3 annemarie malbon

Annemarie Malbon3YEAR

A Lewis and Clark Boat Pavilion, EPIC Metal Competition

This fl oating pavilion, provides a protected exhibit space for the replica of the 56 foot barge used by Lewis and Clark and built in Pittsburgh and associated canoes and pirogues, indoor and outdoor seating and observation areas to enable viewing back to the land. The roof of the pavilion is constructed from a series of arched glulam beans reminiscent of the ribbing of a ship and covered with metal EPIC decking. The deck is perforated in a gradation pattern along the main exhibition space to let in light.

Annemarie Malbon with Sara Mingle

1. Roof Axon

2. Roof Model

3. EPIC Plan and Section

4. Section with Details

5. Experiential Perspectives

6. Render of Roof Structure

1’ = 1/8”

1’ = 1/8”

2” Wood Exteriror

4”x 4” Steel Support

2” x 10” Gluelam, 9’ OC

2” Wood Exteriror

4” EPIC Toris Decking

4”x 4” Steel Support

1” Double Pane Glass

Hanger

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1’ = 3/4”

1’ = 1/8”

Carnegie Mellon School of Architecture48-305 Third-Year Studio, Spring 2010Instructor: Jeff Davis

Roof Study

This roof uses the arch and dome to meet the span requirement of 90 ft. Following an investigation of several long-span roof precedents, the dome created by a series of half arches was chosen for its unique structural characteristics. The primary glulam members are supported by a series of secondary glulam members similar to a lamella form. These secondary pieces support the prefab translucent panels that enclose the roof.

Annemarie Malbon

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Panther Hollow Lake Event Center

When fi rst studying the site, I was particularly drawn to the movement around the lake and it is this axis of movement that creates the diagrammatic shift in my conceptual diagrams. The programmatic spaces are divided into two zones, the public event and pre event spaces, and the more private areas including offi ces, bathrooms, mechanical room, and space for conces-sions. The event space is pushed up and out into the water while the more private spaces are pulled back into the hillside allowing for continuous motion around the lake. The visitors fi lter through this axis along the major, visual, structural spine of the project.

Repeated concrete columns supporting wide fl anges compose the main structure of the project. The wide fl anges are cantilevered from the mass of the private spaces to create a semi-covered outdoor space for concessions and gathering and, in the event space, are supported by cable trusses to meet the required span. The glass façade on the North and South faces of the event space are supported by cable truss systems to maintain a feeling of lightness and openness. The language of the concrete columns is transformed in key points on the site into concrete walls which act as screens, barriers, and visual cues that guide the visitor through the site.

Annemarie Malbon

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RRRRRDDDDD

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WWWWWWWWWWWWWWWWWWIIIILLLLMMMMOOOOONNNNNTTTTLLL

WWWWWWIII

WWWW

movementusesun (afternoon)windfloodingnoiseaccess

view of the Cathedral view of the Bridgeno southern sunsome western sunsmall open area +slope with trees

view of the Bridgeview of the neighboorhoodfull southern sunfull western sun

view accross lakeinteraction with bridgeno southern sunclose to trailsless visable

large open areafew trees

steep slope with trees

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café

café

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mec

h.m

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offic

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1. Site Analysis

2. Program Diagrams

3. Study Model

4. Process Sketches

5. Process Watercolor

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1/8 in = 1 ftplan

1/4 in = 1 ftlatitudianl section

1/4 in = 1 ftlatitudianl section

concrete

steel channel

wide flange beam16 in deep, 8 in wide

(w/ steel cable truss,24 in deep)

double paned glass

cable truss facade system

1. Plan

2. Experiential Perspectives

3. Model

4. Sections

5. Detail

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1. South Elevation

2. Section

3. Elevations

4. Experiential Perspective

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