Portfolio | Bo Steadman, Fall 2014

Page 1

BO STEADMAN SELECTED PROJECTS FALL 2014

604 Galer St, #221 Seattle, WA 98109 bsteadman711@gmail.com 913.486.4812 www.bosteadman.com



CONTENTS

Tallgrass Visitorโ€™s Center

5-9

Anselm Kiefer Museum

10-13

Stavanger Library

14-19

Camp Daisy Hindman Bathhouse

20-25

Nu Skin Innovation Center

26-27

Louisville Mixed-Use Development

28

San Juan Island Residence

29

Graphics, Branding, and Web Design Rรฉsumรฉ

30-31 32


TALLGRASS VISITORรข€™S STATION Prof. Torgeir Norheim / Fall 2009

Physical model looking northwest


Sketchup, Maxwell Render, AutoCAD, Photoshop, Illustrator

/

5

The Tallgrass Visitorโ€™s Center brief asked us to design a building combining a visitorโ€™s center and offices for the National Park Service on the Tallgrass Prairie Preserve north of Strong City, Kansas (a national land preserve). The site, an important and endangered ecosystem, required a gentle and sustainable approach to building. Programmatically, the design was divided into two parts: a visitorโ€™s center (which sits on an elevated tray) and offices for the various local, state, and national park services. To provide access to the elevated visitorโ€™s center, a large grass ramp (with a smaller, paved footpath) was created, providing a strong procession to the main visitorโ€™s entrance. A folding roof (drawing from the local barn typology) was used to collect rainwater and prevent solid runoff; mitigate unwanted solar gain; channel summer wind and block winter wind; and provide light throughout the year.


TALLGRASS VISITORโ€™S STATION Prof. Torgeir Norheim / Fall 2009

FOLDING ROOF Grass Entry Ramp Polycarbonate Ridgelight

GLASS ENCLOSURE 10โ€™ Bays Wooden Louvers

PRIMARY STRUCTURE Ridge Beam Post And Lintel System Cross Bracing

PROGRAM AND SPACES Park Service Offices Exhibition Area Sliding Partition Walls


Strong City, KS

NPS Offices Reception

KPS+NCS Offices

Exhibition Space

Conf.

Visitors Offices

Kitchen Library Theater

First Floor

Second Floor

Stacking the visitorรข€™s center above the offices gives prominence to the smaller programmatic element

/

7


TALLGRASS VISITORรข€™S STATION Prof. Torgeir Norheim / Fall 2009

First floor looking east

SOUTH:

Shed rain/snow

Channel SE summmer wind Collect rainwater

Allow winter sun Block summer sun


Strong City, KS

Second floor looking east

NORTH:

Shed rain/snow

Block NW winter wind

Provide diffuse vertical light to exhibition space

/

9


ANSELM KIEFER MUSEUM Prof. Larry Bowne / Spring 2010

The One Artist Museum brief asked us to design a contemporary art museum dedicated to a single artist of our choosing. Our site

Sculpture

was a mid-block lot in Chelsea, New York, next to the newly-completed first

Painting

section of the High Line. Photography

Drawings

The project was conceived as a series of light baffles, decreasing the amount of light from floor to floor to provide an appropriate amount of light for the various mediums of Kieferรข€™s artwork.


/

11

en

et

Av

St re

10

th

W1 8 th

ue

1 1 th

Av e n

ue

Th

eH

ig

h

Li

ne

Sketchup, VRay, Vectorworks, Photoshop, Illustrator

The block on which the building is sited contains buildings by Jean Nouvel, Frank Gehry, Shigeru Ban, and Annabelle Selldorf. The site is adjacent to the High Line.


ANSELM KIEFER MUSEUM Prof. Larry Bowne / Spring 2010

Entry Stairs

Gallery Spaces

Simple, Diaphanous

Sixth-Floor Gallery

Galleries

HIGH LINE LEVEL Bath. Office Library

Auditorium

Mech.

scale

The High Line divides the gallery spaces from the rest of the museum.

Terrestrial, Contorted


Chelsea, NYC

The purity of the white ceiling is juxtaposed with an industrial material palette.

Basement 2

Level 1

Level 3

Level 5

Basement 1

Level 2

Level 4

Level 6

/

13


STAVANGER LIBRARY Prof. Torgeir Norheim / Fall 2009

2 3

1

Site Axonometric Stavangerโ€™s New Cultural Hub: (1) Library (2) Amphitheater (3) Existing Contemporary Art Gallery

The Stavanger Library brief asked us to master plan and design a library for an underutilized park space in Stavanger, Norway. The first half of the project was composed of research and site design and the second half of the project was spent designing the library building. At the time of the project, the site was essentially the ungroomed backyard of the surrounding buildings. Currently, the site is unofficially divided into three zones: an overgrown, rocky, steep hill; a more gently sloping hill composing the โ€œparkโ€ portion of the site; and a small, paved plaza surrounding the cityโ€™s most prominent landmark: the Valberg Tower. The site has no primary entrance and is accessed from all sides. Programmatically, the addition of a new library would anchor a small cultural district consisting of an outdoor amphitheater for performances, a contemporary art museum (existing), and the new library.


Revit, Sketchup, Maxwell Render, AutoCAD, Illustrator, Photoshop

/

15

2

1

View from the harbor. The new building needed to respect cityรข€™s most prominent landmark, Valberg Tower, being simultaneously monumental from the street level and deferential to the tower from the rest of the city (through the preservation of sight lines).

1

Lower entry from street

2

Upper entry from street


STAVANGER LIBRARY Prof. Torgeir Norheim / Fall 2009

Exisitng site

Site Zones: Blueโ€”Park Area, Yellowโ€”Tower Plaza, Redโ€”Unused Site Area

Significant site entry points

Circulation armature connects entry points and defines tower plaza

Building footprint: building provides edge to armature to create enclosed outdoor space

Pedestrian access punctures building, separating building into admin, digital media, and reading/research sections

Each floor defines a different functional area (ie, fiction/nonfiction/reference). Roof extends tower plaza

Monolithic load-bearing walls separate genres within sections

An interior linear stairway connects floors. Two stairways and a ramp allow access to upper tier of site from lower


/

The buildingโ€™s section mediates between landscape and building, with the roof acting as an extension of the tower plaza. Much of the building rests โ€œundergroundโ€, but uses vertical openings to allow light into the lower levels.

17


STAVANGER LIBRARY Prof. Torgeir Norheim / Fall 2009

Digital Media

Kidรข€™s

Stacks

Entry

Level 1

Level 2

Interior circulation and partition detail

Amphitheater circulation detail

Co ur ty ard

Am ph ith ea te r

Stacks


Stavanger, Norway

Underground amphitheater area with stacks

Entry area. A moss wall enlivens the tower plaza retaining wall, defining the narrow courtyard

/

19


CAMP DAISY HINDMAN BATHHOUSE Professors David Dowell And Doug Stockman / Spring 2012

With Design+Make Studio (Years 1 and 2) and el dorado, inc.

Building from north (photo by Mike Sinclair)

The Camp Daisy Hindman Bathhouse project developed through a relationship with the Girl Scouts of America and the Design+Make thesis studio at Kansas State University. A first-semester masterplanning exercise revealed an opportunity to design and build a bathhouse using the Girl Scoutsรข€™ deferred maintenance budget. The project brief called for eight showers and four toilets to be built adjacent to a pre-designed splash park. Through a series of design charettes, conversations with consultants, and various exercises including budgeting, specifications, physical prototyping, and construction documentation, the design for the bathhouse was developed and refined. The project was built in the spring of 2013 and was the recipient of a national Residential Architect Honorable Mention Award in 2014. Significant Constraints: Budget: $100,000 for buildings ($280,000 total [includes sitework]) Timeline: 5 months (designed and built) Low maintenance/hardy local materials


Revit, Sketchup, Autocad, Maxwell Render, Illustrator, Photoshop

Phase 1 - Foundation

Phase 2 - Shed framing

Phase 3 - Interior volumes prefabricated

Phase 4 - Interior volumes shipped to site, shed clad

Sp l a

Me c h

.

WC

Sh ow

Final shed layout

ers

s h Pa rk

/

21


CAMP DAISY HINDMAN BATHHOUSE Professors David Dowell And Doug Stockman / Spring 2012

Shower Shed - Completed (Photo by Mike Sinclair)

Shower Shed (Proposed)


Dover, KS

Bathroom Shed - Completed (Photo by Mike Sinclair)

Bathroom Shed (Proposed)

/

23


CAMP DAISY HINDMAN BATHHOUSE Professors David Dowell And Doug Stockman / Spring 2012

BATHROOM

SHOWERS

SHEDS

Original Design

Shed Study

After Site Survey

After Budget Cut

Area Between Sheds (Photo by Mike Sinclair)


Dover, KS

E

Storage

F

G

1'-0"

3'-7"

/

F

G

2'-3 1/2"

25

11 5/8"

5"

E

5'-5 7/8"

05

1"

1'-2 1/2"

1'-2 1/2"

A700

4'-4 1/2"

Toilets 5'-10"

04

1'-0"

2'-6"

A700

Sink Menรข€™s Toilet

Section through sink

01

TOILET STALL SECTION ref. A800

0'

D

1'

2'

02

4'

C

B

A

SINK SECTION ref. A800

0'

2'

4'

D

5 1/2"

ADA Shower

1'

B

C

A

3'-6 1/2"

3'-6"

02 A700

03 A700

7"

01 A700

Showers Plumbing Wall Section through shower

1'-2 1/2"

1'-2 1/2"

6'-0"

6'-4"

3'-3 3/4"

1'-2 1/2"

1'-2 1/2"

Cubbies


NU SKIN INNOVATION CENTER Bohlin Cywinski Jackson Architects / 2012-2014 (All photos by Nic Lehoux, ยฉ BCJ) CDs, CA

Entry Atrium


Provo, UT

๏€„

/

27

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๏€†๏€ ๏€ข๏€ก

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๏€ˆ๏€๏€๏€‘๏€๏€๏€’๏€Ž๏€›๏€œ๏€‹๏€ˆ๏€๏€Š๏€ค๏€‘๏€“๏€๏€๏€‹๏€•๏€ˆ๏€๏€”๏€”๏€œ๏€‹๏€Ÿ๏€—๏€’๏€’๏€‹๏€•๏€ˆ๏€๏€ช๏€Ž๏€›๏€‹๏€‰๏€—๏€“๏€’๏€๏€‘๏€๏€‹๏€Š๏€๏€ˆ๏€ˆ๏€œ ๏€”๏€—๏€Œ๏€Œ๏€๏€“๏€’๏€Ž๏€›๏€‹๏€๏€’๏€‹๏€’๏€๏€Œ๏€‹๏€๏€๏€›๏€‹๏€Ÿ๏€๏€’๏€’๏€๏€ ๏€ซ๏€•๏€ˆ๏€๏€”๏€”๏€‹๏€—๏€๏€‘๏€’๏€”๏€‹๏€‰๏€๏€๏€”๏€’๏€“๏€—๏€‰๏€’๏€Ž๏€›๏€‹๏€๏€ž๏€‹๏€—๏€๏€Ž๏€จ๏€—๏€๏€ˆ๏€‹๏€’๏€˜๏€‘๏€‰๏€ฆ๏€๏€Ž๏€”๏€”๏€ฌ ๏€†๏€‡ ๏€๏€‚๏€ƒ๏€„๏€…

๏€†๏€ข ๏€๏€‚๏€ƒ๏€„๏€…

๏€’๏€“๏€๏€”๏€˜ ๏€›๏€“๏€๏€Š๏€Ž๏€“

๏€†๏€ข ๏€๏€‚๏€ƒ๏€„๏€…

๏€ˆ๏€‰๏€Š๏€Š๏€‹๏€Œ๏€ ๏€Ž๏€๏€๏€‘๏€’๏€“

๏€ฉ

๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

๏€… ๏€๏€‚๏€ƒ๏€„๏€…

๏€๏€’๏€“๏€‘๏€—๏€๏€‹๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€

๏€‚ ๏€๏€‚๏€ƒ๏€ข๏€„

๏€‰๏€๏€Ÿ๏€‘๏€๏€Ž๏€’๏€‹๏€›๏€๏€๏€“๏€œ ๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

๏€ฌ๏€ฅ๏€ง๏€•๏€“๏€˜๏€ ๏€ก๏€›๏€Ž๏€‘๏€ฃ๏€ ๏€Ÿ๏€•๏€ฅ๏€ ๏€Ÿ๏€ฃ๏€ ๏€๏€๏€—๏€ก๏€•๏€๏€ ๏€ญ๏€•๏€‹๏€›๏€—๏€ค๏€๏€ฎ๏€˜๏€—๏€ก ๏€”๏€ต๏€ฏ๏€ฒ๏€ณ๏€ฝ๏€‹๏€ ๏€‹๏€—๏€ฑ๏€ฎ๏€ท๏€ฎ๏€ฑ๏€ฎ๏€ณ๏€ฐ

๏€† ๏€๏€‚๏€ƒ๏€„๏€…

๏€›๏€“๏€๏€Š๏€Ž๏€“๏€œ ๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€ฉ

๏€†๏€˜๏€“๏€‹๏€“๏€๏€’๏€Ž๏€› ๏€•๏€ˆ๏€๏€ช๏€‘๏€๏€•๏€œ๏€‹๏€’๏€˜๏€‘๏€”๏€‹๏€ˆ๏€‘๏€’๏€Ž ๏€ข

๏€”๏€๏€—๏€’๏€˜๏€‹๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€

๏€„ ๏€๏€‚๏€ƒ๏€ข๏€„

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€ฑ๏€ซ๏€๏€•๏€ฉ๏€—๏€๏€๏€ ๏€๏€›๏€ก๏€Œ๏€ซ๏€•๏€ฉ๏€—๏€˜๏€›๏€จ๏€ฆ๏€•๏€ง๏€ ๏€Œ๏€ƒ ๏€“๏€ž๏€‹๏€•๏€“๏€˜๏€Ž๏€Ž๏€๏€๏€˜๏€—๏€๏€‘๏€ฃ๏€ค๏€๏€ฆ๏€•๏€ง๏€ ๏€Œ๏€ƒ 6

STEEL HSS PLATE AND SUPPORT ASSEMBLY SEE

๏€ž๏€ป๏€ต๏€ด๏€ฑ๏€ถ๏€ฎ๏€ด๏€‹๏€›๏€ณ๏€ฐ๏€ฎ๏ƒ๏€ด

A7.84

๏€”๏€๏€ญ๏€—๏€ฐ๏€ฃ๏€๏€ฒ๏€ก๏€ณ๏€ฃ๏€•๏€๏€๏€ก๏€ฃ๏€Ÿ๏€ ๏€ก ๏€ž๏€ป๏€ป๏๏€‹๏€”๏€ณ๏€ฏ๏€ฒ๏€ฎ๏€๏€ณ๏€‹๏€›๏€ณ๏€ฐ๏€ฎ๏ƒ๏€ด

CL MODULE

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

๏€”๏‚๏€ณ๏€๏€ฎ๏€ถ๏€ท๏€ฑ๏€ฝ๏€‹๏€ˆ๏€ฎ๏ƒ๏€ผ๏€ฑ๏€ฎ๏€ด๏ƒ

๏€ˆ๏€‰๏€Š๏€Š๏€‹๏€Œ๏€ ๏€Ž๏€๏€๏€‘๏€’๏€“

๏€ˆ๏€๏€‰๏€จ๏€—๏€Ž๏€“๏€Ž๏€›๏€‹๏€Š๏€๏€๏€› ๏€‰๏€๏€”๏€Ž๏€Š๏€๏€“๏€ฆ๏€œ๏€‹๏€Œ๏€ค๏€š๏€† ๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

๏€™๏€‹๏€Ž๏€จ๏€—๏€๏€ˆ๏€‹๏€—๏€๏€‘๏€’๏€”

๏€ฏ๏€ฃ๏€ก๏€ซ๏€๏€—๏€•๏€ž๏€๏€—๏€๏€ ๏€‘๏€ฐ๏€•๏€‹๏€‘๏€˜๏€ ๏€ ๏€ข

๏€๏€๏€ป๏€ต๏€ฐ๏€ฑ๏€ฎ๏€๏€ฐ

HSS 4X2X1/4 POST, TYP.

๏€‚๏€ฃ๏€ค๏€„๏€ก ๏€‚๏€ฃ๏€ค๏€„๏€ก

๏€†๏€˜๏€“๏€‹๏€“๏€๏€’๏€Ž๏€›๏€‹๏€•๏€ˆ๏€๏€ช๏€‘๏€๏€•๏€œ ๏€’๏€˜๏€‘๏€”๏€‹๏€ˆ๏€‘๏€’๏€Ž

๏€’๏€“๏€๏€”๏€˜ ๏€›๏€“๏€๏€Š๏€Ž๏€“ ๏€†๏€ข ๏€๏€‚๏€ƒ๏€„๏€…

๏€… ๏€๏€‚๏€ƒ๏€„๏€…

๏€ˆ๏€‰๏€Š๏€Š๏€‹๏€Œ๏€ ๏€Ž๏€๏€๏€‘๏€’๏€“

๏€… ๏€๏€‚๏€ƒ๏€ข๏€„

๏€ˆ๏€ถ๏€ด๏๏€ฐ๏€๏€ถ๏‚๏€ณ

๏€ˆ๏€๏€๏€‘๏€๏€๏€’๏€Ž๏€›๏€œ๏€‹๏€ˆ๏€๏€Š๏€ค๏€‘๏€“๏€๏€๏€‹๏€•๏€ˆ๏€๏€”๏€”๏€œ๏€‹๏€Ÿ๏€—๏€’๏€’๏€‹๏€•๏€ˆ๏€๏€ช๏€Ž๏€›๏€‹๏€‰๏€—๏€“๏€’๏€๏€‘๏€๏€‹๏€Š๏€๏€ˆ๏€ˆ๏€œ ๏€”๏€—๏€Œ๏€Œ๏€๏€“๏€’๏€Ž๏€›๏€‹๏€๏€’๏€‹๏€’๏€๏€Œ๏€‹๏€๏€๏€›๏€‹๏€Ÿ๏€๏€’๏€’๏€๏€

๏€‡

6 A7.84

12 A7.84

3.5

CL MODULE

๏€๏€‘๏€๏€Ž๏€ฃ๏€๏€—๏€•๏€ฑ๏€๏€ 

๏€Ž๏€ด๏€ฒ๏€ฎ๏€ฏ๏€ป๏€ด๏„๏€ณ๏€ด๏€ฑ๏€ถ๏€ท๏€‹๏€›๏€ณ๏€ฐ๏€ฎ๏ƒ๏€ด

MO

๏€ด๏€๏€Ž๏€จ๏€ซ๏€•๏€๏€จ๏€จ๏€๏€Ž๏€๏€๏€›๏€œ๏€•๏€๏€ก๏€ก๏€˜๏€Œ๏€ฃ๏€๏€‘๏€๏€ก๏€ฆ๏€•๏€ง๏€ ๏€Œ๏€ƒ ๏€Ž๏…๏€ผ๏€ฎ๏†๏€ฎ๏€ฑ๏€‹๏€›๏€ณ๏€ฐ๏€ฎ๏ƒ๏€ด

๏€‚

๏€‚๏€†๏€ƒ

๏€ต๏€˜๏€—๏€—๏€˜๏€Œ๏€ณ๏€ก๏€•๏€ฅ๏€ ๏€Ÿ๏€ฃ๏€ ๏€๏€๏€—๏€ก ๏€’๏€ฏ๏€ถ๏€น๏€น๏€ฎ๏€๏€‹๏€Ž๏€ด๏ƒ๏€ฎ๏€ด๏€ณ๏€ณ๏€ฏ๏€ฎ๏€ด๏ƒ

๏€ƒ

๏€ฆ๏€ณ๏€ฝ๏€‹๏€Œ๏€ท๏€ถ๏€ด

1/2" EDGE OF PLATE/CUSHION TO WALL

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

๏€…

1"

๏€๏€ˆ๏€—๏€๏€‘๏€๏€—๏€ ๏€”๏€๏€ž๏€ž๏€‘๏€’๏€œ๏€‹๏€Œ๏€ค๏€š๏€†

2 1/2"

๏€™๏€ฃ๏€ค๏€„๏€ก

๏€”๏€Ž๏€Œ๏€๏€“๏€๏€’๏€‘๏€๏€๏€‹๏€ž๏€“๏€๏€๏€‹๏€๏€’๏€“๏€‘๏€—๏€ ๏€๏€’๏€‹๏€•๏€ˆ๏€๏€”๏€”๏€‹๏€Š๏€๏€ˆ๏€ˆ ๏€”๏€Œ๏€“๏€‘๏€๏€ฆ๏€ˆ๏€Ž๏€“๏€”๏€‹๏€Ÿ๏€๏€’๏€˜๏€‹๏€”๏€‘๏€›๏€Ž๏€”

EQ

EQ

๏€‰๏€“๏€Ž๏€›๏€Ž๏€๏€ช๏€ ๏€Ž๏€จ

๏€”๏€ˆ๏€๏€’๏€‹๏€ž๏€๏€“ ๏€‰๏€๏€๏€‰๏€Ž๏€๏€ˆ๏€Ž๏€› ๏€๏€๏€’๏€๏€“๏€‘๏€ช๏€Ž๏€› ๏€”๏€˜๏€๏€›๏€Ž๏€”

2 1/2"

UPHOLSTERED CUSHION

๏€๏€‚๏€ƒ๏€„๏€… ๏€Š

1"

๏€†๏€™๏€ฃ๏€ค๏€™๏€ก

1"

๏€†๏€ข ๏€๏€‚๏€ƒ๏€„๏€…

3"

๏€†๏€™๏€ฃ๏€ค๏€™๏€ก

3"

1"๏€‚ ๏€๏€‚๏€ƒ๏€„๏€…

๏€˜๏€๏€ˆ๏€ˆ

๏€‡๏€™๏€š

๏€„๏€ฃ๏€ค๏€‚๏€ก

๏€ง๏€ƒ๏€‘๏€ƒ๏€ž๏€ƒ

๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

๏€‹๏€Œ๏€๏€Ž๏€

๏€ฉ๏€ ๏€ข๏€ข๏€ ๏€ข๏€š๏€†๏€‡

๏€๏€๏€‘๏€

๏€๏€ˆ๏€—๏€๏€‘๏€๏€—๏€๏€‹๏€Œ๏€ˆ๏€๏€’๏€Ž๏€‹๏€ž๏€ˆ๏€๏€๏€“๏€‘๏€๏€•๏€ƒ ๏€•๏€“๏€‘๏€๏€›๏€‹๏€”๏€ˆ๏€๏€Ÿ๏€‹๏€’๏€๏€‹๏€‡๏€ ๏€…๏€ก๏€‹๏€›๏€Ž๏€Œ๏€’๏€˜๏€‹๏€๏€” ๏€๏€Ž๏€Ž๏€›๏€Ž๏€›๏€œ๏€‹๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

STRUCTURAL CONNECTION SCALE: 3" = 1'-0"

3 A7.84

๏€† ๏€๏€‚๏€ƒ๏€ข๏€„

๏€’๏€“๏€๏€‘๏€๏€‘๏€๏€•๏€‹๏€“๏€๏€๏€๏€‹๏€Œ๏€ˆ๏€๏€

17 A7.84

TYPICAL STRUCTURAL CONNECTION SCALE: 3" = 1'-0"

CL

CL

MODULE

HARDWOOD SIDING

MODULE

LINEAR LIGHT FIXTURE, SEE ELECTRICAL

EQ

๏€๏€‚๏€ƒ๏€ข๏€„ Seating Arrangement under Stairs 3"

SCALE: 3" = 1'-0" 8 A7.84

3/4" LACQUERED HARDWOOD, COLOR P06

ALUMINUM PLATE, PAINT P03A BLIND FASTENED TO HARDWOOD AND STEEL PLATE

1"

10 A7.84

EDGE OF STEEL PLATE

SIM

MODULE

HSS 4X2X1/4 FRAME, TYP.

19 A7.84

NOTCH STUD AT LIGHT FIXTURE

5/16" ร˜ BLIND BOLTS AND 3/4" BLOCKING

FORMED METAL PLATE LIGHT REFLECTOR BOX, RETURN AT ENDS

18 A7.84

SCALE: 3" = 1'-0" CL

TRANSLUCENT ACRYLIC PANEL WITH ATTACHMENT CLIP

CL

2"

UPHOLSTERED CUSHIONS, SEE

2'-5"

1'-2 1/2"

13 A7.84

SEE 6/A7.84 FOR ADDITIONAL NOTES AND DIMENSIONS

HORIZONTAL STEEL SUPPORTS

SCALE

2"

1'-2 1/2"

INTEGRAL LIGHT FIXTURE

PL03 LAMINATE AT EXPOSED PLYWOOD UNDERSIDE

3"

2CM QUARTZITE TABLE TOP W/ MITERED EDGES ON 3/4" PLYWOOD AND 3/8" STEEL PLATE

4 A7.84

4'-2 1/2"

5"

4'-2 1/2"

1"

4'-8"

1 1/2"

2CM QUARTZITE ON 3/4" PLYWOOD AND 3/8" STEEL PLATE

STEEL TABLE SUPPORT ASSEMBLY ALUMINUM PLATE CLADDING ON 1/4" CLEATS, (3) EXPOSED SIDES, PAINT P04B

1"

TYPICAL WALL ASSEMBLY: 3/4" HARDWOOD SIDING (BOTH SIDES) 1/2" PLYWOOD SHEATHING (BOTH SIDES) 5 1/2" STUD

6" 1'-7"

PAINTED METAL COVER PLATE OVER TABLE LEG, P04B HSS TABLE LEG

1'-2 1/2"

3/4"

PLAN

TABLE & LIGHT FIXTURE

STOP PLYWOOD SHEATHING SHORT OF FIXTURE

3 1/2"

PLAN - CAFE WOOD WALL

1/4" BENT STEEL PLATE, PAINTED, COLOR P02A

GLASS SCREEN WALL WHERE OCCURS

1/2" PLYWOOD

PLAN

4 A7.84

HSS SUPPORTS

๏€†

1/4

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

MITER CORNER

LACQURED HARWOOD

๏€†๏€š๏€ฉ๏€š๏€™

๏€’๏€“๏€”๏€•๏€–๏€—๏€˜๏€™๏€๏€Œ๏€‘๏€•๏€š๏€›๏€œ๏€๏€๏€—

๏€…๏€†๏€‡ ๏€ฉ

๏€”๏€‰๏€๏€ˆ๏€Ž๏€ธ ๏€‹๏€†๏€ ๏€ฉ๏€ก๏€‹๏‡๏€‹๏€†๏€ฃ๏€ค๏€š๏€ก

HARDWOOD CAP, WD05

BENT STEEL PLATE

๏€‘๏€๏€’๏€Ž๏€“๏€‘๏€๏€“๏€‹๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€๏€”๏€‹๏€ค ๏€’๏€“๏€๏€‘๏€๏€‘๏€๏€•๏€‹๏€“๏€๏€๏€

๏€…

๏€Ž๏€จ

๏€ฉ๏€‹๏€Ž๏€จ๏€—๏€๏€ˆ๏€‹๏€•๏€ˆ๏€๏€”๏€”๏€‹๏€—๏€๏€‘๏€’๏€”

๏€„๏€ฃ๏€ค๏€‚๏€ก ๏€†๏€‡ ๏€๏€‚๏€ƒ๏€„๏€…

(4) 3/8" ร˜ HILTI HAS RODS EMBED 3"๏€†๏€š๏€ฃ๏€ค๏€„๏€กW/ HILTI HIT-RE 500-SD ๏€Ž๏€จ

CL MODULE

VARIES

๏€‰๏€๏€๏€ž๏€๏€“๏€๏€Ž๏€›๏€‹๏€”๏€Ž๏€’

๏€†๏€š๏€ฃ๏€ค๏€„๏€ก

๏€Ž๏€จ

8 A7.84

HARDWOOD SIDING

๏€‰๏€ณ๏€ด๏€ฑ๏€ณ๏€ฏ๏€‹๏€”๏€ฑ๏€ฏ๏€ณ๏€ณ๏€ฑ๏€œ๏€‹๏€Œ๏€ฏ๏€ป๏€ฒ๏€ป๏€œ๏€‹๏€—๏€’๏€‹๏€…๏€ฉ๏€„๏€š๏€†

1 1/2"

๏€‚ ๏€๏€‚๏€ƒ๏€„๏€…

๏€บ๏€‹๏€ข๏€š๏€†๏€†๏€‹๏€Ÿ๏€ป๏€ผ๏€ท๏€ฎ๏€ด๏€‹๏€‰๏€ฝ๏€พ๏€ฎ๏€ด๏€ฐ๏€ฟ๏€ฎ๏€‹๏€๏€ถ๏€๏€ฟ๏€ฐ๏€ป๏€ด

๏€๏€ต๏€‹๏€”๏€ฟ๏€ฎ๏€ด๏€‹๏€Ž๏€ด๏€ฑ๏€ณ๏€ฏ๏‚๏€ฏ๏€ฎ๏€ฐ๏€ณ๏€ฐ

๏€†๏€ฃ๏€ค๏€†๏€ก ๏€†๏€š๏€ฃ๏€ค๏€„๏€ก

SCALE: 3/4" = 1'-0"

๏€†๏€ฅ๏€‡๏€ข๏€‹๏€ž๏€ฎ๏€ฏ๏€ฐ๏€ฑ๏€‹๏€๏€ฒ๏€ณ๏€ด๏€ต๏€ณ ๏€”๏€ต๏€ฎ๏€ฑ๏€ณ๏€‹๏€ฅ๏€†๏€„ ๏€”๏€ณ๏€ถ๏€ฑ๏€ฑ๏€ท๏€ณ๏€œ๏€‹๏€Š๏€๏€‹๏€ฅ๏€…๏€†๏€š๏€† ๏€ฒ๏€ธ๏€‹๏€ข๏€š๏€„๏€ƒ๏€ข๏€™๏€„๏€ƒ๏€š๏€…๏€„๏€ข๏€‹๏€‹๏€‹๏€น๏€ธ๏€‹๏€ข๏€š๏€„๏€ƒ๏€ข๏€™๏€„๏€ƒ๏€š๏€…๏€„๏€ฉ

PL5/8

๏€ˆ๏€‘๏€•๏€˜๏€’๏€‹๏€”๏€Š๏€‘๏€’๏€‰๏€˜๏€‹๏€ˆ๏€๏€‰๏€๏€’๏€Ž๏€› ๏€†๏€ฃ๏€ค๏€„๏€ก๏€‹๏€ž๏€“๏€๏€๏€‹๏€Ž๏€›๏€•๏€Ž๏€‹๏€๏€ž๏€‹๏€ž๏€‘๏€๏€ค๏€Š๏€๏€ˆ๏€ˆ๏€œ ๏€๏€๏€’๏€‰๏€˜๏€‹๏€˜๏€Ž๏€‘๏€•๏€˜๏€’๏€‹๏€๏€ž๏€‹๏€๏€’๏€˜๏€Ž๏€“ ๏€”๏€Š๏€‘๏€’๏€‰๏€˜๏€Ž๏€”๏€‹๏€‘๏€๏€‹๏€“๏€๏€๏€

๏€„๏€ฃ๏€ค๏€‚๏€ก

CAFE MEDIUM BENCH

15 A7.84

CL HSS

CL STEEL

2 1/4"

๏€Ž๏€ญ๏€‘๏€’

๏€๏€Ÿ๏€ง๏€ƒ ๏€ž๏€ˆ๏€๏€๏€“๏€‹๏€‡

๏€†๏€ฃ๏€ค๏€ฅ๏€ก

MO

4'-9 1/2"

2"

1" ๏€‡๏€ฃ๏€ค๏€„๏€ก

๏€’๏€“๏€๏€‘๏€๏€‘๏€๏€•๏€‹๏€“๏€๏€๏€๏€‹๏€ค๏€‹๏€Ž๏€๏€ˆ๏€๏€“๏€•๏€Ž๏€›๏€‹๏€“๏€‰๏€Œ

9 A7.84

3'-3"

๏€…๏€ฃ๏€ค๏€ฅ๏€ก

HSS 4X2X1/4 POST, TYP.

CL MODULE

CL STEEL

SCALE: 3/4" = 1'-0"

๏€‰๏€ˆ ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ๏€‹๏€๏€๏€‘๏€๏€’

๏€ง๏€ƒ๏€‘๏€ƒ๏€ž๏€ƒ ๏€†๏€ค๏€˜๏€๏€—๏€“๏€‹๏€“๏€๏€’๏€Ž๏€› ๏€Œ๏€๏€“๏€’๏€‘๏€’๏€‘๏€๏€ ๏€Ÿ๏€Ž๏€–๏€๏€๏€›๏€œ๏€‹๏€—๏€Œ๏€‹๏€’๏€ ๏€Ÿ๏€๏€’๏€’๏€๏€๏€‹๏€๏€ž ๏€ˆ๏€Ž๏€ง๏€Ž๏€ˆ๏€ค๏€ฉ๏€‹๏€”๏€ˆ๏€๏€Ÿ๏€œ ๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

EDGE OF STEEL PLATE/CUSHION

6'-11 1/2"

CAFE LARGE BENCH

16 A7.84

11 1/2"

9 3/8"

๏€™๏€ฃ๏€ค๏€„๏€ก

๏€†๏€ฃ๏€ค๏€š๏€ก

๏€ฅ๏€ฃ๏€ค๏€†๏€š๏€‹๏€†๏€ ๏€ฉ๏€ก

TYP.

3'-7"

HSS BENCH SUPPORT

2"

๏€Ž๏€จ

๏€™๏€ฃ๏€ค๏€„๏€ก

TYP.

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€Ž๏€จ

๏€„๏€ฃ๏€ค๏€š๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

4" CL STEEL

NOTE: AT NON-RECESSED SLABS ON ๏€๏€ƒ๏€ง๏€ƒ๏€‹๏€‰๏€๏€Ÿ๏€‘๏€๏€Ž๏€’๏€œ ๏€”๏€Ž๏€Ž๏€‹๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€๏€” GRADE, CONSTRUCT PER 11/A7.84

1 1/2" 1 1/2"

๏€Ž๏€จ

๏€’๏€–๏€Œ๏€ƒ

๏€Ž๏€จ

๏€’๏€–๏€Œ๏€ƒ

๏€†๏€ฃ๏€ค๏€š๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€Œ๏€ค๏€š๏€†

๏€ฅ๏€‹๏€ˆ๏€๏€‰๏€๏€’๏€‘๏€๏€๏€”๏€‹๏€ž๏€๏€“๏€‹๏€Œ๏€๏€ฆ๏€Ž ๏€’๏€˜๏€“๏€—๏€”๏€œ๏€‹๏€‰๏€๏€๏€ž๏€‘๏€“๏€๏€‹๏€‰๏€๏€“๏€Ž๏€”๏€‹๏€๏€๏€› ๏€๏€ง๏€๏€‘๏€›๏€‹๏€“๏€Ž๏€Ÿ๏€๏€“๏€‹๏€Š๏€˜๏€Ž๏€๏€‹๏€›๏€“๏€‘๏€ˆ๏€ˆ๏€‘๏€๏€•๏€œ ๏€”๏€Ž๏€Ž๏€‹๏€Ž๏€ˆ๏€Ž๏€‰๏€’๏€“๏€‘๏€‰๏€๏€ˆ๏€‹๏€›๏€“๏€๏€Š๏€‘๏€๏€•๏€”

๏€”๏€Š๏€•๏€–๏€Œ๏€Š๏€”๏€Œ๏€—๏€˜๏€Œ๏€™๏€„๏€Š๏€š๏€–๏€›๏€‹๏€๏€—๏€›๏€‘๏€๏€‹๏€ง๏€‘๏€”๏€—๏€๏€ˆ๏€‹๏€”๏€‰๏€๏€Œ๏€Ž๏€‹๏€’๏€๏€‹๏€Ÿ๏€Ž๏€‹๏€Ÿ๏€๏€”๏€Ž๏€›๏€‹๏€๏€ ๏€ง๏€๏€ˆ๏€—๏€Ž๏€‹๏€Ž๏€๏€•๏€‘๏€๏€Ž๏€Ž๏€“๏€Ž๏€›๏€‹๏€›๏€Ž๏€”๏€‘๏€•๏€๏€‹๏€”๏€‰๏€๏€Œ๏€Ž๏€‹๏€ž๏€“๏€๏€๏€‹๏€๏€”๏€‘๏€ค๏€š๏€…๏€š๏€‹๏€๏€๏€› ๏€›๏€๏€‰๏€—๏€๏€Ž๏€๏€’๏€Ž๏€›๏€‹๏€‘๏€๏€‹๏€˜๏€—๏€๏€’๏€‹๏€Ž๏€ˆ๏€Ž๏€‰๏€’๏€“๏€‘๏€‰๏ˆ๏€”๏€‹๏€‹๏€Œ๏€“๏€๏€Œ๏€๏€”๏€Ž๏€›๏€‹๏€‰๏€˜๏€๏€๏€•๏€Ž ๏€๏€“๏€›๏€Ž๏€“๏€‹๏€›๏€๏€’๏€Ž๏€›๏€‹๏€ฉ๏€ ๏€…๏€ ๏€†๏€‡๏€ƒ๏€‹๏€๏€ˆ๏€ˆ๏€‹๏€๏€ง๏€‹๏€”๏€‰๏€๏€Œ๏€Ž๏€‹๏€’๏€๏€‹๏€Ÿ๏€Ž๏€‹๏€›๏€๏€‰๏€—๏€๏€Ž๏€๏€’๏€Ž๏€›๏€‹๏€‘๏€ ๏€๏€‹๏€”๏€˜๏€๏€Œ๏€‹๏€›๏€“๏€๏€Š๏€‘๏€๏€•๏€‹๏€”๏€—๏€Ÿ๏€๏€‘๏€’๏€’๏€๏€ˆ๏€‹๏€๏€๏€›๏€‹๏€“๏€Ž๏€ง๏€‘๏€Ž๏€Š๏€Ž๏€›๏€‹๏€Ÿ๏€–๏€‹๏€๏€Š๏€๏€Ž๏€“ ๏€๏€๏€›๏€‹๏€›๏€Ž๏€”๏€‘๏€•๏€๏€‹๏€’๏€Ž๏€๏€๏€‹๏€Œ๏€“๏€‘๏€๏€“๏€‹๏€’๏€๏€‹๏€‰๏€๏€๏€”๏€’๏€“๏€—๏€‰๏€’๏€‘๏€๏€๏€ƒ

1"

๏€™๏€ฃ๏€ค๏€„๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

7"

7"

13 A7.84

4 A7.84

๏€‡

๏€…

๏€‡๏€ฃ๏€ค๏€…๏€‹๏€†๏€ ๏€ข๏€ก

๏€„๏€ฃ๏€ค๏€š๏€ก

๏€†๏€ฃ๏€ค๏€‡๏€ก

๏€„๏€ก ๏€„๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€š๏€ข๏€ƒ๏€š๏€ฉ๏€ƒ๏€ข๏€š๏€†๏€‡ ๏€š๏€ฉ๏€ƒ๏€†๏€ข๏€ƒ๏€ข๏€š๏€†๏€‡ ๏€š๏€™๏€ƒ๏€†๏€‚๏€ƒ๏€ข๏€š๏€†๏€‡

๏€„

๏€† ๏€๏€‚๏€ƒ๏€„๏€… ๏€ˆ๏€‰

๏€‰๏€ˆ ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ๏€‹๏€๏€๏€‘๏€๏€’

Training Room Plan and RCP

ECTION

๏€‰๏€ˆ ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ๏€‹๏€๏€๏€‘๏€๏€’ ๏€Œ๏€“๏€๏€๏€Ž๏€‰๏€’๏€‘๏€๏€๏€‹๏€”๏€‰๏€“๏€Ž๏€Ž๏€ ๏€‰๏€Ž๏€‘๏€ˆ๏€‘๏€๏€•๏€‹๏€ˆ๏€๏€–๏€๏€—๏€’

๏€Ž๏€จ

๏€†๏€š๏€ฃ๏€ค๏€‡๏€ก ๏€•๏€Š๏€Ÿ ๏€๏€Ÿ๏€ง๏€ƒ ๏€ž๏€ˆ๏€๏€๏€“๏€‹๏€‡

๏€„๏€ฃ๏€ค๏€š๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€†๏€š๏€ ๏€š๏€ข๏€ ๏€†๏€ข UPHOLSTERED ๏€›๏€ถ๏€ฑ๏€ณ BANQUET,๏€š๏€†๏€ƒ๏€†๏€„๏€ƒ๏€ข๏€š๏€†๏€‡ SEE

๏€‡๏€ฃ๏€ค๏€ข๏€ก

๏€Ž๏€จ

๏€Ž๏€จ ๏€†๏€ฉ๏€ฃ๏€ค๏€š๏€ก

๏€†๏€ฃ๏€ค๏€š๏€ก

๏€‡๏€ฃ๏€ค๏€š๏€ก

๏€›๏€ณ๏€ฐ๏€๏€ฏ๏€ฎ๏‚๏€ฑ๏€ฎ๏€ป๏€ด

2'-6"

9 3/8"

๏€†๏€ข ๏€๏€‚๏€ƒ๏€ข๏€„

๏€‡๏€‚๏€™

SCALE: 3" = 1'-0"

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

3/16 ๏€‰๏€ˆ

๏€Ž๏€จ

1" ๏€„๏€ฃ๏€ค๏€š๏€ก

1"

1 1/2" MAX ๏€ฉ

๏€‰๏€ˆ

๏€†๏€š๏€ฃ๏€ค๏€‡๏€ก ๏€๏€‰๏€Œ๏€ค๏€š๏€† ๏€๏€Ÿ๏€ง๏€ƒ ๏€ž๏€ˆ๏€๏€๏€“๏€‹๏€‡

๏€Ž๏€จ

๏€Ž๏€จ

๏€’๏€–๏€Œ๏€ƒ

๏€†๏€ฃ๏€ค๏€š๏€ก

๏€Ž๏€ญ๏€‘๏€’

๏€‡

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€’๏€“๏€๏€‘๏€๏€‘๏€๏€• ๏€“๏€๏€๏€

TYPICAL HSS TO HSS CONN.

19 A7.84

(6) 3/8" ร˜ HILTI KWIK BOLT TZ W/ 2" EMBED PL1/2

3'-0 1/2"

๏€›๏€ณ๏€ฐ๏€ฎ๏ƒ๏€ด๏€ณ๏€ฏ ๏€๏€”๏€‘๏€ค๏€š๏€…๏€š ๏€“๏€ž๏€‘๏€ค๏€š๏€™๏€„๏€™ ๏€๏€”๏€‘๏€ค๏€š๏€…๏€š๏€ ๏€๏€”๏€‘๏€ค๏€š๏€…๏€š๏€Ÿ

CL MODULE 17 A7.84

๏€‰๏€ˆ ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ๏€‹๏€๏€๏€‘๏€๏€’

๏€Ž๏€จ ๏€Ž๏€จ

๏€๏€๏€’๏€๏€“๏€‘๏€ช๏€Ž๏€› ๏€Œ๏€“๏€๏€๏€Ž๏€‰๏€’๏€๏€“๏€‹๏€ˆ๏€‘๏€ž๏€’๏€œ ๏€”๏€—๏€“๏€ž๏€๏€‰๏€Ž๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ๏€” ๏€’๏€๏€‹๏€๏€๏€’๏€‰๏€˜ ๏€๏€›๏€๏€๏€‰๏€Ž๏€๏€’๏€‹๏€‰๏€Ž๏€‘๏€ˆ๏€‘๏€๏€•

๏€”๏€›

๏€‰๏€ˆ

1 1/2" 1 1/2"

๏€‡๏€ฃ๏€ค๏€„๏€ก

๏€Ž๏€จ

๏€Ž๏€จ ๏€†๏€š๏€ฃ๏€ค๏€š๏€ก

๏€‰๏€ˆ

๏€‰๏€ˆ

๏€Ž๏€จ

๏€Œ๏€ค๏€š๏€† ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€ž๏€

๏€’๏€–๏€Œ๏€ƒ

๏€†๏€…๏€ฃ๏€ค๏€‚๏€ก

๏€†๏€š๏€ฃ๏€ค๏€‡๏€ก ๏€•๏€Š๏€Ÿ ๏€๏€Ÿ๏€ง๏€ƒ ๏€ž๏€ˆ๏€๏€๏€“๏€‹๏€‡

LEVELING GROUT

๏€‰๏€ˆ

๏€Ž๏€จ

๏€‰๏€ˆ

3/16

๏€†๏€ฃ๏€ค๏€š๏€ก

๏€”๏€Œ๏€Ž๏€๏€ฆ๏€Ž๏€“๏€œ๏€‹๏€”๏€Ž๏€Ž ๏€๏€ง๏€‹๏€›๏€“๏€๏€Š๏€‘๏€๏€•๏€”

๏€™๏€ฃ๏€ค๏€„๏€ก

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€†๏€‚ ๏€๏€‚๏€ƒ๏€™๏€„

๏€„

๏€”๏€‘๏€

๏€ˆ๏€‘๏€•๏€˜๏€’๏€‹๏€ž๏€‘๏€ญ๏€’๏€—๏€“๏€Ž๏€œ ๏€”๏€Ž๏€Ž๏€‹๏€Ž๏€ˆ๏€Ž๏€‰๏€’๏€“๏€‘๏€‰๏€๏€ˆ

๏€Ž๏€จ

๏€…๏€ฃ๏€ค๏€™๏€ก

๏€‰๏€ˆ

๏€‰๏€Ž๏€‘๏€ˆ๏€‘๏€๏€• ๏€Œ๏€“๏€๏€๏€Ž๏€‰๏€’๏€‘๏€๏€ ๏€”๏€‰๏€“๏€Ž๏€Ž๏€

3'-0 1/2" ๏€๏€ฏ๏€ฎ๏ƒ๏€ฎ๏€ด๏€ถ๏€ท ๏€“๏€ณ๏€ท๏€ณ๏€ถ๏€ฐ๏€ณ ๏€“๏€ณ๏€ฒ๏€‹๏€๏€ป๏€ƒ ๏€† ๏€ข ๏€‡ ๏€ฉ

๏€‡

๏€‰๏€ˆ

๏€‰๏€˜๏€‘๏€ˆ๏€ˆ๏€Ž๏€›๏€‹๏€Ÿ๏€Ž๏€๏€๏€œ ๏€”๏€Ž๏€Ž๏€‹๏€๏€Ž๏€‰๏€˜๏€๏€๏€‘๏€‰๏€๏€ˆ

๏€“๏€Ž๏€‰๏€Ž๏€”๏€”๏€Ž๏€› ๏€Œ๏€“๏€๏€๏€Ž๏€‰๏€’๏€‘๏€๏€ ๏€”๏€‰๏€“๏€Ž๏€Ž๏€

๏€ƒ

11 1/2"

๏€“๏€๏€›๏€‘๏€๏€’๏€๏€“๏€œ๏€‹๏€”๏€Ž๏€Ž๏€‹๏€๏€Ž๏€‰๏€˜๏€๏€๏€‘๏€‰๏€๏€ˆ

TYP @ SIDES

๏€‡

๏€‰๏€—๏€“๏€’๏€๏€‘๏€๏€‹๏€Š๏€๏€ˆ๏€ˆ ๏€•๏€ˆ๏€๏€”๏€”๏€‹๏€—๏€๏€‘๏€’๏€œ๏€‹๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

๏€…๏€ฃ๏€ค๏€™๏€ก

๏€ˆ๏€‘๏€๏€Ž๏€‹๏€๏€ž๏€‹๏€•๏€Š๏€Ÿ ๏€ž๏€๏€”๏€‰๏€‘๏€๏€‹๏€Ÿ๏€Ž๏€–๏€๏€๏€›

6"

๏€ž๏€ ๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’ ๏€†๏€š ๏€๏€‚๏€ƒ๏€„๏€…

๏€‚๏€†๏€ƒ

๏€†๏€… ๏€๏€‚๏€ƒ๏€„๏€…

9 A7.84

๏€™๏€ฃ๏€ค๏€„๏€ก

ECTION

๏€‚

4" CONT WELD ๏€‰๏€ˆ AT ENDS

๏€†๏€ฃ๏€ค๏€†๏€†๏€ก

3"

๏€‰๏€ˆ

๏€

๏€ƒ

๏€’๏€Ž๏€“๏€“๏€๏€‰๏€Ž

2-6 2-6

๏€†๏€†๏€ฃ๏€ค๏€„๏€ก ๏€•๏€Š๏€Ÿ ๏€๏€Ÿ๏€ง๏€ƒ ๏€ž๏€ˆ๏€๏€๏€“๏€‹๏€‡ ๏€Œ๏€ค๏€š๏€†

๏€‰๏€ˆ

๏€Š๏€๏€ˆ๏€ˆ๏€‹๏€Œ๏€๏€๏€Ž๏€ˆ ๏€๏€๏€‘๏€๏€’

๏€‚๏€†๏€ƒ ๏€”๏€‘๏€

๏€๏€‚๏€ƒ๏€™๏€„

(3/16)

TABLE LEG BELOW

LIGHT FIXTURE

3/16

๏€ฅ๏€ฃ๏€ค๏€š๏€ก

HSS 3x1 ยฝ x1/4

HSS 3x1 ยฝ x1/4 ๏€„๏€ฃ๏€ค๏€‚๏€ก

๏€๏€๏€๏€—๏€๏€ˆ๏€‹๏€“๏€๏€ˆ๏€ˆ๏€Ž๏€“ ๏€”๏€˜๏€๏€›๏€Ž๏€”

6"

๏€”๏€ณ๏€ถ๏€ท

VARIES

๏€‚

(3/16) ๏€†๏€™

๏€‰๏€ˆ

3"

๏€•๏€ˆ๏€ค๏€š๏€†

๏€“๏€๏€›๏€‘๏€๏€’๏€๏€“๏€œ๏€‹๏€”๏€Ž๏€Ž๏€‹๏€๏€Ž๏€‰๏€˜๏€๏€๏€‘๏€‰๏€๏€ˆ

๏€๏€๏€“๏€’๏€˜๏€‹๏€Ž๏€ˆ๏€Ž๏€ง๏€๏€’๏€‘๏€๏€

3" ๏€

๏€‰๏€—๏€“๏€’๏€๏€‘๏€๏€‹๏€Š๏€๏€ˆ๏€ˆ ๏€๏€—๏€ˆ๏€ˆ๏€‘๏€๏€๏€œ๏€‹๏€’๏€–๏€Œ๏€‘๏€‰๏€๏€ˆ

๏€•๏€ˆ๏€ค๏€š๏€†

๏€ˆ๏€‰๏€Š๏€Š๏€‹๏€Œ๏€ ๏€Ž๏€๏€๏€‘๏€’๏€“

๏€ฉ ๏€๏€‚๏€ƒ๏€ข๏€„

(3/16)

๏€•๏€ˆ๏€ค๏€š๏€†

1 3/4"

๏€•๏€ˆ๏€ค๏€š๏€†

3" TYP.

SS05 TABLE TOP

2'-5" TYP.

๏€•๏€ˆ๏€ค๏€š๏€†

6"

EQ

๏€•๏€ˆ๏€ค๏€š๏€†

5"

๏€ฉ

HSS 3x1 ยฝ x1/4

2'-9"

๏€•๏€ˆ๏€ค๏€š๏€†

11 1/2"

๏€•๏€ˆ๏€ค๏€š๏€†

PL3/8X18

LENGTH OF BENCH PLATE

LENGTH OF BENCH PLATE

11 1/2"

Training Room

4 1/2"

4'-9"

7'-3"

๏€•๏€ˆ๏€ค๏€š๏€†

3'-3"

๏€•๏€ˆ๏€ค๏€š๏€†

5 1/2"

๏€

CONTINUOUS 1/2" X 1 1/2" WD05 BASE WHERE EXPOSED TO VIEW

2"

2"

HSS 2X2X1/4" STEEL SUPPORTS FASTENED WITH 5/16" ร˜ BLIND BOLTS, TYP TO METAL PLATE 1'-7"

6"

19 A7.84

LACQURED MDF AT ALL EXPOSED EDGES

EQ

ON

7 A7.84

Cafe

BANQUETTE SECTION SCALE: 1 1/2" = 1'-0"

6 A7.84

BANQUETTE SECTION

EQ BASE PLATE PER 17/A7.84

BASE PLATE PER 9/A7.84

5 A7.84

SCALE: 1 1/2" = 1'-0"

Banquette Details

SEAM TYPE 2: SADDLE STITCH AT MID SEAMS, TYP.

1 A7.84

1 1/8"

LACQUERED MDF PANEL, P03A SEAM TYPE 1: TOP STITCH ON EDGES AND ENDS, TYP.

2CM QUARTZITE TABLE TOP W/ MITERED EDGES ON 3/4"

CL TABLE

1 1/8"

SCALE

3'-2 7/8" 1/4"

CL

1 1/2"

1/2"

3'-0 5/8" GWB

MODULE 3

BAN

PANEL JOINT, TYP PANEL CLEAT TYPICAL


LOUISVILLE MIXED-USE DEVELOPMENT Bohlin Cywinski Jackson Architects / 2013-2014

Louisville, K Y

Conceptual Design

er

Ohio Riv

Our developer clients requested extensive site research in order to better understand the viability of the project

Prepared By: Louisville Downtwon Management Distrcit

Page 18

February 7, 2013

LOUISVILLE Feasibility Study

A component of the overall plan was a boutique hotel and distillery in the main historic downtown of Louisville


SAN JUAN ISLAND RESIDENCE

San Juan Island, WA

Bohlin Cywinski Jackson Architects / 2013-2014

/

29

SD, DD, Permit Set

1 / A-121

1

2 15' - 0"

3 9' - 0"

4

3

A-311

A-311

4

5

12' - 9"

10' - 6"

6

3' - 9" 2 A-311

1 / A-122

7

8

13' - 6"

9

12' - 0"

1 A-311

13' - 6"

10 16' - 6"

11 9' - 0"

12

13 14

7' - 6"

4

3

2

A-310

A-310

A-310

13' - 6"

3' - 9" 1 A-310

A-210 A-211

A.1

1 2

5' - 8"

A-213

B

A-213

7' - 9"

HOT TUB

ENTRY

CLOSET

FIREPLACE

3

C

CL. ELEVATOR KITCHEN

17' - 6"

DN 2

1

A-312

A-312

MASTER BEDROOM A-213

CLOSET

MASTER BATH

STAIR

LIVING/DINING ROOM

PANTRY

2

GARAGE

POWDER

1

DESK

E

LAUNDRY

DN

A-213

FIRE TRUCK TURN AROUND AND EASEMENT

SERVICE HALLWAY

1' - 3"

D

ENTRY COURT

WOOD STORAGE

HALLWAY

5

9.00์งธ

A

PIZZA OVEN A-213

ROOF ABOVE

MECH

TRASH

4

The SanPLAN Juan - LEVEL 2Island Residence is a large private residence on the Haro Strait on San Juan Island. The clients, a retired couple, requested a house from which they could view the Orca whales as they migrate through the area. The project is in CDs 1 A-120

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

PRO PER TY LI NE

N

A-210

SETB ACK

1

MATCHLINE

100' SHO RELINE SET BACK


mont Overlook

GRAPHICS, BRANDING, AND WEB DESIGN Goodnow Park, Personal / Fall 2011-Spring 2014

City of Manhattan

City of Manhattan Longรข€™s Park Parks and Recreation

Goodnow Park

Griffith Park

City of Manhattan Water Department

Douglass Park

Northview Park

City Park

Cico Park

Sojourner Truth Northeast Park Community Park

City of Manhattan Parks and Recreation

Anneberg Park

Bluemont Scenic Overlook

Stagg Hill Park

Warner Park

Goodn


/

Studio blog: design-make.us (now closed)

Personal website: bosteadman.com

31


BO STEADMAN 604 Galer St, #221 Seattle, WA 98109

www.bosteadman.com bsteadman711@gmail.com 913.486.4812

EDUCATION:

Kansas State University, Manhattan, KS Masters of Architecture (MArch), Class of 2012 GPA: 3.89 Co-Curricular Activities: Co-editor, Oz Design Journal, 2011-2012 Deanโ€™s Student Advisory Council, 2011-2012

EXPERIENCE:

Larry Bowne Architects (larrybowne.com) โ€“ Intern - Construction documents (residential renovation in Maine) - Design development (new construction project in Buenos Aires, Argentina)

May-August 2010

BNIM Architects (bnim.com) โ€“ Intern - Design development (UCLA Western Institute of Nanotechnology on Green Engineering and Metrology) - Design competition (Toyo Itoโ€™s Home for All) - BIM content development Bohlin Cywinski Jackson Architects (bcj.com) โ€“ Project Designer - Construction documents, construction administration (including punch-listing), and furniture design (Nu Skin Innovation Center, Provo, Utah) - Pre-design, schematic design, and 3D visualization (mixed-use project, Louisville, KY) - Master planning, interior and furniture design (residential compound, Big Sur, CA) - Design development and construction documents (private residence, San Juan Island, WA) - Interiors library manager, BIM resource development, and graphic design

May-August 2011

August 2012-present

HONORS AND AWARDS:

2014 Residential Architect Design Award - Honorable Mention โ€“ Camp Daisy Hindman Bathhouse 2013 AIA Kansas City Honor Award - Commercial Architecture โ€“ Camp Daisy Hindman Bathhouse 2013 AIA Central States Merit Award - Commercial Architecture โ€“ Camp Daisy Hindman Bathhouse AIA Henry Adams Award - Awarded to the Class of โ€™12 salutatorian John E. Holstrom 5th Year Award and Scholarship - Awarded to one fifth-year architecture student for academic and studio design excellence Eugene Kremer Group Thesis Prize

RELEVANT SKILLS:

Computer: Revit, Rhino, Grasshopper, AutoCAD, Vectorworks, SketchUp, Adobe Creative Suite, Maxwell Render Other: Graphic design, writing, text editing, furniture design and selection, architectural theory


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