cranbrook theatre project
DESCRIPTION
Cranbrook Theatre Studio Project at IITTRANSCRIPT
Cranbrook Theatre
Scott SholarARCH 543 Denison
DIAGRAM OF ENTIRE CRANBROOK SITE PRIOR TO VISIT
EACH LAYER BEING ASSIGNED TO SPECIFIC LOCATIONS ON THE CAMPUSHEIGHT OF EACH LAYER DETERMINED BY THAT SITES ELEVATIONDESIGNATES TWO MAIN AREAS COMPLETLEY DEDICATED TO GREENSPACE SHOWING WHERE NOT TO BUILD
DIAGRAM OF CRANBROOK AFTER VISIT
DETERMINES TWO POSSIBLE LOCATIONS WITHIN CRANBROOK FOR PROJECTDEMONSTRATES THE AMOUNT OF IMPACT THAT SITE WILL HAVE ON THE SURROUNDINGSTHE SITE/PROJECT SHOULD NOT ACT AS A TROPHY PIECE BUT PART OF THE CAMPUS
0 50 200
N
LAKE JONAH
LAKE TAMARACK
ACADEMY WAY
100
EXISTING PARKING
NATATORIUM
GYMNASIUM
MAIN CAMPUS
ICE ARENA
1 2 3
1
23
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.
EXTERIOR PERFORMANCE SPACE
MAIN AUDITORIUM
LOADING/ARTIST
N
EXTRUSION
CUT
FLYTOWER/STAGE
HOUSE
FOYER
WALKWAY/ENTRANCE
BALCONY/HOUSE
BALCONY/FOYER
4’ DEEP CONCRETE BEAMS ALLOWING 80’ SPAN
2’ DEEP CONCRETE BEAMS ALLOWING 40’ SPAN2’ 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
5’ DEEP CONCRETE BEAMS FOR THE 98’ CANTILEVER9”-2’ TERTIARY CONCRETE SLABS SPANNING BETWEEN CANTILEVERS FOR 13’-15’ AND GREEN ROOF FOR BAND SHELL SEATING
STEEL PIN JOINT AT TIP OF FLYTOWER CANTILVER AND FOYER CANTILEVER BACKSPAN
9” x 9” CONCRETE COLUMNS ACTING IN COMPLETE COMPRESSION WITHIN FOYER CANTILEVER SYSTEM
4’ DEEP CONCRETE BEAMS SPANNING 40’ WIDTH OF FOYER IN ORDER TO CONTINUE SIDEWALK ABOVE
3.5’ DEEP CONCRETE BEAM NARROWING DOWN TO 6’ CANTILEVER EXTENDING 34’ OVER FOYER AND/OR AS WALKWAY TO ROOF9” TERTIARY CONCRETE SLABS SPANNING BETWEEN CANTILEVERS
1.5’ CONCRETE BEAM WIDENING TO 3.5’ TO MATCH CANTILEVER OVER THE FOYER AND SPAN THE 30’ BACKSPAN
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
LAKE JONAHACADEMY WAY
LEAVING AS MANY TREES POSSIBLE WITHIN THE FOREST WHILE THEN ADDING MORE PINE TREES ONCE CONSTRUCTION IS COMPLETE
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
0 20 40 80
0 20 40 80
1 FLYTOWER2 FOYER3 OFFICE4 CLASSROOM5 FLYTOWER WORK SPACE
33 151
4
2
0 20 40 80
1 LOADING/ARTIST ENTRANCE2 CONCESSIONS3 FOYER4 COAT CHECK5 BOX OFFICE6 MECHANICAL7 GREENROOM8 ORCHESTRA PIT
1
2
3
4
5
6
9 DRESSING ROOM10 KITCHEN11 OFFICE12 SET STORAGE13 PROP STORAGE14 COSTUME ROOM15 FLEX16 ADDITIONAL STORAGE
7
8
9 99
9
9
9
10
1111
12
13
14
15
16
0 20 40 80
1 CLASSROOM2 GREENROOM3 ORCHESTRA PIT4 DRESSING ROOM5 CONTROL ROOM6 OFFICE7 CONCESSIONS
2 3
1
4
5 6
7
0 20 40 80
FOYER HOUSE/CLASSROOM FLYTOWER/OFFICES
RADIANT FLOOR HEATING
HIGH VOLUME LOW VELOCITY COOLING SYSTEM
GEOTHERMAL CLOSED LOOP SYSTEM PLACED ON NORTH SIDE OF BUILDING
PHOTOVOLTAICS ON TOP OF FLYTOWER (ALREADY ANGLED SOUTH)
AIR FOR HOUSE WOULD BE FEED IN FROM UNDERNEATH THE SEATING
HOT AIR FOLLOWING SLOPED ROOF AND ESCAPING THROUGH VENTS
STEEL PIN JOINT
GLAZING
SILICONE
AIR SPACE
CASING
MARBLE - 1 1/2”
BRACKET
RIGID INSULATION - 2”
VAPOR BARRIER - 1/32”
CONCRETE - 11”
AIR SPACE - 1/2”
ENGINEERED CEMENT COMPOSITE