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Kierra Morris Design Portfolio

Page 1

Portfolio K i e r r a A. M o r r i s


University of Oregon Bachelor of Architecture

Minor: Planning Public Policy and Management Expected June 2019


Finley Wildlife Reserve River Run Community Center OregonBILDS Truss Design Photography Hand Media


Finley Wildlife Refuge Fall 2018 Stephen Duff and Don Corner Project Media: AutoCAD, Illustrator, Revit

This project looks at adding group and individual sleeping accommodations, a dining hall and classrooms to better suit the needs of the summer camps. It explores custom structural motifs that allude to the forrested area by mimicking the branching structure of branches. All buildings in the project are oriented to the east to capitalize on the view of the sisters. Overall, the design is spread accross approximately 7 acres. Throughout the site there are open clearings to allow for interraction between the users and the natural environment. The project is located in Corvallis, Oregon which requires thicker insulation to promote use in the winter months. Buildings added to the site are composed of double studded walls ďŹ lled with densely packed insulation. All existing buildings are to be referbished to keep the historical value of the site and promote buildings as teachers. Site Layout


Dining Hall Cross Section

Dining Hall Longitudinal Section

Dining Hall Elevation


Dining Hall Column Iteration Model Photographs

Large Classroom Section

Dining Hall and Classroom Plans

Classroom Elevations


Residence Hall Elevations

Residence Hall Cross Section

Residence Hall Plan

Individual Residence Unit Plans

Individual Residence UnitSections


WRB Furring

Kawneer 1” Infill Double-Pane Curtain Wall System

Flashing

Steel Clip

Metal Lap Roofing Furring 7/8” Taped Plywood Sheathing

Wood Wind Bracing

Blocked Infil Fascia Board Exposed Glulam Beam Blocking

Concrete Slab on Grade

Densly Packed Cellulose Insulation Cavity 1x Wood Finish 2x4 Double Header 5/8” Taped Plywood Sheathing 2x4” Stud With Desnely Packed Cellulose Insulation Steel Pin Connection Blocking

Gravel Permeable Drain

2x6 Double Header 2” Air Gap 2x6” Stud With Densely Packed Cellulose Insulation

6” Rigid Insulation

Gypsum

2-Pour Concrete Footing

Glulam Column Piece

Steel Plate Pin Connection For Wind Bracing

Exterior Wood Finish

Joist Hanger 12” Wood Joist 5/8” Sheathing Floor Sheathing

Dining Hall Roof and Awning Detail Densely Packed Cellulose Insulation

Dining Hall Curtain Wall Footing Detail

Site Model Photographs


Metal Lap Roofing

Densely Packed Cellulose Insulation Cavity

5/8” Sheathing Wood Finish

1x Furring

1x Furring Gutter

Taped 7/8” Plywood Sheathing 12” Glulam Beam Metal Joist Hanger

Ridge Beam

Gypsum

Dining Hall Center Roof Gutter and Wall Detail

Fiberglass Batt Insulation


River Run Community Center Summer 2018 Tom Hahn and Fred Tepfer Project Media: Illustrator, Revit

This 13,000 square foot community center is designed based on the poetic nature that surrounds the Willammette Valley. The center is a node that connects the different aspects of the community and acts as a passage through the bike trail at Skinner’s Butte park. It features a trafďŹ c garden for safe learning of best practices when riding a bike and open grass areas for family and community activities. The roof is designed as a pollinator garden and micro-habitat for small animals and insects. It is not intended to be accessible by the public and is watered by a storage tank that holds enough water to keep the roof maintained in the dry summer months. Structurally, the building incorporates an immersion of steel and glu-lam wood. The overall structure of the added bike path is reinforced concrete.


ROOF SHAPE

BUILDING ORIENTATION

86' - 0" - 0" - 0"- 0" 79' 81'80'

0" ' - 0" 8 6' - 0 " 8 45 ' - 0 " 8 83 '' - 0 " 82

- 0" 78' - 0" 77' - 0" 76' - 0" 75' 74'' -- 0" 0" 73 0" 72'' -- 0" 71 ' - 0" 0" 70 ' - 0" 69'' -- 0" 68 - 0" 66' 67 - 0" 65'' - 0" " 643 ' - 00 " 6 '6 2' '-- 0" 60 61 0" 0" 59 ' - 0" 0" 58 ' --- 0" 57' 56' 0" 55' -- 0" 54' 53' -- 00"" 52' 51' -- 0" 0" 50' - 0" 49' 48' 46 47'' -- 0" 0" 45 44'' -- 00 " 43 ' - 0"" 42' - 0" 0" 41' - 0" 40' - 0" 39' - 0" 38' - 0" 37' - 0" 36' - 0" 35' - 0" - 0" 34 ' 33' - 0" 32' - 0"

Site and Roof Plan

Site Context

Orientation ROOF SHAPE

Roof Shape

BUILDING ORIENTATION COMMUNITY INTEGRATION

TOPOGRAPHY IN

Community Integration ROAD

31' -

FARMCOMMUNITY INTEGRATION

0"

30' - 0"

SOUTHERN LIGHT EXPOSURE

ROAD

FARM

RIVER PLAY

TOPOGRAPHY INTEGR

RIVER PLAY

29 '0"

BIKE PATH

RIVER

SOUTHERN LIGHT EXPOSURE BIKE PATH

RIVER

PARTI 28' - 0"

Parti PARTI

27' - 0"

- 0" 26 ' 0" 25 ' 24' - 0"

23' - 0" 22' - 0" 21' - 0" 20' - 0"

19' - 0" 18' - 0"

17'

- 0"

16' 1 4 ' - 0" 15 1 3 ' -- 0" 12 ' - 0 11 ' - 0 " ' 0" 10' --0 " " 0"

9 -0 '-0 " " 7' - 0" 6' - 0" 5' - 0"

8'

- 0" - 0" 4' 3'

PROTECTING LOCAL SPECIES

2' - 0"

Protecting Local Species

0" 1' 0" 0' -

Site


Light

Cross Section WINTER RAIN

Floor Plan

Structural Exploded Axon WATER COLLECTION EXPLODED AXONMETRIC VIEW 1/32”=1’

Water Circulation

SUMMER STORAGE FOR GREEN ROOF


Longitudinal Section

South Elevation

North Elevation


Oregon BILDS House 5 Spring 2018 Tom Hahn Project Media: AutoCAD, Illustrator, Revit, Colored Pencil

Project Consultants & Advisors Tom Hahn: U of Oregon, SAE, Career Instructor Rob Thallon: U of Oregon, SAE, Founder and Director Oregon BILDS Jeff Alden: Trinity Real Estate, Owner Emily Reiman: NEDCO, Exec. Director Peter Begner: Pioneer Engineering

Renderings done by Payton Narancic

Design Team: June Bradley Patrick Emmons Sasha Rubinshteyn Jed Moody Amanda Stanton Claudia Monroy-Benitez Payton Narancic Davin Fitzgerald Kai Miyajima Madison Ault Alyssa Birum Veronica Villareal Cassidy Jones Chasi Lima Kierra Morris Alexa Stewart

This design is an affordbale housing unit located in west Eugene, OR and will be built by the end of summer 2019. The design untilizes advanced framing techniques using light-weight wood framing and incorporates rain water ďŹ ltration techniques. The building also features a smaller front yard to keep in mind that the users of the house are part of lower income demographic and may not have the time or money to maintain it. The backyard is larger for and private area for the tennants. The house is a two bedroom two bath, and is designed to have the potential to convert the garage into an extra bedroom, living area, separate living unit, or space for a private business. ADA accessibility was highly important in this design, so all doors and rooms are accessible for wheelchair access. It strives for exibility to give the tennants the ability to customize and make the space into a home. On this team I was in charge of ensuring the elevations matched the design objectives of the team.


89° 16’04” E S 89 ELEVATION MINIMUM AT BEGINNING OF RAMP = 391’-5”

A1

18’

1’

SITE PLAN 1/8”=1’-0”

SQUARE FOOTAGE PLANTER CONSTANT

5’-6” 2’-6”

4’

A1

1

3 A5.0

A5.0

EXTERIOR FINISH

MEASURED AREA

Nakomoto Forestry Shou Sugi Ban

156 SF

HardiePlank Fiber Cement Lap Siding, 5” & 10.75”

1,003 SF

Certainteed Saint-Gobain Landmark Asphalt Shingles

2,140 SF

S D I B 0.07

33.74

33.39

BACKYARD PATIO DETAIL

4 A1

1 1/2”=1’-0”

RAINWATER PLANTER PLANS

5

1/4”=1’-0”

A1

57.05

Perforated Pipe

Growing Medium

Existing Subgrade

DS

NO

Overflow Filter Fabric

Overflow

YES

Structural Walls

FRONT YARD RAINWATER PLANTER DETAIL

Overflow Elevation

10’ FRONT YAR

Structural Walls Aquaduct

2”

PROJ. # DATE :

Existing Subgrade

Porch Stem Wall

6

BACKYARD RAINWATER PLANTER DETAIL

REV. # Perforated Pipe

Perforated Pipe

DS

A1

1/2”=1’-0”

18’ GARAGE S

Downspout Overflow Elevation

Waterproof Liner

Overflow to Approved Discharge Point

Overflow to Overflow to Approved Discharge Approved Discharge Point Point

REVISION DATE: 3/14/18

RAMP: SLOPE

A1

1/2”=1’-0”

1’-6”

CONCRETE PA

POTENTIAL GR (TOILETS, WAS DRAIN TO SEP

DS

ELEVATIONS

3

1/4”=1’-0”

376 HOPE LOOP, EUGENE, OR 97402

A6.0

1/4”=1’-0”

0.07

2’

WEST ELEVATION

OregonBILDS HOUSE 5

A6.0

815

0.07

Filter Structural Fabric Walls

6” 9’ 2”6” 2’

Existing Soil

Gravel Fill-In

1

NO

Filter Fabric

Geotextile

SOUTHERN ROOF

477

Rainchain

2”

Gravelcrete Concrete Support

Brick Edging

EAST ELEVATION

Back walls

Overflow Elevation

6”

HOUSE F.F. +0’-0”

Gravelcrete Base

3

Overflow

PLANTER REQUIRED?

PLANTER

1 HOUSE F.F. +0’-0”

PLANTER SIZE (FT2)

NORTHEAST ROOF

482 Weir (For overflow)

5’

10”

PRELIMINARYNOT FOR CONSTRUCTION

REFER TO CITY OF EUGENE PLANT MATERIALS LIST FOR APPROVED INFILTRATION PLANTER SHRUBS AND GROUNDCOVER

POINT OF BEG

APPROX. 18’

NORTHWEST ROOF 1 A1

10’

14

GRAVEL PORCH SITE SLOPES TO DRAIN ALL AROUND MIN 1/8:12

SITE

0.5’ 4.5’

1/8”=1’-0”

B

ELEVATION MI RAMP = 391’-5

NATIVE POLLINATOR GARDEN

ROOF LOCATION

10’

8’

13

A

L

STORMWATER PLANTER CALCULATIONS

Lorem ipsum

O

M

WEEP HOLE Preliminary Not For Construction

5’ INTERIOR YARD SETBACKS

REQUIRED RAINWATER PLANTER

9’

J

8’

GRAPES/BLUEBERRIES/ RASPBERRIES

11’

H

G

109.14’

ELECTRICAL

ROOF AND DOWNSPOUT PLAN

RAIN CHAIN

OPTIONAL CHICKEN COOP & RUN

WEEP HOLE

RAIN CHAIN DOWNSPOUT, TYP.

6’-6”

HEAT PUMP

S 89° 16’04” E

6”

2 A1

FRUIT TREES/ORCHARD

SINGLE FAMILY NEW RESIDENCE FF = 392.25 = 0’ 0”

Stormwater: Ground Cover or Shrubs (Refer to City of Eugene Plant Materials List for approved infiltration planter shrubs and ground cover) 4

B DS

HOUSE WINDOW HEAD +8’-0”

P

B G

WATER METER

DRIVEWAY WIT RIBBONS AND

MINIMUM 10’

COLLAR TIE HOUSE WINDOW HEAD +8’-0”

Building Integrated Livable Designs Sustainably

392

EQ

4.5”

S0 2’25”W 2 S0

391

EQ

4.5”

SEWER

815 SQ FT

GARAGE WINDOW HEAD +7’-6”

50’

50’ N269’ 43’56” E

EQ

4”

376 HOPE LOOP, EUGENE, OR 97402

2 A5.0

EQ

OregonBILDS HOUSE 5

4 A5.0

OPTIONAL GARDEN PLOTS

A1

POTENTIAL GREYWATER SYSTEM (TOILETS, WASHER, AND KITCHEN SINK DRAIN TO SEPARATE LINE)

473 SQ FT

4

A1

2”

4 A5.0

CONCRETE PAVERS

DS

A1

3’

1’-6”

EQ

EQ

2’

Native Pollinator Plants: Black-Eyed Susan, Cardinal Flower, Columbine, Euphorbia, Lupine, Shasta Daisy, Crocosmia (Bulb), Daffodil (Bulb), Grape Hyacinth (Bulb), Tulips (Bulb), Astilbe, Bee Balm, Creeping Hummingbird 3 Trumpet,... 5 A1

57.05

RAMP: SLOPE MAX 1:20

CL FF = - 0’-6”

UP

YES

I

2 A5.0

0.07

REQ. RAINWATER PLANTER

EQ

18’

DS

L 513 SQ FT

DS

EQ

3’

0.07 33.39 NO

18’ GARAGE SETBACK 10’ FRONT YARD SETBACK

10’-11 3/8”

0.07 33.74

815

4’

NO

D

1/4”=1’-0”

DS

SOUTHERN ROOF

477

HOPE LOOP

S

PLANTER SIZE (FT2)

Building Intergrated Livible Designs Sustainably

PLANTER CONSTANT

PLANTER REQUIRED?

SOUTH ELEVATION

NORTHEAST ROOF

482

108.5’

Perennials/Shrubs: Lily of the Valley, Blueberries, Raspberries, Oregon Grape, 6 Azalea, Spirea, California Lilac,...

ROOF LOCATION

SQUARE FOOTAGE

APPROXIMATE

STORMWATER

WEEP HOLE

POINT OF BEGINNING

NORTHWEST ROOF

HOUSE F.F. +0’-0”

4

OPTIONAL COMPOST LOCATION

Native Grasses: Blue Grama Grass, Blue Fescue, Japanese Blood Grass, Japanese Forest Grass, Mondo Grass, Pink Muhly Grass, Tufted Hair Grass,...

WATER METER

STORMWATER PLANTER CALCULATIONS

PLANTER

A6.0

ADJACENT RESIDENCE APPROX. 18’

STORMWATER DRAINAGE TO WEEP HOLE

DRIVEWAY WITH 3’ WIDE CONCRETE RIBBONS AND 3’ WIDE GRASS CENTER

MINIMUM 10’

F

E

D

C

APPROXIMATE SES ELECTRICAL BOX

6”

FRONT ENTRY PORCH

APPROX. 42’-6”

APPROX. 22’

392

DOWNSPOUT, TYP. RAIN CHAIN

APPROX. 34’-9” APPROX. 24’

12’

BACK ENTRY AWNING

These drawing and documents were prepared for this project only and are instruments of the Architect’s service. No part hereof shall be copied, duplicated, distributed, used by the Owner, or by others on projects/sites, used to complete this project by others or used to any extent whatsoever except as expressly authorized in writing by (…). The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including international copyright. Any person, firm or corporation receiving this document, however obtained, shall, by virtue of this hereof, be deemed to have agreed to the foregoing restrictions.

Fruit Trees: Plums, Mulberries, Permissions, Dwarf Cherries, Elderberries, etc.

14’-6”

HOUSE WINDOW HEAD +8’-0”

PLANT LIST KEY

APPROX. 6’

PLANT LIST KEY

9’

A5.0

3’

A5.0

These drawing and documents were prepared for this project only and are instruments of the Architect’s service. No part hereof shall be copied, duplicated, distributed, used by the Owner, or by others on projects/sites, used to complete this project by others or used to any extent Fruit Trees: Plums, Mulberries, Dwarf Cherries, Elderberries, etc. whatsoever except Permissions, as expressly authorized in writing by (…). The Architect Grasses: shall Blue be Grama deemed Native Grass,the Blue Fescue, Japanese Blood Grass, Japanese author ofMondo theseGrass, documents Forest Grass, Pink Muhly Grass, Tufted Hair Grass,... and shall retain all common law, statutory and other Perennials/Shrubs: Lily of the Valley, Blueberries, Raspberries, Oregon Grape, reserved rights Lilac,... including Azalea, Spirea, California international copyright. Any person, firm or corporation Native Pollinatorthis Plants:document, Black-Eyed Susan, Cardinal Flower, Columbine, receiving Euphorbia, Lupine, Shasta Daisy, Crocosmia (Bulb), Daffodil (Bulb), Grape however obtained, shall, by Hyacinth (Bulb), Tulips (Bulb), Astilbe, Bee Balm, Creeping Hummingbird virtue of this hereof, be Trumpet,... deemed to have agreed to Stormwater: Ground Cover or Shrubs (Refer to City of Eugene Plant Materials List the foregoing restrictions. for approved infiltration planter shrubs and ground cover)

3’

3

17’

1

513 SQ FT

DS

SEWER

473 SQ FT

WEEP HOLE

REQUIRED RAI

815 SQ FT

ELECTRICAL

HOUSE WINDOW HEAD +8’-0”

BACK ENTRY AWNING

K

L

N

TOTAL LENGTH OF RIDGE VENT: 68’

DOWNSPOUT, TYP. RAIN CHAIN

TOTAL LENGTH OF GUTTERS: 99’

FRONT ENTRY PORCH PLANTER HOUSE F.F. +0’-0”

2 A6.0

NORTH ELEVATION 1/4”=1’-0”

TOTAL INSULATION AREA: WALL (R-28): 1160 SF FLOOR (R-30): 1130 SF ROOF: R-38: 622 SF R-49: 525 SF

PROJ. # DATE :

3/14/2018

REV. #

DS

2

A6.0

A1

6”

ROOF AND DOWNSPOUT PLAN

1 A1

1/8”=1’-0”

REFER TO CITY OF EUGENE PLANT MATERIALS LIST FOR APPROVED INFILTRATION PLANTER SHRUBS AND GROUNDCOVER

5’-6”

SITE P

1/8”=1’

5’ 2’-6” 4’


2x8 Wood Fascia Typ.

6’8” Head

Rain Chain Typ.

2 A6

East Elevation 1/4”=1’-0”

Composite Shingle Roofing

2x8 Wood Fascia Typ. Gutter Typ. Rain Chain Typ.

FOR MORE INF HAHN (TOMH@

Renderings done by Payton Narancic

RES

Fiber Cement Siding

WALL INSULATI WALL INSULATI FLAT CEILINGS VAULTED CEILIN UNDERFLOORS SLAB EDGE PER

Wood Post Typ.

EQ.

REFLECTED CEILING PLAN 1/4”= 1’-0”

DOOR SCHEDULE

#

DESCRIPTION

TYPE

4’ - 9 3/8”

4’ - 0”

1’ - 7 1/2” 4’ - 6”

D S

5

A8.0

5’ - 7 1/2”

6’ - 1/2”

4

A8.0

L I

6’ - 8 7/16”

Building Intergrated Livible Designs Sustainably

8’ - 0” R.O. VERIFY W/ GAR. DOOR VENDOR EQ.

3’ - 3”

2’ - 11 9/16”

8’ - 3”

B

9’ - 6”

2’ - 6”

1

1 A3.0

FLOOR PLAN 1/4”= 1’-0”

WINDOW SCHEDULE #

DESCRIPTION

OPERATION

OPERATION

NOMINAL DIMENSIONS

JAMB THICKNESS

GLAZING

NOTES

FGCLR-203F

FIBERGLASS

HINGED-LH

36" x 80"

2" x 6.5"

X

GANGED WITH WINDOW P

ENTRY VESTIBULE

2P PLANK CHAMBER

MOLDED PANEL

BI-PASS

30" x 80"

2" x 6.5"

B

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

3

WATER HEATER CLOSET

2P PLANK CHAMBER

MOLDED PANEL

HINGED-LH

24" x 80"

2" x 4.5"

C

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

36" x 60"

4

BEDROOM 2

2P PLANK CHAMBER

MOLDED PANEL

HINGED-RH

30" x 80"

2" x 4.5"

D

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

36" x 60"

5

BEDROOM 2 CLOSET

PACIFICA IN SATIN CLEAR

30" x 80"

2" x 4.5"

6

36" x 80

2" x 6.5"

A

E

LIVING ROOM

LIVING ROOM

SINGLE HUNG

SINGLE HUNG

ROUGH OPENINGS 35.5" x 59.5"

35.5" x 59.5"

36" x 60" 36" x 60"

36" x 60"

MOLDED PANEL

BI-PASS

LAUNDRY ROOM

CF

STEEL

HINGED-RH

7

BATHROOM 2

2P PLANK CHAMBER

MOLDED PANEL

HINGED-RH

30" x 80"

2" x 4.5"

G

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

36" x 60"

8

LINEN CLOSET

2P PLANK CHAMBER

MOLDED PANEL

HINGED-LH

16" x 80"

2" x 4.5"

H

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

36" x 60"

20-MINUTE DOOR

F

LIVING ROOM

SINGLE HUNG

35.5" x 59.5"

36" x 60"

PRELIM DRAWING. NOT FOR CONST.

HOUSE 5 Or

SIZE NOMINAL DIMENSIONS

MATERIAL

ENTRY DOOR

2

1

CLICK WOOD

SAFETY GLASS X

X

HEAD HEIGHT

NOTES

8'

8'

GANGED WITH WINDOW A

8'

8'

8'

X

X

8'

GANGED WITH WINDOW E

8'

8'

GANGED WITH WINDOW G

LOOP, EUGENE, OR 97402

2 A3.0

3

A6.0

1/4”=1’-0”

KITCHEN CLICK WOOD

1 A8.0

A5.0

1

A5.0

South Elevation

LOOP VENT FOR SINK & D/W PER CODE GREAT ROOM

2 A8.0

nBILDS HOUSE 5

7’ - 3”

2’ - 6”

4 A6

ALIGN KNEE WALL W/ CONC. WALL ENDS

10’ - 9”

3

GREAT ROOM CLICK WOOD

08/22/2018

1/2” REV. # 5’ - 3REVISION DATE:

10’ - 8 1/2”

EQ.

3’ - 5 1/2”

2’ - 2”

2’ - 1 1/16” 2’ - 1 1/16”

EQ.

3

4’ - 7”

3’ - 4 1/2”

2’ - 4”

9’ - 7 5/8” ALIGN DOOR JAMBS

2’ - 10”

DATE : 5’ - 8”

7’ - 9 3/4”

6’ - 4 1/2”

5’ - 2”

A8.0

PROJ. #

Storm Water Planter Typ.

6’ - 8”

0’ - 5 3/8”

VIC

A5.0

4’0” Sill

ALIGN INSIDE FACE

BEDROOM 2 CARPET

6 A8.0

BATHROOM 1 SHEET LIN.

These drawing and documents were prepared for this project only and are instruments of the Architect’s service. No part hereof shall be copied, duplicated, distributed, used by the Owner, or by others on projects/sites, used to complete this project by others or used to any extent whatsoever except as expressly authorized in writing by (…). The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including international copyright. Any person, firm or corporation receiving this document, however obtained, shall, by virtue of this hereof, be deemed to have agreed to the foregoing restrictions.

8’ - 3”

SD

ALIGN DOOR JAMBS

A5.0

SD

Wood Post Typ.

GWB CEILING @ 9’ - 0” AFF

5’ - 8 1/2”

BATHROOM 2 SHEET LIN.

2’ - 6”

MUDROOM 1 SHEET LIN.

ALIGN KNEE WALL W/ CONC. WALL ENDS

8’0” Head Fiber Cement Siding

SD

BEDROOM 1 CARPET

8’ - 1/2”

6’ - 6”

10’ - 9”

2 A5.0

3’ - 8 1/2”

SD

EQ.

EQ.

SEE RCP FOR HIGH WINDOWS IN THIS WALL

ALIGN WINDOW JAMB & GAR. DOOR JAMB

2’ - 2”

GWB CEILING @ 9’ - 0” AFF

EQ.

Gutter Typ.

POINT OF BEGINNING

EQ.

EQ.

EQ.

2 A5.0

2’ - 6”

EQ.

EQ.

Composite Shingle Roofing 2x8 Wood Fascia Typ.

SEE RCP FOR HIGH WINDOWS IN THIS WALL 4’ - 0”

4’ - 6”

GWB CEILING @ 9’ - 0” AFF 6’ - 9”

4’ - 7”

3’ - 0”

1/4”=1’-0”

Building Elevations

2’ - 1 1/2”

North Elevation

4 A5.0

GWB CEILING HEIGHT VARIES -SLOPES DOWN

OregonBILDS HOUSE 5

3

A5.0

GWB CEILING HEIGHT VARIES - SLOPES DOWN

4

A6

376 HOPE LOOP, EUGENE, OR 97402

Storm Water Planter Typ.

FLOOR PLAN

1/4”=1’-0”

L D S

West Elevation

0’0” F.F.

B I

1 A6

JUNE BRAD PATRICK EM SASHA RU JED MOOD AMANDA S CLAUDIA M PAYTON N DAVIN FITZ KAI MIYAJI MADISON ALYSSA BIR VERONICA CASSIDY J CHASI LIM KIERRA MO ALEXA STE

Building Intergrated Livible Designs Sustainably

Fiber Cement Siding Typ.

Storm Water Planter Typ.

DESIGN

receiving this document, however obtained, shall, by virtue of this hereof, be deemed to have agreed to the foregoing restrictions.

8’0” Head 6’8” Head

PRO

These drawings and docu ments were prepared for this project only and are instruments of service. -No part hereof shall be copied, duplicated, distributed, used by the Owner, or by others on other projects/sites, used to complete this project by others, or used to any extent whatsoever except as expressly authorized in writing by UO-BILDS. UOBILDS shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including international copyright. Any


Truss Design Spring 2018 Mark Donofrio Project Media: AutoCAD, Photoshop, Multiframe, Laser Cutter

The basis of this project was to design a system of trusses that are beautiful and structurally sound. this project consists of two lasercut models, and a multiframe analysis of the structural integrity of the truss. This was a group project done with Mariana Dominguez. In this project I created and put together the models, built the multiframe model, created photoshoped experiential renderings, drew the details for the critical connections, the elevations and plans for the layout. The top chords of the trusses are glu-lam wood, and the rest of the pieces of the truss are steel cable and steel pipe. The truss is designed to incorporate clerestory windows above the wall, but just below the base of the main truss structure. Overall, the design is light weight and spaced relatively close together to add a depth to the cieling of the space.


Center Plate Detail

Single Truss Elevation

End of Truss Detail

Elevation of Truss Placement

Truss and Purlin Layout Plan

Top of Truss Detail


Multiframe Load Dispersion


Model Photographs


Photography


Hand Media

8.5x11” Charcoal Sketch (5 mins.)

The drawings on the next two pages consist mostly of quick 30 second to 30 minute sketches primarily done using charcoal, graphite pencil, and ink pen. The color photo on the second page is a mixed media painting using charcoal, acrylic paint, and watercolor. That painting was done in 6 hours and it the largest piece in my collection. The majority of my drawings are micro sketches and do not exceed the size of an 8.5”x11” sheet of paper.

8.5x11” Ink Sketch (30 sec.)

6x9” Charcoal Sketch (30 mins.)

3x5” Charcoal Sketch (2 mins.)

2x5” Charcoal Sketch (30 sec.)


72x30” Charcoal, acrylic paint, water color (6 hrs.)

8.5x11” Graphite Pencil (15 min.)

8.5x11” Graphite Pencil (30 min.)

6x3” Ink (10 min.)

8.5x11” Graphite Pencil (10 min.)

8.5x11” Graphite Pencil (15 min.)


My name is Kierra Alysse and I am an Undergraduate architecture student graduating in June of 2019. I am spirited about finding sustainable and economic solutions that are beautiful and that support the human experience by using architecture as a catalyst. I love working in teams to find unique ways to solve problems. I look forward to gaining my licensure in architecture and my LEED certifications. Away from my professional life, I play guitar and sing a little as well as scrapbook and gardening. I have a goal of one day having a garden big enough to sustain all of my grocery needs and develop a bee sanctuary. That’s me in a nutshell!


Thank You. Kierra A. Morris

k.morris9721@gmail.com https://www.linkedin.com/in/ka-morris/ (714)334-9120


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Kierra Morris Design Portfolio by kierra morris - Issuu