Architecture Portfolio | Claire Labanz by Claire Labanz

claire labanz

selected works

BREAKTHROUGH Program: Co-Living Housing Project intended for the previously incarcerated and low-income families partnered with Hesby Cruz Studio Instructor: John Dutton Semester: Spring 2019 Location: Leimert Park Los Angeles, CA

Located in Leimert Park, an area of Los Angeles that is at risk of rapid gentrification especially due to the cityâ&#x20AC;&#x2122;s plan for a metro station to be built nearby, this project aims to create much needed housing for those who are the most at risk for being kicked out. Leimert Park has a rich history rooted in African American culture and jazz, and currently has a true neighborhood feel. By being aware of the surrounding built environment, we were able to create a building that would allow for maximum density without disrupting the rhythm that currently exists. In addition to housing options, we included a community theatre, music school, cafe/retail, and resource center to further support the community.

transverse section

longitudinal section

exterior view of residential entrance

theater

community music school

community resource center

cafe

ground level

interior view of residential hallway

fourth level

A gradient of unit types occurs as one moves higher up through the building, with families on the lower level, gradually introducing single units and finally the introduction of two variations of shared units on the uppermost level. This allows for gradual filtration of multiple types of residents. Every floor has a shared kitchen and multiple common spaces.

3 bedroom unit semi-private common area, shared bath 675 sf

fourth level

2 bedroom unit shared bath 375 sf

single unit a private bath 150 sf

fifth level

single unit b private bath 225 sf

family unit flexible living space 450 sf

sixth level

The facade of each of the four buildings were designed to give the buildings a public feel from the street, busy with activity and acting as a storefront to the communal spaces of the building while also allowing all four residential floors to be flooded with light. The storefront approach was desired as the existing street is primarily made up of small retail and restaurants, or community buildings. The push and pull of the balconies aid in making the building feel dynamic an encourage activity.

PERMEATE Program: Endeavor Space Shuttle Exhibit Studio Instructor: Christof Jantzen Semester: Fall 2018 Location: Exposition Park Los Angeles, CA

Located on a site filled with multiple museums, sports centers, and other public amenities that all have a different language and block off different parts of the site, the exhibit for the Endeavor Space Shuttle invites the public to walk through the building, allowing peaks of the interior, enticing visitors to enter the building. Despite the building being the tallest on the site, through using permeable, ethereal materials, the buildingâ&#x20AC;&#x2122;s impact on the site is unobtrusive, allowing for the shuttle to be the center of attention, while also allowing people who are walking through the site to connect with visitors within the building.

entry level

second level

third level

fourth level

MAD, MAD [SECTION OF A] WORLD

Program: imagined urban landscape Studio Instructor: Yahoa Wang Semester: Fall 2019 Physical Model: 12” x 12” x 60” 3d printed pla + acrylic

This studio was an exploration of geometries and quality of space done through the lens of modeling. By creating architectural scenes without any limitations, imagination is facilitated. For guidance in regards to a sense of scale, a street elevation was collaged from scenes in Amsterdam, while elements from children’s books such as Cinderella were used to disrupt the scale and break away from typical forms associated with architecture. The scale is then disrupted again as details are scaled up and large elements become details. This is an exploration of “architecture’s ability to unsubscribe from its historical lineage; for architecture to be a place that is untethered from it context”

By using sectional qualities, the idea of privileged views was explored. In several areas of the model. These are moments that flatten out while standing directly in front of them, creating clear views, but are distorted or hidden when being viewed from an angle.

THRESHOLDS Program: Zen Center Studio Instructor: Julie Kim Semester: Fall 2016 Location: Atlanta, Georgia

The spaces that make up the Zen Center span the path of conscious to unconscious; interactive spaces that move to more secluded spaces. The three different levels represent three different states: the conscious being the lowest level, the unconscious being the highest level, in which the bedrooms are located, and the level in between them both represents being in a state of Zen, which is neither a conscious nor unconscious state of being. The wall that hides the building represents Zen being simply a state of being, and a person can enter through the opening in the wall just as they would enter into Zen. This project was done with the help of a Zen master in order to understand what was needed and how each space would be used.

site plan

0 20

120

second level

ground level

view from street

HIERARCHIES Program: US Embassy Studio Instructor: Sonit Bafna Semester: Fall 2017 Location: Budapest, Hungary

An embassy is essentially a house; it is a place that is lived in, worked in, and gathered in. It is a place to seek and find information, as well as a home. Due to the large range of different levels of importance regarding visitors, the embassy is designed to create a subtle sense of hierarchy regarding level of access, as well as uses different facades to create separation, privacy, and to distinguish between different programs on the small site. While mainting views to the surrounding areas through a mostly glass envelope, the embassy has different facade systems that obscure the view, creating different atmospheres in each part of the building. It is clear to visitors which areas are more important, without needing to be told.

First Floor 0

Second Floor

Main Floor

Third Floor

SHELTERED Program: Midwivesâ&#x20AC;&#x2122; Quarters Studio Instructor: Daniel Baerlacken Semester: Summer 2016 Location: Have, Ghana

sheltered 34

In conjunction with PBSA Dusseldorf and the NGO group Meeting Bismark, we designed and then went on to build housing units in Have, a small village in Ghana. Located up the hill from a local clinic, the housing is built Threaded Rods are inserted into bottoms of columns and is then lifted and fit into forms for concrete footings from primarily hand madestructure stones, clay backed bricks, local lumber and bamboo. In Summer of 2016, two out of four of the units were completed, and the other two units as well as the courtyard space are still in the construction process. The design takes into account both the local weather conditions, such as frequent rain and extreme heat, as well as the culture. Creating a bamboo structure was one of the main focuses of the project, taking advantage of local materials. Project drawings done in collaboration with Jose Sosa Borrero, Norwood Dennis, and Rebecca Churio.

Configuration of Housing Units on the Site

Path to Clinic

Configuration of Housing Units on the Site

mpound House Configuration

Final Configuration: Wider access to green space and path to clinic + more provate access facing Church

Path to Clinic

onfiguration of Housing Units on the Site

its on the Site

Church

Compound House Configuration

Church

Compound House Configuration

Final Configuration: Wider access to green space and path to clinic + more provate access facing Church

Path to Clinic

Church

Compound House Configuration

Final Configuration: Wider access to green space and path to clinic + more provate access facing Church

Path to Clinic

Unit configuration was a result of studies starting with a traditional compound configuration, with modifications to allow for faster construction and less materials, creating a place for communal events, and privacy.

Church

Final Configuration: Wider access to green space and path to clinic + more provate access facing Church

UCSC FAMILY HOUSING

Firm: Katerra Project Architect: Cameron Hall Location: Santa Cruz, CA Involvement: End of SDs through CDs 5 months

*Rendering done by landscape architect with the model provided by architecture team

7/20/2018 2:31:53 PM

4 A.900 PAINTED METAL COPING BEYOND

PARAPET BEYOND

(B) T.O. PARAPET 27' - 0"

2'-10"

PAINTED METAL COPING

(A) T.O. PARAPET 25' - 0"

PAINTED METAL COPING

(A) T.O. PARAPET 25' - 0"

PHOTOVOLTAIC ARRAY, NIC

107B

(A) T.O. PARAPET 25' - 0"

12 A.810

MIN. PARAPET HGT

(B) T.O. PARAPET 27' - 0"

107B 0

5' - 6"

ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND ARE O BY KATERRA INC. WHETHER THE PROJECT FOR W THEY ARE MADE IS EXECUTED OR NOT. THEY WER CREATED, EVOLVED, DEVELOPED AND PRODUCED THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISC OR GIVEN TO OR USED BY ANY PERSON, FIRM CORPORATION FOR ANY USE OR PURPOSE WHATS INCLUDING ANY OTHER PROJECT, EXCEPT UPO WRITTEN PERMISSION AND DIRECTION OF KATER

NFRA COMPLIANT MEMBRANE ROOF

542 1st AVE. SOUTH, FLOO SEATTLE, WASHINGTON 98

(A) T.O. PARAPET 25' - 0"

107B

E40

PAINTED METAL COPING

107B

E40 0

3 A.810

PAINTED STEEL CANTILEVERED P/V SUPPORT

(A)02 T.O. PLATE 19' - 6"

PAINTED ALUMINUM WINDOW TYP

(A)02 T.O. PLATE 19' - 6"

REVISIONS

101A

NFRA COMPLIANT MEMBRANE ROOF

Date Issued For 03/14/18 50% DD SET 04/23/18 100% DD SET 08/06/18 50% CD SET

11 A.810

6" RIGID INS

Roof Level (B)02 T.O. PLATE A 21' - 6"

(A)02 T.O. PLATE 19' - 6"

3 A.810

(A)02 T.O. PLATE 19' - 6"

3 A.900

PAINTED ALUM SUNSHADES: SEE SUNSHADE DIAGRAM FOR EXTENTS

E20 0

302A

METAL GUARD

833 1

2 A.900

KNOX BOX

GYPCRETE TOPPING AND FINISH FLOOR PER FINISH MATRIX

(A)02 T.O. SHTG 10' - 5 3/8"

(A)01 T.O. PLATE 9' - 0 5/8"

(A)02 T.O. SHTG 10' - 5 3/8"

(A)01 T.O. PLATE 9' - 0 5/8"

FRAMING PER STRUCT

PRECAST CONC SLAB PER STRUCTURAL

SHEET TITLE

(B)01 T.O. PLATE 11' - 0 5/8"

NOT FOR CONSTRUCTION

METAL GUARD

10 A.810

1' - 4 3/4"

(A)02 T.O. SHTG 10' - 5 3/8"

(B)02 T.O. SHTG 12' - 5 3/8"

FRAMING PER STRUCT

(A)01 T.O. PLATE 9' - 0 5/8"

UNIVERSITY OF CALIFORNIA

2 A.810

(A)02 T.O. SHTG 10' - 5 3/8"

MTL-3

PRECAST CONC STAIRS WW

833

9' - 0 5/8"

10' - 5 3/8"

MTL-3

300B

302A

833 1

1 A.900

CONCRETE RETAINING WALL

MATL-3

1" CONTINUOUS AIR GAP EXTERIOR STORAGE BOX

(B) 01 T.O. SLAB 2' - 0"

---

Sim

9 A.810

CONC SLAB PER STRUCT AND FLOOR FINISH PER MATRIX

CONCRETE SLAB ---

(A) 01 T.O. SLAB 0' - 0"

Sim BLIND RAIL

FOR REFERENCE ONLY

25' - 0"

HANDRAIL 2 A.810

WALL SECTIONS

APPROVED

(A) 01 T.O. SLAB 0' - 0"

DRAWN

CHECKED

LOCATION

SCALE

FOUNDATION PER SF SERIES SHEETS

wall sections 3

WALL SECTION 3/4" = 1'-0"

AS N

FILE NO.

FOUNDATION PER SF SERIES DRAWINGS

WALL SECTION 3/4" = 1'-0"

DESIGNED

(A) 01 T.O. SLAB 0' - 0"

300B

FAMILY STUDENT HOUSING

833 EXTERIOR STORAGE BOX

PHYSICAL PLANNING, DEVELOPMENT AND OPERATIONS

9' - 0 5/8"

ALUM WINDOW

WALL SECTION 3/4" = 1'-0" 0

062-

SHEET

A.450

833 833 833833 833 1 1 1 11

THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS PANEL CEMENTITIOUS CEMENTITIOUS PANEL SIDING PANEL SIDING PANEL PANEL SIDING SIDING SIDING AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT, AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.

6' - 5 1/4"

2" DECK MOVEMENT JOINT ABOVE TYP; SEE STRUCTURAL

EDGE OF DECK ABOVE

1' - 3 1/8"

19 A.812

833 1

C -

8' - 8"

7/20/2018 2:32:30 PM

ZIP SYSTEM ZIP SYSTEM ZIP SYSTEM ZIP ZIPSYSTEM SYSTEM SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING (FACTORY (FACTORY (FACTORY (FACTORY (FACTORY INSTALLED INSTALLED PER INSTALLED INSTALLED INSTALLED PER PERPER PER &STRUCTURAL) TAPE & TAPE& TAPE &&TAPE TAPE STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL)

43' - 6"

10 1

AL5

WW WW 300B 300B 0 0

WW WW AIR SPACE AIR SPACE AIR SPACE AIR AIRSPACE SPACE 300B300B300B 300B 300B 0 0 0 00

11' - 11 1/2"

WOOD SIDING WOOD SIDING

3/4'' PT3/4'' BATTENS PT3/4'' BATTENS 3/4'' PT 3/4'' BATTENS PT PTBATTENS BATTENS

STUCCO STUCCO -STUCCO OUTSIDE STUCCO STUCCO - OUTSIDE - OUTSIDE CORNER - -OUTSIDE OUTSIDE CORNER CORNER @ OVER CORNER CORNER @ OVER FRAMING @ OVER @ @ FRAMING OVER OVER FRAMING FRAMING FRAMING 11 11 11 11 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

WOOD WOOD SIDING WOOD SIDING WOOD WOOD - OUTSIDE SIDING -SIDING SIDING OUTSIDE - OUTSIDE CORNER - -OUTSIDE OUTSIDE CORNER CORNER CORNER CORNER CEMENTITIOUS OVER PANEL OVER 8 CEMENTITIOUS 8 PANEL 8 88 RAINWATER 3" VERTICAL =FURRING 1'-0" 3" = 1'-0" 3"FURRING =3" 3" 1'-0" ==1'-0" 1'-0" 1X4 VERTICAL 1X4

LEADER TYP

E50 0

AL6

2' - 6"

AL8

WINDOWWINDOW PER PLAN PER PLAN SEE SEE (FACTORY (FACTORY INSTALLED) INSTALLED) ELEVATIONS, ELEVATIONS, SHIM AS REQ SHIM AS REQ

PREFIN BRAKE PREFINMETAL BRAKE TRIM METAL TRIM

2' - 6"

FRAMINGFRAMING PER STRUCT PER STRUCT (FACTORY (FACTORY INSTALLED INSTALLED PER PER STRUCTURAL) STRUCTURAL)

ZIP SYSTEM ZIP SHEATHING SYSTEM SHEATHING (FACTORY (FACTORY INSTALLED INSTALLED PER STRUCTURAL) PER STRUCTURAL)

AL9

WW 300B 0

1x2 PT BATTEN 1x2 PT BATTEN

2' - 0"

4' - 11 7/8" 2' - 0"

AL7 7 A.800

AL7

5' - 0"

ALUM. EDGE ALUM. TRIM EDGE TRIM SAM ADHERED SAM ADHERED TO FLANGE TO FLANGE --(FACTORY (FACTORY INSTALLED) INSTALLED)

AL6

SHEET TITLE

WOODWOOD SIDING WOOD SIDING WOOD WOOD SIDING SIDING SIDING

UNIVERSITY OF CALIFORNIA

WW WW 300B 300B 5 0 0

HT SAM (FACTORY HT SAM (FACTORY INSTALLED) PAINTED ALUMINUM AWNING ABOVE INSTALLED)

SEALANTSEALANT

PER SHADING DIAGRAM ON SHEET A.013

AWNING ABOVE PER SHADING DIAGRAM ON SHEET A.013

INSECT SCREEN INSECT SCREEN

6' - 7"

7' - 5"

3' - 3 1/2"

14' - 0"

8' - 8 1/2"

12' - 0"

TYPICAL UNIT B

3' - 3 1/2"

7' - 5"

12' - 0"

26' - 0"

SEE G.105 FOR TYP SITE INFO

WOOD WOOD SIDINGSIDING - OUTSIDE - OUTSIDE CORNER CORNER 7 3" = 1'-0" 3" = 1'-0"

OUTSIDE OUTSIDE CORNER OUTSIDE CORNER OUTSIDE OUTSIDE CORNER CORNER CORNER CORNER CORNER TRIM CORNER TRIM CORNER CORNER TRIMTRIM TRIM

302A

WINDOWWINDOW PER PLAN PER PLAN (FACTORY (FACTORY INSTALLED) INSTALLED)

6' - 7" 14' - 0"

26' - 0"

1 2 3

1 TYPICAL UNIT A

CEMENTITIOUS CEMENTITIOUS PANEL PANEL - OUTSIDE - OUTSIDE CORNER CORNER AT WINDOW AT WINDOW 1 3" = 1'-0" 3" = 1'-0"

APPROVED

WOOD SIDING - INSIDE CORNER, PARTY WALL 9 DESIGNED 3" = 1'-0" DRAWN

GROUND FLOOR PLAN 1/4" = 1'-0"

CHECKED

WW WW 302A 302A 1 1

WW WW 300B 300B 0 0 TYPICAL UNIT A

E20 0

SCALE FILE NO.

CEMENTITIOUS PANEL OVER 1X4 VERTICAL FURRING

ALUM. EDGE TRIM SAM ADHERED TO FLANGE (FACTORY INSTALLED)

TYPICAL UNIT B

OUTSIDEOUTSIDE CORNER CORNER CORNER CORNER TRIM TRIM

WOOD SIDING WOOD SIDING

WINDOW PER PLAN (FACTORY INSTALLED) SEE ELEVATIONS, SHIM AS REQ

8' ZIP SYSTEM ZIP SYSTEM 0 1' 2' 3' 4' SHEATHING SHEATHING (FACTORY (FACTORYZIP SYSTEM SHEATHING

ZIP SYSTEM ZIP SHEATHING SYSTEM SHEATHING (FACTORY (FACTORY INSTALLED INSTALLED PER PER & TAPE & TAPE STRUCTURAL) STRUCTURAL)

WW WWPLAN WW WW WALL ASSEMBLY WALL ASSEMBLY PERWW PLAN PER 300BFRAMED 300B300B 300B 300B (FACTORY (FACTORY FRAMED PER PER STRUCTURAL) STRUCTURAL) 0 0 0 00 GYPSUM GYPSUM WALL BOARD WALLPER BOARD WALL PER WALL ASSEMBLY ASSEMBLY

WOOD WOOD CLADDING CLADDING JOINT JOINT 5 3" = 1'-0" 3" = 1'-0"

E50 0

WW CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS PANEL PANEL - SIDING PANEL -PANEL SIDING PANEL TRANSITION - SIDING - -TRANSITION SIDING SIDING TRANSITION TRANSIT TRANSIT 300B 1x 1x 1x 1x 1x 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0" 0 SYSTEM ZIP ZIP SHEATHING SYSTEM SHEATHING WW WW (FACTORY (FACTORY INSTALLED INSTALLED PER PER & TAPE & TAPE STRUCTURAL) STRUCTURAL) 300B 300B WALL ASSEMBLY PER PLAN (FACTORY 0 0 FRAMED PER STRUCTURAL) 3/4" P/T WOOD 3/4" P/T WOOD BATTEN BATTEN ZIP SYSTEM SHEATHING (FACTORY INSTALLED PER STRUCTURAL) & TAPE WOOD CLADDING WOOD CLADDING

6" STRIP SAM AT OUTSIDE CORNER, TYP CEMENTITIOUS CEMENTITIOUS PANEL SIDING PANEL SIDING 1x4 P/T BATTEN 1x4 P/T BATTEN

WALL ASSEMBLY WALL ASSEMBLY PER PLAN PER PLAN (FACTORY (FACTORY FRAMED FRAMED PER STRUCTURAL) PER STRUCTURAL)

WW 833 1

Approver

STUCCO STUCCO TO CEMENTITIOUS TO CEMENTITIOUS PANEL PA TR 10 3" = 1'-0" 3" = 1'-0"

WW 300B 0

WOOD SIDING - OUTSIDE CORNER 3" = 1'-0"

AW/CL SW

LOCATION

details

WALL ASSEMBLY WALL ASSEMBLY PER PLAN PER PLAN (FACTORY (FACTORY FRAMED FRAMED PER PER STRUCTURAL) STRUCTURAL)

E20 0

ZIP SYSTEM ZIP SHEATHING SYSTEM SHEATHING (FACTORY (FACTORY & TAPE & TAPE INSTALLED INSTALLED PER STRUCTURAL) PER STRUCTURAL)

WOOD WOOD TO CEMENTITIOUS TO CEMENTITIOUS PANEL-PANELINSIDEINSIDE CORNER CORNER 4 3" = 1'-0" 3" = 1'-0"

N.100 N.102 N.104 A.301 A.451

ground floor plan

STUCCO STUCCO TO STUCCO STUCCO METAL STUCCO TO METAL TO SIDING TO METAL TOSIDING METAL METAL TRANSITION SIDING TRANSITION SIDING SIDING TRANSITION TRANSITION TRANSITION 2 2 22 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

3/4'' PT BATTENS 3/4'' PT BATTENS

T FOR CONSTRUCTION

2x4 STUD 2x4 STUD 2x4 STUD 2x4 2x4STUD STUD 302A

AIR SPACE AIR SPACE

ZIP SYSTEM ZIP SYSTEM ZIP SHEATHING SYSTEM ZIP ZIP SHEATHING SYSTEM SYSTEM SHEATHING SHEATHING SHEATHING (FACTORY (FACTORY (FACTORY (FACTORY (FACTORY &STRUCTURAL) TAPE & TAPE& TAPE &&TAPE TAPE INSTALLED INSTALLED PER INSTALLED INSTALLED STRUCTURAL) INSTALLED PER STRUCTURAL) PERPER STRUCTURAL) PER STRUCTURAL)

COUNTERFLASH COUNTERFLASH COUNTERFLASH COUNTERFLASH WRB COUNTERFLASH 12" WRB 12" WRBWRB WRB 12" 12" 12"

WALL ASSEMBLY WALL ASSEMBLY PER PLAN PER PLAN (FACTORY (FACTORY FRAMED FRAMED PER STRUCTURAL) PER STRUCTURAL)

WOODWOOD SIDING WOOD SIDING WOOD WOOD SIDING SIDING SIDING

GYPSUM GYPSUM WALL BOARD WALLPER BOARD PER WALL ASSEMBLY WALL ASSEMBLY

WALL ASSEMBLY WALL WALL WALL PER ASSEMBLY PLAN ASSEMBLY ASSEMBLY PER (FACTORY PLAN PERPER PLAN PERPLAN PLAN (FACTORY (FACTORY (FACTORY (FACTORY 1 WALL 2 A.302 ASSEMBLY FRAMED PER FRAMED STRUCTURAL) PER FRAMED FRAMED STRUCTURAL) PERPER STRUCTURAL) PERSTRUCTURAL) STRUCTURAL) WW WW WWFRAMED

STUCCO STUCCO BASE STUCCO COAT BASE STUCCO STUCCO COAT BASE BASE BASE COAT COAT COAT

STUCCO STUCCO TO STUCCO STUCCO CEMENTITIOUS STUCCO TO CEMENTITIOUS TO TO CEMENTITIOUS TOCEMENTITIOUS CEMENTITIOUS PANEL PANEL TRANSITION PANEL TRANSITION PANEL PANEL TRANSITION TRANSITION TRANSITION 10 10 10 10 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

WW WW GYPSUM WALL GYPSUM WALL BOARD GYPSUM GYPSUM BOARD WALL PER WALL WALL BOARD PER BOARD BOARD PERPER PER 833GYPSUM 833 WALL WALL ASSEMBLY ASSEMBLY WALL WALL WALL ASSEMBLY ASSEMBLY ASSEMBLY 1 1

WOOD WOOD SIDINGSIDING - INSIDE - INSIDE CORNER, CORNER, PARTYPARTY WALL WALL = 1'-0"

APPROVED APPROVED CORNER APPROVED APPROVED APPROVED CORNER AIDCORNER AID CORNER AID9AID AID 9CORNER 3" = 1'-0" 3" PER MFR PER MFR PERPER MFR PERMFR MFR

METALMETAL LATHMETAL LATH METAL METAL LATH LATH LATH

6" STRIP SAM 6" STRIP AT OUTSIDE SAM AT OUTSIDE CORNER,CORNER, TYP TYP

TRIM PIECE TRIM PIECE PER TRIMTRIM MFR TRIM PIECE PERPIECE PIECE MFR PERPER MFR PERMFR MFR DRAINAGE DRAINAGE MAT DRAINAGE DRAINAGE MAT DRAINAGE MATMAT MAT

15' - 10 1/2"

E20 E20 E20E20 E20 0 0 0 00

SEALANT SEALANT SEALANT SEALANT SEALANT

REVISIONS

Date Issued For 03/14/18 50% DD SET 04/23/18 100% DD SET 08/06/18 50% CD SET

STUCCO STUCCO FINISH STUCCO FINISH COAT STUCCO STUCCO FINISH COAT FINISH FINISH COAT COAT COAT

0' - 0"

2' - 6"

43' - 6" UNIT DEPTH

15' - 10 1/2"

WW WWWWWWWW WW 300B300B833 300B 300B 300B 1 0 0 0 00

32' - 10"

WW WW 300B 300B 0 0

Z IN

1x3 PT1x3 BATTEN PT1x3 BATTEN PT 1x3 1x3 BATTEN PT PTBATTEN BATTEN CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS PANEL CEMENTITIOUS CEMENTITIOUS PANELPANEL PANEL PANEL

ZIP SYSTEM ZIP SHEATHING SYSTEM SHEATHING (FACTORY (FACTORY & TAPE & TAPE INSTALLED INSTALLED PER STRUCTURAL) PER STRUCTURAL)

45' - 6" OVERALL

101

AL4

AL5

11' - 11 5/8"

BLOCK OUT ELECTRICAL BOXES, SLIDING DOOR TRACKS, POST FOUNDATIONS, ETC.

STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL)

COORDINATE DIMENSIONS WITH STRUCTURAL DRAWINGS INCLUDING STRUCTURAL SLAB PLAN.

FRAMED FRAMED PER STRUCTURAL) PER STRUCTURAL)

32' - 10"

9 1/4"

A.401

201 (FACTORY (FACTORY FRAMED (FACTORY (FACTORY FRAMED (FACTORY PER FRAMED PER FRAMED FRAMED PERPER PER AL4

WW WW WWWW WW 302A302A302A 302A 302A 1 1 1 11

D/W

2 1N.101 N.103 N.105 A.302 -

E50 0

COORDINATE MECHANICAL OPENINGS WITH MECHANICAL DRAWINGS.

WALL WALL ASSEMBLY ASSEMBLY WALL WALL WALL PER ASSEMBLY PLAN ASSEMBLY ASSEMBLY PER PLAN PERPER PLAN PERPLAN PLAN

2' - 0"

AL3

4 A.800

2' - 6"

A.401

AL26

E50 0

WW WW WOOD WOOD TOWOOD CEMENTITIOUS TO WOOD WOOD CEMENTITIOUS TO TO CEMENTITIOUS TOCEMENTITIOUS CEMENTITIOUS PANELPANELINSIDE PANELPANELINSIDE PANELCORNER INSIDE CORNER INSIDE INSIDE CORNER CORNER CORNER E50 4 E50 4 4 44 300B 300B 3" 3" 0 = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0" 0 = 1'-0" WALL ASSEMBLY WALL ASSEMBLY PER PLAN PER PLAN (FACTORY (FACTORY 0 0

1 A.800

9 A.800

1 A.800

0' - 1 5/8"

8' - 8"

DECK MOVEMENT JOINT ABOVE TYP; SEE STRUCTURAL

AL26

AL2

7' - 4 7/8" 1' - 3 1/8"

2"-0" DECK EXTENSION AT END UNITS TYP

2 3/4"

7' - 4 7/8"

2 3/4"

CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS PANEL PANEL - OUTSIDE PANEL -PANEL OUTSIDE PANEL - OUTSIDE CORNER - -OUTSIDE OUTSIDE CORNER CORNER AT CORNER WINDOW CORNER AT WINDOW AT AT WINDOW ATWINDOW WINDOW 1 1 11 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

CENTERLINE OF COLUMNS ARE LOCATED ON GRIDLINES UNLESS NOTED OTHERWISE.

WALL WALL ASSEMBLY ASSEMBLY WALL WALL WALL PER ASSEMBLY PLAN ASSEMBLY ASSEMBLY PER (FACTORY PLAN PERPER PLAN PERPLAN PLAN (FACTORY (FACTORY (FACTORY (FACTORY 4. FRAMED SLAB EDGES ARESTRUCTURAL) TO FACE OF SHEATHING. FRAMED FRAMED PER STRUCTURAL) PER FRAMED FRAMED STRUCTURAL) PERPER STRUCTURAL) PER STRUCTURAL)

14' - 0"

INSECT INSECT SCREEN INSECT INSECT SCREEN SCREEN SCREEN 3' - 3 1/8" 2'INSECT -SCREEN 5 1/2" 5' - 1 1/4"

W F

ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND ARE OWNED BY KATERRA INC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF KATERRA INC.

CONCRETE WALLS.

G W

542 1st AVE. SOUTH, FLOOR WALL 4 WALL ASSEMBLY ASSEMBLY WALL WALL WALL PER ASSEMBLY PLAN ASSEMBLY ASSEMBLY PER (FACTORY PLAN PERPER PLAN PERPLAN PLAN (FACTORY (FACTORY (FACTORY (FACTORY SEATTLE, WASHINGTON 98104 FRAMED FRAMED PER FRAMED STRUCTURAL) PER FRAMED FRAMED STRUCTURAL) PERPER STRUCTURAL) PERSTRUCTURAL) STRUCTURAL)

1x4 P/T1x4 BATTEN P/T BATTEN P/T 1x4 1x4BATTEN P/T P/TBATTEN BATTEN 2. 1x4 REFERENCE EXTERIOR AND INTERIOR ELEVATIONS FOR HEIGHT OF OPENINGS IN

2'-0" DECK EXTENSION AT END UNITS TYP

WW WW WWWW WW 300B300B300B 300B 300B 0 0 0 00 GYPSUM GYPSUM WALL GYPSUM WALL BOARD GYPSUM GYPSUM BOARD WALL PER WALL WALL BOARD PER BOARD BOARD PERPER PER WALL WALL ASSEMBLY ASSEMBLY WALL WALL WALL ASSEMBLY ASSEMBLY ASSEMBLY

WINDOW WINDOW PER WINDOW PLAN PER WINDOW WINDOW PLAN PERPER PLAN PERPLAN PLAN (FACTORY (FACTORY INSTALLED) (FACTORY (FACTORY INSTALLED) (FACTORY INSTALLED) INSTALLED) INSTALLED)

CARD READER

0 00

BUILDING PROJECT

12' - 0" 8' - 8 7/8"

GROUND FLOOR PLAN

0' - 2"

8' - 8 7/8"

FAMILY STUDENT HOUSING 100% DESIGN DEVELOPMENT

3' - 3 1/8"

SEE SITE PLAN SHEETS FOR EACH BUILDING ELEVATION AND NORTH ORIENTATION.

SLAB PLAN NOTES

WOODWOOD CLADDING WOOD CLADDING WOOD WOOD CLADDING CLADDING CLADDING

Santa Cruz, California

12' - 0" 2' - 5 1/2"

9. ALL EXTERIOR CORE WALLS TYPE WW300B-0 UNLESS OTHERWISE NOTED 3/4" P/T 3/4" WOOD P/T 3/4" WOOD P/T 3/4" 3/4"WOOD P/T P/TWOOD WOOD BATTEN BATTEN BATTEN BATTEN BATTEN

HT SAM HT(FACTORY SAM HT(FACTORY SAM HT HTSAM SAM(FACTORY (FACTORY (FACTORY INSTALLED) INSTALLED) INSTALLED) 26' -INSTALLED) 0" INSTALLED)

26' - 0"

5' - 1 1/4"

REFER TO THE G.002 SERIES CODE DIAGRAMS FOR LOCATIONS OF FIRE AND SMOKE RATED WALL, ROOF, AND FLOOR/CEILING ASSEMBLIES.

Santa Cruz Campus

52' - 2" OVERALL

SEE A.000 - A.001 SHEETS FOR WALL, FLOOR, ROOF, AND CEILING ASSEMBLY INFORMATION.

0' - 1 3/4"

FRAMING FRAMING PER FRAMING STRUCT PER FRAMING FRAMING STRUCT PERPER STRUCT PERSTRUCT STRUCT (FACTORY (FACTORY INSTALLED (FACTORY (FACTORY INSTALLED (FACTORY PER INSTALLED INSTALLED INSTALLED PER PERPER PER STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL)

SEALANT SEALANT SEALANT SEALANT SEALANT 14' - 0"

F WW WW WWWW WW 300B300B300B 300B 300B 0 0 0 00

PREFIN PREFIN BRAKE PREFIN BRAKE METAL PREFIN PREFIN BRAKE METAL TRIM BRAKE BRAKE METAL TRIM METAL METAL TRIMTRIM TRIM

VERIFY DIMENSION OF MECHANICAL OPENINGS WITH SUBCONTRACTOR.

WOOD WOOD TOWOOD CEMENTITIOUS TO WOOD WOOD CEMENTITIOUS TO TO CEMENTITIOUS TOCEMENTITIOUS CEMENTITIOUS PANEL PANEL - SIDING PANEL -PANEL SIDING PANEL TRANSITIO - SIDING - -TRANS SIDIN SIDIN T 3 3 33 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

7. ZIP SEE ACCESSIBILITY DIAGRAMS SHEETS G.004 AND G.005 SERIES FOR FIXTURE AND ZIP SYSTEM ZIP SYSTEM SHEATHING SYSTEM ZIP ZIP SHEATHING SYSTEM SYSTEM SHEATHING SHEATHING SHEATHING APPLIANCE MOUNTING HEIGHTS WW WW WWWW WW (FACTORY (FACTORY INSTALLED (FACTORY (FACTORY INSTALLED (FACTORY PER INSTALLED INSTALLED INSTALLED PER PER PER PER AND CLEARANCES. &STRUCTURAL) TAPE & TAPE& TAPE &&TAPE TAPE STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL) 300B300B300B 300B 300B

1x2 PT1x2 BATTEN PT1x2 BATTEN PT 1x2 1x2 BATTEN PT PTBATTEN BATTEN

ZIP SYSTEM ZIP SYSTEM ZIP SHEATHING SYSTEM ZIP ZIP SHEATHING SYSTEM SYSTEM SHEATHING SHEATHING SHEATHING (FACTORY (FACTORY INSTALLED (FACTORY (FACTORY INSTALLED (FACTORY INSTALLED INSTALLED INSTALLED PER STRUCTURAL) PER STRUCTURAL) PERPER STRUCTURAL) PERSTRUCTURAL) STRUCTURAL)

6' - 5 1/4"

A.402

PHYSICAL PLANNING, DEVELOPMENT AND OPERATIONS

REFER TO SLAB PLANS FOR FLOOR BLOCK OUT INFORMATION. REFER TO FINISH PLANS AND COLOR AND MATERIAL SCHEDULES FOR ROOM FINISH INFORMATION.

0' - 1 3/4" 0' - 1 3/4"

WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE UNO.

0' - 1 3/4"

SAM ADHERED SAM ADHERED SAM TO SAM ADHERED SAM FLANGE ADHERED TO ADHERED FLANGE TO FLANGE TO TOFLANGE FLANGE (FACTORY (FACTORY INSTALLED) (FACTORY (FACTORY INSTALLED) (FACTORY INSTALLED) INSTALLED) INSTALLED) WINDOW WINDOW PER WINDOW PLAN PER WINDOW WINDOW PLAN PERPER PLAN PERPLAN PLAN SEEINSTALLED) SEE SEESEE SEE (FACTORY (FACTORY INSTALLED) (FACTORY (FACTORY INSTALLED) (FACTORY INSTALLED) INSTALLED) ELEVATIONS, ELEVATIONS, ELEVATIONS, SHIM ELEVATIONS, ELEVATIONS, AS SHIM REQ AS SHIM REQ SHIM SHIM AS REQ AS ASREQ REQ

WOOD WOOD CLADDING WOOD CLADDING WOOD WOOD CLADDING JOINT CLADDING CLADDING JOINT JOINT JOINT JOINT 5 5 55 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

WALL DIMENSIONS ARE TO FACE OF FRAMING UNO.

0' - 1 3/4"

ALUM.ALUM. EDGEALUM. EDGE TRIM ALUM. ALUM. EDGE TRIMEDGE EDGE TRIMTRIM TRIM

0' - 1 3/4"

7/20/2018 2:32:30 PM

N.104 N.100 N.102 A.451 A.301

CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS PANEL CEMENTITIOUS CEMENTITIOUS PANEL OVERPANEL OVER PANEL PANEL OVER OVER OVER 1X4 VERTICAL 1X4 VERTICAL 1X4 FURRING VERTICAL 1X4 1X4VERTICAL FURRING VERTICAL FURRING FURRING FURRING

FLOOR PLAN NOTES

WOOD WOOD SIDING WOOD SIDING WOOD WOOD - OUTSIDE SIDING -SIDING SIDING OUTSIDE - OUTSIDE CORNER - -OUTSIDE OUTSIDE CORNER CORNER CORNER CORNER 7 7 77 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

GYPS WALL

0' - 1 3/4"

WOOD WOOD SIDING WOOD SIDING WOOD WOOD - INSIDE SIDING -SIDING SIDING INSIDE CORNER, - INSIDE - CORNER, -INSIDE INSIDE CORNER, PARTY CORNER, CORNER, PARTY WALL PARTY WALL PARTY PARTY WALL WALL WALL 9 9 99 3" = 1'-0" 3" = 1'-0" 3" =3" 3" 1'-0" ==1'-0" 1'-0"

7/20/2018 2:32:30 PM

GYPSUM GYPSUM WALL GYPSUM WALL BOARD GYPSUM GYPSUM BOARD WALL PER WALL WALL BOARD WALL PER BOARD BOARD WALL PERPER WALL PERWALL WALL ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY

WOODWOOD SIDING WOOD SIDING WOOD WOOD SIDING SIDING SIDING

12'

SHEET

AS NOTED 062-17001

1x2 PT BATTEN PREFIN BRAKE METAL TRIM PER GYPSUM GYPSUM WALL BOARD WALL PER BOARD WALL ASSEMBLY WALL ASSEMBLY FRAMING PER STRUCT (FACTORY INSTALLED PER

WW 300B 0

DNC NATURE PAVILLION

Firm: McMillan Pazdan Smith Project Architect: Mitchell Davis Timeline of Involvement: DD through CD Location: Dunwoody, GA

10/2/2017 10:13:48 AM C:\01_MPS_Revit_2017_Local\017176_Dunwooody Nature Center Pavilion_R17 ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY MCMILLAN PAZDAN SMITH ARCHITECTURE ARE AND SHALL REMAIN THE PROPERTY OF MCMILLAN PAZDAN SMITH ARCHITECTURE. THESE MATERIALS ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND NOT TO BE USED WITH ANY OR SUITABLY ACCOUNTED FOR TO MCMILLAN PAZDAN SMITH ARCHITECTURE UPON COMPLETION OF THE PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN D ALL RIGHTS RESERVED

A 3' - 6"

STANDING SEAM METAL ROOF MTL-1 F

A100 A300

south elevation A100 A300

EAST ELEVATION

A300 A820

B3 B

D B A

HIGH EAVE 16' - 0"

CHIMNEY CAP

BR-1

CHAIN DOWNSPOUT

MTL-4 1

WD-1

001

BR-1

east elevation WD-1

3/16" = 1'-0"

3 GR-1 : MANU COLOR

COLOR

GUTTE

TOP OF S.F. 10' - 0"

LOW EAVE 12' - 0"

CHAIN DOWNSPOUT

MTL-3

T.O. SLAB 0' - 0"

SF-1

WD-1

A300 A820

A3 1

WEST ELEVATION 3/16" = 1'-0" 1 F

HIGH EAVE 16' - 0"

MTL-2 TOP OF S.F. 10' - 0"

LOW EAVE 12' - 0"

SF-1

MTL-4

T.O. SLAB 0' - 0"

ground plan

roof plan

THANK YOU 610.984.3819 clairelabanz@gmail.com