Fog Center Final Book

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

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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

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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

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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

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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

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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

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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

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4’

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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

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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

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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

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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

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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

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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

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4’

8’

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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

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4’

8’

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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

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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.