Issuu

PUBLIC WORKS 2 0 1 7- 2 0 2 2

2022

Travis Nissen

Pr imitive Hut N o r th Sa le m Hi g h Sc h oo l Expan s ion G ard iner Mi d d le

PUBLIC WORKS

2 0 1 7- 2 0 2 2 Travis Nissen 4111 NE MLK JR AVE Apt. 420 Portland, OR 97211

Content Primitive Hut Wyly Theater Model Robotic Construction: Timber Villa North Salem High School Expansion Gardiner Middle School West Salem High School Milwaukie High School The Campus Amongst Us

TRAVIS NI SSE N , A I A

Email: nissen.travis@gmail.com Phone: +1 608/406.0810

I strives to develop, engage and lead participatory goal-driven design processes that advance equity, sustainability, and accessibility throughout all stages of a project. In pursuit of big ideas and simple details, My ideal environment is deeply collaborative, diverse, and engaging. I’m a member of the American Institute of Architects, and a Registered Architect in Oregon.

EDUCATION: Cornell University, College of Art, Architecture and Planning M.ARCH I Honors: Thesis Travel Research Grant Department Merit Scholarship Tui Pranich & Lucilo Pena Graduate Award

University of Wisconsin-Milwaukee, School of Architecture and Urban Planning Bachelor of Science - Architectural Studies, Magna cum Laude, 1-year exchange at T.U. Darmstadt Honors : UWM Superjury Award UWM Superjury Award SURF Research Grant

PRACTICE: BRIC Architecture (Associate) - Portland, OR At BRIC, I held responsibilities across all phases of the architectural process, including client and consultant communication and coordination. For the last 3 years, I’ve coordinated the BRIC Internship Program and redesigned the structure and format to provide more engagement with project teams. In addition, I have held a number of responsibilities in the marketing department, organized around awards, content marketing, and has supported project acquisition efforts. List of Selected Projects: North Salem High School Expansion (Staff) Landscape, Lighting & Woodshop Coordination, Envelope Development and Detailing Gardiner Middle School (Staff) Building and Site Design, Programming, Community Engagement Process Ogden Middle School (Staff) Concept Development, Interior Design & Detailing, Construction Documents West Salem High School Expansion (Project Architect) Construction Documents, Construction Administration Beaverton High School Assisted Successful Acquisition of 200m Project Additional Responsibilities include: Internship Coordinator, and Marketing Liason

2018-PRES

PRACTICE CONTINUED: Caroline O’Donnell Architecture - Ithaca, NY

2016 - 18

Notable Projects: Primitive Hut (ART OMI), Tripe, Zimmer Concept Development, Documentation and Presentation, Fabrication and Construction

2014-15

City of Knoxville - Office of Neighborhoods - Knoxville, TN Americorps Member Small Grants Coordination, Blight Remediation Committee Coordinator, GIS Mapping

ENGAGEMENT & TEACHING: Alberta Street Cooperative Grocery - Portland, OR

2020 -21

Board Member

International Owl Center Jury Member - Houston, MN

2021

Ideas competition for future building project

Teaching Assistant

2016 -17

Spring 2017 ARCH 1301: Introduction to Architecture [Vince Mulcahy] Fall 2017 ARCH 5113: M.Arch Core Design Studio III [Martin Miller & Peter Stec]

Invited Critic University of Wisconsin Milwaukee, Cornell University, Portland State University University of Oregon

EXHIBITIONS & PUBLICATIONS: CORNELL AAP WEBSITE, Featured Project: The Campus Amongst Us Wyly Theatre Model, Structural Systems Exhibition, AAP / Cornell University (2016) Fabricating Wilderness, Architecture Fellow Exhibition, SARUP/UWM (2014) O'Donnell, Caroline, and José Ibarra. “Werewolf : The Architecture of Lunacy, Shapeshifting, and Material Metamorphosis.” Oro Editions, 16 Nov. 2021.

PROFICIENCIES: Revit, Rhino, Grasshopper, SketchUp, the full Adobe graphics suite, ArcGIS. Vray, Enscape, model-making, woodshop and metalshop certified, laser cutting proficient, 3D printing, CNC mill, AutoCAD

2021

PRIMITIVE HUT

Primitive Hut is a temporary pavilion that questions architecture’s relationship with time through an exploration of growth and decomposition. The structure evolves between states of solid, frame, and void, while— through its decay—it nourishes the trees and plants which will replace the geometric form with a new living form. Alluding to the frontispiece for Laugier’s essay on architecture, Primitive Hut recasts the original shelter as a efficient structural lattice providing a platform for vegetal growth.

2017

Left: Speculative Cycle The structure evolves between states of solid, frame, and void. Through its decay, it nourishes the trees replacing the geometric form with a living one. Lower Left: Frontispiece of Marc-Antoine Laugier: Essai sur l’architecture 2nd ed. 1755 by Charles Eisen (1720–1778). Allegorical engraving of the Vitruvian primitive hut. Below: Primitive Hut and Evitim - a pavilion made from the offcuts of Primitive Hut.

Composted Manure Cylinders

6 weeks

Biodegradible Soy Resin

Plywood Matrix

3 years

Red Maples

Above: Biodegradable Axon Left: Pavilion after installation Right: Detail

Right: Front Elevation Recalling Charles Eisen’s Frontispiece for Marc-Antoine Laugier’s Essai sur l’architecture Left: Construction & Installation Details

Wyly Theater Structure Model The Dee and Charles Wyly Theater is composed of several structural elements working together to unify the stage to the urban context. Maximum flexibility in theater’s configuration requires a free plan floor accomplished through several structural devices including a cantilevered belt truss, several angled columns and a sheer wall. To connect the belt truss to the concrete columns, segments of beam and gusset plates were cast into the columns. The model was exhibited in the 2015 Structural Systems Exhibition

Model installed in Sibley Hall’s Hartell Gallery

STRUCTURE FOR A FREE FLOOR PLAN

Work in Process: wire welding the belt truss

Detail

Overall View

Cladding

Sideboards

Primary Structure

Robotic Construction: Timber Villa

The structural organization of the villa is designed through the optimization of the timber cross section

Located on the shore of Lake Cayuga, Timber Villa explores the future of timber construction through robotic fabrication. This design organizes digitally scanned trees into a system of cantilevered timber trusses. In response, the villa’s domestic program is stacked vertically, providing each room with a connection to Lake Cayuga. Offcuts from the fabrication process are fashioned into a large screen, providing basic privacy and the dominant visual identity. Economic optimization provides a identifiable system that handles the whole tree as a usable resource.

Rendering of Timber Villa showing the bark cladding and the timber structure

Chainsaw Attachment Axon: The ergonomics of the chainsaw needed to be adapted for a robotic arm.

Portrait of a Young Artist The robotic arm with the chainsaw attachment and mobile base. The temporary base needed to provide stability from overturning forces.

3D Safety The robots cage was modeled to prevent collisions with walls, ducts and windows.

TIMBER VILLA Architectural Research in Robotic Timber Construction Cornell University, Department of Architecture Spring 2017

MALE FINGER JOINT

FEMALE FINGER JOINT

PLUNGE FINGER JOINT

COMBO

CONNECTION LOGIC

Travis Nissen

TIMBER VILLA Architectural Research in Robotic Timber Construction Cornell University, Department of Architecture Spring 2017

Log A

9”

Male

Log B

12”

Log C

Female

60°

90°

MODEL 2

Log C

MODEL 3 Log A 90°

Log B 60°

Travis Nissen

Left: Robotic Fabrication Process Low-tolerance timber spliced joints fabricated with chainsaw Right: Bark Privacy Screen Traditional waste material is used to create enclosure and the Villa’s visual identity.

The Entry plaza is bordered by the commons and the larger volume of the gym. The simple expression of the bay structure echoes the historic high school, and link the building with the landscape.

NORTH SALEM HIGH SCHOOL ADDITION

This project is a significant extension to a 1935 building that almost doubles the capacity of the existing school. With almost nowhere to develop on the site, the project team looked for ways to create a compact design while completing the major circulation “loop” and providing extensive daylight to the building’s interior. The extension hosts a blend of elements including academic, athletic, special needs, and gathering spaces. It contains 23 classrooms, areas to support special education, and the school’s indoor P.E. and athletic facilities. The result is a flexible and durable learning environment aligned with the school’s vision and goals.

2018

LINKING THE NEW ADDITION WITH THE HISTORIC SCHOOL

Above: Photo of addition from the track. The new classroom wings reference the historic entry. Right: Site Plan with arrival, drop-off and site design constraints noted. Below: Overall Exterior Elevation

CLOSING THE CIRCULATION LOOP

ADDITION COMPLETES THE LEVEL 2 WALKING “LOOP”

Existing Theater

Existing Cafeteria

5 7 4 6

SERVICE LANE FOR WOODSHOP AND FOOD SERVICE

Overall Exterior Elevation

CLASSROOM WINGS FRAME THE ATHLETIC COURTYARD

Level 1 Overall Plan

GYM VOLUME WORKS AS AN INTERIOR COURTYARD, PUSHING LIGHT DEEP INTO BUILDING

COMMONS CONNECTS TO WELCOME PLAZA

N Level 2 Overall Plan

1. Historic Entry

6. Service Alley

2. Existing Theatre

7. Elevated Walkway

3. Outdoor Plaza / Bioswale

8. Academic Courtyard

4. New Commons

9. Gymnasium

5. CTE / Woodshop

10. Wrestling Room

GARDINER MIDDLE SCHOOL

Located in Oregon City, OR, Gardiner Middle School is a regional prototype for 21st century education. At 150,000 square feet, the new school features six new learning communities, new athletic facilities and CTE spaces. At its core, the new middle school features an integrated stage, cafeteria, and library, known as the Timber Hall which has extensive views of Mt. Hood.

2019

M T. V HO IE O W D

A SPACE APART FROM THE CITY FOR STUDENTS TO GROW AND MAKE CHOICES

V IE OO W D

T. H M

Movement and View Logics shown at site scale

G A T

A T

W A VI R E N W E T R R M O D I . LN E

A T

W A VI R E N W E T R R M O D I . LN E

T. H

IE OO W D

W A VI R E N W E T R R M O D I . LN E

Connections between the site and neighborhood.

Relationship between Building & Landscape

8 5

6 11

16 17

PROGRAM 1

Williams St. Entry

10 Main Entry

Visitor Parking

11. Wellness Center

Staff Parking

Timber Hall

Bus / Fire Dept. Turn Around

Learning Neighborhood

Bus Loop

The Promenade

Outdoor Learning

Music

Covered Play

Food Hall

8. Bioswale

Open Office

9 Multi-use field

Performance Lab

A SAFE, SECURE COMMUNITY SPACE FOR STUDENTS TO GROW, DEVELOP AND PLAY AREA DISTRIBUTION

RHOOD NEIGHBO LEARNING RHOOD NEIGHBO LEARNING

33,300 SF DIRECT INSTRUCTION FLEX LAB EX. LAB STUDIO

RHOOD NEIGHBO LEARNING

FLEX LAB ATION OPEN COLLABOR

IONAL INSTRUCT STUDIO

ACTIVE WELLNESS CENTER FLEX LAB ATION OPEN COLLABOR

IONAL INSTRUCT STUDIO

ION CIRCULAT

FLEX LAB VESTIBLE

22%

STOR.

ION CIRCULAT

Open

STAFF TOILET

STOR.

ION CIRCULAT STAFF TOILET

Open

TOILET

PROJECT LAB CONF.

TOILET

NCE CONFERE

L CUSTODIA

STAFF ATION COLLABOR

NCE CONFERE ORY LAB EXPLORAT

TOILET

AL ELECTRIC

STAFF ATION COLLABOR

GAME ROOM

L CUSTODIA

ELEVATOR

TOILET/ SHWR

STAFF ATION COLLABOR

ORY LAB EXPLORAT

TOILET

FITNESS STUDIO

ORY LAB EXPLORAT

TOILET

PROJECT LAB

TOILET

23,800 SF OPEN COLLABORATION

PROJECT LAB

ATION OPEN COLLABOR

PROJECT LAB

ATION OPEN COLLABOR

PROJECT LAB

STOR.

Open

ATION OPEN COLLABOR

STAFF PROJECT TOILET LAB

ATION OPEN COLLABOR

IONAL INSTRUCT STUDIO

IDF

Open

HUB WORKROOM

Open

Open STAFF CAFE

COLLAB CONF PE STORAGE

INDIVIDUAL STUDY

15%

INDIVIDUAL STUDY

COUNSELING

Open

INDIVIDUAL STUDY

ACTIVE LEARNING CENTER

SPED

COUNSELING RECEPTION

TOILET

ALT LUNCH

PROJ LAB

OFFICE

CONF

OFFICE

CONF/TEST OFFICE

OFFICE

PROJ LAB

FLEX INSTRUCT

RESEARCH

OPEN COLLABORATION

RECORD STORAGE

AISP STORAGE

CONF

STORAGE

OFFICE

Open

Open Open Open

35,500 SF

COMMONS

Overall Second Floor Plan

TIMBER HALL GRAB ‘N’ GO LEARNING STAIR

GARDINER MIDDLE SCHOOL

LEVEL 2 7/25/2019

OREGON CITY SCHOOL DISTRICT

24%

STUDENT SUPPORT COUNSELING WELLNESS CENTER PERFORMANCE LAB CTE MUSIC LABS ADMIN AREA

OUTDOOR LEARNING LAB OUTDOOR LEARNING LAB

BUS ENTRY

OUTDOOR LEARNING LAB

FLEX LAB

OPEN ATION COLLABOR

IONAL INSTRUCT STUDIO

STAFF TOILET STOR STAFF TOILET

STAFF TOILET STOR

PROJECT LAB

TOILET PROJECT LAB

PROJECT LAB

CONF ATION OPEN COLLABOR

PROJECT LAB

AUX GYM

ATION OPEN COLLABOR

PROJECT LAB

ATION OPEN COLLABOR

PROJECT LAB

STOR

30%

OPEN ATION COLLABOR

IONAL INSTRUCT STUDIO

FLEX LAB

ATION OPEN COLLABOR

IONAL INSTRUCT STUDIO

VESTIBLE

LEARNING RHOOD NEIGHBO

ACTIVE WELLNESS CENTER

STAFF ATION COLLABOR

NCE CONFERE TOILET

ORY LAB EXPLORAT STAFF ATION COLLABOR

NCE CONFERE TOILET

ORY LAB EXPLORAT

TOILET

TOILET GYM

CUST

ORY LAB EXPLORAT

STAFF ATION COLLABOR

IDF

SIDE FOLDING DOOR CUST ELEVATOR

TOILET OFFICE

GRAB - N - GO

SIDE FOLDING GRILLE

TOILET

OFFICE

STAIR

TOILET ROOM

CHANGING ROOM

PERFORMANCE LAB

TIMBER HALL

CHANGING ROOM

LOCKER ROOM

SIDE FOLDING GRILLE

TOILET TOILET

TOILET

SERVING

WALK-IN FREEZER

CUST OFFICE

WALK-IN COOLER

CUST STORAGE

WAREWASHING

MEDIUM CONF

SMALL CONF

MAKER LAB (ART)

HEALTH OFFICE

MEDIUM CONF

STAFF TOILET

HEALTH TOILET

SET STORAGE

MUSIC LAB (BAND)

MUSIC LAB (CHOIR) STAFF COLLAB

LAUNDRY

TOILET/ SHWR

STOR LARGE CONF

KITCH. OFF

TOILET

COVERED PLAY

TOILET

SPED STOR

MAKER LAB

MECH ROOM ELEC

INSTRUMENT STORAGE

RECEIVING

SMALL CONF

OFFICE WORK ROOM

WELCOME CENTER

SPED

CTE - ELECTIVES

DINING SUPPORT

Overall First Floor Plan GARDINER MIDDLE SCHOOL OREGON CITY SCHOOL DISTRICT

COSTUME

ENSEMBLE PRACTICE

LAUNDRY

STOR

SLC

MEDIUM CONF

KITCHEN PREP

TOILET DESIGN LAB

STAFF TOILET

HEALTH ROOM

TOILET

PRACTICE VESTIBLE

VESTIBULE

COMMUNITY ROOM

OPEN OFFICE

STORAGE

MDF

COLLABORATION

WELCOME CENTER

MATERIAL STORAGE

BLDG SUPPORT

SIDE FOLDING DOOR SECURE VESTIBULE

STORAGE

ENTRANCE PLAZA

MAIN ENTRY

57,250 SF

LEVEL 1 7/25/2019

SERVICE ENTRY

MUSIC - ELECTIVES

Right: Rendering of front entry, with clear sight lines to admin area.

Left: View into courtyard play area and stage beyond. Rendering by others.

Top Right: View of Timber Hall to the stage and play area beyond. Rendering by others Left: View of Learning Stair Right: Diagrams looking at view and movement within Timber Hall.

AD AC

TY NI

M CO

WEST SALEM HIGH SCHOOL ADDITION

This project is a significant extension to a 2000 building that eases overcrowding and significantly increases the capacity of the existing school. Lacking a flat site and easy points of connection to the original building, the new design adds a complement building, curved, and built into the hillside. The new and existing buildings are linked below grade. The extension hosts a blend of elements including academic, athletic, special needs, and commons spaces. It contains 20 classrooms, areas to support special education, career technical education spaces and a new commons. The result is a flexible and durable learning environment aligned with the district’s vision and goals.

2020-2022

STEPPED INTO THE HILLSIDE

Level 1 Daylight Autonomy 0% Daylit

Level 2 Daylight Autonomy 100% Daylit

0% Daylit

100% Daylit

Level 1

Level 2

AREA DISTRIBUTION

11,149 SF COMMUNITY BLACK BOX COMMONS KITCHEN

17%

29,992 SF GENERAL

INSTRUCTION CLASSROOMS SCIENCE CR SPED

D ATE Y ELEV WA LK WA

44%

Level 3 Daylight Autonomy 0% Daylit

100% Daylit

11,970 SF CAREER PREP CTE

18%

9,647 SF

EDUCATION SUPPORT

ATHLETIC SPRT LOCKER ROOM ADMIN

4,671 SF

D TE VA Y ELE WA LK WA

Level 3

BLDG SUPPORT

TOTAL SQUARE FEET 67,429

14%

CONSTRUCTION PROGRESSPROGRESS

Shoring wall supporting the (e) auditorium. Temporary drainage in place to keep excavation as dry as possible.

Level 1 Retaining Wall with welded Nelson studs visible.

Pour of exterior Level 1 retaining wall that runs the length of the building. It was poured in 5 sections.

Level 2 deck pour with level 3 structure and termination of retaining wall visible.

Brace Frame Detail.

Erection of level 2 commons structure

Finalizing sheet metal details for the Academic Addition

DOCUMENTATION & DETAILING LEGEND: f13 fA

OUT OF PLANE ELEVATION

f14 fB

f16 fC

f12 fD

f11 fE

CMU-2

BV-1

CMU VENEER

BRICK VENEER

SEE 4/A3.005

A3.208

A3.207

A3.101

A3.403

MWP-1

CMU-3 CMU VENEER

PREFINISHED METAL PANEL

9 A8.403

9 _____ A8.402

f13 fA

OUT OF PLANE ELEVATION

f14 fB

A320

ADD 02

f16 fC

f12 fD

11 A8.401

A3.208

A3.207

SIM

f11 fE

A3.101 JT

2 A8.703

A3.403

A328

A8.402

A303

ADD 04

A303 A321

16 A8.202 BEYOND

SIM

11 _____ A8.205

CJ 8 _____

12 _____

A8.205

ADD 02

ADD CJ A340 04 A333

A8.201

11 _____

7 _____

10' - 0"

A332

11 A8.401

CJ A320 A340 5 3 A8.701 ADD A8.704 04 Y

6 _____

SEE 1/A3.004 FOR REFERENCE

A8.303

CURVED ELEVATION

ADD 02

JT SECTOR T1 SEE 1/A3.004

f15 f3

SCALE: 1/8" = 1'-0"

A3.102

SCALE: 1/8" = 1'-0"

2' - 2 1/2"

CURVED ELEVATION

2'-8"

U V

ADD 04

f10 f1 2'-8"

f15 f3

7'-4"

ADD 04

3 A8.401

1 ADD 02

A004 CJ

A340 CJ

5 ADD A8.501 02 CJ

c6U V

2'-8"

2'-0" ADD 02V

U V

ADD 02 V1

CJ U1

CJ V1

EQ CJ

U1 CJ

20'-0" ARC

V1 CJ

VCJ 2'-10"

CJ U1

ADD 02

U CJ

V1 CJ

ADD 02

A8.401

U CJ

ADD V 02

A327

20'-9 1/2" ARC

A354

20'-0" ARC CJ CJ

E1b

A3.206

EQ V1

V1 V1

A355 ADD 02 CJ

A333

EQ V1

U1 V1

2'-10"

U V

V1 V1

V1 V

A327

10 _____

2'-10"

A8.401

A333 V1

A8.402

A3.206

ADD V1 02

LEVEL 3 T.O. SLAB

SCALE: 1/8" = 1'-0"

10 _____ A8.401

VADD 02

f4 A008

3 _____ A8.403 A344

(E) LEVEL 2 15' - 0" T.O. SLAB

A349

A328

EXTERIOR ELEVATION SECTOR T1/T2 - WEST _____ 1 LEVEL 3 10

SCALE: 1/8" = 1'-0"

3 30' - 0" T.O. SLAB _____

10 _____

15 _____ A8.402

A008 A328

(E) LEVEL 2 LEVEL 3 T.O. SLAB SLAB 15' -- 0" 0" T.O. 30'

SEE 2/A3.005

A355

NOTE: CURVED ELEVATION SHOWN FLATTENEDA327 FOR REFERENCE ONLY. USE DIMENSIONS NOTED IN DRAWINGS. WORKING DIMENSIONS ARE NOT TO BE SCALED FROM DRAWINGS.

10 _____ A8.401

ELEVATION OUT OF PLANE

9 _____

A336

A333

15 _____

EXTERIOR ELEVATION SECTOR T1/T2 - WEST 1 A8.402

A008

SCALE: 1/8" = 1'-0"

2'-0"

A345

15 _____

A336

9 _____ U1

A328

A344 A349

ADD

SCALE: 1/8" = 1'-0"

SEE021/A3.005 FOR TYPICAL KEYNOTES

A8.401

A354 CJ

- 0" EXTERIOR ELEVATION SECTOR T1 30' - WEST 2 CJ

ADD 02 ADD 04

SEE 1/A3.005 FOR TYPICAL KEYNOTES 15' - 0" T.O. SLAB

ELEVATION OUT OF PLANE

ADD 02

A8.403

A354

ALIGN V1

A8.401

A345

9'-0"

3 V1 A8.401

SEE 2/A3.005 V

ADD V1 02

NOTE: CURVED ELEVATION SHOWN FLATTENED FOR REFERENCE ONLY. USE DIMENSIONS NOTED IN DRAWINGS. WORKING DIMENSIONS ARE NOT TO BE SCALED FROM DRAWINGS.

E1b CJ

10 _____

ADD 04

ELEVATION OUT OF PLANE A304

A333

revisio

1'-4"

ADD 02

(E) LEVEL LEVEL 2 3 T.O. SLAB SLAB 15' 30' -- 0" 0" T.O.

A344 A349

ADD 02

phase revisio

date02 ADD project ADD 04

EXTE SECT

revisio ADD 02 ADD 04

A8.403

ADD 02

2'-0"

A337

A8.401

A354 A355

ADD 04

A3.206

ALIGN 9'-0"

LIGHTING DATUM

KEYNOTES

1'-4"

ADD 02

ALIGN WITH C.L.INT. WALL

A336

A304 A337 A320 A321 A327 A328 A332 A333 A004 A336 A008 A340 A303 A341 A344 A304 A345 A320 A349 A321 A327 A354 A328 A355 A332 A333 A336 A340 A341 A337 A344 A345 A349 SEE

EXTERIOR ELEVATION SECTOR _____ T1 - WEST 2 (E) LEVEL 2

CJ V1

9 _____

ADD 04

A304

ADD 02

KEYNOTES

A354 A355 A004 A008 A303

A333

ADD 3 02 A8.401 CJ CJ

7'-4"

A304

2'-8" ADD 04

RADIAL GRID

ALIGN WITH C.L.INT. WALL

RADIAL GRID

ADD 02

CJ V1

20'-9 1/2" ARC

1'-2"

RADIAL GRID

V A340

V 3 A3.206

A3.206

c5 A004

1'-2"

1'-0"

A345 V1

RADIAL GRID

RADIAL GRID U

f3 V

ADD 04

RADIAL GRID

ADD 04

RADIAL GRID

CJ V1

RADIAL GRID

E1b

RADIAL GRID

ADD 02

ADD 04

ALIGN

RADIAL GRID

CJ EQ CJ EQ V

ADD 02

RADIAL GRID

9'-0"

1'-0"

ADD 02

CJ U1

RADIAL GRID

RADIAL GRID LIGHTING RADIAL DATUM GRID

ADD 04

LIGHTING DATUM

5/20/2021 8:21:30 AM 5/20/2021 8:21:30 AM 5/20/2021 8:21:30 AM BIM 360://19022 West Salem BIM 360://19022 HS/CENTRAL_W_Salem.rvt West Salem HS/CENTRAL_W_Salem.rvt BIM 360://19022 West Salem HS/CENTRAL_W_Salem.rvt

CJ V

7'-4"

ADD 02

ADD 04

2'-8"

ADD 02

A333 2' - 2 1/2"

RADIAL GRID

ADD 04

20'-0" ARC

A3.206 ADD 02

2'-8"

RADIAL GRID

20'-9 1/2" ARC

1'-2" ADD 02

ADD 04

CMU-2 SLOPED SILL SIDING TRIMS AND ACCESSORIES TO MATCH SELECTED SIDING COLOR. PIPE DOWNSPOUT TRANSITION FROM DOWNSPOUT PIPE DOWNSPOUT EXTERIOR FINISH SHOWN RETURNS 90 TO DEGREES BACK TO PARALLEL WALL UNLESS OTHERWISESHEET NOTED. PREFINISHED METAL FASCIA W/ VERTICAL JOINTS 12'-0" OC TYP. OUTLINE OF BUILDING FOUNDATION, SEE STRUCTURAL OVERFLOW NOZZLES ARE TO BE MOUNTED AT 2'-8" A.F.F. UNLESS DASHED OUTLINE OF LOOSE LINTEL, SEE EXT. STOREFRONT DETAILS. SEE OTHERWISE NOTED. STRUCT. DWGS. FOR LINTEL SIZE. ING CMU-1 SPECIAL SHAPE WALL HYDRANT BOXES, SEE PLUMBING EXTERIOR METAL CANOPY FINISHED GRADE, SEE CIVIL/LANDSCAPE DWGS ROOF DRAIN OVERFLOW NOZZLE MOUNTED TO CMU RETURN, SEE PLUMBING MASONRY CONTROL JOINTS, TYP. 3 SEISMIC JOINT COVER W/ RATEDLEVEL FIRE BARRIER SLAB 30' HPC-X, - 0" T.O. METAL GUARDRAIL - PAINT TYP. UPPER EXTENT OF ANTI-GRAFFITI COATING MASONRY JOINT AT SHELF ANGLE / DEFLECTION JOINT, TYP. CMU COURSE, ALIGNED TO EXISTING, TYP. ROOF DRAIN OVERFLOW NOZZLE, SEE PLUMBING EXTERIOR METAL CANOPY CMU-2 SLOPED SILL FINISHED GRADE, SEE CIVIL/LANDSCAPE DWGS PIPE DOWNSPOUT ROOF DRAIN FROM OVERFLOW NOZZLETO MOUNTED TO CMU RETURN, SEE TRANSITION DOWNSPOUT PIPE DOWNSPOUT PLUMBING PREFINISHED SHEET METAL FASCIA W/ VERTICAL JOINTS 12'-0" OC TYP. MASONRY CONTROL JOINTS, TYP. OUTLINE OF BUILDING FOUNDATION, SEE2STRUCTURAL (E) LEVEL SEISMIC COVER W/ RATED FIRESEE BARRIER DASHED JOINT OUTLINE OF LOOSE LINTEL, SLABEXT. STOREFRONT DETAILS. SEE 15' HPC-X, - SIZE. 0" T.O. METAL GUARDRAIL - PAINT TYP. STRUCT. DWGS. FOR LINTEL UPPER EXTENT OF ANTI-GRAFFITI COATING ING CMU-1 SPECIAL SHAPE MASONRY JOINTBOXES, AT SHELF ANGLE / DEFLECTION JOINT, TYP. WALL HYDRANT SEE PLUMBING CMU COURSE, ALIGNED TO EXISTING, TYP. ROOF DRAIN OVERFLOW NOZZLE, SEE PLUMBING CMU-2 SLOPED SILL PIPE DOWNSPOUT TRANSITION FROM DOWNSPOUT TO PIPE DOWNSPOUT LEVEL 3 PREFINISHED SHEET METAL FASCIA W/ VERTICAL JOINTS 12'-0" OC TYP. 30' - 0" T.O. SLAB OUTLINE OF BUILDING FOUNDATION, SCALE: 1/8" = 1'-0" SEE STRUCTURAL DASHED OF LOOSE LINTEL, SEE EXT. STOREFRONT DETAILS. SEE 1/A3.005 FOROUTLINE TYPICAL KEYNOTES STRUCT. DWGS. FOR LINTEL SIZE. ING CMU-1 SPECIAL SHAPE f4 WALL HYDRANT BOXES, SEE PLUMBING

EXTERIOR ELEVATION SECTOR T1 - WEST 2 U

ALIGN WITH C.L.INT. WALL

RADIAL GRID

1'-0"

ADD 02

A3.102

5 A8.501

ADD 04

f4 f9

1'-4"

3 A3.206

A340

f17 f2 V

ADD 04

ADD 02

A341 8. A344 A345 9. A349

f4 f9

SEE 1/A3.005 FOR TYPICAL KEYNOTES

SEE 1/A3.004 FOR REFERENCE

f17 f2

EXTERIOR ELEVATION SECTOR T1 - SOUTH 3

5 A8.501

SEE 1/A3.005 FOR TYPICAL KEYNOTES

MASONRY DIMENSIONS ARE NOMINAL

ALL PREFINISHED SHEET METAL FLASHING TO MATCH ADJACENT METAL LINTELS INDICATED WITH DASHED LINES FOR REFERENCE ONLY. CONFIRM PANEL FINISH, UNLESS OTHERWISE NOTED. LOCATIONS AND ATTACHMENT WITH STRUCTURAL. EXTERIOR METAL CANOPY SIDING TRIMS AND ACCESSORIES TO MATCH SELECTED SIDING COLOR. FINISHED GRADE, SEE CIVIL/LANDSCAPE CONTROL JOINTS SHOWN WHERE VISIBILE. SEEDWGS DETAILS ON A8.401 FOR MORE INFORMATION. ROOF DRAIN OVERFLOW NOZZLE MOUNTEDBACK TO CMU SEE EXTERIOR FINISH SHOWN RETURNS 90 DEGREES TORETURN, PARALLEL WALL PLUMBING UNLESS OTHERWISE NOTED. STOREFRONT WINDOW DETAILS PROVIDED ON A8.301-A8.303 MASONRY CONTROL JOINTS, TYP. OVERFLOW NOZZLES ARE TOW/ BERATED MOUNTED 2'-8" A.F.F. UNLESS SEISMIC JOINT COVER FIRE AT BARRIER FIELD VERIFYNOTED. ALL DIMENSIONS OTHERWISE METAL GUARDRAIL - PAINT HPC-X, TYP. UPPER EXTENT OFARE ANTI-GRAFFITI MASONRY DIMENSIONS NOMINAL COATING MASONRY JOINT AT SHELF ANGLE / DEFLECTION JOINT, TYP. ALL PREFINISHED SHEET METAL FLASHING MATCH ADJACENT METAL CMU COURSE, ALIGNED TO EXISTING,TO TYP. PANELROOF FINISH, UNLESS OTHERWISE NOTED. DRAIN OVERFLOW NOZZLE, SEE PLUMBING

A333 A336 7. A340

A3.206

FIELD VERIFY ALL DIMENSIONS

6. 1.

A327 5. A328 6. A332

ADD 04

(E) LEVEL 1 0' - 0" T.O. SLAB

f15 f3

STOREFRONT WINDOW DETAILS PROVIDED ON A8.301-A8.303

3. A304 9. A320 4. A321

(E) LEVEL LEVEL 2 1 (E) 0' -- 0" T.O. SLAB SLAB 15' 0" T.O.

SCALE: 1/8" = 1'-0"

f10 f1

CONTROL JOINTS SHOWN WHERE VISIBILE. SEE DETAILS ON A8.401 FOR MORE INFORMATION.

A004 7. A008 2. A303 8.

SEE 1/A3.005 FOR TYPICAL KEYNOTES

EXTERIOR ELEVATION SECTOR T2 - LOWER SOUTH 4

f4 f9

EXTERIOR ELEVATION SECTOR T1 - SOUTH 3

(E) LEVEL 1 0' - 0" T.O. SLAB

LINTELS INDICATED WITH DASHED LINES FOR REFERENCE ONLY. CONFIRM LOCATIONS AND ATTACHMENT WITH STRUCTURAL.

GENERAL NOTES KEYNOTES

ADD 02

2' - 2 1/2"

OVERFLOW NOZZLES ARE TO BE MOUNTED AT 2'-8" A.F.F. UNLESS OTHERWISE NOTED.

3 A3.206

A3.102

SEE 1/A3.004 FOR REFERENCE

A004

f17 f2

LEVEL 2 SEE 1/A3.005 FOR TYPICAL (E) KEYNOTES LEVEL 3 T.O. SLAB SLAB 15' -- 0" 0" T.O. 30'

ADD 04

SECTOR T1 SEE 1/A3.004

ADD 04

2 A8.703

A328 SCALE: 1/8" = 1'-0"

ADD 02

SCALE: 1/8" = 1'-0"

A332

A340

f10 f1

SEE 1/A3.005 FOR TYPICAL KEYNOTES

A8.205

A320 5 A8.701 ADD

A8.205

A340 A333

EXTERIOR ELEVATION SECTOR T2 - LOWER SOUTH 4 A303

SIDING TRIMS AND ACCESSORIES TO MATCH SELECTED SIDING COLOR. JT METAL WALL PANEL 90 DEGREES BACK TO PARALLEL WALL EXTERIOR FINISH SHOWN RETURNS REVEAL UNLESS OTHERWISE NOTED.

GENERAL NOTES

0' - 0" T.O. SLAB

ADD 02

(E) LEVEL LEVEL 2 1 (E) T.O. SLAB SLAB 0' -- 0" 15' 0" T.O.

A332

U1 1'-4"

04ADD 04

LEVEL 3 T.O. SLAB 30' -(E) 0" LEVEL 1

EXTERIOR ELEVATION SECTOR T1 - SOUTH 3

ADD 04

CURVED ELEVATION

11'-0"

6 _____

SIM

1 A8.704

A8.205

11 A8.401

A341 CJ CJ

15 _____

CJ A8.402 CJ

A8.403 ADD A328 A320

ADD 02

10'-4"

7 _____

CJ 11 A8.401

SCALE: 1/8" = 1'-0"

SEE 1/A3.005 FOR TYPICAL KEYNOTES (E) LEVEL LEVEL 3 2 15' -- 0" 0" T.O. T.O. SLAB SLAB 30'

MASONRY DIMENSIONS ARE NOMINAL CJ MASONRY OPERABLE ALL PREFINISHED SHEET JOINT METAL FLASHING TO MATCH ADJACENT METAL CONTROL ALUMINUM PANEL FINISH, UNLESS OTHERWISE NOTED. STOREFRONT PANEL

ANTI-GRAFFITI

A8.201 A8.204

3 A8.704 SIM

A8.205

6 _____ 3 _____

ADD 04

11 A8.401

FIELD VERIFY ALL DIMENSIONS

10'-4"

12 _____

A8.205

ADD 02

SIM

ANTI-GRAFFITI

A8.303

U1 1'-4"

ADD 02

10' - 0"

6 _____

(E) LEVEL 2 15' - 0" T.O. SLAB 2 A8.703 9

A8.402

ADD 04

0' - 0" T.O. SLAB

EXTERIOR ELEVATION SECTOR T2 - LOWER SOUTH 4 1 A8.704

8 _____

A8.402

T.O. SLAB 30' -(E) 0" LEVEL 1

11'-0"

A8.204

SECTOR JT T1 SEE 1/A3.004 9 _____

CONTROL JOINTS SHOWN WHERE VISIBILE. SEE DETAILS ON A8.401 FOR JT MWP-1WALL PANEL CMU-3 METAL MORE INFORMATION. REVEAL CMU VENEER PREFINISHED STOREFRONT WINDOW DETAILS PROVIDED ON A8.301-A8.303 METAL PANEL

LEVEL 3

SIM A320 A340 5 11 11 A8.701 ADD A8.401 04 A8.401 SIM SIM

ADD A320 02

ADD 02

ADD 04

CMU VENEER

CJ CMU-2 MASONRY OPERABLE BV-1 CONTROL JOINT ALUMINUM VENEER LINTELS INDICATED WITH DASHED LINES FOR REFERENCECMU ONLY. CONFIRM STOREFRONT PANEL BRICK VENEER WITH STRUCTURAL. LOCATIONS AND ATTACHMENT

9 A8.403

1 A3.403

15 _____

A332

A341

16 A8.202 BEYOND

3 _____

f11 fE

JT JT

11 A8.401

A340 A333 A321

CJ 11'-0"

A8.205

A332

11 _____

7 _____

f12 fD JT JT

9 _____

ADD 02

SIM

6 _____ A8.201

3 11 A8.704 A8.401 Y

A8.205

JT JT

A3.101

A8.402

(E) LEVEL 2 15' - 0" T.O. SLAB

f16 fC

3 A3.207

10'-4"

ANTI-GRAFFITI

PARALLEL GRID

11 A8.401

ADD 02

SIM

ADD 04

f14 fB

ADD 04

6 U1 1'-4" CJ _____ 2 A8.303 A3.208

PARALLEL GRID

12 _____

f13 fA

LEGEND: GENERAL NOTES

PARALLEL GRID

11 A8.401

PARALLEL GRID

30' - 0" T.O. SLAB

11 A8.401

CMU-3

PREFINISHED METAL PANEL

ADD 04

LEVEL 3 30' - 0" T.O. SLAB

PARALLEL GRID

SIM

1 A8.704 8 _____

ADD 02

SIM

A321

16 A8.202 BEYOND

CMU VENEER

MWP-1

PARALLEL GRID

SEE 4/A3.005

10' - 0"

OUT OF PLANE ELEVATION

A8.204

CMU-2

BV-1

C 1

15 _____

LEVEL 3

A341

OPERABLE ALUMINUM STOREFRONT PANEL

METAL WALL PANEL REVEAL

BRICK VENEER

SEE 4/A3.005

3 _____

MASONRY CONTROL JOINT

LEGEND: JT

ADD 04

A355

(E) LEVEL 2 15' - 0" T.O. SLAB

SEE 2/A3.005

A8.401

NOTE: CURVED ELEVATION SHOWN FLATTENED FOR REFERENCE ONLY. USE DIMENSIONS NOTED IN DRAWINGS. WORKING DIMENSIONS ARE NOT TO BE SCALED FROM DRAWINGS.

EXTERIOR ELEVATION SECTOR T1/T2 - WEST 1 SCALE: 1/8" = 1'-0"

West Salem High School Addition Documentation & Detailing Examples

phase

date project

EXTE SECT

phase

date project

EXTE SECT

ADD 04

(E) CMU TO REMAIN (E) DAMPPROOFING TO REMAIN

L5X3X12 LLV GA. ANGLE W/ (2) #10 SCREWS IN VERTICAL LEG AT EACH STUD

CONTINUOUS BENT PLATE SEE STRUCTURAL

BACKER ROD AND SEALANT 1/2"

PRECAST CAP WITH DRIP EDGE. SEAL ALL PENETRATIONS.

1/4" SHIM AT EACH STUD

SS DRIP FLASHING - EXTEND INTO GROUT JOINT

3/4"

TOP RAIL

ADD 02

LAP SEALANT OVER TRIM

CONCRETE PAVERS

BACKER ROD AND SANDED SEALANT

PEDESTAL

SHIMS, EVERY 8" OC

COUNTERFLASHING SET IN SEALANT

VENT COURSE @ 24" O.C.

@ 6'-0" OC MAX

INTERMITTENT SPACER - SEE STRUCTURAL

L5 1/2 AN EM CO 18 PR-24 1/4 EM CO

FOS DIM

PR-24

PATCH (E) GYPSUM WALL BOARD AT ALL NEW STEEL PLATE LOCATIONS. PAINT TO MATCH EXISTING

6'-0" TALL POST

(E) CMU VENEER TO REMAIN

CO SE

ADD 02

1/4"= 1'-0" SLOPE

SOLID CMU BLOCK (TRIM TOP EDGE) 4"

LAP SEALANT OVER SAM & EXISTING DAMPPROOFNG

1 1/2"

3" FIBERBOARD INSULATION

3/8" SAM

4" MIN

SEE FLOOR PLAN FOR FLOOR TYPE

PEDESTAL

FOS DIM

PR-24

SCALE:

SAM

WP-5 1/2" MAX

@ 6'-0" OC MAX

1/4"

3/8"

3" = 1'-0"

EXTERIOR

INTERIOR

FOS DIM

INTERIOR

SF BEYOND SF DOOR, SEE DOOR SCHEDULE GRIND DOWN (E) SLAB EDGE UNDER THERSHOLD FOR POSITIVE DRAINAGE OFFSET DOOR THERSHOLD SET IN CONT. BED OF SEALANT 2" MIN

TERMINATE PROTECTION SHEET 1" BELOW WP-5. ADHERE SAM

1/4"

2" MIN SEALANT

FOS DIM

SCALE:

3" = 1'-0"

SEE FLOOR PLAN FOR FLOOR TYP

5/16 5/16

STOREFRONT SILL AT ROOF PAVERS 5 GUARDRAIL @ BRICK

CONTINUOUS BENT PLATE WITH EXPANSION ANCHOR- SEE STRUCTURAL

/2" MAX

SEE

AD 0

SEE PLAN FOR WALL TYPE

INTERIOR

7 1/2" 6" MIN

2" MIN SEALANT

SAM

1/2"

TO. STEEL SEE SECTION

1/2"

SEE FLOOR PLAN FOR FLOOR TYPE

PAVERS @ SF DOOR SILL @ (E) MTL DECK 8

WRB-2

BACKER ROD & SEALANT AROUND FULL PERIMITER OF PENETERATION

2 1/2" MIN SAM

PL 3/8 X 7 1/2"

WF BEAM AT NEW ARCADE, SEE PLAN

SCALE:

ADD 04

SLOPE SEE PLA

LAP SAM OVER WRB AND AROUND KNIFE PLATE

SEE FLOOR PLAN FOR CONCRETE ON METAL FLOOR DECKTYPE

3" FIBERBOARD INSULATION

4" MI SAM

7 1/2"

ADD 02

ASI-07

WF BEAM AND ANGLE - SEE STRUCT

STRUCT. ANGLESEE STRUCT

ANGLE, SEE STRUCT.

SLOPE SEE PLAN

SAM

2" MIN SAM

2" MIN

LAP WP-5 UP CONCRETE WALL

FLOOR LEVEL TO MASONRY

SAM

(E) WF BEAM

RUN WP-5 AND PROTECTION SHEET UP CONCRETE.

LAP PROTECTION SHEET OVER WP-5 2" MIN

SEC-01

(E) SLAB AND METAL DECK

PEDESTAL

SEE FLOOR PLAN FOR FLOOR TYPE

6'-0" TALL POST

FOS DIM

SEE STRUCT

4" MIN

CONCRETE PAVERS

SAM THROUGH-WALL FLASHING W/ UPTURNED END DAMS

LAP SAM OVER WALL

ADD 02

7 1/2" SLAB STEP

CLOSURE PLATE, SEE STRUCT.

WP-5

SAM SAM

RUN WP-5 AND PROTECTION SHEET UP CONCRETE

FLOOR LEVEL

CONFIRM WITH EXISTING

VENT COURSE @ 24"

SOLDERED END CAP (DOWNTURNED) 1" O.C. CONCRETE PAVERS

1/4"= 1'-0" SLOPE

PEDESTAL

6" MIN

2" MIN

COUNTERFLASHING SET IN SEALANT

SLOPE SEE PLAN

SAM THROUGH-WALL FLASHING W/ UPTURNED END DAMS

LAP THROUGH-WALL SAM OVER PRIMER AND PROTECTION SHEET

3" = 1'-0"

ADD 02

PRIMER

WEEP VENT @ 24"OC MORTAR DIVERTER- 8" MIN SS DRIP FLASHING W/HEMMED EDGE W/ END DAMS TERMINATE PROTECTION SHEET 1" BELOW WP-5. ADHERE SAM FLASHING TO WP-5

PAVERS @ EXISTING CMU 15

INTERIOR

LAP SEALANT OVER SAM & EXISTING DAMPPROOFNG

LAP SAM OVER SS DRIP FLASHING

2" MIN

1/2"

CONCRETE PAVERS

SOLID CMU BLOCK (TRIM TOP EDGE)

3" FIBERBOARD INSULATION

SEC-01

1/4"

FLOOR LEVEL LAP SEALANT OVER TRIM

3" = 1'-0"

EXTERIOR ALUMINUM TRIM SEALANT AND BACKER ROD ALUMINUM SF SYSTEM PR-24CONT. SF SILL ATTACHMENT ANGLE L5X3X12 LLV GA. MANUFACTURER'S SF BACK PAN ANGLE W/ (2) #10 TOP RAIL EVERY 8" OC SHIMS SCREWS IN VERTICALPROVIDE LEG AT EACH STUD SEALANT AND BACKER ROD PRECAST CAP WITH DRIP EDGE. SEAL ALL 1/4" SHIM AT EACH SS DRIPPENETRATIONS. FLASHING W/HEMED EDGE STUD ADD TERMINATE PROTECTION SHEET ADD 04 BACKER ROD AND CONCRETE PAVERS 1" BELOW WP-5. ADHERE SAM SANDED SEALANT 02 SLOPE SEE PLAN FLASHING TOEVERY WP-58" OC PEDESTAL SHIMS, FLOOR LEVEL

TERMINATE PROTECTION SHEET 1" BELOW WP-5. ADHERE SAM FLASHING TO WP-5

1/4"

1/2"

3/4"

SAM

4" MIN SAM

4" MIN

1/4"

INTERIOR

4" MIN

1/2" MAX

LAPROD AND SEALANT BACKER SLOPE SEE PLAN

(E) INSULATION TO REMAIN

INTERIOR

SF BEYOND

MIN SS2" DRIP FLASHING - EXTEND INTO GROUT JOINT

(E) CMU VENEER TO REMAIN

(E) DAMPPROOFING TO REMAIN

SEE PLAN FOR WALL TYPE

GUARDRAIL @ BRICK 6 SCALE:

ADD 04

EXTERIOR

SF DOOR, SEE DOOR SCHEDULE (E) CMU VENEER TO REMAIN GRIND DOWN (E) SLAB EDGE PATCH (E) GYPSUM WALL BOARD AT ALL NEW STEEL UNDER THERSHOLD FOR PLATE LOCATIONS. PAINT TO MATCH EXISTING POSITIVE DRAINAGE INTERMITTENT SPACER - SEE STRUCTURAL OFFSET DOOR THERSHOLD CONTINUOUS BENT PLATE SET IN CONT. BED OF SEALANT SEE STRUCTURAL

CONTINUOUS BENT PLATE WITH EXPANSION ANCHOR- SEE STRUCTURAL

3" FIBERBOARD INSULATION WRB-2

(E) CMU TO REMAIN

SAM

INTERIOR

FOS DIM

SEE FLOOR PLAN FOR FLOOR TYPE

SCALE:

6" MIN

5/16 5/16

SEE PLAN FOR WALL TYPE PR-24

Lower Right: West Salem High School Occupiable Roof Deck Details

SEE FLOOR PLAN FOR FLOOR TYPE

1/2"

LAP SAM OVER WRB AND AROUND KNIFE PLATE

CONCRETE ON METAL DECK

(E) CMU TO REMAIN

LA SH LA CO PL 1/2 SC W PE ST SE PL PL 3/4 AN W SP LA W KN

ADD 02

SLOPE SEE PLAN

CONFIRM WITH EXISTING

TO. STEEL SEE SECTION

2 1/2" MIN SAM

PL 3/8 X 7 1/2"

2" MIN

LA BACKER ROD & SEALANT AROUND FULL PERIMITER OF PENETERATION

7 1/2"

ADD 02

PEDESTAL

PR-24

2" MIN SEALANT

STRUCT. ANGLESEE STRUCT

CONCRETE PAVERS

SLOPE SEE PLAN

FLOOR LEVEL TO MASONRY

1/2"

LAP WP-5 UP CONCRETE WALL

WP-5

6" MIN

FLOOR LEVEL

LAP PROTECTION SHEET OVER WP-5 SAM

2" MIN

LAP SAM OVER WALL

LAP THROUGH-WALL SAM OVER PRIMER AND PROTECTION SHEET

Right: North Salem High School Wall Sections

SAM

2" MIN

Left: Exterior Elevations from West Salem High School

2" MIN

SAM

SLOPE SEE PLAN

WEEP VENT @ 24"OC MORTAR DIVERTER- 8" MIN SS DRIP FLASHING W/HEMMED EDGE W/ END DAMS TERMINATE PROTECTION SHEET 1" BELOW WP-5. ADHERE SAM FLASHING TO WP-5

SAM

2" MIN

LAP SAM OVER SS DRIP FLASHING

SEE PLAN FOR WALL TYPE WRB-1 SEE EXT. ELEVATIONS FOR CMU TYPE LAP SEALANT OVER SAM

3" = 1'-0"

SEE PLAN FOR WALL TYPE

EXTERIOR ALUMINUM TRIM SEALANT AND BACKER ROD ALUMINUM SF SYSTEM CONT. SF SILL ATTACHMENT ANGLE MANUFACTURER'S SF BACK PAN PROVIDE SHIMS EVERY 8" OC SEALANT AND BACKER ROD SS DRIP FLASHING W/HEMED EDGE ADD TERMINATE PROTECTION SHEET ADD 04 1" BELOW WP-5. ADHERE SAM 02

INT

COMPLETED PROJECTS

Left: Entry Atrium with wood-clad volume of the maker space Right: Second level of circulation spine at library entry. Staircase ends under a skylight providing natural light. Lower Right: View of entry from academic plaza

THE CAMPUS AMONGST US

From Ludwig Hilberseimer’s 1924 manifesto, Hochhausstadt, to its modern day equivalent — the corporate urbanism of Silicon Valley. In the original manifesto, Hilberseimer vertically organizes the functions of a city into a series of stratified layers. Hilberseimer’s work anticipates the conditions that underpin Silicon Valley urbanism, including extreme mobility brought on by changing forms of labor. Campus Amongst Us questions the new forms of urbanism presented by corporate campuses and their friendly, cheerful appearance.

SPACES

-Published on Cornell AAP Student Work Website and in the Drawing City Manifestos Survey

1 4

ke yoru favorite AirBNB: Groceries, Laundry and Other Chores take care of themselves.

at Outside? Eat by the Soccer Field.....

a Variety of spaces to take a meeting

e that cars are lame.....thats why we have a network of pedestrian bridges so you e to leave the campus

2 AT FLUFFR, YOUR TIME IS PRECIOUS. WE TAKE CARE OF YOUR EVERY NEED, SO YOU NEVER HAVE TO LEAVE!

THE TEAM HELMUT

YANG

SALLY RUTH

-1-

5:00AM - 16th Street - The Mission - San Francisco

Hey there, Headed to Fluffr? I can show you the way....

5:40 100%

3 Hours Later..... Somewhere in central CA.

8:30PM - Home Life Click Click Click

NOON - Team Lunch

....

Click Click Click

Me: Isn’t this place great? Before Fluffr, I was working as an intern at LinkedIn. We moved because the education at Fluffr is so much better...

I just moved from Google. The Apartments here are more spacious.

Super Modern Design! Vegetarian Non-GMO Super Healthy!

Vegetarian Non-GMO Super Healthy!

Do you want to go to the park? Lets go to the park.....

100% Super Healthy

Eat While You Work

8:00am - At Desk Ted got stuck in the Fishbowl again...

Beautiful weather we are having.

We have a variety of unique spaces to support collaboration There are “impromptu” dance parties every two hours!

12:30PM - Team Lunch

PARK

I always sneak in here when everyone is distracted. It’s the best opportunity to eat donuts without the judgment, you know?

5:30PM - Picking Up the Kids

There are “impromptu” dance parties every two hours!

Upper Left: Fluffr Campus Housing Left: Fluffr Cafeteria Lower Left: Team hangout in the Server Conservatory

Top: Conservatory with Landscaped servers Below: Waste heat from the servers is stored in concrete benches and released at night when the conservatory is coldest.