
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 33
INVESTIGATIVE SKILLS DESIGN DECISION THREE
CURTAIN WALL To connect with the community and emphasize integration of program uses with simultaneously providing transparency and openness to the building itself. The center fog corridor is made of curtain walls to take on an iconic attribute of a lighthouse. The Vancouver Community Library inspired this space and the use of curtain walls throughout the building. The company Kawneer creates a curtain wall system which supports the needs and goals of the building and design.
NOTES info source www.millerhull.com fig 34.1 http://greensource.construction.com/ fig 34.2-4 www.millerhull.com NAAB SPC A.5. // INVESTIGATIVE SKILLS
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 34
ORDERING SYSTEMS INTERPRETIVE DESIGN PROCESS
NAAB SPC A.2. // DESIGN THINKING
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 35
SITE DESIGN
EXISTING CONDITIONS
+47
47
SITE PLAN All of the east side is in the 100 year floodline and only about a quarter of the west side is. The neighborhood is mostly residential. SOIL TYPE 50A - Urban land, 0 to 3 percent slopes Elevation: 20 to 50 feet Urban land: 100 percent Farmland classification: Not prime farmland Land capability (nonirrigated): 8 soils and miscellaneous areas have limitations that preclude commercial plant production and that restrict their use to recreational purposes, wildlife habitat, watershed,nor esthetic purposes. +40
+25
+37
+30
Bike/Walking Path Other Buildings Street Lights Water Runoff Property Line Set Backs
+20 +10
+28
+28 +29
+29
0
SITE PLAN NAAB SPC B.4. + B.6. // SITE DESIGN + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 36
SITE DESIGN
SITE + BUILDING DRAINAGE +40
+30 retaining wall
retaining wall
future streetcar stop
width
bioswalles
streetcar
+40 +40
sw landing dr.
outdoor fog garden/exhibit
A
B
bioswales
bicycle parking C
loading zone
pedestrian zone
D
+30
Bike/Walking Path Other Buildings Street Lights Water Runoff Property Line Set Backs SITE PLAN NAAB SPC B.4. + B.6. // SITE DESIGN + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
10’
20’
40’
V. VANDERHOOF // 37
SITE DESIGN
SITE + BUILDING DRAINAGE
THIRD FLOOR PLAN NAAB SPC B.4. + B.6. // SITE DESIGN + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 38
+30
etaining wall Standard Maximum FAR (see 33.130.205)
width
streetcar
oswalles
CN1 .75 to 1
CN2 .75 to 1
CO1 .75 to 1
CO2 2 to 1
CM 1 to 1 See 33.130.253 45 ft.
CS 3 to 1
CG 3 to 1
CX 4 to 1
Maximum Height 30 ft. 30 ft. 30 ft. 45 ft. 45 ft. 45 ft. 75 ft. (see 33.130.210) Min. Building Stbks (see 33.130.215) 0 0 0 0 0 0 0 0 Street Lot Line or Lot Line Abutting an OS, RX, C, E, or I Zone Lot Lot Line AbutSee Table See Table See Table See Table See Table See Table See Table See Table ting other R 130-4 130-4 130-4 130-4 130-4 130-4 130-4 130-4 Zoned Lot Garage Entrance Setback 5/18 ft 5/18 ft 5/18 ft 5/18 ft 5/18 ft 5/18 ft 5/18 ft 5/18 ft (see 33.130.250.E) Max.Building Stbks (see 33.130.215) None None 10 ft. 10 ft. None None None None Street Lot Line Transit Street or 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. 10 ft. Pedestrian District Building Coverage Max. of Max. of Max. of Max. of Min. of 50% Min. of Max. of 50% of (see 33.130.220) 85% of 65% of 50% of 65% of of site area 85% of No Limit site area site area site area site area site area site area Min. Landscaped 15% of 15% of 15% of 15% of 15 % of None Area site area site area site area site area None site area None (see 33.130.225) Landscaping L3 3 5 ft. @ L3 5 ft. @ L3 Abutting an R Zoned 5 ft. @ L3 5 ft. @ L3 5 ft. @ L3 5 ft. @ L3 5 ft. @ L3 5 ft. @ L or none or none or none or none or none or none or none or none Lot (see 33.130.215.B.) Ground Floor Window Stds. Apply Yes Yes Yes Yes Yes Yes Yes Yes (see 33.130.230) Pedestrian Yes Requirements Yes Yes Yes Yes Yes Yes Yes (see 33.130 240) Required None None None None None Yes Yes Yes parking [see 33.266]
future streetcar stop
g garden/exhibit
ng zone
SITE DESIGN
Table 130-3 Summary of Development Stan dards in Commercial Zones
A
PARKING + ACCESSIBILITY OCCUPANCY TYPES The building on the West has both storage (S1) and business (B1). Because this is a non-separated occupancy then the most restrictive occupancy applies. The building will be S1 occupancy type. The interior of the space is mostly intended for use during work-day hours with potentially a few evening or weekend uses for galleries and showings which is why there is a small amount of parking being made available for the building. There is access to the site using the bus, streetcar, or biking on the greenway path. This means that there are no parking requirements.
B
5’ Diameter
bicycle parking C
pedestrian zone
D
+30
+20 NAAB SPC B.4. + B.6. // SITE DESIGN + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 39
LIFE SAFETY EGRESS 1
2
3
20’ - 0”
4
20’ - 0”
6
20’ - 0”
8
20’ - 0”
20’ - 0”
9 20’ - 0”
bioswales 8’ - 6”
a B
patio
community spaces
OCCUPANCY 75 persons Lobby - 45 Workshop - 15 Office - 15
lounge
40’ - 0”
31.5 ft
storage
5’ Diameter
5’ Diameter
educational
patio
educational 5’ Diameter
restrooms
CONSTRUCTION TYPE Type11B - Sprt Fire resistance (per IBC Table 602) Concrete construction - Column and slab system
5’ Diameter
20’ - 0”
c lobby
circulation / fog atrium UP
UP
HEIGHT/AREA Maximum height: 55’ + 20’ (Spr) = 75’ due to Max height: 65’ Proposed height: 62’ Allowable stories: 2’ + 1’ (Spr) = 3’ Proposed stories: 3 Allowable area: 17,500 sq.ft/floor x2 (Spr) = 35,000 sq.ft/floor Proposed area: f1=10,400 sq.ft; f2-3=9,500 sq.ft
D patio
14
1.4
multipurpose
2
ft
meeting
t
0f
10
40’ - 0”
reception
community lounge storage 8’ - 6”
e
office
office
OCCUPANCY TYPES Business - B & Storage - S-1 The building is a nonseperated occupancy with the most restrictive occupancy being S-1
office
patio
kitchen
f
GROUND FLOOR PLAN
VERTICAL EGRESS SEPARATION Diagonal of building (D) - 141.42 ft 1/3D = 47.14 ft Egress separation (S) - 100 ft S>1/3D 100 ft>47.14 ft
egress stairs main path 1 hr fire rated walls (for egress stiars) accessible parking accessible path to entrance accessible areas building diagonal distance between fire rated doors
NAAB SPC B.5. + B.6. // LIFE SAFETY + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 40
LIFE SAFETY EGRESS 1
2
3
20’ - 0”
20’ - 0”
4
6
20’ - 0”
8
20’ - 0”
20’ - 0”
9
1
2
20’ - 0”
20’ - 0”
a
3
4
20’ - 0”
6
20’ - 0”
8
20’ - 0”
20’ - 0”
9 20’ - 0”
multipurpose
B
8’ - 6”
8’ - 6”
a patio
B
storage
storage
open art space
mechanical
patio
40’ - 0”
40’ - 0”
31.5 ft
31.5 ft
art studio
collaborative work spaces
patio
5’ Diameter
c DN
UP
circulation / fog atriumUP
restrooms
5’ Diameter
DN
20’ - 0”
20’ - 0”
c DN
patio
lab 5’ Diameter
exhibit / testing area
5’ Diameter
lab
DN
circulation / fog atrium
UP
UP
D
D
ft
art studio
t
0f
8’ - 6”
2
storage
e
lounge
1.4
multipurpose 10
8’ - 6”
archive
lounge
storage
patio
14
patio
patio 40’ - 0”
ft
t
small conference room
e
fog observatory
2
0f
community meeting
1.4
10
40’ - 0”
14
archive
kitchen
studio work stations
patio
f
f
SECOND FLOOR PLAN
THIRD FLOOR PLAN
egress stairs main path 1 hr fire rated walls (for egress stiars) accessible parking accessible path to entrance accessible areas building diagonal distance between fire rated doors
NAAB SPC B.5. + B.6. // LIFE SAFETY + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 41
+30 retaining wall
retaining wall
ACCESSIBILITY
PARKING + ENTRANCES future streetcar stop
width
Barrier free entry from off-site: Main entry is at ground level and connects directly to the pedestrian/bike path. Barrier free entry from offsite: Main entry is at ground level and connects directly to the side walk. Barrier free entry from off-site: Main entry is at ground level and connects directly to the pedestrian/bike path.
streetcar
+40 +40
sw landing dr.
outdoor fog garden/exhibit
bioswales A
B
C
loading zone
pedestrian zone UP
D
+30
+20
GROUND FLOOR PLAN
ADA BARRIER FREE ENTRANCE ADA PARKING ELEVATORS ENTRANCES
NAAB SPC B.2. + B.6. // ACCESSIBILITY + COMPREHENSIVE DESIGN
+10
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 42
ACCESSIBILITY PLUMBING SYSTEMS
Typical men and women’s bathroom layout. plumbing chase located between bathrooms equals 18”. Note: Based on sqft, code requires only one toilet per sex in building ‘B’ per TABLE 29-A. Two toilets were installed based on preference. Bathroom layouts are typical and repeat on all floors.
5’ Diameter
5’ Diameter
Per section 2903 of the OSSC, at least one drinking fountain is required per floor in an approved location.
12” 48”
48”
12” 30”
30” 42”
Drinking fountains and sinks are ADA accessible per chapter 11 of the OSSC. ADA accessible stall and grab bar dimensions and widths meet chapter 11 standards of the OSSC.
educational
18” 36”
5’ Diameter
restrooms
5’ Diameter
TYPICAL BATHROOM FLOOR PLAN
NAAB SPC B.2. + B.6. // ACCESSIBILITY + COMPREHENSIVE DESIGN
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 43
1
2 20’ - 0”
3 20’ - 0”
4 20’ - 0”
6 20’ - 0”
8 20’ - 0”
9 20’ - 0”
STRUCTURAL SYSTEMS FRAMING PLANS
The building’s foundation is composed of multiple isolated footings and piles below columns and a 5” concrete slab with a thicken edge around the perimeter. The columns are placed on a semiregular 20’x40’ grid. The shear walls have independent footings for support.
8’ - 6”
A
40’ - 0”
B
20’ - 0”
C
40’ - 0”
D
8’ - 6”
E F
SHEAR WALLS
GROUND FLOOR FOUNDATION NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 44
1
2
3
20’ - 0”
A
4
20’ - 0”
20’ - 0”
8’ - 6”
8
20’ - 0”
20’ - 0”
W24x55
W24x55
W24x55
6
9 20’ - 0”
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
40’ - 0”
W24x55 W24x55
W24x55
C
FRAMING PLANS
The building’s typical structural grid consists of W24x55 steel beams and girders which supports an 8” concrete on metal decking slab with a span directions running west-east. For the sides of the building W8x48 steel columns are placed on a 20ft and 40ft semi-regualar grid.
B DECK SPAN DIRECTION
STRUCTURAL SYSTEMS
W24x55 W24x55
W24x55
20’ - 0”
W24x55
W24x55 W24x55
W24x55
DECK SPAN DIRECTION
W24x55
W24x55
W24x55
40’ - 0”
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
D
8’ - 6”
E F
W24x55
W24x55
W24x55
W24x55
BRACING SHEAR WALLS
SECOND + THIRD FLOOR STRUCTURE NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 45
1
2
3
20’ - 0”
A
4
20’ - 0”
8’ - 6”
W24x55
6
8
20’ - 0”
20’ - 0”
20’ - 0”
W24x55
W24x55
W24x55
9 20’ - 0”
STRUCTURAL SYSTEMS FRAMING PLANS
W24x55
W24x55
C
W24x55
W24x55
W24x55
W24x55
DECK SPAN DIRECTION
W24x55
W24x55
W24x55
W24x55
40’ - 0”
B
W24x55 W24x55
W24x55
20’ - 0”
W24x55
W24x55 W24x55
W24x55
DECK SPAN DIRECTION
W24x55
W24x55
W24x55
40’ - 0”
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
D
8’ - 6”
E F
W24x55
W24x55
W24x55
W24x55
BRACING SHEAR WALLS
SECOND + THIRD FLOOR STRUCTURE NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 46
1
2
3
20’ - 0”
A
4
20’ - 0”
8’ - 6”
W24x55
6
8
20’ - 0”
20’ - 0”
20’ - 0”
W24x55
W24x55
W24x55
STRUCTURAL SYSTEMS
9
FRAMING PLANS
20’ - 0”
W24x55
W24x55
C
W24x55
W24x55
W24x55
W24x55
DECK SPAN DIRECTION
W24x55
W24x55
W24x55
W24x55
40’ - 0”
B
W24x55 W24x55
W24x55
20’ - 0”
W24x55
W24x55 W24x55
W24x55
DECK SPAN DIRECTION
W24x55
W24x55
W24x55
40’ - 0”
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
D
8’ - 6”
E F
W24x55
W24x55
W24x55
W24x55
BRACING SHEAR WALLS
ROOF STRUCTURE: SIDES NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 47
1
2 20’ - 0”
3 20’ - 0”
4 20’ - 0”
6 20’ - 0”
8 20’ - 0”
9 20’ - 0”
STRUCTURAL SYSTEMS FRAMING PLANS
The central corridor extends about 20ft above the sides of the building and requires slightly different column sizes. The ends of the corridor are HSS8x8x5/8 columns. The remaining columns are W12x96 with bracing in one bay to help with lateral stability to offset the shear walls and the height extension of the corridor as recommended by the structural engineer.
8’ - 6”
A
40’ - 0”
B
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55
W24x55 W24x55
W24x55 W24x55
DECK SPAN DIRECTION
W24x55 W24x55
W24x55
W24x55
40’ - 0”
D
W24x55 W24x55
W24x55
20’ - 0”
W24x55
W24x55
C
8’ - 6”
E F
BRACING
ROOF STRUCTURE: CENTER CORRIDOR NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 48
STRUCTURAL SYSTEMS
STRUCTURAL SECTION The building’s typical spanning members consist of concrete on steel decking with structural steel girders and beams supported by steel columns. Concrete shear walls (on the building sides) and bracing (in the central corridor only) provide shear and support the building. 1 5” CONCRETE ON 3” STEEL DECKING 1
2 STRUCTURAL STEEL GIRDER 3 STRUCTURAL STEEL BEAM
2
4 STRUCTURAL STEEL COLUMN 3
5 6” CONCRETE SLAB FOUNDATION W/ EDGE SLAB
4 5
BUILDING SECTION NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 49
STRUCTURAL SYSTEMS ISOMETRIC DRAWING
The isometric drawing shows all structural members throughout the building aside from decking and slabs and highlights the shear walls. Per the structural engineer’s recommendation, extra structural bracing was added to offset the use of shear walls for egress stairs, and to better support lateral loads in the central corridor. In addition to the thickness of the walls, the extra shear also accounts for the large openings in the northern shear core for windows.
STRUCTURAL ISOMETRIC DRAWING NAAB SPC B.6. + B.9. // COMPREHENSIVE DESIGN + STRUCTURAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
(NOT TO SCALE) V. VANDERHOOF // 50
ENVIRONMENTAL SYSTEMS
100
90
80
CLIMATE DATA
70
TEMPERATURE RANGE Annual high temperature - 63.3 o Annual low temperature - 45.7 o Average temperature - 54.5 o
60
50
40
30
20
10
0
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
PORTLAND AVERAGE HUMIDITY SUNSHINE
SUMMER WIND
HUMIDITY (HIGH/LOW) Jan 85% - 74% Feb 86% - 66% Mar 87% - 59% Apr 85% - 55% May 84% - 52% Jun 82% - 49% Jul 80% - 44% Aug 82% - 44% Sep 86% - 48% Oct 90% - 60% Nov 88% - 73% Dec 86% - 77% SOLAR ACCESS - SKY COVERAGE Summer solstice average cloud coverage - 39.4% Winter solstice average cloud coverage - 81% RAINFALL Average annual precipitation - 35.98 inches
jun may apr
oct
nov
mar
aug jul sep
feb jan dec
OVERHEATING
WINTER WIND
NAAB SPC B.6. + B.8. // COMPREHENSIVE DESIGN + ENVIRONMENTAL SYSTEMS
SOURCES 1. http://www.usclimatedata.com/climate/portland/oregon/ united-states/usor0275 2. http://www.currentresults.com/Weather/Oregon/ humidity-january.php 3. http://www.weather.com/weather/wxclimatology/ monthly/graph/USOR0275 4. http://www.worldweatheronline.com/v2/historicalweather. aspx?q=97229
PORTLAND BIOCLIMATIC CHART ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 51
ENVIRONMENTAL SYSTEMS CLIMATE DATA
SOURCES 1. http://www.usclimatedata.com/climate/portland/oregon/ united-states/usor0275 2. http://www.currentresults.com/Weather/Oregon/ humidity-january.php 3. http://www.weather.com/weather/wxclimatology/ monthly/graph/USOR0275 4. http://www.worldweatheronline.com/v2/historicalweather. aspx?q=97229 0’
NAAB SPC B.6. + B.8. // COMPREHENSIVE DESIGN + ENVIRONMENTAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 52
wi
streetcar
ENVIRONMENTAL SYSTEMS HEATING + COOLING
The building’s heating and cooling system is a water based system with radiant coils providing heat in the winter and chilled beams for cooling in the summer if necessary. There are two mechanical rooms on the roof of each side building and a third mechanical room dedicated to the central corridor and the fog creation located on the second floor. The building’s ventilation system is provided by DOAS units with heat recovery that also provide dehumidification. Two DOAS units are located on the roof
bioswales
5’ Diameter
5’ Diameter
5’ Diameter
5’ Diameter
U
bioswalles
+10
MECHANICAL ENGINEER DRAWINGS 0’
NAAB SPC B.6. + B.8. // COMPREHENSIVE DESIGN + ENVIRONMENTAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
4’
8’
16’
V. VANDERHOOF // 53
atriUM roof
ENVIRONMENTAL SYSTEMS
65’ - 0”
HEATING + COOLING
roof 45’ - 0”
SUMMER During the summer season, the building is cooled using a combination of chilled beams, shade structures and deciduous trees, and natural ventilation. The hilled beams embedded in the drop ceilings use less energy to cool the building. The shade structures to the west and south block direct summer sun while trees in the courtyard block the eastern summer sun. Fans throughout the building pull air in through operable windows on the facades facing the courtyard. Occupants inside the building are provided fresh air using a combination of the DOAS unit and natural ventilation.
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
SUMMER atriUM roof 65’ - 0”
WINTER During the winter season, the building is heated using radiant coils embedded in the floors and warmth from the winter sun. The radiant floors use less energy to provide heat that naturally rises while deciduous plants in the shade structure on the western and southern sides and trees in the courtyard allow for winter sun to penetrate into the building. The DOAS unit with heat recovery provides fresh air for occupants when operable windows are closed.
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
WINTER NAAB SPC B.6. + B.8. // COMPREHENSIVE DESIGN + ENVIRONMENTAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 54
atriUM roof
ENVIRONMENTAL SYSTEMS
65’ - 0”
NATURAL + ARTIFICIAL LIGHTING
roof 45’ - 0”
Daylight sensor integrated interior lighting provides artificial lighting when needed. Lighting is typically run parallel to the orientation of the sun with priority given to the south and west directions. Lights are at a common height of 9’ and work in combination with track lighting builtin to the cable tray in the main corridors.
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
NATURAL LIGHTING atriUM roof 65’ - 0”
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
ARTIFICIAL LIGHTING NAAB SPC B.6. + B.8. // COMPREHENSIVE DESIGN + ENVIRONMENTAL SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 55
BUILDING SERVICE SYSTEMS
bioswales
patio
community spaces storage
art studio
5’ Diameter
storage
MECHANICAL ROOM + CHASES
5’ Diameter
educational
patio
educational 5’ Diameter
patio
multipurpose
lounge
restrooms
open art space
mechanical
patio
5’ Diameter
lobby
exhibit / testing area
circulation / fog atrium UP
UP
DN
DN
UP
circulation / fog atriumUP
patio multipurpose
reception
meeting
community meeting
archive
patio
fog observatory
community lounge storage office
small conference room patio
office
office
patio
storage lounge
kitchen
GROUND FLOOR PLAN
SECOND FLOOR PLAN
collaborative work spaces
patio storage
5’ Diameter
5’ Diameter
lab patio
lab 5’ Diameter
restrooms
5’ Diameter
DN
DN
circulation / fog atrium
UP
patio
archive
UP
multipurpose art studio
lounge
storage kitchen
patio
studio work stations
THIRD FLOOR PLAN
ROOF PLAN ELECTRICAL CHASE MECHANICAL CHASE PLUMBING CHASE MECHANICAL ROOM
0’
NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
8’
16’
32’
V. VANDERHOOF // 56
BUILDING SERVICE SYSTEMS
MECHANICAL ROOM + CHASES
CORRIDOR-DEDICATED MECHANICAL ROOM MOVED TO SECOND FLOOR
GROUND FLOOR + SITE PLAN NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 57
BUILDING SERVICE SYSTEMS ELEVATOR
OVERVIEW Type - machine roomless hydraulic Company - Otis Speed - 125 ft/min Capacity - 2100 to 5000 Ibs Maximum Stops - 4 Maximum Travel - 26.6’ Required Travel - 20’ Machine Room - not required
bioswales
patio
community spaces
lounge
storage
5’ Diameter
5’ Diameter
educational
patio
educational 5’ Diameter
restrooms
5’ Diameter
lobby
circulation / fog atrium UP
UP
patio reception
multipurpose meeting
community lounge storage office
office
office
patio
kitchen
GROUND FLOOR PLAN
1. http://www.otis.com/Pages/landing-page.html
0’
NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
8’
16’
32’
V. VANDERHOOF // 58
BUILDING SERVICE SYSTEMS ELEVATOR
atriUM roof 65’ - 0”
roof 45’ - 0”
thirD floor 30’ - 0”
SeconD floor 15’ - 0”
groUnD floor 0’ - 0”
manufacture detail
N - S SECTION NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 59
BUILDING SERVICE SYSTEMS REFLECTED CEILING PLAN
enlarged rcp shows a detail view of the coordination between the mechanical systems, lighting and electrical systems, and fire sprinklers.
GROUND FLOOR RCP NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
4’
8’
16’
V. VANDERHOOF // 60
BUILDING SERVICE SYSTEMS FIRE SPRINKLER PLAN
Type - wet pipe sprinkler system Company - northwest fire suppression Occupancy hazard - Ordinary Hazard Area - 130 sq.ft/head Max. spacing between heads - 15ft Max. distance from wall - 7.5ft Distance from celieing - min. 1” & max. 12” Note - this is just an approximation and the fire sprinkler system must be designed by a professional engineer.
bioswales
patio
community spaces
lounge
storage
5’ Diameter
5’ Diameter
educational
patio
educational 5’ Diameter
restrooms
5’ Diameter
lobby
circulation / fog atrium UP
UP
patio reception
multipurpose meeting
community lounge storage office
office
patio
office
kitchen
ROOF PLAN
GROUND FLOOR PLAN
1. http://www.nwfire.com/Welcome.aspx 2. http://www.archtoolbox.com/materials-systems/ firesupression/ sprinklerspacing.html GROUND FLOOR + SITE PLAN NAAB SPC B.11. // BUILDING SERVICE SYSTEMS
ARCH 586 INTEGRATED SYSTEMS // FALL
0’
8’
16’
32’
V. VANDERHOOF // 61
SUSTAINABILITY
ENVIRONMENTAL DIAGRAM Use of the following products promote the design goal of sustainability and functionality of creating fog and reacting to fog as well as other weather types. 1. DOAS unit 2. Rain water collection system 3. Low-e glass 4. Radiant heating/cooling 5. (Fog system) 6. Kingston Solar Collectors - Doubles as sun screen 7. Operable air vents/exhaust vents 8. Low VOC Interior Materials 9. Daylight Sensor Lighting 10. Bioswales site water management
NAAB SPC B.3. // SUSTAINABILITY
ARCH 586 INTEGRATED SYSTEMS // FALL
V. VANDERHOOF // 62
BIBLIOGRAPHY DESIGN RESOURCES
Allen, Edward, and Joseph Iano. The architect’s studio companion rules of thumb for preliminary design. 3rd edition. New York: Wiley, 2002. Brown, G. Z., and Mark DeKay. Sun, wind & light: architectural design strategies. 2nd edition. New York: Wiley, 2001. Ching, Frank, and Cassandra Adams. Building construction illustrated. 4th edition. New York: Wiley, 2008. Ching, Frank, and Steven R. Winkel. Building codes illustrated: a guide to understanding the 2012 international building code. 4th edition. New Jersey: John Wiley & Sons, Inc., 2012. Bell, Victoria. Materials for design. edition 1. Princeton Architectural Press, 2006.