Cranbrook Theatre Scott Sholar ARCH 543 Denison
DIAGRAM OF ENTIRE CRANBROOK SITE PRIOR TO VISIT
DIAGRAM OF CRANBROOK AFTER VISIT
EACH LAYER BEING ASSIGNED TO SPECIFIC LOCATIONS ON THE CAMPUS HEIGHT OF EACH LAYER DETERMINED BY THAT SITES ELEVATION DESIGNATES TWO MAIN AREAS COMPLETLEY DEDICATED TO GREENSPACE SHOWING WHERE NOT TO BUILD
DETERMINES TWO POSSIBLE LOCATIONS WITHIN CRANBROOK FOR PROJECT DEMONSTRATES THE AMOUNT OF IMPACT THAT SITE WILL HAVE ON THE SURROUNDINGS THE SITE/PROJECT SHOULD NOT ACT AS A TROPHY PIECE BUT PART OF THE CAMPUS
LAKE TAMARACK 3
2
ICE ARENA
LAKE JONAH
NATATORIUM
ACADEMY WAY
GYMNASIUM
1
EXISTING PARKING MAIN CAMPUS
N
1
2
3 0
50
100
200
CONCEPT THE CRANBROOK PERFORMING ARTS CENTER WILL ACT AS AN EXTRUSION FROM THE LANDSCAPE NOT INTERRUPTING THE ALREADY HARMONIOUS NATURE OF THE CAMPUS. THIS EXTRUSION WILL TAKE ADVANTAGE OF THE CURRENT LANDSCAPE FEATURES ALLOWING THE BUILDING TO NOT APPEAR AS A MASSIVE FLYTOWER. FURTHERING THIS BY NOT USING UNNECESSARY FOOTPRINT AND UTILIZING THE AUDITORIUM’S ROOF AS THE EXTERIOR BAND SHELL.
PROGRAM AN AUDITORIUM BEING ABLE TO FUNCTION PROPERLY FOR BOTH STUDENT AND PROFESSIONAL PRODUCTIONS. 819 SEATS AVAILABLE WITHIN THE AUDITORIUM INCLUDING THE BALCONY. THE EXTERIOR BAND SHELL’S SEATING IS PLACED ON THE ROOF OF THE AUDITORIUM AND USING THE EXISTING GRAND LAWN FOR MORE SEATING, ALL THE BAND SHELL SEATING IS NOT FIXED BUT LAWN.
LOADING/ARTIST
EXTERIOR PERFORMANCE SPACE MAIN AUDITORIUM N
EXTRUSION CUT
4’ DEEP CONCRETE BEAMS ALLOWING 80’ SPAN
FLYTOWER/ STAGE
2’ DEEP CONCRETE BEAMS ALLOWING 40’ SPAN 2’ THICK CONCRETE WALL (WITH 1.5” MARBLE SLAB INFILL) FOR STRESS DUE TO CANTILEVER AND 75’ FLYTOWER HEIGHT 4’ x 4‘ CONCRETE BEAMS ALLOWING 40’ SPAN AND CANTILVER SUPPORT
HOUSE 5’ DEEP CONCRETE BEAMS FOR THE 98’ CANTILEVER 9”-2’ TERTIARY CONCRETE SLABS SPANNING BETWEEN CANTILEVERS FOR 13’-15’ AND GREEN ROOF FOR BAND SHELL SEATING
BALCONY/ HOUSE STEEL PIN JOINT AT TIP OF FLYTOWER CANTILVER AND FOYER CANTILEVER BACKSPAN
BALCONY/ FOYER
1.5’ CONCRETE BEAM WIDENING TO 3.5’ TO MATCH CANTILEVER OVER THE FOYER AND SPAN THE 30’ BACKSPAN 9” x 9” CONCRETE COLUMNS ACTING IN COMPLETE COMPRESSION WITHIN FOYER CANTILEVER SYSTEM
FOYER
WALKWAY/ ENTRANCE
3.5’ DEEP CONCRETE BEAM NARROWING DOWN TO 6’ CANTILEVER EXTENDING 34’ OVER FOYER AND/OR AS WALKWAY TO ROOF 9” TERTIARY CONCRETE SLABS SPANNING BETWEEN CANTILEVERS 4’ DEEP CONCRETE BEAMS SPANNING 40’ WIDTH OF FOYER IN ORDER TO CONTINUE SIDEWALK ABOVE
STEEL PIN JOINT WITH ENGINEERED CEMENT COMPOSITE (FLEXIBLE CONCRETE) OVER THE TOP ALLOWING FOR SLIGHT MOVEMENT WITHIN STRUCTURE PIN JOINT CONNECTING THE TWO CANTILEVERS USED IN PLACE OF TYPICAL TENSION MEMBER FOR CANTILEVER SPANNING THE FOYER
LEAVING AS MANY TREES POSSIBLE WITHIN THE FOREST WHILE THEN ADDING MORE PINE TREES ONCE CONSTRUCTION IS COMPLETE
LAKE JONAH
THE EXISTING LAWN EXPANDING OUTWARD AND UP THE ROOF OF THE AUDITORIUM EXISTING SIDEWALKS TO REMAIN AND BE RECONSTRUCTED WITH A SLIGHT CUT FROM THE GRAND LAWN MAKING WAY FOR THE AUDITORIUM ENTRANCE
ACADEMY WAY
3
1
3
5
1
4
2
1 FLYTOWER 2 FOYER 3 OFFICE 4 CLASSROOM 5 FLYTOWER WORK SPACE
0
20
40
80
11
1
11 7
10 9
8 9 9 12 9
13
9
9 15
14
16
2
0
6
20
40
80
3 4
5
1 LOADING/ARTIST ENTRANCE 2 CONCESSIONS 3 FOYER 4 COAT CHECK 5 BOX OFFICE 6 MECHANICAL 7 GREENROOM 8 ORCHESTRA PIT
9 DRESSING ROOM 10 KITCHEN 11 OFFICE 12 SET STORAGE 13 PROP STORAGE 14 COSTUME ROOM 15 FLEX 16 ADDITIONAL STORAGE
1 5
6 7
2
0
1 CLASSROOM 2 GREENROOM 3 ORCHESTRA PIT 4 DRESSING ROOM 5 CONTROL ROOM 6 OFFICE 7 CONCESSIONS
3
20
40
4
80
FOYER
0
20
40
HOUSE/CLASSROOM
80
FLYTOWER/OFFICES
RADIANT FLOOR HEATING HIGH VOLUME LOW VELOCITY COOLING SYSTEM GEOTHERMAL CLOSED LOOP SYSTEM PLACED ON NORTH SIDE OF BUILDING
AIR FOR HOUSE WOULD BE FEED IN FROM UNDERNEATH THE SEATING
PHOTOVOLTAICS ON TOP OF FLYTOWER (ALREADY ANGLED SOUTH)
HOT AIR FOLLOWING SLOPED ROOF AND ESCAPING THROUGH VENTS
ENGINEERED CEMENT COMPOSITE STEEL PIN JOINT GLAZING SILICONE AIR SPACE
CASING MARBLE - 1 1/2” AIR SPACE - 1/2” BRACKET RIGID INSULATION - 2” VAPOR BARRIER - 1/32” CONCRETE - 11”