Beck+Wagner_ComprehensivePortfolio by Chelsea Wagner

allie beck

chelsea wagner

South Carolina State University is a historic black college located in Orangeburg, SC between Columbia, SC and Charleston, SC. The project charge is to plan, program and design a new student center located in the center of campus to replace the existing student center. The student center includes a dining hall, a bowling alley, student services and retail, a multipurpose ballroom, and offices for student groups and faculty. Particular attention was paid to the historical Orangeburg Massacre which occurred at a local bowling and three students lost their lives. Ever since, the school has been embedded in deep tradition that surrounds the day of the massacre with their own campus bowling alley and many memorials on campus. South Carolina State University has many other traditions and alumni ties with a thriving greek life and school spirit. The design attempts to double the size of the existing plaza by raising the building off the ground. This provides a shaded area for campus â&#x20AC;&#x153;meltdownsâ&#x20AC;?, greek activities and other campus events. The elevated portion of the building is connected to and ADA accessible green roof ramp which features an outdoor amphitheater and meets the first floor of the building. The entire elevated building allows light down though the building to the ground plaza levels by a series of continuous punctures that are enclosed in a curtain wall structure. They are spaced no more than thirty feet apart to allow maximum comfort and lighting to the ground. The program is organized by most public to private from the ground floor bowling alley to faculty offices on the third floor. There is a new dining center on the first floor along with a computer lab, help desk and circulation spaces for studying and pool tables. The second floor features student retail amenities, student group offices, and more studying and gathering space within the circulation. The third floor has a multipurpose ballroom for large meetings and alumni events and includes a catering kitchen. Ultimately, the building provides adequate shade and green space that the campus is severely lacking. On the interior, the flexible programmed space allows for change in use over time for the student body to grow with while still respecting historical ties and deep traditions.

intro

Attention to History: Orangeburg Massacre: February 8, 1968 Henry R. Smith Samuel Hammond JR. Delano B. Middleton

GREENVILLE

COLUMBIA

ORANGEBURG (SCSU)

CHARLESTON

80 Miles

program strategies

initial concepts

master plan phasing phase 0

1. create new axis/main entrance 2. construct new administration buildings

phase 1

3. move student center offices to an unused building 4. demolish existing student center 5. open tertiary entrance 6. construct new parking decks

phase 2

7. construct new student center 8. block vehicular access through center of campus 9. fill roads with brick to connect plaza

phase 3

10. construct new rec center at site â&#x20AC;&#x153;bâ&#x20AC;?

phase 4

11. constuct new chapel 12. convert surface parking to greenspace 13. amplify shade by planting trees / greenery

11 13

master plan

9 6

10 4 8

13 6

design concept

Hirshhorn Museum

Brockman Hall for Physics can see: surrounding

can see: Washington Mall

landscape, context

why?: sculptural building for sculpture museum

Why?: needed to be isolated from movement, vibrations, and temperature

Museum & Sculpture garden Washington, DC

Research facility RICE University, TX

touches ground at 4 super columns/structures, house vertical circulation

Ground: flat, textures Connection: large, concrete columns, tree-like

one large central courtyard 30’ of coverage in a bar shape, with fountain indirect light

ESO Headquarters

Kobenhavn Student Center can see: surburban

can see: landscape

Copenhagen

why?: curving building

12’ high, limited covered space

country setting, very few other surrounding buildings.

Barcelona Forum Building

European Southern Observatory (astronomy) Garching bei Munchen, Germany

Student housing project outside campus suburb of Kobenhavn, Denmark

oversized concrete columns and small columns under 1st floor is an interior platform small walkways

allow light to enter interior spaces

15’ tall

Central buildings & main piazza for Óbidos Technological Park Obidos Municipality, Portugal

Sao Pau

can see:contemporary section of city newer El Par de Forum

why?: raised (enclosed b/c why?: for universal forum of Why?: competition asked for connects to existing curving of climate) to promote public cultures 2004, building meant a piazza without any urban building. brings light in activity at ground level to promote diversity, peace, setting between housing units harmony, private auditorium

Auditorium attached to convention center Barcelona, Spain

ground: concrete with turf punctures touches ground with reflective connection: looks like hill massive triangular columns landscape where touches ground

can see:

why?: pro

square b

Ar Sao

touche mas

to let light into interior, smaller 75’x75’ square courtyard. few narrow funnel punctures, private structure within enclosed catwalk surrounds 8’ wide by 30’ deep punctures building fabric and develops square in middle

to bldg: cannot see into can’t see interior courtyards covered spaces from upper windows 360 degrees around interior museum spaces view from within building. larger floors, can from ground floor. first floor, visual connection to central courtyard exterior spaces have a visual courtyard provides connection outside connection to building to rest of campus

15’ tall openings Covered space: 30’ wide

Obidos Technological Park

12’-20’ high

catwalk above courtyard can connecting from courtyard exposed g see participants in courtyard. to sky in few places. no conext but limited view from interior of connection from courtyard to visual con courtyard outwards, and vice interior building from versa

12’ tall openings Covered space: 20’ wide, long sections, short bursts of

12’-30’, varies

25’ hig

coverage

free and organic towards central fountain

Orthogonal, controlled, planned

organic, mimics curving walls

free movement within public first floor, controlled movement within private housing units

cafe tables entry: from inside structure/ columns

Coffered concrete, waffle structure

none Entry: through courtyard

benches entry: interior stairwell

n/a entry: interior stairwell

concrete

organic, mimics, curving walls

n/a

compliments surrounding ceiling drops lower as you landscape, funneling, brings enter interior, through building op people into open central and out to a public park no progra square then does not direct behind them any further

Concrete benches that insert into landscape Entry: from inside structure

Exposed steel

none entry: interior stairwell

mirror ceiling

entry: in

precedents and research

Sao Paulo Museum of Art

Rolex Learning Center

e Forum

can see: financial district

surrounded by parking lots

orum of g meant peace, itorium

why?: protecting a historic

y section

ed to ter n

eflective olumns

nctures, ep

Best in Show

can see: industrial area

square by lifting it off the ground

Design Rules elevate to connect to overall

Sao Paulo Museum of Art,

and roads Barcelona Forum Building, why?: create public spaces Brockman Hall and break floor plan of building. bring light to interior

surrounding campus context, create icon to be viewed from the rest of campus, allow surrounding context to penetrate within project

Art museum Sao Paulo, Brazil

Hub & library for the École polytechnique fédérale de Lausanne Lausanne, Switzerland

Hirshhorn, Brockman Hall, Sao Paulo Museum of Art

a student center needs lots of natural light and community space as well as private areas, and public gathering space

touches ground with 4 massive columns

connection: building bends and warps to touch ground in few locations. no columns

Sao Paulo Museum of Art, Brockman Hall

statement columns, cantilever adjacent to existing public spaces

Hirshhorn Museum, Rolex Learning Center

360 degree windows, allow light into building and covered spaces, large: 75’+ diameter medium: 30’-50’ diameter small: 25’-30’ diameter

none

varying size:150’-30’ bring natural light to interior, act as curtain walls

8 different elevated existing elevated building concepts were analyzed in to find which were most successful in the categories of visual connectivity, punctures/lighting, human scale, ground connection, movement strategies. typology. seating, context and materials. This information informed the design strategies and became the guiding authority for structural, mechanical, and material decisions for the rest of the project.

urtyard exposed ground connect to from windows within buildings Brockman Hall, Obidos 1:1 Ratio between ceiling s. no conext but not to buildings, no into courtyards, limited view Technological Park, Hirshhorn height and width of building tyard to visual connection to building into covered spaces, semi- Museum, Sao Paulo Museum connection b/w covered g from courtyard private of Art space and interior of bldg.

25’ high open space

Brockman Hall, Hirshhorn Museum

play with expansion and contraction, or 1:2 ratio of ceiling height to length of coverage

visual connection punctures/lighting human scale ground condition movement typology

as you building open beneath, park no programmed movement

rwell

20’ tall openings covered space: nonprogrammed covered space, limited coverage before reaching opening

none entry: interior stairwell/ courtyard

concrete

organic, flowing, undulating,

seating/ENTRY

Hirshhorn Museum, Sao Paulo don’t really know how need programmed movement people occupy courtyard Museum of Art, Brockman & destination Hall, spaces? does not seem to be destination

none entry: interior stairwell

concrete

Seating: Obidos Technological Park, Hirshhorn Museum Entry: Rolex Learning Center, Brockman Hall

Seating: depending on program within punctures Entry: central, iconic stair

ceiling plane stays the same, if need change, excavate Hirshhorn Museum, Brockman into earth, uneven plane Hall (up lighting, not material) disorienting, like exposed structure, breaks up ceiling plane

context/WHY ELEVATED MATERIAL

circulation + systems

office space

kitchen + food

shops

gathering space

FINAL DESIGN DIAGRAMS

ground Floor 4619 ft2 mechanical room 250 ft2 mechanical shaft 70 ft2 electrical closet 130 ft2 data room 5380 ft2 bowling alley 405 ft2 bowling equipment room 192 ft2 concessions 80 ft2 women’s restroom 74 ft2 men’s restroom 360 ft2 delivery loading dock 66 ft2 freight elevator 33 ft2 elevator equipment shaft 40 ft2 trash chute 508 ft2 fire stair 1 431 ft2 monumental stair 77 ft2 janitor’s closest 532 ft2 fire stair 2 20965 ft2 public plaza 35 ft2 elevator 1 35 ft2 elevator 2 52 ft2 elevator equipment shaft

001 002 003

gross square footage net square footage programmed space circulation space

15069 ft2 13369 ft2 13369 ft2 20965 ft2

FLOO R PLANS PROGRAM

first Floor 101 102 103 104 105 106 107 108 109 110 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 120 1 2 1 1 2 2 123 124 125 126 127 1 2 8 129 130 1 3 1

93% 42% 36%

17850 ft2 green roof ramp 250 ft2 mechanical shaft 895 ft2 ramp access to plaza 3818 ft2 outdoor movie theater 165 ft2 front lobby desk 193 ft2 security office 145 ft2 food vendor 1 307 ft2 preparation kitchen 1 160 ft2 food vendor 2 1035 ft2 preparation kitchen 2 66 ft2 freight elevator 33 ft2 elevator equipment shaft 40 ft2 trash chute 508 ft2 fire stair 1 431 ft2 monumental stair 77 ft2 janitor’s closest 532 ft2 fire stair 2 11625 ft2 circulation space 35 ft2 elevator 1 35 ft2 elevator 2 52 ft2 elevator equipment shaft 394 ft2 men’s restroom women’s restroom 399 ft2 game area 1063 ft2 computer lab 815 ft2 it help desk 868 ft2 dining area 2275 ft2 food vendor 3 125 ft2 food vendor 4 132 ft2 food vendor 5 120 ft2 food vendor 6 124 ft2 gross square footage net square footage programmed space circulation space

24717 ft2 22899 ft2 18528 ft2 15996 ft2

second Floor 201 202 203 204 205 206 207 208 209 210 2 1 1 2 1 2 213 214 215 216 217 2 1 8 219 220 2 2 1 222 223 224 225

82% 49% 56%

student office 1 mechanical shaft conference room student office 2 conference room student office 3 second hand boutique post office convenience store storage freight elevator elevator equipment shaft trash chute fire stair 1 hair + nail salon janitor’s closest fire stair 2 circulation space elevator 1 elevator 2 elevator equipment shaft men’s restroom women’s restroom student office 1 storage student office 2 storage gross square footage net square footage programmed space circulation space

660 ft2 250 ft2 377 ft2 728 ft2 404 ft2 803 ft2 378 ft2 331 ft2 756 ft2 100 ft2 66 ft2 33 ft2 40 ft2 508 ft2 608 ft2 77 ft2 532 ft2 9873 ft2 35 ft2 35 ft2 52 ft2 394 ft2 399 ft2 102 ft2 118 ft2

21586 ft2 17659 ft2 8655 ft2 9873 ft2

FLOOR PLANS PROGRAM

third Floor 301 302 303 304 305 306 307 308 309 310 3 1 1 312 313 314 315 316 317 318 319 320 321 322 323

86% 69% 31%

faculty office 1 mechanical shaft faculty office 2 conference room faculty office 3 faculty office 4 ballroom storage catering kitchen catering storage catering walk-in freezer freight elevator elevator equipment shaft trash chute fire stair 1 bulldog ballroom janitor’s closest fire stair 2 circulation space elevator 1 elevator 2 elevator equipment shaft men’s restroom women’s restroom gross square footage net square footage programmed space circulation space

338 ft2 250 ft2 359 ft2 358 ft2 285 ft2 280 ft2 314 ft2 1273 ft2 65 ft2 57 ft2 66 ft2 33 ft2 40 ft2 508 ft2 7118 ft2 77 ft2 532 ft2 5785 ft2 35 ft2 35 ft2 52 ft2 394 ft2 399 ft2

21586 ft2 18618 ft2 12833 ft2 5785 ft2

FINAL DESIGN

section: at floating box

building

+ elevated

floating + floating

box + frame

program city

punctures

FINAL DESIGN

North + south

Greenroof

+ ramp

bowling alley

access

louvers

east elevation

north elevation

FINAL DESIGN

WEST ELEVATION

SOUTH ELEVATION

FINAL DESIGN

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

D1 2.10

2.7

2.5

2.3

2.1 E1

M1 2.9

2.8

2.6

2.4

2.2 N1

GROUND FLOOR STRUCTURAL PLAN 1/16” = 1’

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

GROUND FLOOR STRUCTURE PLAN

1.1

D1 2.10

2.7

2.5

2.3

2.1 E1

M1 2.9

2.8

2.6

2.4

2.2 N1

FOUNDATION STRUCTURAL PLAN 1/16” = 1’

FOUNDATION STRUCTURE PLAN

STRUCTURAL ANALYSIS 1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

2ND FLOOR STRUCTURE PLAN

3RD FLOOR STRUCTURE PLAN

SECOND FLOOR STRUCTURAL PLAN 1/16” = 1’

THIRD FLOOR STRUCTURAL PLAN 1/16” = 1’

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

D1 2.10

2.7

2.5

2.3

2.1 E1

M1 2.9

2.8

2.6

2.4

2.2 N1

FIRST FLOOR STRUCTURAL PLAN 1/16” = 1’

1ST FLOOR STRUCTURE PLAN

STRUCTURAL ANALYSIS

steel + retaining wall

waffle slab + concrete columns

LOAD TRACING

building section: ramp steel+retaining walls, waffle slab+concrete columns, structural curtain wall+slabs

LOAD TRACING

ramp section: green roof>steel framing>retaining walls>concrete footings

structural curtain wall + concrete beams + slabs

mechanical perspective section

MECHANICAL ANALYSIS

mechanical perspective section

ZONE 1: EAST FACADE ZONE 2: WEST FACADE

ZONE 3: RESTROOMS ZONE 4: OFFICES ZONE 5: KITCHENS

ZONE 6: BOWLING ALLEY

mechanical cav zones

1.9

1st floor

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

mechanical plan 1F 2f zone 1 + zone 2

return at ceiling supply at ceiling east west main: branch:

8650 ft2 5’ - 0” 8’ - 0”

2.10

2.7

2.5

2.3

2.1 E1

zone 3

zone 5

restrooms + computer lab main: branch: [direct return through restrooms]

2375 ft2 1’ - 6” 2’ - 6”

cafeteria main: branch: [direct return through zone 5]

2723 ft2 1’ - 6” 2’ - 6”

M1 2.9

2.8

2.6

2.4

2.2 N1

ground floor mechanical plan gF gf 1f zone 6

return at ceiling supply at ceiling supply at ceiling bowling alley main: branch:

mech. room

1.9

fresh air louvers area [mech. room wall] exhaust air louvers area [roof of mech. shaft]

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

6300 ft2 4’ - 6” 7’ - 0”

D1 2.10

2.7

2.5

2.3

2.1 E1

5079 ft2 250 ft2 200 ft2

split vav air system

boiler room + chiller plant [use campus boiler + chiller]

M1 2.9

approx. cooling air volume: fan room req’d. area:

95000CFM 2500 ft2

2.8

2.6

2.4

2.2 N1

MECHANICAL ANALYSIS 1.9

2nd floor

1.8

1.7

1.6

1.5

1.4

1.3

1.2

mechanical plan 2F 3f

1.1

return at ceiling supply at ceiling

zone 1 + zone 2

east west main: branch:

6072 ft2 3’ - 6” 6’ - 0”

zone 3

zone 4

zone 5

restrooms + computer lab main: branch: [direct return through restrooms]

1377 ft2 >1’ - 0” >2’ - 0”

cafeteria main: branch: [direct return through zone 5]

3204 ft2 >2’ - 6” >3’ - 6”

retail main: branch: [direct return through zone 5]

2375 ft2 2 - 0” 3’ - 0”

3rd floor

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

mechanical plan A1

3f zone 1 + zone 2

zone 3

zone 4

zone 5

return at ceiling east west main: branch:

7305ft2 4’ - 0” 7’ - 0”

restrooms + computer lab main: branch: [direct return through restrooms]

1377 ft2 >1’ - 0” >2’ - 0”

offices main: branch:

1632 ft2 1’ - 0” 2’ - 0”

catering kitchen main: branch: [direct return through zone 5]

1480 ft2 1’ - 0” 2’ - 0”

FINAL DESIGN

wall section @ metal cladding & curatinwall 5

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wall section @ metal cladding PARAPET CAP

Sim

METAL CLAD PARAPET- SEE DETAIL

WOOD BLOCKING

PARAPET CAP

DRIP EDGE

WOOD BLOCKING

WATERPROOF MEMBRANE (2 LAYERS)

DRIP EDGE

WOOD BLOCKING

WATERPROOF MEMBRANE (2 LAYERS)

EPDM ROOFING

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WOOD BLOCKING

THERMAL INSULATION (6"; R30)

EPDM ROOFING THERMAL INSULATION (6"; R30) SLOPE 1/4" / 1'-0"

POST-TENSION CABLE- SEE ENGINEERING SUSPENSION INDIRECT LIGHTING DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)

DROP CEILING METAL FRAMING (2-1/2")

BOLT ADDITIONAL 5 1/2" METAL STUD W/ INSULATION AND 1/2" GYP. BOARD@ CURTAINWALL HEAD AND SILL

3FORM RESIN PANEL (1/2")

WOOD BLOCKING 7 1/2" DOUBLE GLAZED CURTAINWALL DRIP EDGE AND FLASHING HORIZONTAL OPERABLE METAL CLAD LOUVERS

1/2" 3FORM PANEL WOOD BASE RUNNER WOOD BLOCKING FINISH FLOOR (WOOD)

7 1/2" CUTRTAINWALL

PROTECTIVE LAYER

WOOD BASE RUNNER

SOUND ATTENUATION INSULATION (1-1/2")

WOOD FURRING STRIP (1-1/2"; 2'-0" O.C.)

FINISH FLOOR (WOOD) PROTECTIVE LAYER SOUND ATTENUATION INSULATION (1-1/2")

POINT SUPPORT HARDWARE POST-TENSION CABLE- SEE ENGINEERING

DROP CEILING METAL FRAMING (2-1/2")

SUSPENSION INDIRECT LIGHTING DROP CEILING METAL FRAMING (2-1/2")

SPANDREL- SEE DETAIL 7 1/2" CURTAINWALL

3FORM RESIN PANEL (1/2")

SUSPENSION INDIRECT LIGHTING

DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)

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1/2" 3FORM PANEL WOOD BASE RUNNER WOOD BLOCKING FINISH FLOOR (WOOD) PROTECTIVE LAYER SOUND ATTENUATION INSULATION (1-1/2") WOOD FURRING STRIP (1-1/2"; 2'-0" O.C.)

POINT SUPPORT HARDWARE

POST-TENSION CABLE- SEE ENGINEERING SPANDREL- SEE DETAIL

DROP CEILING METAL FRAMING (2-1/2")

SUSPENSION INDIRECT LIGHTING DROP CEILING METAL FRAMING (2-1/2")

7 1/2" CURTAINWALL

3FORM RESIN PANEL (1/2")

3FORM RESIN PANEL (1/2") DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)

SUSPENSION INDIRECT LIGHTING

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DROP CEILING SUSPENSION CABLE (2'-9" CAVITY)

CLADDING-INTERIOR WALL SECTION- SEE DETAIL

WOOD BASE RUNNER 4" WOOD FLOOR STRUCTURE 2'-0" O.C. 7 1/2" CURTAINWAL

WOOD STRIP FLOORING

WOOD BASE RUNNER

4" SOUND ATTENUATION INSULATION

4" WOOD FLOOR STRUCTURE 2'-0" O.C.

CONCRETE WAFFLE SLAB

WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION CONCRETE WAFFLE SLAB

METAL RAINSCREEN "T" BRACKET (2-1/2")

STEEL ANGLE STEEL ANGLE

1-HR FIRE RATED SLAB (6")

PERFORATED METAL PANEL (3' x 10' x 3/32") WATERPROOF MEMBRANE

POST-TENSION CABLE- SEE ENGINEERING

FIBER CEMENT PANEL (1") DRIP EDGE; METAL FLASHING

PERFORATED METAL PANEL (3' x 10' x 3/32")

REBAR REINFORCEMENT (1/4")

1-HR FIRE RATED SLAB (6")

WATERPROOF MEMBRANE

POST-TENSIONING CABLE (2" RADIUS; 5'0" O.C.)

FIBER CEMENT PANEL (1")

REBAR REINFORCEMENT (1/4")

WAFFLE SLAB STEM (6" TO 12" TAPER)

DRIP EDGE; METAL FLASHING

WAFFLE SLAB STEM (6" TO 12" TAPER)

BRICK PAVERS (8"x2-1/4") BRICK PAVERS (8"x2-1/4") SAND (1-1/2") GRAVEL (6")

SAND (1-1/2") GRAVEL (6")

wall sections details

PARAPET CAP

WOOD BLOCKING DRIP EDGE METAL RAINSCREEN "T" BRACKET (2-1/2") THERMAL INSULATION (6"; R30)

WATERPROOF MEMBRANE; DOUBLE LAYER WOOD BLOCKING

METAL STUD FRAMING (6"; 2'-0" O.C.)

THERMAL INSULATION (6"; R30)

WATERPROOF MEMBRANE

EPDM ROOFING

FIBER CEMENT PANEL (1")

WAFFLE SLAB

PERFORATED METAL PANEL (3/32")

4 HORIZONTAL OPERABLE METAL CLAD LOUVERS SPACED AT 2'-0" 7 1/2" DOUBLE GLAZED CURTAINWALL 1 HR FIRE RATED SLAB (6") POST-TENSION CABLE- SEE ENGINEERING REBAR 1/2" GYPSUM WALL BOARD SPANDREL GLAZING

6 3FORM RESIN PANEL (4' x 8' x 1/2") POINT SUPPORT HARDWARE AIR GAP (1-1/2") GYPSUM SHEATHING (1") METAL FRAMING (6"; 24" O. C.) THERMAL INSULATION (6"; R30) WATERPROOF MEMBRANE FIBER CEMENT PANEL (1") METAL RAINSCREEN "T" BRACKET (2-1/2") PERFORATED METAL PANEL (5' x 10' x 3/32") BENT ON 4 SIDES AND BOLTED TO BRACKET

wall section @ expansion joint & curatinwall OPERABLE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)

6" RIGID INSULATION 2 LAYERS OF WATERPROOF MEMBRANE EPDM ROOF MATERIAL CURTAINWALL PARAPET- SEE DETAIL

EXPANSION JOINT FLOOR PLATE EXPANSION JOINT RUBER CAULKING CORRUGATED METAL DECKING

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3" CONCRETE

Sim

6" INSULATION METAL STUD FRAMING TO MEET EDGE OF SLAB AND EDGE OF GREEN ROOF CORRUGATED METAL DECK

VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE

WATERPROOF MEMBRANE EXTERIOR LIGHT

VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)

GRAVEL STEEL PLATE PROTECTCION BOARD GRASS 5" SOIL

10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE

FILTER FABRIC MOISTURE RETENTION LAYER AERATION LAYER DRAINAGE LAYER W/ 3" DRAIN ROOT BARRIER PROTECTION MAT THERMOPLASTIC WATERPROOF MEMBRANE

wall section @ green roof ramp 4" SOUND ATTENUATION INSULATION

GLASS RAILING

PROTECTIVE LAYER

SHEET METAL PARAPET

WOOD STRIP FLOORING

WOOD SHIM

WOOD BASE RUNNER

BLOCKING

10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE

WATERPROOF MEMBRANE FLASHING WITH DRIP EDGE

OPERABLE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) EXPANSION JOINT - SEE DETAIL

CONCRETE RETAINING WALL WITH 6" PRECAST CONCRETE WALL CAP

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6" INSULATION

CORRUGATED METAL DECK

GREENROOF SYSTEMSEE DETAIL

3" CONCRETE

12" STEEL BEAM- SEE STRUCTURAL PLANS

6" INSULATION

WELDED SHEAR CONNECTION GREENROOF - SEE DETAIL

5" CONCRETE

Sim

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EPDM ROOF MATERIAL

SHEET METAL PARAPET WOOD BLOCKING 3 5/8" METAL STUDS CANT STRIP

16" STEEL GIRDER 12" METAL TUBE COLUMN

WOOD BLOCKING

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WATERPROOF MEMBRANE 1" GYPSUM SHEATHING PERFORATED METAL PANEL SYSTEM (3/32") ENVELOPE "T" BRACKET

MECHANICAL ROOM

REBAR CONCRETE RETAINING WALL

BOWLING ALLEY

5" INSULATION WOOD STRIP FLOORING 2x4 RAISED WOOD DECKING 3 1/2" SOUND ATTENUATION INSULATION

2" POST-TENSION CABLE 5'-0" O.C.

WOOD BASE RUNNER

FLASHING WITH DRIP EDGE

3" CONCRETE SLAB ON GRADE 16" DEEP CONCRETE FOOTING 6" CONCRETE SLAB ON GRADE

16" CONCRETE FOOTING

VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS) PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE

wall section @ curtainwall puncture

wall section @ curtainwall & vertical louvers

6" RIGID INSULATION EPDM ROOF MATERIAL SHEET METAL PARAPET WOOD BLOCKING

6" RIGID INSULATION

2 LAYERS OF WATERPROOF MEMBRANE

CANT STRIP

EPDM ROOF MATERIAL

WOOD BLOCKING

CURTAINWALL PARAPET- SEE DETAIL

6" METAL STUDS WATERPROOF MEMBRANE 1" GYPSUM SHEATHING

SLOPE 1/4" / 1'-0"

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SLOPE 1/4" / 1'-0"

POST-TENSION CABLE- SEE ENGINEERING MECHANICAL DUCT- SEE MECHANICAL SUSPENDED CEILING CABLES

SUSPENDED CEILING CABLES

VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)

2 1/2" METAL STUD CEILING FRAMING SYSTEM

PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)

1/2" 3FORM CEILING TILES

BALLROOM

30" REINFORCED CONCRETE COLUMN-SEE STRUCTURAL

10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE

BRACKETING SYSTEM

15" VERTICAL PERFORATED METAL LOUVERS

1/2" 3FORM PANELS 3 5/8" METAL STUDS

12" STEEL COLUMNS BEYOND 15'-0" O.C.

30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL WOOD BASE RUNNER PROTECTION LAYER WOOD STRIP FLOORING 1" RIGID INSULATION PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR) 10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)

1/2" AIRSPACE

SUSPENDED CEILING CABLES

SPANDREL GLASS SYSTEM

2 1/2" METAL STUD CEILING FRAMING SYSTEM

1/2" GYPSUM SHEATHING

1/2" 3FORM CEILING TILES 30" REINFORCED CONCRETE COLUMN-SEE STRUCTURAL

30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL

BRACKETING SYSTEM 1/2" 3FORM PANELS 3 5/8" METAL STUDS

6" CONTINUOUS CURTAINWALL SURROUNDING PUNCTURE SPANDREL GLASS

30" REINFORCED CONCRETE COLUMN- SEE STRUCTURAL

1/2" GYPSUM BOARD

1" RIGID INSULATION

AIRSPACE

PROTECTION LAYER

POST-TENSION CABLE -SEE ENGINEERING

WOOD STRIP FLOORING WOOD BASE RUNNER

PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)

POST-TENSION CABLE- SEE ENGINEERING

10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)

MECHANICAL DUCT- SEE MECHANICAL SUSPENDED CEILING CABLES

REBAR

2 1/2" METAL STUD CEILING FRAMING SYSTEM

SUSPENDED CEILING CABLES

1/2" 3FORM CEILING TILES

2 1/2" METAL STUD CEILING FRAMING SYSTEM 1/2" 3FORM CEILING TILES

DINING ROOM 30" REINFORCED CONCRETE COLUMN BEYOND- SEE STRUCTURAL WOOD BASE RUNNER 2 X 4 WOOD FLOOR SUPPORTS PERFORATED METAL VERTICAL LOUVERS (MATCH EXTERIOR)

WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION

10 1/2" CURTAINWALL HEADER; BLOCK IF NECESSARY TO MAKE EVEN WITH ENVELOPE VERTICAL LOUVER STRUCTURE SYSTEM (SEE MANUFACTERER'S SPECS)

WOOD BASE RUNNER 2 X 4 WOOD FLOOR STRUCTURE WOOD STRIP FLOORING 4" SOUND ATTENUATION INSULATION

POST-TENSION CABLE -SEE ENGINEERING

POST-TENSION CABLE- SEE ENGINEERING

DRIP EDGE AND FLASHING

30" REINFORCED CONCRETE COLUMN- SEE STRUCTURAL BRICK PAVERS- MATCH EXISTING 2" SAND

BRICK PAVERS (8"x2-1/4") SAND (1-1/2")

GRAVEL

EXPANSION JOINT BETWEEN EXISTING AND NEW BRICK PAVERS

5" DRAIN 4" DRAIN

5" DRAIN GRAVEL (6")

16" CONCRETE FOOTING

wall sections details

final design

building section through punctures

building section through bowling alley

building section through main stair

final design