Arch 582 -583: Integrated Systems by ChristopheRockhill [A]

EAST PORTLAND MULTI-CULTURAL CENTER

PLAN Christopher Rockhill|Arch 586|Integrated Systems|Fall 2013

Cover

CONTENTS

EAST PORTLAND MULTI-CULTURAL CENTER

Technical Documentation Site Plan

Floor Plans

Sections

Elevations

Building Section and Elevation

Wall Section

Details

Outline Specifications

Design analysis Historical Traditions and Culture case studies

Christopher Rockhill|Arch 586|Arch 582|Design Concepts|Spring 2013

Programming

100

Site Analysis and Site Selection Criteria

200

Review of Relevant Laws and Standards

300

Design Goals

400

Design Thinking

500

Relevant Information

600

Ordering Systems

700

Site Design

800

Life safety

900

Accessibility

1000

Structural Systems

2000

Environmental Systems

3000

Assignment 17 – Building Service Systems

4000

Assignment 19 – Sustainability

5000

Contents

Yakima Valley Farm Workers Clinic ROSEWOOD COMMUNITY HEALTH CENTER

TOOL SHED

155’- 0”

45’-0” MAX.

GOOD

155’- 0” 6’

2’

4’ ±

45’-0” MAX.

8’

PLANTER 8’

6’

2’

-0.50’

4’ ±

SIDEWALK + 0.00’

-1.00’ -2.00’

+ 0.00’

CURB CUT

-3.00’ -4.00’

155’- 0”

-5.00’

KEY: SANITARY GRAVITY MAIN STORM GRAVITY MAIN INLETS

-0.50’ -1.00’

155’- 0”

ELECTRIC/PHONE POLE

-0.50’ -1.00’ -2.00’

LIGHT POLE

-4.00’

BUS STOPS

8’

GARDEN/ PLAY FIELD

6’

2’

- 0.50’

- 1.00’

MCD’S

-3.00’

SPORT FIELD S C A LE : 1”=50’

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

SITE

28' - 9 27/32"

214

B 5' - 0"

UP UP

RAIN/ STORM GREY WATER CISTERN G

-0.50’ -1.00’

-1.00’ -2.00’

Level1

-0.50’ ARTS STUDIO

S C A LE : 1”=20’

N O R T H

AMPHITHEATER

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

12/1/2013 8:06:52 PM

LEVEL 1

ELEV

16' - 6"

3' - 0"

Level2 10/27/2013 1:57:40 PM

S C A LE : 1/4”=1’-0”

Level 2 FOR MECHANICAL 1/16" = 1'-0"

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

N O R T H

LEVEL 2

ELEV

MECHANICAL ROOM 243 SF OPEN TO MECHANICAL VERTICAL CHASE

LAUNDRY ROOM

10/27/2013 1:57:48 PM

Level3 S C A LE : 1/4”=1’-0”

Level 3 FOR MECHANICAL 1/16" = 1'-0"

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

LEVEL 3

PARAPET 44' - 0" ROOF 41' - 0"

Level 3 29' - 0"

Level 2 16' - 0"

Level 1 0' - 0" FOUNDATION -1' - 6"

NS TRANSVERSE SECTION N WING 1/8" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

N O R T H

2013 3:25:25 PM

PARAPET 44' - 0" ROOF 41' - 0"

Level 3 29' - 0"

Level 2 16' - 0"

Level 1 0' - 0"

EW LONGITUDINAL SECTION N WING 1/16" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

N O R T H

1 3/8"

PARAPET 44' - 0"

10' - 6"

8' - 7"

11' - 6"

Level 3 29' - 0"

138 5/8" STUDS 6x12 HEADERS UNLESS NOTED

6' - 11"

TOP OF WINDOWS

1' - 6"

TOP OF SUBFLOOR TOP OF DOUBLE TOP PLATES

ROOF 41' - 0"

126 5/8" STUDS 6x12 HEADERS UNLESS NOTED

TOP OF DOUBLE TOP PLATES TOP OF WINDOWS

1' - 6"

3' - 0"

1'-0"

Level 2 16' - 0"

14' - 6"

7' - 3"

TOP OF WINDOWS

TOP OF SLAB

174 5/8" STUDS 6x12 HEADERS UNLESS NOTED

1' - 6"

TOP OF SUBFLOOR

Level 1 0' - 0"

North 1/16 11x17 NORTH 1/8" = 1'-0" 1/16”=1’-0”

PARAPET 44' - 0" ROOF 41' - 0"

Level 3 29' - 0"

Level 2 16' - 0"

Level 1 0' - 0"

East 1/16 11x17 EAST 1/8" = 1'-0" 1/16”=1’-0”

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

ELEVATIONS

12/1/2013 9:38:05 AM

PARAPET 44' - 0" ROOF 41' - 0"

Level 3 29' - 0"

Level 2 16' - 0"

Level 1 0' - 0" 1

South 1/16 11x17 SOUTH 1/8" = 1'-0" 1/16”=1’-0”

ROOF 41' - 0"

PARAPET 44' - 0"

Level 3 29' - 0"

Level 2 16' - 0"

Level 1 0' - 0" 2

West 1/16 11x17 WEST 1/8" = 1'-0" 1/16”=1’-0”

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|

ELEVATIONS

BUILDING SECTION AND ELEVATION

TYP. connection between the structure and the enclosure system, is achieved through minimal envelope penetration. 5/8” bolts are the only thermal bridge through the envelope, forming pin connections w/ brackets, allowing the materials to expand and contract at individual rates

SUN/ RAIN SCREEN

4' - 0"

PARAPET 45' - 0"

Level 3 29' - 0" 1 A120 6/0 CONTINUOUS STOREFRONT GLAZING

8/0x12/0 TILT GLAZING

Every third window on the second floor is operable. Every window on the resedences on the the third floor is oberable tilt-turn window.

A portion of the roof and foundation to show how they are assembled, insulated, drained, etc. Storfront glazing structure is self supported attached/resting on the building stem wall.

12' - 2"

3' - 11"

Level 2 16' - 0"

33' - 8"

All windows on ground floor north facade are operable.

Double skins and screens. 5' - 0"

10' - 11"

6' - 1"

DECK/ SUN/RAIN SCREEN

0' - 9"

8' - 0"

3/0x8/0 TILT TURN OPERABLE GLAZING

All operable components (screens, shades, windows, vents, etc.)

1' - 9"

8' - 3 1/2"

TYP. OPAQUE WALL. SEE DETAIL WALL SECTION PG. A120

24' - 10"

labels for typical components/layers,

3' - 5"

ROOF 41' - 0"

Level 1 0' - 0" FOUNDATION -1' - 6"

wall section 1/8" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.10. Building EnvelopeSystems

North wall section elevation 1/8" = 1'-0"

BUILDING SECTION AND ELEVATION

11/1/2013 9:40:04 AM

Typical Building Section and Elevation through the entire height of building at a scale of (1/8” = 1’) highlighting the following:

WALL SECTION The main enclosure is a cedar plank system. at the upper level the enclosure is the structure supporting the roof trusses, resting on the pourred slab

Level 3 29' - 0"

(see callout 1) below the upper level the rain screen system is attached to the main building structure w/ brackets.

(see callout 2) the window walls structure is self supported attached/resting on the building stem wall.

2x6 T&G WOOD DECKING o/ 2" Wood FURRING @ 12" O.C. / Air Space o/ Moisture Barriers - Vapor Retarder o/ 2" Thermal Barriers - Rigid insulation TYP.

(see callout 3)

ENCLOSURE LAYERS MATERIAL R-VALUES

o/ 3/4" SHEATHING PLYWOOD o/ 1 3/4x11 7/8 TJI PLYWOOD WEB JOIST

5/8" GYPSUM WALL BOARD o/ Vapor Retarder

Wall MATERIAL R (I-P)

1" WOOD SIDDING o/ 2" WOOD FURRING @ 16" O.C. / Air Space o/ 2" Thermal Barriers - Rigid insulation o/ WRB Moisture Barriers

1” WOOD SIDING 2” WOOD FURRING/ AIR W/ FOIL 2” POLISO RIGID INSULATION VAPOR BARRIERS 3/4 PLYWOOD SHEATHING 2X6 STUDS @16” O.C. W/ BLOWN 5/8” GYPSUM BOARD

1.0 8.0 14.0 0.06 0.75 24.0 0.625

TOTAL RESISTANCE (Rt) U=1/Rt

43.3 0.303

Ui-p = (BTU/HR)/(FACADESF/F°)

o/ 3/4" SHEATHING PLYWOOD

Windows Tilt & Turn: Jeld-Wen or equivalent

o/ 2x6 WOOD STUD 16" O.C. W/ BLOWN INSULATION

U value

0.434

R=1/U

2.3

Total values r-value window wall Total

2.3 43.3 31.0

Level 2 16' - 0"

at30% at70% at100%

average enclosure

detailed walls section 1/2" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.10. Building EnvelopeSystems

R-value

WALL SECTION

ROOF CANOPY, REF STRUCT

PARAPET 45' - 0" SHT MTL 2 COPING 3/4” SHEATING

B VENTED BLOCKING, WRAP W/ INSECT SCEEN

PARAPET 44' - 0"

CLEAT, CONT 3/4” SHEATHING AT PARAPET FACE O/ WOOD FRAMED PARAPET, REF STRUCT LINE OF OVERFRAMED CRICKET, WHERE OCCURS, SLOPE TO DRAIN

VENTED BLOCKING, WRAP W/ INSECT SCEEN 1’-6”

CLEAT, CONT

BLOCKING/STRAPPING AS REQD ROOF MEMEBRANE, CANT STRIP, TYP REF ROOF TYPE

INSUL-1 (Z-GIRTS ONLY ABOVE ROOF INSULATION )

COVER BOARD, REF ROOF TYPE INSUL, SLOPE TO DRAIN, REF ROOF TYPE

ROOF 41' - 0"

4” CONC. SLAB 41’

3x6 T&G CAR DECKING, REF STRUCT FRAME 1 3/4”x11 7/8” TJI’s @ 2’-0” O.C.

WD SIDING 1 2x WD FURRING

ITS1.81/11.88 OR EQ. 6” BATTS INSUL

5/8" GYPSUM WALL BOARD W/ SCHEDUALED FINISH O/ VAPOR BARRIER 6 3/4” x 30” GLU-LAMINATED BEAM, REF STRUCT

CENTRIA: 2” RIGID INSUL CORE IN METAL WRB WEATHER BARRIER O/ 5/8” OSB/CDX OR EQ.

6 x 12 HEADER (TYP. UNLESS OTHERWISE NOTED) SHT MTL 3 FLASH SAM AND WRB WATERPROOFING,

LINE OF COLUMN BEYOND, PROXIMITY TO ENCLOSURE VARIES, REF STRUCT

WRAP END OF FURRING W/ INSECT SCREEN CLEAT, CONT

WD TRIM/ SILL EXTENSION W/ 1/16” REVEALS WD WDW SYS

SECTION ROOF WALL 1" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

WD SIDING SHT MTL 3 FLASH, SEALANT LINE OF WALL BEYOND

BUILDING MATERIALS AND ASSEMBLIES

4" Thermal Barriers - Rigid insulation

3/4” SHEATING SUB-SILL

Level 3 29' - 0"

SHT MTL 2 COPING VENTED BLOCKING, WRAP W/ INSECT SCEEN CLEAT, CONT. BNT MTL FRAMING ANGLE SILL SUPPORT

DBL 2x6 TOP PLATE

1" WOOD SIDDING O/ 2" WOOD FURRING @ 16" O.C. / Air Space O/ CENTRIA: 2” RIGID INSUL CORE IN METAL WRB WEATHER BARRIER COMBO O/ 5/8” OSB/CDX OR EQ.

2x6 WOOD STUDS 16" O.C. 6” BATTS INSULATION 5/8" GYPSUM WALL BOARD W/ SCHEDUALED FINISH DBL 2x6 BASE PLATE

MST72 48-16d SIMPSON STRONG-TIE OR EQUIVALENT

SEALED 3x6 T&G CAR DECKING FIN FLR

2” MTL FRAMING ANGLE SLOPE RAIN WATER 1/4” PER 1’-0” TO SCUPPER AWAY FROM BUILDING

SAM AND WRB WATERPROOFING,

SEALANT & BACKER W/ DRAIN HOLES AT EA END SHT MTL 2 SILL PAN & CLEAT

NURAJACKS SELF-LEVELING FLOTING DECK MOUNT OR EQUIVALENT (SEE APPENDIX)

Level 2 16' - 0"

SLOPE RAIN WATER 1/4” PER 1’-0” TO SCUPPER AWAY FROM BUILDING ITS1.81/11.88 OR EQUIVALENT

NURAJACKS SELF-LEVELING FLOTING DECK MOUNT OR EQUIVALENT

STRUCTURE TO ENCLOSURE WALLS SECTION 2" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

FLOATING DECK SYSTEM PLAN 2" = 1'-0"

BUILDING MATERIALS AND ASSEMBLIES

outline specification information of all the major materials used in the building interior finishes. critical qualities for these materials with respect to project: all materiral fineshes to be soft earth tones, raw mat industrial non glossy. critical

qualities: bright to reflect as much light into space ass possible.

draw from on the materials and assemblies in precedent where appropriate.

Structural/Finish material: keep PAINTED SURFACES to a minimum, critical qualities: where paint is used it should not try to match natural materials, rather it be a complimenting color.

Structural/Finish material: Tom Kundig, Chicken Point Cabin Hayden, Idaho, 2003, CRANK OPEN WINDOW-WALL. Finishes/texture to be raw mat industrial. critical qualities: Maximize glazing to mullion ratio w/out sacrificing structure, to bring as much light into the space as possible.

from sustainable and properly managed sources.

Structural/Finish material: TIMBER FRAME - Glu-Laminated 29’ long horizontal spaning members w/ steel knife plate connection to vertical load bearing timber columns. finishes/ texture to be raw mat industrial non glossy. critical qualities: bright to reflect as much light into space as possible.

CONC. SLAB ON GRADE FOUNDATION Ross Island Sand & Gravel Co, Portland, OR 97202 OR EQUIVALENT

6 3/4”X30” GLU-LAMINATED BEAMS

PROS AND CONS

environmental impact of the material:

con: for every ton of portland cement used a ton of carbon dioxide released into the atmospher. pro: the bldg’s

Forestry Stewardship Council 50-80 (FSC) certified, recycled, such as the Forestry Stewardship Council 50-80 yr (FSC) certified, recycled, such as the yr

ALTRUWOOD, OR EQUIVALENT

environmental impact of the material:

C02 is

95% wood structure will stay dry and will not sink into the

con: toxic glue lamination

pro: reuse of smaller cuts and reclaimed lumber ability to be reused: as a building material

ground ability to be reused: as gabion or agrigate

16”X16” HEAVY TIMBER COLUMS ALTRUWOOD INC - FSC CERTIFIED WOOD PRODUCTS, RECLAIMED LUMBER ..., Portland, OR 97205 OR EQUIVALENT PROS AND CONS

Structural/Finish material: interior structure and systems to remain exposed

environmental impact of the material:

con: inability to act as thermal mass, remove ability to sequesture carbon and produce oxygen pro: easy of construction, ebodied carbon sequestration not released

during manufacture, least embodied enrgy during harvest, manufature and construction ability to be reused:

100%

Finish material: INTERIOR PARTITIONS, where wood clading is abcent, Gypsum Wall Board, critical qualities: flat finish (no texture), off /white, (not eggshell) or vibrant energetic color

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

BUILDING MATERIALS AND ASSEMBLIES

outline specification information of all the major materials used in the building

ALTRUWOOD is local Portland, OR 97205 reclaimed and FSC certified lumber. AltruWood sells and distributes responsibly harvested lumber certified by the Forest Stewardship Council™ (FSC®). Using FSC® certified lumber is key for meeting Leadership in Energy and Environmental Design (LEED) certification for the project as required by the U.S. Green Building Council (USGBC). Structural/Finish material: TJI (TRUSS JOIST I-BEAM) interior 19’short horizontal spaning members connect w/ steel TJI hanger/saddle connection to Glu-Laminated beams. finishes/ texture to be raw mat industrial non glossy. critical qualities: bright to reflect as much light into space as possible.

Finish Material: HARD WOOD LAP SIDDING. finishes/texture mat industrial minimal gloss. critical qualities: medium-light shade to reflect as much solar gain from mass as possible. from sustainable and properly managed sources, old growth 50-80 yr (FSC) certified or recycled

1 3/4”X11 7/8” TJI (TRUSS JOIST I-BEAM)

enclosure system(s),

White City EWP Plant, Boise Cascade Engineered Wood Products, Oregon 97503, OR EQUIVALENT

HARD WOOD LAP SIDDING FSC® certified western red cedar Western, OR EQUIVALENT

Finish Material: HARD WOOD RAIN SCREEN. finishes/texture mat industrial minimal gloss. critical qualities: from sustainable and properly managed sources, old growth 50-80 yr (FSC) certified or recycled enclosure system(s),

I have choosen FSC® and Reclaimed materials not simply out of a desire to be eco-conscious, but also because reclaimed lumber – or recycled wood – is mostly reclaimed in the United States from old buildings, barns, factories and warehouses. Reclaimed wood comes from old-

HARD WOOD RAIN SCREEN

growth timber that was harvested from trees

FSC® certified western red cedar Western, OR EQUIVALENT

bigger and older than anything currently being harvested today.

As a result, this wood possesses

superior characteristics to new-growth lumber, structurally, aesthetically and higher embodied carbon.

The best part of recycling is that the value of the wood goes up with each use, gaining embodied energy credit and textural patina.

Structural/Finish material: all materiral fineshes to be soft earth tones, mat industrial non glossy. critical qualities: bright to reflect as much light into space ass possible.

2X6 T&G FLOORING:

ALTRUWOOD ANTIQUE OAK, OR EQUIVALENT

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

BUILDING MATERIALS AND ASSEMBLIES

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 06 20.16 Concrete Slab Reinforcing Schedule 03 06 30.13 Concrete Footing Schedule 03 06 30.19 Concrete Slab Schedule 03 08 00 Commissioning of Concrete 03 11 00 Concrete Forming 03 20 00 Concrete Reinforcing 03 21 00 Reinforcing Bars 03 30 00 Cast-In-Place Concrete 03 31 00 Structural Concrete 03 31 16 Lightweight Structural Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing 03 50 00 Cast Decks and Underlayment

05 00 00 METALS 05 01 00 05 05 19 05 05 23 05 06 00 05 17 00 05 45 13 05 45 16 05 52 13

Maintenance of Metals Post-Installed Concrete Anchors Metal Fastenings Schedules for Metals Structural Rod Assemblies Mechanical Metal Supports Electrical Metal Supports Pipe and Tube Railings

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 05 23 Wood, Plastic, and Composite Fastenings 06 05 73 Wood Treatment 06 05 73.13 Fire-Retardant Wood Treatment 06 05 73.33 Preservative Wood Treatment 06 05 73.91 Long-Term Wood Treatment 06 05 73.93 Eradication of Insects in Wood 06 06 00 Schedules for Wood, Plastics, and Composites 06 06 10 Schedules for Rough Carpentry 06 06 10.13 Nailing Schedule 06 06 10.16 Wood Beam Schedule 06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry 06 10 63 Exterior Rough Carpentry 06 11 00 Wood Framing 06 11 13 Engineered Wood Products 06 13 00 Heavy Timber Construction

06 13 23 Heavy Timber Framing 06 13 33 Heavy Timber Pier Construction 06 15 00 Wood Decking 06 15 13 Wood Floor Decking 06 15 13.91 Carvel Planking 06 15 16 Wood Roof Decking 06 15 19 Timber Decking 06 15 23 Laminated Wood Decking 06 16 00 Sheathing 06 16 13 Insulating Sheathing 06 16 23 Subflooring 06 16 26 Underlayment 06 16 33 Wood Board Sheathing 06 16 43 Gypsum Sheathing 06 17 33 Wood I-Joists 06 18 00 Glued-Laminated Construction 06 18 13 Glued-Laminated Beams 06 20 13 Exterior Finish Carpentry 06 20 23 Interior Finish Carpentry 06 48 13 Exterior Wood Door Frames 06 48 16 Interior Wood Door Frames 06 48 19 Ornamental Wood Frames 06 48 23 Stick-Built Wood Windows 06 49 00 Wood Screens and Exterior Wood Shutters 06 49 13 Wood Screens

07 00 00 THERMAL AND MOISTURE PROTECTION 07 05 00 Common Work Results for Thermal and Moisture Protection 07 05 53 Fire and Smoke Assembly Identification 07 06 00 Schedules for Thermal and Moisture Protection 07 06 10 Schedules for Dampproofing and Waterproofing 07 06 20 Schedules for Thermal Protection 07 06 40 Schedules for Roofing and Siding Panels 07 06 50 Schedules for Membrane Roofing 07 06 60 Schedules for Flashing and Sheet Metal 07 06 70 Schedules for Roof Specialties and Accessories 07 06 80 Schedules for Fire and Smoke Protection 07 20 00 Thermal Protection 07 21 00 Thermal Insulation 07 21 13 Board Insulation 07 21 13.19 Mineral Board Insulation 07 22 00 Roof and Deck Insulation 07 22 16 Roof Board Insulation 07 24 00 Exterior Insulation and Finish Systems 07 24 19 Water-Drainage Exterior Insulation and Finish System 07 26 13 Above-Grade Vapor Retarders 07 26 16 Below-Grade Vapor Retarders 07 26 23 Below-Grade Gas Retarders 07 40 00 Roofing and Siding Panels 07 46 23 Wood Siding 07 71 13 Manufactured Copings

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

07 71 16 07 95 13 07 95 53 07 95 63

Manufactured Counterflashing Systems Expansion Joint Cover Assemblies Joint Slide Bearings Bridge Expansion Joint Cover Assemblies

08 00 00 OPENINGS 08 05 00 Common Work Results for Openings 08 06 00 Schedules for Openings 08 06 10 Door Schedule 08 06 10.13 Door Type Schedule 08 06 10.16 Frame Type Schedule 08 06 40 Schedules for Entrances, Storefronts, and Curtain Walls 08 06 41 Entrance Schedule 08 06 42 Storefront Schedule 08 06 50 Window Schedule 08 06 60 Skylight Schedule 08 06 70 Hardware Schedule 08 06 71 Door Hardware Schedule 08 06 80 Glazing Schedule 08 06 90 Louver and Vent Schedule 08 11 13 Hollow Metal Doors and Frame 08 12 13 Hollow Metal Frames 08 13 13 Hollow Metal Doors 08 10 00 Doors and Frames 08 14 00 Wood Doors 08 35 13 Folding Doors 08 31 13 Access Doors and Frames 08 31 13.53 Security Access Doors and Frames 08 33 13 Coiling Counter Doors 08 33 16 Coiling Counter Grilles 08 33 23 Overhead Coiling Doors 08 33 23.13 Overhead Rapid Coiling Doors 08 33 26 Overhead Coiling Grilles 08 34 19 Industrial Doors 08 41 13 Aluminum-Framed Entrances and Storefronts 08 41 13.13 Fire-Rated Aluminum-Framed Entrances and Storefronts 08 42 36 Balanced Door Entrances 08 44 19 Glazed Stainless-Steel Curtain Walls 08 44 23 Structural Sealant Glazed Curtain Walls 08 51 19 Stainless-Steel Windows 08 53 13 Vinyl Windows 08 71 13 Automatic Door Operators

09 60 00 FLOORING 09 64 00 Wood Flooring 09 01 20 Maintenance of Plaster and Gypsum Board 09 01 60 Maintenance of Flooring 09 01 90.53 Maintenance Coatings

09 21 16.23 Gypsum Board Shaft Wall Assemblies 09 21 16.33 Gypsum Board Area Separation Wall Assemblies 09 29 82 Gypsum Board Fireproofing 09 64 29 Wood Strip and Plank Flooring 09 64 33 Laminated Wood Flooring 09 64 53 Resilient Wood Flooring Assemblies

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 12 00 Display Cases 10 13 00 Directories 10 14 00 Signage 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 30 00 Fireplaces and Stoves 10 35 00 Stoves 10 35 23 Cooking Stoves 10 40 00 Safety Specialties 10 41 00 Emergency Access and Information Cabinets 10 41 13 Fire Department Plan Cabinets 10 43 00 Emergency Aid Specialties 10 44 00 Fire Protection Specialties 10 55 00 Postal Specialties 10 70 00 Exterior Specialties

11 00 00 EQUIPMENT 11 01 00 11 08 00 11 10 00 11 11 00 11 15 00 11 16 00 11 23 00 Equipment 11 30 00 11 31 00 11 33 00 11 34 00 11 40 00 11 41 00 11 42 00 11 47 00 11 48 00

Operation and Maintenance of Equipment Commissioning of Equipment Vehicle and Pedestrian Equipment Vehicle Service Equipment Security, Detention, and Banking Equipment Vault Equipment Commercial Laundry and Dry Cleaning Residential Equipment Residential Appliances Retractable Stairs Residential Ceiling Fans Foodservice Equipment Foodservice Storage Equipment Food Preparation Equipment Ice Machines Cleaning and Disposal Equipment

OUTLINE SPECIFICATION

11 51 00 Library Equipment 11 52 00 Audio-Visual Equipment 11 52 13 Projection Screens 11 52 13.13 Fixed Projection Screens 11 52 13.16 Portable Projection Screens 11 52 16 Projectors 11 52 16.19 Overhead Projectors 11 57 00 Vocational Shop Equipment 11 59 00 Exhibit Equipment 11 60 00 Entertainment Equipment 11 61 00 Broadcast, Theater, and Stage Equipment 11 61 13 Acoustical Shells 11 61 23 Folding and Portable Stages 11 61 33 Rigging Systems and Controls 11 61 33.11 Lighting Rigging Systems 11 61 33.16 Scenery Rigging Systems 11 68 00 Play Field Equipment and Structures 11 68 33 Athletic Field Equipment 11 68 33.13 Football Field Equipment 11 68 33.23 Soccer and Field Hockey Equipment 11 93 00 Horticultural Equipment 11 95 00 Arts and Crafts Equipment

12 00 00 FURNISHINGS 12 01 00 Operation and Maintenance of Furnishings 12 08 00 Commissioning of Furnishings 12 10 00 Art 12 11 00 Murals 12 11 13 Photo Murals 12 20 00 Window Treatments 12 40 00 Furnishings and Accessories 12 41 00 Office Accessories 12 41 13 Desk Accessories 12 42 00 Table Accessories 12 52 00 Seating 12 52 13 Chairs 12 56 00 Institutional Furniture 12 57 00 Industrial Furniture 12 58 00 Residential Furniture 12 58 29 Beds 12 62 00 Portable Audience Seating 12 62 19 Stacking Chairs 12 67 00 Pews and Benches 12 93 00 Site Furnishings 12 93 13 Bicycle Racks 12 93 23 Trash and Litter Receptacles 12 93 33 Manufactured Planters 12 93 43 Site Seating and Tables 12 93 43.13 Site Seating 12 93 43.53 Site Tables

13 00 00 Special Construction 13 01 00 Operation and Maintenance of Special Construction 13 05 00 Common Work Results for Special Construction 13 06 00 Schedules for Special Construction 13 10 00 Special Facility Components 13 20 00 Special Purpose Rooms 13 21 00 Controlled Environment Rooms 13 21 26 Cold Storage Rooms 13 21 26.13 Walk-in Coolers 13 21 26.16 Walk-in Freezers 13 21 48 Sound-Conditioned Rooms 13 30 00 Special Structures 13 31 00 Fabric Structures 13 31 23 Tensioned Fabric Structures

14 00 00 CONVEYING EQUIPMENT 14 20 00 Elevators 14 21 00 Electric Traction Elevators 14 21 23 Electric Traction Passenger Elevators 14 21 23.13 Machine Room Electric Traction Passenger Elevators

21 00 00 FIRE SUPPRESSION 21 01 00 Operation and Maintenance of Fire Suppression 21 06 00 Schedules for Fire Suppression 21 06 10 Schedules for Water-Based FireSuppression Systems 21 06 20 Schedules for Fire-Extinguishing Systems 21 06 30 Schedules for Fire-Suppression Equipment 21 13 00 Fire-Suppression Sprinkler Systems 21 13 13 Wet-Pipe Sprinkler Systems 21 16 00 Fire-Suppression Pressure Maintenance Pumps 21 20 00 Fire-Extinguishing Systems 21 21 00 Carbon-Dioxide Fire-Extinguishing Systems

22 00 00 PLUMBING 22 01 00 Operation and Maintenance of Plumbing 22 07 00 Plumbing Insulation 22 07 16 Plumbing Equipment Insulation 22 07 19 Plumbing Piping Insulation 22 08 00 Commissioning of Plumbing 22 09 00 Instrumentation and Control for Plumbing 22 10 00 Plumbing Piping 22 11 00 Facility Water Distribution 22 14 00 Facility Storm Drainage

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.12. Building Materials and Assemblies:

22 30 00 22 31 00 22 31 16 22 32 00 22 40 00 22 41 00

Plumbing Equipment Domestic Water Softeners Commercial Domestic Water Softeners Domestic Water Filtration Equipment Plumbing Fixtures Residential Plumbing Fixtures

23 00 00 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 23 01 00 Systems 23 32 00 23 33 00 23 36 00 23 36 13 23 36 16 23 37 00 23 37 13 23 38 00 23 38 13 23 53 00 23 53 13 23 53 16 23 56 00 23 56 13 23 65 00 23 72 00 23 73 00 Units 23 82 00 Units 23 82 14

Operation and Maintenance of HVAC Air Plenums and Chases Air Duct Accessories Air Terminal Units Constant-Air-Volume Units Variable-Air-Volume Units Air Outlets and Inlets Diffusers, Registers, and Grilles Ventilation Hoods Commercial-Kitchen Hoods Heating Boiler Feedwater Equipment Boiler Feedwater Pumps Deaerators Solar Energy Heating Equipment Heating Solar Collectors Cooling Towers Air-to-Air Energy Recovery Equipment Indoor Central-Station Air-Handling Convection Heating and Cooling Chilled Beams

26 00 00 ELECTRICAL 26 01 00 Operation and Maintenance of Electrical Systems 26 50 00 Lighting 26 51 00 Interior Lighting 26 51 13 Interior Lighting Fixtures, Lamps, And Ballasts 26 52 00 Emergency Lighting 26 53 00 Exit Signs 26 54 00 Classified Location Lightin 26 56 00 Exterior Lighting

OUTLINE SPECIFICATION

HISTORICAL TRADITIONS AND CULTURE

KOMEIL CULTURAL CENTER TEHRAN, IRAN

Responses to Culture: for the Komeil Cultural Center Tehran, Iran Time is to the culture, more than the hour of the day, a reflection of values placed on time, what has been achieved, during. Time Is an agreed concept that connects world culture.The clock tower is visible 360 degrees of the site, keeping the local citizen constituents on schedule. The retrofit buildings of the former beer factory are retained as an iconographic landscape, telling the story of the place and its people.

CENTRO CULTURAL BANCO DO BRASIL

The Banco Do Brasil elected to become the cultural center is architecturally designed in historic brasil style, located in dense urban fabric that is rapidly modernizing.The building itself is cultural heritage.

Art Gallery

Library

Computer Center

worksho

Needed Programming: the Komeil has green space to relieve the dense urban fabric. a museum for viewing and preserving of historical artifacts, a library to educate community of local and foreign cultures and general literature, an art gallery for exhibition of modern and historical pieces, workshops educating youth and broader community in current and vernacular craft, a computer center to connect the local culture to cultures around the world, and a conference hall for local politics and worldwide concerns.

Heritage Museum

Auditorium

Theatre

Concert hall ib

n itio

Main span Gallery

Theatre

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

Exhi

Library

bitio

n ha

Theatre

Exh

Culinary cuisine

Banco Do Brasil has large performance and movie theatres, for portrayal and experience of cultural heritage concert halls for performance of music of local and foreign cultures, exhibition space for cultural art, culinary cuisine, and cultural heritage school.

Entrance Gallery

Ordering Systems: in the Banco Do Brasil 70% of the designed is dedicated to the local cultural arts. The remaining 30% of the programing are choices made by the Banco do Brasil’s. This includes foreign performers. the Komeil Programs are pixilated to allow for more open green space for programed and recreational use.

HISTORICAL TRADITIONS AND CULTURE

Figure 1.1: flickr.comphotosmistca90240842, Figure 1.2: pseudocultbacaninha.wordpress.com201211, 1.3: centro cultural Banco Do Brazil\CCBB%201%20-%20D90%20[AM]%20428.jpg, Figure 1.4: Daniela Toviansky O Centro Cultural Banco do Brasil (CCBB) é uma das atrações paulistanas com desconto, Figure 1.5: ccbb_sp_planos_de_fuga httpterroirgourmet.com201210centro-cultural-banco-do-brasil

HISTORICAL TRADITIONS AND CULTURE Responses to Culture: The Mapungubwe Interpretation Centre, South Africa is Located on the confluence of 17 local tribes disputing over land rights. Local people were trained to manufacture the stabilized earth tiles that make up the building, and will continue using these construction techniques in their own villages. The vaults resemble a system of caves, Culturally Caves are regarded here as places of refuge, shelter and ritually Ceremony.

Ritual

Reflecting

ltu

Schouwburgplein reinforces ecology, history, and cultural context, stimulating people to take possession of the space. Rotterdam‘s culture, is based in Theater, memorial, economy, and utility. The importance of the void is to memorialize the stark landscape remains of the ‘Rotterdam Blitz’. Contrasting bands of surface materials emulate patterns of traditional Dutch agricultural fields. the design of the red kinetic masts that flood the square in light, emphasizing the theatrical nature of the design, are symbolic of the giant cranes in the port of Rotterdam, the economic staple upon which the culture was founded is nearly all that is left of the history of Rotterdam.

Art

Ritual

Ritual Heritage Exhibition

Natural

Tourist

Needed Programming: The Interpretation Centre is a Place where local chieftains can meet and engage in ritual practice and celebrate their ancestry with their collective constituencies. A place to accommodate works of art, as well as tourist facilities and South African National (SAN) office. Exhibition spaces for heritage of past civilizations that have occupied the area from the current back to the 9th century and a strong social dimension, to educate local people on ways to build using local materials. Mont Cenis is For the citizens’ of Herne higher education and Public service buildings for the town, New shops, public services and offices. The engine-based co-generator uses the energy of the pit gas escaping from the mineshafts to generate electricity and short-distance district heating.

Mapungubwe Interpretation Centre

Schouwburgplein Rotterdam, Netherlands

Christopher Rockhill|Arch 582|Design Studio|Spring 2013 Figure 2.1: M.I.C., by Peter Rich blogspot.com, Figure 2.2: M. I. C., Peter Rich Architects_4, Figure 2.3: europaconcorsi.comprojects, Figure 2.4: By metalocus, Pedro Navarro, Figure 2.5: M. I. C., Peter Rich Architects_6.

Akademie Mont Cenis, Herne, Germany

Ordering Systems: a plateau, natural amphitheater meeting and dining elevate 30 chiefs in what ‘Kgotla’ defines as “above the masses.” With views towards Zimbabwe.

HISTORICAL TRADITIONS AND CULTURE TEXT: 1. peterricharchitects.co.za/mapungubwe_day_centre, 2. peterricharchitects.co.za, 3. designboom.com, 4. peterricharchitects.co.za

Office Space Meeting Rooms

Open plan Office space Administrative Critical Adjacency

Art gallery

Activity

Strong Adjacency

Mail Collection Area

Infrastructure

2,700 SQ. FT.

Meeting Rooms

700 SQ. FT.

Private Offices

600 SQ. FT.

Bldg Program 30,000 sqft

4,000 SQ. FT. 13

Adjacencies: Climatic design strategies are effectively employed to maintaining human comfort and health. Openings with wooden louvers shade the glazing, Deep eaves provide shading for walls from direct sun. Shade tree in the courtyard provides more shade, Minimization of heat absorption by the facades by painting them white or light colors, Large and long courtyard helps enhance natural ventilation and reduces humidity. Side corridor induces wind into the courtyard. Deep eaves enhance rainwater discharge. Wide corridors on the west and south faĂ§ade protect from high solar radiation. During the hot and mild season louvered doors and windows create wind flow.

Preferable Adjacency

Physical Activity Room Athletic Feild

Desirable Adjacency

Locker Room w/ Showers

Undesirable Adjacency

Vocational Education: Service/ Retail

5,000 SQ. FT.

Vocational Workshop

2,000 SQ. FT.

Classrooms

3,000 SQ. FT.

Library/ computer lab Classrooms Kitchen large event Staff Lounge/ storage

Feild: Althletic/ Cultural events

Teaching Kitchen Dinning Room Food Sales

10,000 SQ. FT. + not bldg SQ. FT.

LIbrary/ Computer Lab

500 SQ. FT.

Kithchen Large Event

500 SQ. FT.

Dinning Room

500 SQ. FT.

Catering Feild:Athletic/ cultural events Storage Short Term

17,000 SQ. FT. . 57

Loading Area Storage Long Term

Dance/ Music/ Theater Performance

2,000 SQ. FT.

Living Rooms

1,000 SQ. FT.

Event Space

3,000SQ. FT.

Restrooms Dance/ Music/ Theater Performance Space Mechanical Parking

Loading Area/ Parking

100 SQ. FT.

Storage

800 SQ. FT.

Living

Classroom

Dinning

Vocational Workshop

Circulation

Kitchen/ Teaching/ Meeting Rooms/ Catering/ Event Space Food Sales

Vocational Service

Second Level

Vocational Service Reception Living

Field:Athletic/ Cultural Events Elev. Dinning Vocational Workshop Storage Fridge

Kitchen/ Teaching/ Catering/ Food Sales Living

Main Level

Living

Elev.

Classroom

Circulation

Restrooms

Classroom

Living

Open Office Space

Classroom

Home

Elev. Home

Classroom

Classroom Mech. Digital Technology Lab

Home

Second Level Home

Home

Circulation

Living

Home

Circulation

Third Level

Living

Home

Restrooms

Home

Circulation Mech.

Elev.

Restrooms

Home Music/ Home

Theater Performance Terrace Outdoor Green SpaceSpace

Balcolny Home

Home

Terrace Outdoor Green Space

Mech.

Living

Balcolny Home

Home Circulation

Mech.

Fold-out Bleachers

Elev. Home

Open Office Space

Terrace Outdoor Green Space

Open Office Space

Circulation

Home

Terrace Outdoor Green Space

Open Office Space

Private Office Space

Terrace Outdoor Green Space

Home

Home Home

Meeting Rooms/ Event Space

Dance/

irculation

Field:Athletic/ Cultural Events

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

Parking/ Loading Area

Home

Classroom

Restrooms

Mech.

Elev.

Living

Elev.

Circulation

Second Level

Restrooms

Open Office Space

Balcolny

Open Office Space

Private Office Space

Meeting Rooms/ Event Space

Elev.

Meeting Rooms/ Event Space Terrace Outdoor Green Space Living

Terrace Outdoor Green Space

Living

Classroom

Circulation Meeting Rooms/Classroom Mech. Digital Event Space Technology Lab

Terrace Outdoor Green Space Field:Athletic/ Cultural Events Private Office Space Meeting Rooms/ Event Space

Main Level

Meeting Rooms/ Event Space

SQ. FT. PERCENTAGES

Circulation

Vocational Service/ Retail

Classroom

Classroom Mech. Digital Technology Lab Living

Circulation

Vocational Service/ Retail

Circulation

Storage Fridge Vocational Service/ Retail

Classroom

Living

Meeting Rooms/ Event Restrooms Elev.Space

Living

Elev.

Private Office Space

Classroom

Terrace Outdoor Green Space

Circulation

Living 30,000 SQ. FT.

Elev.

Circulation

Vocational Workshop

Restrooms

Parking/ Loading Area

Dinning

Elev.

Living

Circulation

Kitchen/ Teaching/ Catering/ Food Sales

Classroom

Private Office Space

Terrace Outdoor Green Space

Storage Fridge Elev.

Reception

5,000 SQ. FT.

Circulation

Reception

Classroom

Private Elev. Office Space

600 SQ. FT.

Vocational Service 300 SQ. FT.

Circulation

Vocational Service

Circulation

Vocational Service

Circulation

Vocational Service/ Retail

Circulation

Vocational Service/ Retail

Circulation Total

Living Vocational Service/ Retail

Restrooms

Vocational ServiceRoom Laundry

Home

Third Level

Living

Home Home

Elev. Elev.

Restrooms Restrooms

Home

Gymnatorium

Circulation

Vocational Service/ Retail

4,000 SQ. FT. . 13 Living

Parking/ Loading Area

Circulation

Vocational Service/ Retail

2,000 SQ. FT. + not bldg SQ. FT.

Reception/ Mail Collection

Adjacencies Chart Vocational Service/ Retail

200 SQ. FT.

Circulation

Mechanical

Circulation

Parking

Circulation

Mechanical

Restrooms

Performance Space

Loading Area

Storage Long Term

Storage Short Term

Catering

Feild:Athletic/ cultural

Food Sales

Dinning Room

Staff Lounge

Teaching Kitchen

Kitchen large event

Library

Classrooms

Athletic Feild

Locker w/ Showers

Physical Activity Room

Art gallery

Mail Collection Area

Reception

Selling goods/ services

Vocational/ Art Studio

Conference/ Convention

Teaching Workshop Rooms

Office Space

Meeting Rooms

Circulation

Circulation Circulation

Reception Selling goods/ services

PROGRAMING

PERCENT OF BLDG

Terrace Outdoor Green Space

Circulation

Vocational/ Art Studio

SQUARE FOOTAGE

Home

Fold-out Stage

SPACE

Workshop Rooms

Circulation

Conference/ Convention Rooms 50-300

Mech. Mech.

Adjacencies PochĂŠ/ Diagram Storage

Circulation Living

PROGRAMING Subterranean Gymnatorium Fold-out Bleachers

Elev.

100 Restrooms

• Conservation, enhancement, and vitality of areas of the City with special scenic, architectural, or cultural value. • Creation of design districts and guidelines as part of community planning projects. • Requiring design review or compliance with the Community Design Standards. • Ensures that certain types of in-fill development will be compatible with the neighborhood and enhance the area.

THE EAST CORRIDOR PLAN DISTRICT

SITE ANALYSIS AND SITE SELECTION CRITERIA

Mild slope: 0.5ft : 10ft, Six Trees: clustered at street face

309

387

388

391 390 389

Topography:

• Three light rail stations and • Three Pedestrian Districts. • Area is targeted to receive a significant share of the city’s growth. • Future development will transform the areas surrounding the light rail stations into vibrant mixed-use areas of retail, office, and housing with a high level of pedestrian amenities. • Lower density residential and commercial development will inchcontinue to surround the Pedestrian Districts. Rise per Ten foot Run.

Criteria that moved the sites down from 42 to 5:The processing criteria by which some sites were discarded and others where retained

• Encourage new housing and mixed use development • Expansions of existing development to promote the corridor’s

growth and light rail transit ridership. Zoning allowable• uses Promote compatibility between private and public investments

149.25’

SUMMARY OF ANALYSIS:

305

Site 2

Christopher roCkhill|ArCh 582|Design stuDio|spring 2013

302

303

304

306

308 307

309

149.25’

Proximity to public transit Many households do not own a car Those that do own a car, it is at work all day with the bread winner.

PREFERRED SITE 4:

Proximity to center of cultural groups being served There is to be equal access to everyone

Reasoning behind selection of preferred site 4

Town

Urban Renewal Area Lents Town Center

• The Portland Development Commission making Portland one of America’s most livable cities, helps • state-authorized, redevelopment and finance program Overlay d Promotes• the Encourage new housing and mixed use development Portland realize capital projects – parks, streetscape • help communities improve and redevelop areas that are • Expansions of existing development to promote the corridor’s growth and light rail transit • Conservation, enhancement, and vitality of area improvements, COMMUNITY CENTERS –that • physically deteriorated, suffering economic stagnation, ridership. • Requiring design review or compliance with the would not happen on their own unique to each • unsafe orMinimal poorly planned. slope: 4ft : 150ft, . • Promote compatibility between private and public investments along the light rail system through SITE 1: 340 NE 122ND AVE 8.3 Community Design enhanced Standards. urban renewal area, commercial, retail/institutional, • The Portland Development Commission making Portland building design and site layout standards. Trees: minimal natural, medium landscaped • Ensures that certain types ofthein-fill development will • Implement objectives of Pedestrian Districts residential/mixed use, streets, mass transit and one of America’s most livable cities. Mild the pedestrianand experience andslope: 0.5ft : 10ft, Six inch Rise per Ten foot Run. be compatible with• Enhance the neighborhood enhance parks development. • PDC helps Portland realize capital projects – parks, • Access to and from light rail service Trees: clustered at streetscape street face the area. (Mixed Commercial/Residential) promotes development that community centers –that • Encourage connectivity for vehicles, bicycles, and pedestrians on large CM sites.improvements, • Combines commercial housing uses on a single site. of Max line Stop to Area Schools would not happen on their own uniqueand to each urban Proximity Maximum FAR 1 to 1 The East Corridor plan district renewal area, commercial, retail/institutional, • Allows increased developmentresidential/ on busier streets w/out fostering strip • After school aprogram Maximum Height 45 ft. • Three light rail stations and mixed use, streets, mass transit and parks development. Min. Building Stbks 0 ft. commercial Support transit use, provide a buffer between • Vocational educationbusy CX (Central Commercial) intended to provide for appearance. • Three PedestrianMax.Building Districts. Stbks 10 ft. Recreation • growth. Commercial development within streets Portland’s most urban andneighborhoods. intense areas. and residential Provide new• housing opportunities in • Targeted to receive a significant of city’s Building Coverage shareMin. of 50%of site area • Maximum FAR 1 to 1 • A broad range of uses is allowed to reflect Portland’s role as a commercial, cultural and governmental center. the City. Min. Landscaped • Future development will transform theNone areas • Maximum 45 ft.with high coverage, placed • Development is intended to beHeight intense with large buildings close together. • very Nonresidential uses is primarily locally oriented retail, service, and office Proximity to Open Green Space surrounding the light rail stations into vibrant mixed• Development is intended to be pedestrian-oriented street-scape. • Min. Building Setbacks 0 ft.with a strong emphasis on a safe and attractive • Recreation uses. use areas of retail, office, and housing with a high • Max. Building Setbacks 10 ft. Outdoor • Other uses are allowed to provide a variety of uses• that may event locatespace in level of pedestrian amenities. Overlay d Promotes• the Building Coverage Min. of 50%of site existing buildings. • Encourage new housing and mixed use development O pportunity for Expansion as Funds Become • Conservation, enhancement, and vitality of areas of the City with special scenic, architectural, or cultural value. area • Promote compatibility between private and public Development consist primarily of businesses on the ground floor with • Creation of design districts and• guidelines as part of community Available • Min. Landscaped Noneplanning projects. with Community Design Standards. investments along the light rail system through• Requiring design review or compliance housing onthe upper stories. • 14740 E BURNSIDE ST 8.5is intended to be pedestrian-oriented • 2: Ensures that certain types of in-fill development will be compatible with the neighborhood and enhance the area. enhanced building design and site layoutSITE standards. • Development close to /Residential) CMwith (Mbuildings ixed Commercial • • Pedestrian Districts and oriented to the sidewalk, especially at corners. • Commercial and housing uses on a single site. Site 5 is zoned R10 (Residential 10,000) • Enhance the pedestrian experience and • Support transit use, provide a buffer between busy • alternative development options allow for variety • Access to and from light rail service streets and residential neighborhoods. • Three light rail• stations sensitiveand to the environment, Especially in hilly areas • Encourage connectivity for vehicles, bicycles, and • Pedestrian-oriented development with water features and natural drainage ways • Three Pedestrian Districts. pedestrians on large sites. • Buildings close to and oriented to the sidewalk. • Preservation of open and natural areas; • Area is targeted to receive a significant share of the city’s growth. Urban renewal is a state-authorized, redevelopment and finance program • Promote better site layout and opportunities forthe private • Future development will transform the areas surrounding light rail stations into vibrant designed to help communities improve and redevelop areas thatmixedare • Maximum FAR 4 to 1 Highest population of non-white stakeholders recreational areas; use areas of retail, office, and housing with a high level of pedestrian amenities. • Maximum Height 75 ft. • physically deteriorated, • Opportunities for affordable housing; • Lower density residential commercial development will continue to surround the Pedestrian • Min. Building Setbacks 0 ft. • and suffering economic • Energy-efficient development; andstagnation, Solidify positive direction to developing area • Max. Building Setbacks none Districts. or of poorly planned. • Allow for • theunsafe provision alternative structure types Christopher roCkhill|ArCh 582|Design stuDio|spring • Pedestrian District 10 ft. On therole confluence The Portland Development Commission plays a major in makingof Three districts where density standards are met. • Building Coverage No Limit • Encourage new housingPortland and mixed development one of America’s most cities, Powellhurst, Lents and emerging Rosewood • Reduce the impact thatuse new development maylivable have on • Min. Landscaped None • Expansions of existing development promote the corridor’s growth and light rail transit • Urban renewal as a tool to focus public attention and resources in specific surrounding Residentialtodevelopment. • Parking Not Required 301

103.4’

103.01’

N 89º 37’ 26” E

Site 1

CM (Mixed Commercial/Residential) promotes development that along the light rail system through enhanced building design and • Combines commercial andsite layout standards. housing uses on a single site. • Implement the objectives of Pedestrian Districts • Allows increased development on busier streets w/out fostering a strip commercial appearance. • Enhance the pedestrian experience and Support transit use, provide a buffer between busy streets and residential neighborhoods. • Access to and from light rail service Provide new housing opportunities in the City. • Encourage connectivity for vehicles, bicycles, and pedestrians on • Nonresidential uses is primarily locally oriented retail, service, and office uses. large sites. • Other uses are allowed to provide a variety of uses that may locate in existing buildings. • Development consist primarily of businesses on the ground floor with housing on upper stories. Maximum FAR 4 to 1 • Development is intended to be pedestrian-oriented with buildings close to and oriented to the Maximum Height 75 ft. sidewalk, especially at Min. corners. Building Stbks 0 ft. Max.Building Stbks none Pedestrian District 10 ft. THE EAST CORRIDOR PLAN DISTRICT Coverage No Limit • Three light rail stations Building and Min. Landscaped NoneSite 2 The East Corridor plan district • Three Districts. Site 1 and 3 are zoned CXPedestrian Commercial development Parking Not Required • Area is targeted to receive a significant share of the city’s growth. • A broad range of uses is allowed • Future development will transform the areas surrounding the light rail stations into vibrant mixed• Development is intended to be very intense with large Site 4 Urban Renewal Area Lents use areas of retail, office, and housing with a high level of pedestrian amenities. buildings with high• coverage, close together. development will continue to surround the Pedestrian Lower densityplaced residential and commercial Center Districts. • Pedestrian-oriented development

Zoning Allowable uses Lot coverage Height restrictions Setbacks FAR - to allow minimum SQ. FT. for programs

Topography:

ZONING ALLOWABLE USES

Topography Different programs require different topography Some of the most interesting programs come from the most topographically challenged sites

ZONING ALLOWABLE USES

Site 3

Topography:

• High slope: 1ft : 2ft, One foot Rise per Two foot Run. • Trees: clustered at street face

Christopher roCkhill|ArCh 582|Design stuDio|spring 2013

Context services building typologies Depending on the proposed programs commercial vs. Residential vs. mixed use, was often a deciding factor in site selection

THE EAST CORRIDOR PLAN DISTRICT

Site 4

URBAN RENEWAL AREA LENTS TOWN CENTER ZONING ALLOWABLE USES

R10 (Residential 10,000)

Alternative Development Options

2013

The alternative development options allow for variety in development standards while maintaining the over neighborhood.

ridership. areas of the city. Providing alternate opportunity to youth • PDC helps Portland realize capital projects – parks, streetscape • Promote compatibility between and public investments along the light rail system through Environmental (P) private and (C) overlay zones involved in gang activity near 82nd and Powell improvements, community centers –that would not happen on their • Protect resources andlayout functional values that providing enhanced building design and site standards. benefits to the public. unique toDistricts each urban renewal area, commercial, retail/institutional, ofown Pedestrian Site 2 and 4 are zoned CM (Mixed Commercial/ • Implement the• objectives Provide forexperience development that is use, carefully designed be and parks development. residential/mixed streets, masstotransit • Enhance the pedestrian and Residential) promotes development that sensitive torail theservice site’s protected resources. • Access to and from light • Combines commercial and housing uses on a single • Development will be approved in the environmental • Encourage connectivity for vehicles, bicycles, and pedestrians on large sites. site. protectionMaximum zone only FAR in rare and unusual 1 tocircumstances. 1 • Allows increased development on busier streets • The Environmental Protection overlay zone Maximum Height 45 ft. is applied • Support transit use, provide a buffer between busy wherever the City determines that highly significant Min. 0 ft. Maximum FAR 1 to 1Building Stbks streets and residential neighborhoods. resourcesMax.Building and functionalStbks values are present. 10 ft. Maximum Height 45 ft. • Pedestrian-oriented development Johnson Creek Plan District (JC) Building Coverage Min. of 50%of site area • Buildings close to and oriented to the sidewalk, Min. Building Stbks 0 ft. Basin • development of lands which are subject to a number of Min. None Max.Building Stbks 10 ft.Landscaped Building Coverage Min. of 50%of site area Min. Landscaped None

These options have several public benefits:

Site 5

• Development which is more sensitive to the environment, Especially in hilly areas and areas with wate • Preservation of open and natural areas; • Promote better site layout and opportunities for private recreational areas; • Opportunities for affordable housing; • Energy-efficient development; and • Allow for the provision of alternative structure types where density standards are met. • Reduce the impact that new development may have on surrounding Residential development. SITE ANALYSIS AND SITE SELECTION CRITERIA

SITE 4: 90TH AND POWELL

8.9

200

SITE 4: 90TH AND POWELL Zoning allowable uses continued CM (Mixed Commercial) Commercial Categories • Household Living: Yes • Group Living: L/CU [1] • Retail Sales And Service: L [4] ... [4] = ...New development. At least one square foot of residential development is required for each square foot of limited nonresidential floor area. • Office L [4] • Quick Vehicle Servicing No • Vehicle Repair No • Commercial Parking No • Self-Service Storage No • Commercial Outdoor Rec. Yes • Major Event Entertainment No... ...Exceptions. 1. Exhibition and meeting areas with less than 20,000 square feet of total event area are classified as Retail Sales And Service. 2. Banquet halls that are part of hotels or restaurants are accessory to those uses, which are included in the Retail Sales And Service category. 3. Theaters, including drive-in theaters, are classified as Retail Sales And Service. • Manufacturing & Production L/CU [4, 5] • Wholesale Sales L/CU [4, 5] • Industrial Service No Institutional Categories • Basic Utilities Yes/CU [10] • Community Service L/CU [8] • Parks And Open Areas Yes • Schools Yes • Colleges Yes • Medical Centers Yes • Religious Institutions yes • Day-care Yes Other Categories • Agriculture L [13] • Radio Frequency Transmission Facilities L/CU [9]

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

CHARACTERISTICS. RETAIL SALES AND SERVICE Firms are involved in the • Sale, lease or rent of new or used products to the general public. • Provide personal services or entertainment, • PRODUCT REPAIR or services for consumer and business goods. Accessory uses may include • Offices, • STORAGE OF GOODS, • MANUFACTURE or repackaging OF GOODS FOR ON-SITE SALE, • Food membership distribution, and parking. Examples include uses from the four subgroups listed below: • Sales-oriented: Stores selling, leasing, or renting consumer, home, and business goods including ART, ART SUPPLIES, BICYCLES, and FARMERS MARKETS; and sales or leasing of consumer vehicles • Personal service-oriented: Branch banks; urgency medical care; laundromats; photographic studios; photocopy and blueprint services; hair, tanning, and personal care services; business, martial arts, and other TRADE SCHOOLS; DANCE OR MUSIC CLASSES; taxidermists; mortuaries; veterinarians; kennels limited to boarding, with no breeding; and animal grooming. • Entertainment-oriented: RESTAURANTS, CAFES, DELICATESSENS, TEMPORARY LODGING WITH AN AVERAGE LENGTH OF STAY OF LESS THAN 30 DAYS. < REFUGEE AND IMMIGRANT HOTEL • In certain situations, hotels and motels may be classified as a Community Service use, such as short term housing or mass shelter. See Community Services. Zoning allowable uses continued CM (Mixed Commercial) L = Limited Use, [4] = 33.130.253 Additional Requirements in the CM Zone A. Purpose. These regulations encourage new mixed-use and residential development. They also provide for small amounts of existing nonresidential uses to remain as allowed uses, and to allow limited expansions to ensure their viability. B. Where these regulations apply. The regulations of this section apply to sites in the CM zone where any of the floor area is, or is

proposed to be, in Retail Sales And Service, Office, Manufacturing And Production, or Wholesale Sales uses. For the purposes of this section, these uses are called limited nonresidential uses. C. Adjustments. Adjustments to the regulations of this section are prohibited. D. Measurements. For the purposes of this section, measurements are as follows: • Parking excluded. Floor area does not include area devoted to structured parking. • Residential common areas. Areas shared exclusively by residential uses such as hallways, stairs, and entries are included in residential floor area. • Other common areas. Areas shared by residential and nonresidential uses, such as hallways, stairs, and entries, are included in nonresidential floor area. • Balconies. Balconies are included in residential floor area if the balcony serves only residential units and is at least 48 square feet in area and at least 6 feet long and 6 feet wide. • New development. FOR NEW DEVELOPMENT, AT LEAST ONE SQUARE FOOT OF RESIDENTIAL DEVELOPMENT IS REQUIRED FOR EACH SQUARE FOOT OF LIMITED NONRESIDENTIAL FLOOR AREA. • [8]. Community Services. This regulation applies to all parts of Table 130-1 that have a [8]. • Most Community Service uses are allowed by right. Short term • housing and mass shelters may be allowed by right if they meet certain standards, or may be a conditional use. See Chapter 33.285, Short Term • Housing and Mass Shelters. • Maximum occupancy. Mass shelters may have up to one shelter bed per 35 square feet of floor area. Adjustments to this standard are prohibited. • Maximum Number of Shelter Beds CM = 25

[5] Industrial size limitation. • Utility Scale Energy Production is a conditional use. • Other uses, • Individual uses are limited to 10,000 square feet of floor area exclusive of parking area.

• •

Allowed but limited in size to assure that they will not dominate the commercial area To limit their potential impacts on residential and commercial uses.

• [1] General regulations. All Group Living uses except for alternative or post • incarceration facilities, are allowed by right subject to the regulations of • Chapter 33.239, Group Living.

FLOOR AREA RATIOS DEFINITION - SECTION 91.2.82. FLOOR AREA RATIO. (Amended by O-3291; O-3319) • In calculating the Floor Area Ratio (FAR), the measurements from outside wall to outside wall, using gross square footage shall be used. The gross square footage • Includes the area of all floors of the main structure, accessory structures and habitable attic area, • Excluding basements, covered porches, patios and balconies enclosed on not more than two (2) sides, and chimneys. •

•

Stairwells and floor area in portions of the structure where the distance between any floor and roof directly above it is seventeen (17) feet or more shall be counted twice. If the distance between any floor and roof directly above it is twenty-six (26) feet or more, the floor area shall be counted three (3) times. For purposes of this section, basement shall mean any habitable area located below any story which has a finished floor level not more than three (3) feet above finished grade, excluding any berms or raised planters, and which does not have windows more than eighteen (18) inches above finished grade at any point along the perimeter of the building.

Maximum FAR 1 to 1 Maximum Height 45 ft. Min. Building Setbacks 0 ft. Max. Building Setbacks 10 ft. Pedestrian District 10 ft. Building Coverage Min. of 50%of site area Min. Landscaped None Parking Not Required

REVIEW OF RELEVANT LAWS AND STANDARDS

300

DESIGN GOALS 1. Master & Apprenticeship Vocational Education + Service to Community • Work experience - Bridging the gap between high school/ college and the workforce. - Most employers want some previous work experience and many prof of employment. - Immigrants and refugees may be unfamiliar with the local skills of employment and have no prof of previous employment. • Service to the public - work experience will be in direct service to the public community - We participate in community through the provision/ consumption and exchange of services. - This is a real job that you get paid for while learning the trade. • New to the community - Service ties you in way faster than consumption, as more people are coming to you • Outcomes - Educating immigrants and youth of local trades and customs. - Educating locals and youth of foreign trades and customs. - Work experience - Service to the public/community - Multi-cultural exchange of knowledge/ skills/ A REAL JOB/SETS STANDARDS FOR THE WORK FORCE IN LABOR/ TIME/ PAYMENT/... - Monetary for product/ service/ time ESTABLISHING ROOTS AS A MEMBER OF THE COMMUNITY BY PROVIDING SERVICE TO IT. ALSO RETAIL AND SERVICES ARE ECONOMIC GENERATORS FOR THE CULTURAL CENTER. - The government will support this, as it is the fastest way to get people working/ housed and taxed. 2. Cultural Orientation

Lecture/ seminar education

•

Classroom of 25-50 people teaching culture orientation. Educating refugees on the new American culture, laws, navigating the system, learn rights and responsibilities, and learn new life skills. - Educating immigrants and youth of local trades and customs. - Educating locals and youth of foreign trades and customs. 3. Administrating Base of operations for East Portland Cultural Groups •

Office for Information Bank/ resource center. Community organizing.

4 Transitional Live/Work Housing • • •

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

Storage: Need 500 square footage for long-term storage of furniture for refugees. The truth is around 200-300 Iraqis come into Portland each year? BTW there are about 1500 new refugees that come to Portland every year from all around the world. The short term need for storage for refugee furniture is really a long term need for refugee and immigrant housing

DESIGN GOALS

400

DESIGN THINKING Questions asked during design process. How can we cultivate Cultural Orientation while providing service to the community? How do you create synergetic public space of recreation, facilitation and vocation?

MAIN

ble Strategies:

Parti used to interpret project. Cultural transition and tradition. Imagrants need to learn their rights and responsibilities, also have a great knowledge of traditional skills to share with the local culture. The multicultural center is to be a safe haven of transitions and exchange of cultural tradition.

Sustainable Strategies:

on stairs double as egress

*Circulation stairs double as egress DINNING

e impervious lot coverage parking

*Minimize impervious lot coverage *pervious parking

e FAR

*Maximize FAR

e Housing over cation cultural center

*Maximize housing over retail/education cultural center

e heat gain and glair w/ glazing on east and west nd awnings/light shelves on ern facade

*Minimize heat gain and glare w/ minimal glazing on east and west facades and awnings/light shelves on the southern facade

e natural lighting by maxiazing to the indirect solar of the sky dome to the

Points of view considered in the built context,behind selection of preferred site 4 Social, Proximity of Max line Stop to Area Schools • After school program • Vocational education • Recreation

*Maximize natural lighting by maximizing glazing to the indirect solar radiation of the sky dome to the north

old growth trees

Proximity to Open Green Space • Recreation • Outdoor event space

*Retain all old growth trees

Economic, Urban Renewal Area Lents Town Center

• The Portland Development Commission making Portland one of America’s most livable cities, helps Portland realize capital projects – parks, streetscape improvements, COMMUNITY CENTERS –that would not happen on their own unique to each urban renewal area, commercial, retail/institutional, residential/ mixed use, streets, mass transit and parks development.

Opportunity for Expansion as Funds Become Available

ble Strategies:

on stairs double as egress

CM (Mixed Commercial/Residential)

• Commercial and housing uses on a single site. • Support transit use, provide a buffer between busy streets and residential neighborhoods. • Pedestrian-oriented development • Buildings close to and oriented to the sidewalk.

mber construction reduce ons of concrete and prosteel

e impervious lot coverage parking

Neighborhood,

e FAR

• Highest population of non-white stakeholders • Solidify positive direction to developing area • On the confluence of Three districts Powellhurst, Lents and emerging Rosewood • Providing alternate opportunity to youth involved in gang activity near 82nd and Powell

e Housing over cation cultural center

e heat gain and glair w/ glazing on east and west nd auxilery circulation acts ves from the southern sun urtyard facade

e natural lighting by maxiazing to the indirect solar of the sky dome to the

S C A LE : NTS .

old growth trees

GARDEN/ PLAY FIELD Christopher Rockhill|Arch 582|Design Studio|Spring 2013

N O R T H

Sustainability: site was selected on a brown field: land previously used for industrial purposes or some commercial uses. The land may be contaminated by low concentrations of hazardous waste or pollution, and has the potential to be reused once it is cleaned up. design conclusions: The simplicity of the double loaded corridor amalgamated with the enclosure of the courtyard and the porosity of the plaza, and the opportunity for expansion.

DESIGN THINKING

500

CEDAR SHAKE SHINGLES ( 12" EXPOSURE) OVER MIN. 1/2" AIRSPACE, OVER 1/8” VAPOR BARRIER AS REQUIRED OVER 15/32" APA RATED SHEATHING OVER 2x8’s @ 16” O.C.

Opportunity Available

for

Expansion

Funds Become

CM (Mixed Commercial/Residential)

1 1/8" T&G FLOOR SHEATHING OVER 17 7/8" TJI's @ 24" O.C.

HVAC SYSTEMS RUN THROUGH TJI FLOOR & CEILING PLENUM

design conclusions: The simplicity of the double loaded corridor amalgamated with the enclosure of the courtyard and the porosity of the plaza, and the opportunity for expansion. STOREFRONT GARAGE DOOR AWNINGS

VOCATIONAL BICYCLE RETAIL/REPAIR

PASSIVE LIGHT WELLS

OUTDOOR LIVING ROOM

North south Section

Opportunity for Expansion as Funds Become Available

Building enclosure planning REC. ROOMS

LOCKER ROOM/ SHOWERS

CEDAR SHAKE SHINGLES ( 12" EXPOSURE) OVER MIN. 1/2" AIRSPACE, OVER 1/8” VAPOR BARRIER AS REQUIRED OVER 15/32" APA RATED SHEATHING OVER 2x8’s @ 16” O.C. HIGH EFFICIANCY GLAZING: Glass: 3/4 inch thick overall. Outside Pane: 1/8 inch thick clear with Cardinal 272 low-e coating on #2 surface. Airspace: 1/2 inch, argon filled. Inside Pane: 1/8 inch thick clear. Frame Material: aluminum

STORAGE

1 1/8" T&G FLOOR SHEATHING OVER 17 7/8" TJI's @ 24" O.C.

HVAC SYSTEMS RUN THROUGH TJI FLOOR & CEILING PLENUM

PASSIVE LIGHT WELLS

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

DESIGN THINKING

501

Residential and artist studios complex Paris, F, 1983 Architect: Roland Schweitzer, Paris

Forestry depot Turbenthal, CH, 1993 Architects: Burkhalter Sumi, Zurich

Housing project Regensburg , D, 1996 Architects: Fink + Jocher, Munich

RELEVANT INFORMATION Assessment Rain Screens Comparative Evaluation pros and cons raised by each source as it relates to design. • •

• •

Thermal bridging is reduced because there are no interruptions caused by floor slabs, Temperature fluctuations are minimized due the achievement of higher effective R-values (lower U-Values) therefore creating a much more efficient wall assembly and dramatically reducing the loads on HVAC systems. Interstitial condensation is prevented as vapor pressure and wall temperature restricts condensation to the ventilated cavity. Heat from the sun is dissipated so that the temperature is dispersed in the cavity and ventilated through openings

Residential and artist studios complex Pros: • minimalist apperance • rain screen • reduction in solar gain Cons: • reduction of wall thickness contribution to envelope R-value • lacking civic applicability Forestry Depot Pros: • tectonic expresion • rain screen • reduction in solar gain • air circulation beneath the structure Cons: • reduction of wall thickness contribution to envelope R-value • lacking civic applicability Housing project Pros: • phenomenological light qualities • rain screen • reduction in solar gain Cons: • reduction of wall thickness contribution to envelope R-value • lacking civic applicability Application less glazzed all surfaces of proposed bldg are doublewall rain screen.

NAAB SPC A.7 Figure 9.1: 247.AC.3(5_1) (2) Mihrab Towers in the Western Sudan digital.lib.sun.ac.za.jpg, Figure 9.2: everyculture.com/Sa-Th/Sudan.html, Figure 9.3: Huib Blom - Saoura Koum, Figure 9.4: Buildings Without Architects, Figure 9.5: DjenneRemudding4, Figure 8.6: Great_Mosque_of_Djenné_12

RELEVANT INFORMATION

600

RELEVANT INFORMATION Assessment Double Skin System

Comparative Evaluation pros and cons raised by each source as it relates to design.

Pros: Thermal bridging is reduced because there are no interruptions caused by floor slabs, 4' - 0"

PARAPET 45' - 0"

3' - 5"

ROOF 41' - 0"

8' - 0"

3/0x8/0 TILT TURN OPERABLE GLAZING

Level 3 29' - 0" 1 A120

10' - 11"

6/0 CONTINUOUS STOREFRONT GLAZING

5' - 0"

24' - 9 29/32"

6' - 1 1/4"

DECK/ SUN/RAIN SCREEN

12' - 1 3/16"

Level 2 16' - 0"

8/0x12/0 TILT GLAZING

33' - 8 5/32"

Heat from the sun is dissipated so that the temperature is dispersed in the cavity and ventilated through openings Water droplets are not driven through the panel joints or openings because the rainscreen principle means that wind pressure acting on the outer face of the panel is equalized in the cavity. Therefore, there is no significant pressure differential to drive the rain through joints. Cons: vast thermal bridging is likely introduced by means of continuous furring strips. Options do exist to help reduce the amount of thermal bridging introduced or even eliminate the thermal bridging altogether During extreme weather, a minimal amount of water may penetrate the outer cladding. This, however, will run as droplets down the back of the cladding sheets and be dissipated through evaporation and drainage.

Level 1 0' - 0" FOUNDATION S C A LE : -1' - 6" 1â&#x20AC;?=30â&#x20AC;&#x2122;

wall section 1/8" = 1'-0"

Interstitial condensation is prevented as vapor pressure and wall temperature restricts condensation to the ventilated cavity.

North wall section elevation 1/8" = 1'-0"

Application less glazzed all surfaces of proposed bldg are double-wall rain screen.

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC A.7

RELEVANT INFORMATION

601

11/1/2013 9:40:04 AM

8' - 3 1/2"

TYP. OPAQUE WALL. SEE DETAIL WALL SECTION PG. A120

Temperature fluctuations are minimized due the achievement of higher effective R-values (lower U-Values) therefore creating a much more efficient wall assembly and dramatically reducing the loads on HVAC systems.

0' - 9"

SUN/ RAIN SCREEN

1' - 8 3/4"

3' - 10 13/16"

ORDERING SYSTEMS

Vocational Service Reception Living

Elev. Dinning Vocational Workshop Storage Fridge

Kitchen/ Teaching/ Catering/ Food Sales

Living

Elev.

Classroom

Terrace Outdoor Green Space Meeting Rooms/ Event Space Meeting Rooms/ Event Space

Circulation

Meeting Rooms/ Event Space

Restrooms

Elev.

Classroom

Classroom Mech. Digital Technology Lab

Living

Private Office Space

Open Office Space

Private Office Space

Circulation

Restrooms

Open Office Space

Mech.

Living

Home

Toward the inside there are more support serveses to the public front, that practice cultural orientation and exchange of cultural traditions. Circulation

Home

Circulation

Field:Athletic/ Cultural Events

near the street there are public services such as a resturaunt, bicycle retail/ repair, book exchange, and vernacular furniture and coffee shops.

The south of the property protected by the bldg is a safe open greenscape for recreation and cultural events.

Terrace Outdoor Green Space Circulation

Parking/ Loading Area

Second Level

On the first level

Circulation

Vocational Service

Circulation

Vocational Service/ Retail

Circulation

Vocational Service/ Retail

Circulation

Living Vocational Service/ Retail

Much like the Mapungubwe Interpretation Centre, South Africa there are layers of programing from public to private.

Terrace Outdoor Green Space

The second level

Living

Balcolny Home

Home Circulation

Fold-out Bleachers

the east end offers an open floorplan office to the administration of east portlands multiple cultural groups. Gymnatorium

Main Level

Living

Elev. Home

Home

Home Home

Elev.

Restrooms

Home Terrace Outdoor Green Space

Home

Mech.

Third Level

The west end holds more traditional lecture/ seminar cultural orrientation, such as language accusition and job training. The third floor is pixilated into transitional housing and community indoor and outdoor living spaces.

Subterranean Gymnatorium

Dance/ Music/ Theater Performance Space

TRANSITIONAL

CLASS

COMMUNITY

HOUSING

ROOMS

GROUP ADMIN.

PUBLIC SERVICE

SERVICE

LIVING ROOM

SUPPORT

TRANSITIONAL HOUSING COMMUNITY GROUPS

S C A LE : NTS .

PUBLIC

N O R T H

Christopher Rockhill|Arch 582|Design Studio|Spring 2013

ORDERING SYSTEMS

700

Yakima Valley Farm Workers Clinic

155’- 0”

8’

6’

45’-0” MAX.

0.00’

CURB CUT

2’

KEY:

4’ ±

SANITARY GRAVITY MAIN STORM GRAVITY MAIN

173.00’

STREET LIGHTS BUS STOPS

155.00’

8’ 8’

6’ 6’2’

2’

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.4

2’

4’ ± 2

45’-0” MAX.

155’- 0”

45’-0” MAX.

155’- 0”

6’

- 2.00’

GARDEN/ PLAY FIELD

- 1.00’

155’- 0”

ELECTRIC/PHONE POLE

8’

PLANTER

ROSEWOOD COMMUNITY HEALTH CENTER

SIDEWALK

Existing Site/ Parking Lot

INLETS

S C A LE : 1”=30’

4’ ±

SITE W/OUT PROJECT, 90TH AND POWELL

N O R T H

800

-0.50’

+ 0.00’

boarwalk on peirs

-1.00’ -2.00’

+ 0.00’

-3.00’ -4.00’

-5.00’

-0.50’ -1.00’

-0.50’ -1.00’ -2.00’

-4.00’

GARDEN/ PLAY FIELD

- 0.50’

-3.00’

SPORT FIELD

boarwalk on peirs

- 1.00’

S C A LE : 1”=30’

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.4

SITE WITH PROJECT, 90TH AND POWELL

801

Water Silo Water from the roof and from the south balconies is collected in this 36,000 gallon silo/ tank and is used to flush toilets and irrigate the plants.

BOARDWALK BIO SWALE

Bio Swale Water from the north balconies is scuppered into the Bio Swale under the front boardwalk 6” min. depth mounded earth. Slope to center 1to4 min. 2’ wide X 2’ deep drain rock covered w/ filter fabric, exept in tree wells. 4” ABS overflow drain to street. Stormwater Management

RAIN/ STORM GREY WATER SILO

Watershed Water flows from the building roof through _ dranis. The drains run on the outside of the envelope and discharge and capture away from tne building. The water flows from the roof to the south west corner of the building into a water capture silo used to flush toilets and irregate the plants. The water flows to the north side of the tarraces into the bio swale under the boardwalk. Silo overflow drains into drywell on the south west side and into the sewer on the north side.

45’-0” MAX.

155’- 0”

8’

6’

2’

BIO SWALE

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.4

S C A L E : N T S

2’ ±

WATER SILO

OVERFLOW

N O R T H

SITE SECTION WITH PROJECT, 90TH AND POWELL

802

Yakima Valley Farm Workers Clinic ROSEWOOD COMMUNITY HEALTH CENTER

TOOL SHED

GOODWILL

PLANTER -0.50’

Occupancy :

-1.00’ -2.00’

+ 0.00’

-3.00’ -4.00’

+ Regular/ sesonal events: 300 -5.00’

155’- 0”

Weekend morning: 130 Weekend afternoon: 190 Weekend evening: 210

DMV

+ 0.00’

CURB CUT

Weekday morning: 100 Weekday afternoon: 150 Weekday evening: 160

SIDEWALK

-0.50’ -1.00’

-0.50’ -1.00’ -2.00’

-4.00’

Parking:

GARDEN/ PLAY Max occupancy will be 300 in the evening FIELD events -3.00’

Half = 150 will take public transit 40 will park onsite and immediate joining streets

- 0.50’

- 1.00’

MCD’S

SPORT FIELD

neighboring DMV can hold up to 50 adjacent Goodwill can hold up to 30 but might not be willing to donate spaces

S C A LE : 1”=50’

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.4

PARKING, 90TH AND POWELL

803

55 131

OCCUPANCY 2

188 SF

212 SF

211 SF

213 SF

211 SF

R OCCUPANCY 2

212 SF

128

R OCCUPANCY 2

231 SF

OCCUPANCY 20

796 SF

795 SF

Occupancies (uses) Level 1: A-2 + B. A-2 is the most restrictive of the height, area and fire-protection requirements of the multiple occupancies under consideration. Notes: A (Assembly) only kicks in if you have 50 or more occupants in a space.

A-2 Occupancy = 4900 sqft/30 sqft per occupant = 164 occupants B Occupancy = 6900 sqft/200 per occupant = 35 occupants

4398 SF

OCCUPANCY 4.5

257 SF

240 SF

258 SF

259 SF

257 SF

259 SF

258 SF

248 SF

B OCCUPANCY 20

Not Enclosed

OCCUPANCY 20

760 SF

0’ 23

Not Enclosed

R OCCUPANCY 8.5

Any occupancy that is less than 10% of a given floor area is an accessory use that does not need to be separated from the primary occupancy.

610 SF

R OCCUPANCY 8.5

609 SF

R OCCUPANCY 8.5

Construction type: IV HT (Heavy Timber) What this mean in terms of exposed structural elements and other fire rated construction requirements_________ Maximum building area 15,000 sqft per story, L1 actual 11800 sqft

609 SF

Level 3 1/16" = 1'-0"

10/12/2013 8:27:17 PM

10/12/2013 8:27:24 PM

OCCUPANCY 8.5

609 SF

UP DN

Level 2 1/16" = 1'-0"

Maximum height per occupancy 65 FT Maximum height per zoning code 45 FT Maximum area per occupancy 15,000 SQFT per story of build. Actual building height 45 FT. Actual building area per story 11800. see IBC Table 503. sprinklering not required (per OSSC 504.2)., but sprinklered for added safety

37' - 5 7/8"

OCCUPANCY 2.5

OCCUPANCY 5.25

OCCUPANCY 5.125

462 SF

1034 SF

1022 SF

A-2 OCCUPANCY 58

5' - 0"

1735 SF

•

’

B OCCUPANCY 4.75

MEN

13' - 2"

10' - 4"

190

WOMEN

A-2

349 SF

OCCUPANCY 101

256 SF

3031 SF

957 SF

OCCUPANCY 7.5

1511 SF

1743 SF

Level 1 1/16" = 1'-0"

10/12/2013 8:26:03 PM

B OCCUPANCY 10

Fire rating required for exterior walls and egress stairwells 2hr • (minimum) two egress stairs: are 1/2 the diagonal of floor plans apart (or 1/3 as building is fully sprinklered). • doors swing outward as you exit the building. • egress stairs are properly enclosed • egress stairs discharge directly to the sidewalk (or through a lobby or fire rated hallway). Per OSSC 1018.4, there are no dead ends in corridors more than 20 feet (or 50 feet in a fullysprinklered building) Per OSSC 1018.2, corridors are a minimum of 44 inches wide (this can be reduced to 36 inches if the occupancy is less than 50).

S C A LE : NTS .

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.5.

LIFE SAFETY

900

B ADMINISTRATIVE OCCUPANCY (2.5 PER OSSC B TYPE 304.1) PROJECTED 88

390 SF UP

Occupancies (uses) Bathrooms • number of water closets and lavatories required per floor based on occupancy types Level 1 • A-2 Occupancy = 4900 sqft/30 sqft per occupant = 164 occupants = (4) plumbing fixtures men (4) women • B Occupancy = 6900 sqft/200 per occupant = 35 occupants = (2) plumbing fixtures men (2) women • L1 total fixtures needed within 1 floor = (6) plumbing fixtures men (6) women Level 2 • B Occupancy = 13000 sqft/200 per occupant = 65 occupants = (4) plumbing fixtures men (4) women • L2 total fixtures needed within 1 floor = 4) plumbing fixtures men (4) women Total • Total plumbing fixtures needed between the first and second floor (10). • Total plumbing fixture provided between floors (17) Level 3 • R Occupancy = 1plumbing fixture per residence

16' - 6"

4044 SF

3' - 0"

LEVEL 2 RESTROOMS: NTS

LEVEL 1 RESTROOMS: NTS

ELEV

Section 11 of the OSSC 2010 Oregon Structural Speciality Code accessibility requirements including bathrooms.

ELEV

MECHANICAL ROOM 243 SF

16' - 6"

OPEN TO MECHANICAL VERTICAL CHASE

3' - 0"

1.3. Grab bars are not required to be installed in a toilet room, provided that reinforcement has been installed in the walls and located so as to permit the installation of such grab bars;

LAUNDRY ROOM

Level 3 FOR MECHANICAL 1 1/16" = 1'-0"

Level 2 FOR MECHANICAL 1 1/16" = 1'-0"

LEVEL 2: NTS

LEVEL 3: NTS

17' - 6"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.5.

10/27/2013 1:57:40 PM

10/27/2013 1:57:48 PM

1109.2.3 Lavator ies. Where lavatories are provided, at least 5 percent, but not less than one, shall be accessible . 1109.3 Sinks. Where sinks are provided, at least 5 percent but not less than one provided in accessible spaces shall comply with ICC A117.1. sinks have the proper clearances. • water fountains not required on first and third floor, required on second floor • 5’ turning radius in accessible stalls and other bathroom spaces where it is required. • aisle widths (36” min).

S C A LE : NTS .

UP UP

N O R T H

LEVEL 1: NTS

ACCESSIBILITY

1000

Occupancies (uses) Parking • Required number of accessible parking space(s) with a maximum occupancy of 300 • minimum Required parking (7) accessable • minimum whealchair user only spaces (2) • Provided (13) accessable (2) ADA only

+ 0.00’ -0.50’ + 0.00’ -1.00’ -2.00’

+ 0.00’

•

-3.00’ -4.00’

the route from the parking space to the entry is striped where needed in marking the accessible path.

barrier free entry • accessible main entrance curb cuts •

+ 0.00’

Space accessiblity • All spaces are accessible on all levels. • reach all spaces using the elevator. • There is 18 inches of clearance next to all door hardware.

+ 0.00’

-0.50’ -1.00’

At grade entrances are marked with elevations to show accessability.

-0.50’ -1.00’ -2.00’

OSSC • 1109.6 Elevators. • Passenger elevators on an accessible route shall be accessible and comply with Section 3001.3.

GARDEN/ PLAY FIELD

• 1109.7 Lifts. • Platform (wheelchair) lifts are permitted to be a part of a required accessible route in new construction where indicated in Items 1 through 10. • Their are no Platform (wheelchair) lifts to be installed in accordance with the Oregon Elevator Specialty Code .

- 0.50’ - 0.50’ - 1.00’

• 1106.6 location. • Accessable parking spaces shall be located on the shortest practical accessable rout of travel from adjacent parking to an accessable building entrance.

SPORT FIELD 2010 OSSC

S C A LE : 1” = 30’

P. 279

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.5.

ACCESSIBILITY

1001

STRUCTURAL

TIMBER FRAME - Glu-Laminated 29’ long horizontal spaning members w/ steel knife plate connection to vertical load bearing timber columns.

6 3/4”X30” GLU-LAMINATED BEAMS 16”X16” HEAVY TIMBER COLUMS On 60”x 60”x 24” conc. pads Structural/Finish material: TJI (TRUSS JOIST I-BEAM) interior 19’short horizontal spaning members connect w/ steel TJI hanger/saddle connection to Glu-Laminated beams. finishes/ texture to be raw mat industrial non glossy. critical qualities: bright to reflect as much light into space as possible. 1 3/4”X11 7/8” TJI (TRUSS JOIST I-BEAM)

Concrete shear walls

structural grid lines sit on the centerlines of columns.

Note the symmetric distribution of lateral load resisting systems deployed

ISOMETRIC STRUCTURE

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Use of Precedents, B.9. Structural Systems:

throughout the plan.

STRUCTURAL GRID

1100

10/18/2013 6:52:22 PM

lateral ans seismic load resisting system

STRUCTURAL GRID Shear walls

Structural grid lines sit on the centerlines of columns. 29’-0” Wide X 17’-0” Deep (typ.)

Note the symmetric distribution of lateral

load resisting systems deployed throughout the plan.

H 1

Level 2 FLOOR FRAMING STRUCTURE 1/16" = 1'-0"

10/18/2013 6:51:58 PM

S C A LE : 1/16” = 1’-0”

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Use of Precedents, B.9. Structural Systems:

STRUCTURAL GRID

1101

STRUCTURAL GRID Shear walls structural grid lines sit on the centerlines

of columns.

Note the symmetric distribution of lateral load resisting systems deployed throughout 4x14

12x12

---

the plan.

1 3/4x11 7/8

6.75x30

Level 3 FLOOR FRAMING 1/16" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Use of Precedents, B.9. Structural Systems:

10/18/2013 6:52:10 PM

S C A LE : 1/16” = 1’-0”

N O R T H

STRUCTURAL GRID

1102

PORTLAND, OREGON, USA, 45°36’N, 122°35’W, 12 m (39 ft) Portland, Oregon has a mediterranean climate that is mild with dry, warm summers and moderate seasonality (Köppen-Geiger classification: Csb) According to the Holdridge life zones system of bioclimatic classification Portland, Oregon is close to the warm temperate moist forest biome. TEMPERATURE The mean annual Temperature is 12 degrees Celsius (53.6 degrees Fahrenheit). Total annual Precipitation averages 921.9 mm (36.3 in). weatherspark.com

Aug Jul

Jun Sep May

Oct Apr Mar Nov Feb

Dec Jan

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

BIOCLIMATIC CHART

3000

SKY COVER The median cloud cover ranges from 16% (mostly clear) to 100% (overcast). The sky is cloudiest on December 18 and clearest on August 9. The clearer part of the year begins around June 19. The cloudier part of the year begins around October 5. weatherspark.com

TEMPERATURE The mean annual Temperature is 12 degrees Celsius (53.6 degrees Fahrenheit). Total annual Precipitation averages 921.9 mm (36.3 in). SUN Annual sunshine averages 1953 hours portland.climatemps.com

The average warmest month is July. The highest recorded temperature was 106°F in 1981. December is the average coolest month. The lowest recorded temperature was 8°F in 1989. PRECIPITATION The maximum average precipitation occurs in December

PRECICETATION

TodayAreas of patchy fog early. Morning clouds will give way to afternoon sunshine. High 73F. Winds NE at 5 to 10 mph. Tonight Clear to partly cloudy. Areas of patchy fog developing.

WIND: PORTLAND OREGON

Low 46F. Winds NE at 5 to 10 mph.

weather.com

WIND Over the course of October typical wind speeds vary from 0 mph to 13 mph (calm to moderate breeze), rarely exceeding 21 mph (fresh breeze). The highest average wind speed of 7 mph (light breeze) occurs around October 31, at which time the average daily maximum wind speed is 13 mph (moderate breeze).

SKY COVER

SOLAR ACCESS

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

The lowest average wind speed of 6 mph (light breeze) occurs around October 7, at which time the average daily maximum wind speed is 12 mph (gentle breeze).

CLIMATE

3001

Shading masks for on site to better understand solar access and orientation.

PRODUCED BY AN AUTODESK STUDENT PRODUCT W

October 27th 2013 sun rises at

4:12 PM

WINTER SOLSTICE

PORTLAND, OREGON, USA, 45°36’N, 122°35’W, 12 m (39 ft)

6:12 am, sets 4:43 pm

7:11 AM

there are currently no buildings near or tall

December 21

enough to cast shadows on the site 12:00 PM

June 21 10/27/2013 2:53:42 PM

there are trees on site that would cast minimal

4:09 AM

7:22 PM

shadows in the mid morning 1

soalr access

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Sustainable Passive Strategies As you can see in the wind calander at lower left,

PRODUCED BY AN AUTODESK STUDENT PRODUCT

majority of winds in the shoulder seasons when

12:00 PM

passive cooling stratigies will be implemented, come from the

NW, thus orrientatrion of cooling NW.

strategies will be oriented to the

SUMMER SOLSTICE

majority of daylight glazing will be oriented to the 10/27/2013 2:51:07 PM

North and south, capitalizing on high sun in the working hours with minimal glazing to the east and 1

west blocking glare and heatgain, in the morning

soalr access

and evening. PRODUCED BY AN AUTODESK STUDENT PRODUCT W

PRODUCED BY AN AUTODESK STUDENT PRODUCT March E 20 5:49 AM

5:54 PM

SPRING EQUINOX 12:00 PM

soalr access

S C A LE : 1” = 50’

PRODUCED BY AN AUTODESK STUDENT PRODUCT

10/27/2013 2:54:53 PM

12:00PM

5:32 AM

5:41 PM

September 22

FALL EQUINOX 12:00 PM

N O R T H

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

ESE S E

S S E

NNW NW W

NNW NW NW NW W W

soalr access

OCT

NOV

DEC

| ANN

NW S E

ESE S E

| ESE | S | E

PRODUCED BY AN AUTODESK STUDENT PRODUCT

STATION | JAN PORTLAND INT’L AP, OR (KPDX) | ESE PORTLAND-HILLSBORO AP, OR (K | S PORTLAND-TROUTDALE AP, OR (K | E

10/27/2013 2:55:46 PM

1”=50’-0” OREGON PREVAILING WIND DIRECTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCT

Wind Rose: ESE Winds

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

SOLAR ACCESS/ORIENTATION

3002

(DOAS) Dedicated Outside Air System Radiant active chilled beams are more sustainable than radiant passive panels, though both are better than traditional HVAC Radiant Panels last for 50 yrs but cost $10,000 per 6,000 BTUH, Chilled Beams last only 25 yrs, but only cost $1,300 per 6,000 BTUH. For the same effect between the two systems Chilled Beams come in at 1/4 the price of Radiant panels, making them more sustainable.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

A106

10/28/2013 11:53:54 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PENDANT LIGHT HEMISPHER 100W-120V (TYP.)

Level 2 REFLECTED CEILING 1/16" = 1'-0"

S C A LE : NTS .

N O R T H

PRODUCED BY AN AUTODESK STUDENT PRODUCT -

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

HEATING AND VENTILATION

4000

SHOULDER SEASON COOLING Heat flow: showing cooling (shoulder season condition). colling strategies are a combination of both passive, active PARAPET

using the wind to drive any passive 44' - 0"ventilation, please see wind rose and chart below. chilled beams heat

ROOF 41' - 0"

/ cool air handleer unit

(AHU) air circulation at the site of heating/ cooling

Big Ass Fans supplement majorital NW winds. Creating convections designed to push and pull fresh outside air through the building. Level 3 transitional On the third floor the doors to the 29' - 0" housing are lifted 1 1/2”- 2” of the floor to allow a combination of solar chimney effect,

roof venting and air currents to bring fresh air through the residence, under the door draging cool fresh air in and stail hot air out.

Level 2 16' - 0"

Level 1 0' - 0" FOUNDATION -1' - 6"

NS TRANSVERSE SECTION N WING 1/8" = 1'-0"

S C A LE : 1/16”=1’-0”

OREGON PREVAILING WIND DIRECTION STATION | JAN PORTLAND INT’L AP, OR (KPDX) | ESE PORTLAND-HILLSBORO AP, OR (K | S PORTLAND-TROUTDALE AP, OR (K | E

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

ESE S E

S S E

NNW NW W

NNW NW NW NW W W

OCT

NOV

DEC

| ANN

NW S E

ESE S E

| ESE | S | E

Wind Rose: Spring NNW Winds

N O R T H

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

12/1/2013 3:25:25 PM

SHOULDER SEASON COOLING

4001

All vertical floor to floor Building Service Systems run thru grid at (1,C&D)

1) vertical mechanical ceiling)

opening (see reflected

2) Vertical plumbing chases and fixtures 3) Janator/Electrical closet

4) Mechanical closet

17' - 6"

UP UP

E UP

2 Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.11. Building Service Systems

1 HEATING AND VENTILATION

4002

SC B E 304.1) JECTED 88

All vertical floor to floor Building Service Systems run thru grid at (1,C&D)

1) vertical mechanical

chase

2) Vertical plumbing chases and fixtures 3)Electrical chase/closet

16' - 6"

ELEV

16' - 6"

3' - 0"

2 Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.11. Building Service Systems

Level 2 FOR MECHANICAL 1/16" = 1'-0"

HEATING AND VENTILATION

10/27/2013 1:57:40 PM

E 4003

All vertical floor to floor Building Service Systems run thru grid at (1,C&D)

1) vertical mechanical

chase

2) Vertical plumbing chases and fixtures 3)Electrical chase/closet

4) mechanical room 5) Data Closet

LAUNDRY ROOM UP

ELEV

MECHANICAL ROOM 243 SF

OCCUPANCY 8.5

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.11. Building Service Systems

E DN

Level 3 FOR MECHANICAL 1/16" = 1'-0"

10/27/2013 1:57:48 PM

OPEN TO MECHANICAL VERTICAL CHASE

LAUNDRY ROOM

3'x4' (2)x12 SF = 24 SF OPERABLE FOR4004 HEATINGOPENINGS AND VENTILATION

Reflected Ceiling Plan showing the coordination between mechanical systems, lighting, and fire sprinklers.

PENDANT LIGHT HEMISPHER 100W-120V (TYP.)

Lighting self dimming rows of pendant lights, minimize energy use while maximizing optimal lighting.

Level 2 REFLECTED CEILING 1/16" = 1'-0"

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.6 Comprehensive Design, B.8. environmental systems

10/28/2013 11:53:54 AM

Sprinkler System Wet Pipe Fire Sprinkler System with Class III Standpipe System,Vertical Turbine Fire Pump Assembly and Concrete Buried Water Supply Tanks

HEATING AND VENTILATION

4005

ThyssenKrupp Elevator’s Conventional Hydraulic Elevator Max. Travel: Speed: Min. Overhead: over 100 fpm* Min. Pit: Cab Height:

59’-0” 80-200 fpm 12’-0” up to 100 fpm / 12’-3” 4’-0” 7’-11” – 10’-0”

 48”/54” Door – For the 4500, 5000, and 5000H capacity cars the default door width is 48”.

1) Elevator Shaft 2) power unit, and controller. 3)Pit min. 4ft

4) subterranean hydrolic pipe

2 3

ELEV

11/15/2013 12:02:04 PM

MECHANICAL ROOM 243 SF

{3D} DN

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.11. Building Service Systems

Level 3 FOR MECHANICAL 1/16" = 1'-0"

HEATING AND VENTILATION

10/27/2013 1:57:48 PM

OPEN TO MECHANICAL VERTICAL CHASE

LAUNDRY ROOM

4006

SHOULDER SEASON COOLING

L-Plan the thinking behind the L-shape plan is to create a public front courtyard behind and the economic sustainability of opportunity for expansion .

colling strategies are a combination of both passive, active in accordance with bioclimactic chart comfort levels and portland

Oregon prevailing wind dirrection.

Aug

May

using the wind to drive any passive ventilation, please see wind rose and chart below.

Feb

Buildin Bioclimactic Chart

On the third floor the doors to the transitional housing are lifted 1 1/2”- 2” of the floor to allow a combination of solar chimney effect, roof venting and air currents to bring fresh air through the residence, under the door draging cool fresh air in and stail hot air out. Deciduous trees Deciduous trees provide shade in the summer and once there leaves have fallen allow sunlight in the winter, to passivley heat the building

Structural Suoeriority In low-rise construction timber has sustainable superiority. easy of construction, ebodied carbon sequestration not released during manufacture, least embodied enrgy during harvest, manufature and construction. As a result, this wood possesses superior characteristics to new-growth lumber, structurally, aesthetically and higher embodied carbon. ability to be reused: 100%

low VOC finishes 6” lap wood sidding high R-value double skin envelope walls

Site was selected on a brown field: land previously used for industrial purposes or some commercial uses. The land may be contaminated by low concentrations of hazardous waste or pollution, and has the potential to be reused once it is cleaned up.

Wind Rose: Spring NNW Winds

Bio Swale Water from the north balconies is scuppered into the Bio Swale under the front boardwalk overflow drain to street, provides water filtration to the Willamit river.

Christopher Rockhill|Arch 586|Intergrated Systems|Fall 2013|NAAB SPC B.3. Sustainability

Lighting self dimming rows of pendant lights parralel glazing, minimize energy use while maximizing optimal lighting.

Radiant Active Chilled Beams Radiant active chilled beams are more sustainable than radiant passive panels, though both are better than traditional HVAC Radiant Panels last for 50 yrs but cost $10,000 per 6,000 BTUH, Chilled Beams last only 25 yrs, but only cost $1,300 per 6,000 BTUH. For the same effect between the two systems Chilled Beams come in at 1/4 the price of Radiant panels, making them more sustainable.

Stormwater Management Watershed Water flows from the building roof through dranis. The drains run on the outside of the envelope and discharge and capture away from tne building.

Double Loaded Corridor The simplicity of the double loaded corridor allows for maximazation of one path of circulation to access all areas of the building in the least feet necesarry.

12:00PM

Solar Access

Rain/Sun Canopy The rain/sun canopy protects the majority of glazing from sun during peek hours and shading decks and terraces, protects siding and occupants from most driving rain.

Water Silo Water from the roof and from the south balconies is collected in this 36,000 gallon silo/ tank and is used to flush toilets and irrigate the plants. Silo overflow drains into drywell on the south west side and into the sewer on the north side.

SUSTAINABILITY STRATEGIES

5000