adam k cramm portfolio

ADAM K CRAMM AIA, [email protected]

402.679.2151

12345PERFORMING ARTS CONVENTION CENTER PARKING STRUCTUREOFFICE GRADUATE WORKHANCHER AUDITORIUMPELLI/CLARKE/PELLI + OPNIOWA CITY, IAUNIVERSITY OF IOWA$131,000,000UNDER CONSTRUCTION180,000 SF

6GRADUATE WORK

CR CONVENTION COMPLEXOPNCEDAR RAPIDS, IACITY OF CEDAR RAPIDS$106,000,000COMPLETED 2013471,000 SF

INTERMECOPNCEDAR RAPIDS, IAHONEYWELL$9,000,000COMPLETED 201381,000 SF

CEDAR RAPIDS PARKOPNCEDAR RAPIDS, IACITY OF CEDAR RAPIDS$9,000,000UNDER CONSTRUCTION206,000 SF

RED BARN VIDEO LOUNGEMIN/DAY + F.A.C.T.LINCOLN, NESHELDON ART GALLERYN/ACOMPLETED 2008N/A

URBAN AGRICULTURESTUDENT WORKLINCOLN, NEN/AN/ASPECULATIVEN/A

1HANCHER AUDITORIUMFor more than 30 years, Hancher Auditorium has presented the finest in world culture to students and the public alike. In 1999, The New York Times called Hancher a “forward-looking arts sponsor.” In June 2008, the University of Iowa incurred significant damage to campus buildings due to the flooding of the Iowa River. Of those buildings flooded, the Voxman Music Building, Hancher and Clapp Recital Hall were all damaged and determined by FEMA eligible for replacement.

The original building was designed by Max Abramovitz (1972), and stood as an icon, symbolizing the arts for the University, the community and the State of Iowa. It is the desire of the University for the replacement facility to carry that same distinction.

The replacement of the existing Hancher facility will have a large multi-purpose proscenium theater, as well as a smaller performance space for rehearsals, performance and teaching. The building program requires front-of-house and back-of-house support spaces and administrative offices. The larger theater space will accommodate commercial productions including music, dance, opera and theatrical works.

Renderings courtesy of Pelli/Clarke Pelli

VIEW FROM CAMPUS

VIEW FROM RIVER

SECOND FLOOR LOBBY

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1. LOBBY2. AUDITORIUM3. ADMINISTRATION4. SCENE SHOP5. REHEARSAL

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FLOOR 02

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SITE PLAN

LEVEL 1665' - 0"

LEVEL 3713' - 6"

LEVEL 4732' - 6"

LEVEL 2690' - 6"

A2542

2" BELOW GRADE XEPSINSULATION

CONCRETE SITE PAVING,REFER TO LANDSCAPE

DRAWINGS

CONCRETE FOUNDATION WALL- REFER TO STRUCTURAL

DRAWINGS

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INTERIOR LINEAR WOODPLANK CEILING SYSTEM

A3504

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ENTRANCEVESTIBULE/

FOYERX1001

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UNDER-SLAB VAPOR BARRIERCONCRETE SLAB ON GRADE -REFER TO STRUCTURALDRAWINGS

CURTAINWALL - REFER TOTYPICAL ASSEMBLY DETAILS

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STRUCTURAL STEEL MEMBERW/ SPRAY APPLIED

FIREPROOFING

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WRAP STRUCTURAL STEELMEMBER W/ INSULATION 3'-0"MIN. FROM PENETRATION OF

AIR BARRIER - TYP.

STRUCTURAL STEEL MEMBERBEYOND W/ SPRAY APPLIED

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STRUCTURAL STEEL MEMBERBEYOND W/ SPRAY APPLIEDFIREPROOFING


691' - 6"

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CONSTRUCTIONDOCUMENTS

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CEDAR RAPIDS - DES MOINES

OPN ARCHITECTS

UNIVERSITY OF IOWAFACILITIES MANAGEMENT

PELLI CLARKE PELLI ARCHITECTS1056 CHAPEL STREETNEW HAVEN, CT 06510T. 203.777.2515

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200 5TH AVENUE SE SUITE 201CEDAR RAPIDS, IA 52401319-363-6018 PHONE319-363-7349 [email protected]

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141 EAST PARK ROAD, IOWACITY, IA 52242

200 UNIVERSITY SERVICESBUILDINGIOWA CITY, IA 52242

M.A. MORTENSON COMPANY700 MEADOW LANE NORTHMINNEAPOLIS, MN 55422P: 763-522-2100

Owner's Representative

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CIVIL ENGINEERSHIVE HATTERY, INC.2834 NORTHGATE DRIVEIOWA CITY. IA 52245P: 319-354-3040

LANDSCAPE ARCHITECTUREBALMORI ASSOCIATES833 WASHINGTON STREET, 2ND FLOORNEW YORK, NY 10014P:212-431-8616

ELECTRICAL ENGINEERALVINE AND ASSOCIATES1102 DOUGLAS STREETOMAHA, NE 68102-1814P: 402-346-7007

ACOUSTIC CONSULTANTKIRKEGAARD ASSOCIATES801 WEST ADAMS STREET, 8TH FLOORCHICAGO, IL 60607P: 312-441-1980

MECHANICAL ENGINEERALVINE AND ASSOCIATES1102 DOUGLAS STREETOMAHA, NE 68102-1814P: 402-346-7007

AUDIO VISUAL CONSULTANTTHRESHOLD ACOUSTICS53 WEST JACKSON BOULEVARD,SUITE 815CHICAGO, IL 60604P:312-386-1400

CONFLUENCE1300 WALNUT STREET, SUITE 200DES MOINES, IA 50309P:515-288-4875

THEATRE CONSULTANTTHEATRE PROJECTS CONSULTANTS47 WATER STREETSOUTH NORWALK, CT 06854P: 203-299-0830

STRUCTURAL ENGINEERTHORNTON-TOMASETTI, INC.330 N. WABASH AVENUE, SUITE 1500CHICAGO, IL 60611P: 312-596-2000

FOOD SERVICEMICHAEL L. BRADNAN & ASSOCIATES5750 COUNTRY LANE NECEDAR RAPIDS, IA 52411P:319-395-0395

TECHNOLOGY ENGINEERALVINE AND ASSOCIATES1102 DOUGLAS STREETOMAHA, NE 68102-1814P: 402-346-7007

ARCHITECTURAL LIGHTINGCLINE BETTRIDGE BERNSTEINLIGHTING DESIGN INC.116 EAST 27TH STREET, 4TH FLOORNEW YORK, NY 10016P:212-741-3280

SIGNAGE/ GRAPHICSPENTAGRAM204 FIFTH AVENUENEW YORK, NY 10010P:212-683-7000

VERTICALTRANSPORTATION

LERCH BATES, INC.706 SECOND AVENUE S, SUITE 660MINNEAPOLIS, MN 55402P:612-332-5471

OPN #10234005

DESIGN ARCHITECT

BID SET - BE3/4 08/16/13

Revision Dates

8/19

/ 201

39 :

18:4

1AM

A331

WALL SECTIONS - AREA C

HANCHER AUDITORIUM -REPLACEMENT FACILITY

1/2" = 1'-0"1 WALL SECTION

LOBBY LOBBY

LEVEL 1665' - 0"

LEVEL 3713' - 6"

LEVEL 2690' - 6"

B10

ARTDESIGN

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691' - 6"

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CONCRETE FROST STOOP,REFER TO CIVIL DRAWINGS

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LEVEL 3713' - 6"

LEVEL 2690' - 6"

LEVEL 0648' - 0"

B10

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STAIRXSTL05

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VARIES

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LEVEL 2690' - 6"

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VESTIBULEX1331

CUST.CONTROL

L343

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CONCRETE FOOTING / GRADEBEAM - REFER TOSTRUCTURAL DRAWINGS



A3504

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STRUCTURAL STEEL MEMBERBEYOND W/ SPRAY APPLIEDFIREPROOFING

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CURTAINWALL ENTRANCESYSTEM - REFER TO TYPICAL

ASSEMBLY DETAILS



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OPN #10234005

DESIGN ARCHITECT

BID SET - BE3/4 08/16/13

Revision Dates

8/19

/ 201

39 :

15:4

6AM

A320

WALL SECTIONS - AREA B


1/2" = 1'-0"3 WALL SECTION 1/2" = 1'-0"1 WALL SECTION


LEVEL 3713' - 6"

UB TF

733' - 0"

EXT-S-M6-B0

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BUILDING EXPANSION JOINT

A3512

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R18" 2' - 4"


FIREPROOFING

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T.O. PARAPET

C-WD-B

8" 3' - 0" 7' - 2 1/2"

8" 3' - 3 1/8"

CONCRETE THEATER WALL- REFER TO STRUCTURAL


FIREPROOFING


FIREPROOFING


FIREPROOFING

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1' - 1"

EXT-S-M6-B0

VARIES

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736' - 0"

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B.O. SOFFIT


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FIREPROOFING

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C-WD-B


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VARIES

B.O. SOFFIT

736' - 0"

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T.O. PARAPET

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OPN #10234005

DESIGN ARCHITECT

BID SET - BE3/4 08/16/13

Revision Dates

8/19

/ 201

39 :

16:2

2AM

A322





LEVEL 1665' - 0"

LEVEL 2690' - 6"

RB

WESTLOBBYX1200

REHEARSALROOM1200

BUILDING EXPANSIONJOINT

677' - 0"

EXT-S-M6-B0


CONCRETE FOUNDATION WALL- REFER TO STRUCTURAL

DRAWINGS

A3524

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RA.4RA

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10" GROUND FACE CMU

8" OFF-SET SPLIT FACE CMU,PAINT

BOND BEAM

BOND BEAM

10" CMU

BOND BEAM

10" GROUND FACE CMU

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8" CMU

1" FABRIC WRAPPEDACOUSTICAL WALL PANELTYPE A

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CONCRETE FOOTING / GRADEBEAM - REFER TO

STRUCTURAL DRAWINGS

UNDER-SLAB VAPOR BARRIER

CONCRETE SLAB ON GRADE -REFER TO STRUCTURAL

DRAWINGS

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ACOUSTICAL FINISH, AF-1CONTINUOUS INSIDE PLENUM

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FILL STUD CAVITY WITH SOUNDBATT INSULATION

2 LAYERS 5/8" TYPE "X" GWB

VARIES

B.O. SOFFIT

691' - 6"

T.O. PARAPET

LEVEL 1665' - 0"

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REHEARSALROOM1200

706' - 6"

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STRUCTURAL DRAWINGS

CONCRETE STEM WALL, REFERTO STRUCTURAL DRAWINGS

CONCRETE APRON - REFER TOSTRUCTURAL DRAWNGS



C-WD-B

B.O. SOFFIT


FIREPROOFING


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R3

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STRONG POINT - REFER TOASSEMBLY DETAILS

FALL PROTECTION - REFERTO ASSEMBLY DETAILS

CURTAINWALL MULLIONCROSS BRACE

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LEVEL 1665' - 0"

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OPN ARCHITECTS



Project No.

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OPN #10234005

DESIGN ARCHITECT

BID SET - BE3/4 08/16/13

Revision Dates

8/19

/ 201

39 :

16:4

2AM

A323





2CR CONVENTION COMPLEXThe new Cedar Rapids Convention Complex is at the very heart of a collective vision to transform Cedar Rapids. Community leaders and urban planners view the convention complex as the anchor and catalyst for total urban renewal. Located in the heart of downtown, the new Cedar Rapids Convention Complex consists of three interrelated facilities:

New convention centerRenovation of the U.S. Cellular Center ArenaRenovation of the Convention Complex Hotel (DoubleTree by Hilton Cedar Rapids)

The complex opened its doors on May 31, 2013 and is one of the largest convention and events complex in the state of Iowa — second only to Veterans Memorial Auditorium in Des Moines. The Cedar Rapids Convention Complex includes a new exhibit hall, ballrooms, meeting rooms and pre-function space, plus a renovated events arena and renovated hotel with an additional ballroom and meeting room space. The 471,227 square foot complex offers 81,779 square feet of exhibit space, 12,359 square feet of ballroom space and 19,383 square feet of meeting room space.

Convention Center and Arena | 295,000 SFDoubleTree by Hilton Hotel | 176,000 SF

Photos courtesy of Main Street Studio

VIEW FROM FIRST AVE.

ARENA

HOTEL

LANTERN

CONVENTIONUP

UP

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STAGE

ADMINISTRATIONFIRST AVENUE BACK OF HOUSE (BOH)

BOH CORRIDORBOH STAIR/ELEVATORHOTEL SERVICESMEETING ROOM/FLEX HALLPUBLIC CIRCULATIONRESTROOMSRETAIL/CONCESSIONSTRUCK APRONVERTICAL CIRCULATION

FLOOR 01

ARENA

HOTEL

LANTERN

CONVENTION

FIRST AVENUE BACK OF HOUSE (BOH)BOH CORRIDORBOH STAIR/ELEVATORHOTEL SERVICESMEETING ROOM/FLEX HALLPUBLIC CIRCULATIONRESTROOMSRETAIL/CONCESSIONSTRUCK APRON

FLOOR 02

UPDN

FLEX HALL BELOW

LOBBY BELOW

VERTICAL CIRCULATION

LANTERN CONVENTION CENTER LOBBY

HOTEL LOBBY

RESTAURANT

GUEST ROOM

LOUNGE

3INTERMECIntermec is a supply chain management company with more than 2,300 employees worldwide in more than 65 countries. For decades, their Cedar Rapids office was housed in a dark, largely windowless building on a nondescript corner in downtown Cedar Rapids. After a devastating flood swept through the building in 2008, executives questioned whether to move their operations out of the downtown core, renovate their existing space or build new. They decided to remain in the downtown but to build a new, modern facility.

OPN Architects worked with the company to design a new, state-of-the-art facility to house the firm’s research, engineering and administrative functions. The Cedar Rapids Technology Center provides space for more than 230 employees to collaborate on the design, development and testing of next-generation designs for mobile and data collection solutions.

The two-story, 81,000-square-foot structure hosts 31,000-square-feet of open office space; 12,000-square-feet of lab space; a 3,700-square-foot multi-purpose/cafe space; and a 2,300-square-foot loading dock and storage facility. The upper level houses workspaces, teaming rooms, an executive conference room and a customer demonstration area.

Photos courtesy of Main Street Studio

VIEW FROM THIRD STREET

MAIN ENTRANCE

LOBBYLOBBY

1st FLOOR0"

2nd FLOOR15' - 6"

5

T.O. PARAPET32' - 6"

BRICK VENEER ON FOUNDATIONFACE BRICK - MODULAR

AIR SPACE3" RIGID INSULATION

AIR AND WATER BARRIER MEMBRANECAST IN PLACE CONCRETE FOUNDATION

2" RIGID INSULATION

TERRACOTTA ON 6" FRAMINGTERRACOTTA PANEL ASSEMBLY

AIR SPACE3" RIGID INSULATION & THERMALLY

BROKEN BRACKET & FRAMING SYSTEMAIR AND WATER BARRIER MEMBRANE5/8" GLASS MAT GYPSUM SHEATHING

6" METAL FRAMING W/ BATT INSULATION5/8" TYPE "X" GWB




6" METAL FRAMING5/8" TYPE "X" GWB

27' - 6"

EIFS SOFFIT4" EIFS

EIFS AIR / MOISTURE BARRIER5/8" GLASS MAT GYPSUM SHEATHING

A3425

ROOF ASSEMBLYFULLY ADHERED ROOFING MEMBRANE

4" POLY ISO INSULATIONMETAL ROOF DECK

SLOPED STEEL STRUCTURE

INSULATED PRECAST AT PARAPET12" INSULATED PRECAST PANEL

2" RIGID INSULATION1/2" FIRE TREATED PLYWOOD

FULLY ADHERED ROOFING MEMBRANE

12" INSULATEDARCHITECTURAL PRECAST

PANEL - PAINT

A3426

SEE STRUCTURAL

-4' - 0" BRICK LEDGE

SLAB ON GRADE ASSEMBLYREINFORCED CONCRETE SLAB

VAPOR RETARDER2" RIGID INSULATION (MIN. 24" HORIZ.)

COMPACTED FILL

A3415

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STEEL BEAM - REFER TOSTRUCTURAL


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A3437

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CEILING ASSEMBLY - REFER TOCEILING PLANS

SLAB ASSEMBLYCONCRETE SLAB

METAL DECK

REINFORCED CONCRETEFOUNDATION - REFER TO

STRUCTURAL

ALUMINUM CURTAIN WALLSYSTEM MULLION

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ALUMINUM CURTAIN WALLSYSTEM HEAD

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ALUMINUM STOREFRONTWINDOW ASSEMBLY

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ALUMINUM COMPOSITEBACKPAN ATTACHED TOWINDOW FRAME - FINISH

SYSTEM TO MATCH WINDOWSYSTEM

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SPANDREL GLASS PANEL

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2nd FLOOR15' - 6"

5


BRICK VENEER ON 6" FRAMINGFACE BRICK - MODULAR


AIR AND WATER BARRIER MEMBRANE5/8" GLASS MAT GYPSUM SHEATHING





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3 5/8" METAL FRAMING5/8" TYPE "X" GWB





PANEL - PAINT

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SEE STRUCTURAL

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Sim

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-0"




30' - 2 3/4" T.O.S.

1'-10"


METAL DECK

1"

10' - 0" T.O. BRICK


STRUCTURAL

1"

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"2'

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1'-2"7"

6' - 0" T.O. SILL

8' - 0" T.O. WINDOW

A3113

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ALUMINUM-FRAMEDSTOREFRONT


REFER TO STRUCTURALREFER TO STRUCTURAL

A3412

Sim

A3413

Sim

17' - 6" T.O. SILL

5' - 10" T.O. BRICK

PRECAST REVEAL JOINT

1'-7 3/4"




6"

REFER TO STRUCTURAL

ALUMINUM STOREFRONTMULLION

25' - 4" T.O. WINDOW

ALUMINUM STOREFRONTRECEIVER - ALLOW FOR

DEFLECTION


DEFLECTION



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01-23-2012

DD PRICING10-14-2011

75% CD'S

12-02-201195%

CD'S12-23-2011

A314

WA

LL S

EC

TIO

NS

3/4" = 1'-0"2 WEST TERRACOTTA 3/4" = 1'-0"1 WEST FACADE

2nd FLOOR15' - 6"

A









7'-1

0"2'

-0"

A3411

A3412

A3413

A3414

BRICK VENEER AT PARAPETFACE BRICK - MODULAR



6" METAL FRAMING5/8" GLASS MAT GYPSUM SHEATHING








COMPACTED FILL





2" RIGID INSULATION

SEE STRUCTURAL

A3412

Sim

30' - 4 1/2" T.O.S.

1'-9"


STEEL BEAM WITH SPRAYAPPLIED FIREPROOFING -

REFER TO STRUCTURAL


STRUCTURAL


METAL DECK


A3437


6"

17' - 4" T.O. BRICK


6"

32' - 2 7/8" T.O. BRICK



SLIP CONNECTOR - REFER TOSTRUCTURAL



APPLY SPRAY APPLIEDFIREPROOFING TO UNDERSIDE

OF COMPOSITE DECK

0" FIRST FLOOR


FIRESTOPPING

1"

32' - 6" T.O. PARAPET

1'-2"

17 COURSES

33 COURSES

31 COURSES



DEFLECTION

1'-2"



DEFLECTION


17' - 6" T.O. SILL


2nd FLOOR15' - 6"

1

A3415

A3416

A3417

A3416

Sim

A3418

2'-0

"7'

-10"





REFER TO STRUCTURAL







COMPACTED FILL

SEE STRUCTURAL


PANEL - PAINT


PANEL - PAINT

INSULATED PRECAST12" INSULATED PRECAST PANEL



METAL DECK



30' - 6 1/2" T.O.S.


1'-10"

A3438

FACE BRICK

32' - 4" T.O. PRECAST


PANEL - PAINT



A3113

TYP.

REFER TO STRUCTURAL

REFER TO STRUCTURAL

REFER TO STRUCTURAL


REFER TO STRUCTURAL


APPLY SPRAY APPLIEDFIREPROOFING TO UNDERSIDE

OF COMPOSITE DECK

0" FIRST FLOOR



FIRESTOPPING

-1' - 11 1/2" B.O. PRECAST


STRUCTURAL




1'-7 3/4"

1'-7 3/4"



6"



17' - 6" T.O. SILL


DEFLECTION



DEFLECTION


3/4"

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95%CD'S

12-23 -2011

A311

WA

LL

SE

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S

3/4" = 1'-0"1 NORTH BRICK 3/4" = 1'-0"2 EAST PRECAST PANEL

6" = 1'-0"3 TYPICAL PRECAST REVEAL DETAIL

NOTE: REFER TO EXTERIOR ELEVATIONS FORLOCATIONS OF REVEAL JOINTS

1st FLOOR0"

2nd FLOOR15' - 6"

5





2" RIGID INSULATION




6" METAL FRAMING W/ BATT INSULATION5/8" TYPE "X" GWB





27' - 6"

EIFS SOFFIT4" EIFS


A3425








PANEL - PAINT

A3426

SEE STRUCTURAL




COMPACTED FILL

A3415

Sim

1"

1'-10"



2'-3

3/4

"

A3437

Sim



METAL DECK


STRUCTURAL


A3113

Sim

9'-8

1/4

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2'-9 1/8"







25' - 6" B.O. PRECAST

6"

25' - 2 1/4" T.O. WINDOW


3 PA

NEL

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1' - 1 1/4" T.O. SILL

-1' - 0 3/4" B.O. EIFS

A3453

Sim





SPANDREL GLASS PANEL

1st FLOOR0"

2nd FLOOR15' - 6"

5









2" RIGID INSULATION







COMPACTED FILL






PANEL - PAINT

INSULATED PRECAST WITH 3 5/8" FRAMING12" INSULATED PRECAST PANEL






PANEL - PAINT

A3415

Sim

A3416

Sim

A3417

Sim

A3422

A3421

SEE STRUCTURAL

A3437

Sim

7'-1

0"2'

-0"




30' - 2 3/4" T.O.S.

1'-10"


METAL DECK

1"

10' - 0" T.O. BRICK


STRUCTURAL

1"

2'-0

"2'

-0"

6'-0

"

1'-2"7"

6' - 0" T.O. SILL

8' - 0" T.O. WINDOW

A3113

Sim

ALUMINUM-FRAMEDSTOREFRONT


REFER TO STRUCTURALREFER TO STRUCTURAL

A3412

Sim

A3413

Sim

17' - 6" T.O. SILL

5' - 10" T.O. BRICK


1'-7 3/4"




6"

REFER TO STRUCTURAL




DEFLECTION


DEFLECTION



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e D

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s

Re

vision D

ate

s

Sh

ee

t Issue D

ate

INT

ER

ME

C601 3RD ST SE

100% CD'S

01-23-2012


75% CD'S

12-02-201195%

CD'S12-23-2011

A314

WA

LL S

EC

TIO

NS

3/4" = 1'-0"2 WEST TERRACOTTA 3/4" = 1'-0"1 WEST FACADE

1st FLOOR0"

2nd FLOOR15' - 6"

1

5 5/8" 1'-2"









2" RIGID INSULATION

A3419

A34110

A34111

A3414

Sim




COMPACTED FILL

TERRACOTTA AT PARAPETTERRACOTTA PANEL ASSEMBLY









A34110

Sim

SEE STRUCTURAL





1'-7 5/8"

A3437

Sim


METAL DECK

30' - 6 1/2" T.O.S.












17' - 6" T.O. SILL



1"

A3192

Sim

13 P

ANEL

S

11 P

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S


STRUCTURAL

1'-3 3/8"


DEFLECTION




DEFLECTION

2nd FLOOR15' - 6"

1

A3434

A3435

A3436

A3192


















1'-7 5/8"


EIFS SOFFIT4" EIFS


6" METAL FRAMING

A3444

Sim

A3419

Sim

30' - 9" T.O.S.

10' - 0" B.O. EIFS


5"5"

5"5"

5"5"

5"

TERRA COTTA SUNSCREEN

13 P

ANEL

S

1'-4 1/4"

8 PA

NEL

S

ALUMINUM CURTAIN WALLSYSTEM SILL

ALUMINUM CURTAIN WALLSYSTEM


COLUMN BEYOND




6" METAL FRAMING





FT WOOD BLOCKING

3 5/8" METAL FRAMINGSPANDREL GLASS PANEL

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1716

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Pre

vious Issu

e D

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s

Re

vision D

ate

s

Sh

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t Issue D

ate

INT

ER

ME

C601 3RD ST SE

100% CD'S

01-23-2012


75% CD'S

12-02-201195%

CD'S12-23-2011

A312

WA

LL S

EC

TIO

NS

3/4" = 1'-0"1 EAST TERRACOTTA

3/4" = 1'-0"2 EAST TERRACOTTA AT SOUTH END

1st FLOOR0"

2nd FLOOR15' - 6"

1

5 5/8" 1'-2"









2" RIGID INSULATION

A3419

A34110

A34111

A3414

Sim




COMPACTED FILL










A34110

Sim

SEE STRUCTURAL





1'-7 5/8"

A3437

Sim


METAL DECK

30' - 6 1/2" T.O.S.












17' - 6" T.O. SILL



1"

A3192

Sim

13 P

ANEL

S

11 P

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STRUCTURAL

1'-3 3/8"


DEFLECTION




DEFLECTION

2nd FLOOR15' - 6"

1

A3434

A3435

A3436

A3192


















1'-7 5/8"


EIFS SOFFIT4" EIFS


6" METAL FRAMING

A3444

Sim

A3419

Sim

30' - 9" T.O.S.

10' - 0" B.O. EIFS


5"5"

5"5"

5"5"

5"

TERRA COTTA SUNSCREEN

13 P

ANEL

S

1'-4 1/4"

8 PA

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S

ALUMINUM CURTAIN WALLSYSTEM SILL

ALUMINUM CURTAIN WALLSYSTEM


COLUMN BEYOND




6" METAL FRAMING





FT WOOD BLOCKING

3 5/8" METAL FRAMINGSPANDREL GLASS PANEL

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itects.co

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1918

1716

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1110

98

76

54

32

1



Pre

vious Issu

e D

ate

s

Re

vision D

ate

s

Sh

ee

t Issue D

ate

INT

ER

ME

C601 3RD ST SE

100% CD'S

01-23-2012


75% CD'S

12-02-201195%

CD'S12-23-2011

A312

WA

LL S

EC

TIO

NS

3/4" = 1'-0"1 EAST TERRACOTTA

3/4" = 1'-0"2 EAST TERRACOTTA AT SOUTH END

4CR PARKConstructed in the 600 block of Second Street SE on an existing city-owned surface lot, this 6-story, cast-in-place, post-tensioned structure will provide 620 additional parking spaces to the downtown district for several local area businesses. Nearly all parking will be monthly, contract parking for employees and visitors of nearby business offices. Approximately 75 spaces will remain as transient, hourly parking.

Vehicular access to the parking ramp will be two open entry/exits from 2nd Street and 6th Avenue. Pedestrian egress has been provided on both the northeast and southwest corners of the parking structure.

The addition of this ramp to the downtown cityscape is intended to replace the city’s First Street Parkade, which had been slated for demolition before it received flood damage in 2008.

SE VIEW

8'-4

"1'

-1 1

/2"

2'-6

1/2

"3'

-8"

43'-0

"2'

-8"

2'-1"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-6

"

61'-4

"

2"

2"

2"

2"

2"

2'-2

"

2'-4

"

2'-2

"

2'-4

"

8'-4

"1'

-1 1

/2"

2'-6

1/2

"3'

-8"

43'-0

"2'

-8"

2'-1"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-6

"

61'-4

"

2"

2"

2"

2"

2"

A311

1 WALL SECTION1/2" - 1'-0" 2 WALL SECTION

1/2" - 1'-0"

8'-4

"1'

-1 1

/2"

2'-6

1/2

"3'

-8"

43'-0

"2'

-8"

2'-1"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-6

"

61'-4

"

2'-2

"

2'-4

"

2'-2

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2'-4

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VA

RIE

S6"

3'-2

"3'

-8"

43'-0

"2'

-8"

2'-1"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-6

"

61'-4

"

8'-3

1/2

"9

1/4"

1'-1

1/4

"

2'-2

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2'-4

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2'-2

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2'-4

"

A312

1 WALL SECTION1/2" - 1'-0" 2 WALL SECTION

1/2" - 1'-0"

NE VIEW

SW VIEW

NW VIEW

STRUCTURAL BAY ELEVATION

5RED BARN VIDEO LOUNGEThis exhibition concerns the complex interrelationship of art, landscape and architecture in a rural context. Led by Jeffery L. Day, a professor in the College of Architecture at the University of Nebraska-Lincoln, the show focuses on design proposals for the development of Art Farm, a non-profit art residency program situated on a forty-acre working farm in Marquette, Nebraska. The design work and exhibition are collaborations between the architecture firm Min l Day and FACT, a student-staffed design lab.

The Art Farm exhibition features the installation in the Sheldon Great Hall of an old farm building from Art Farm that has been re-purposed as a video lounge with a modern interior.

The combined focus areas of architectural and landscape design, art practice, and the rural Nebraska environment suggest that the exhibition would appeal to a wide variety of people.

The exhibition demonstrates alternatives to the predominant land uses found in the Great Plains and it asks the question, “Can art form the basis of a post-agricultural landscape?”

*2008 AIA Central States Citation Award Photos courtesy of Min l Day

ORIGINAL ROOF FRAMING & SHEATHING

SHAPED MDF RIBS

MASONITE CEILING SUBSTRATE

1/2” VOLARA FOAM LINER

SHAPED EPS FOAM

SANDED OSB INTERIOR CLADDING

ORIGINAL 2X WOOD FRAMING

ORIGINAL DROP SIDING

6URBAN AGRICULTUREStrategic Objectives: Create an environmentally responsive, holistic design solution for the West Haymarket District that considers the facility in terms of flow of people, water, vegetation, and energy harnessing through the use of wind technology. This site will serve as a diversified energy collection network.

Land Use: Implement a progressive land use strategy that greatly increases the impact of railway transportation. Commercial and residential development hubs will promote local and regional retail operations, extensive open green space for continuous public use and reserves for circulation and easy access. The majority of the site will be an urban garden, allowing for production of agriculture in the middle of downtown Lincoln.

Transportation: Transportation will be a strong visual and physical connection that will link the south end of the West Haymarket with the land mark tower which will be located on the north end of this land. A train station will be located on the southern portion of the Haymarket to activate this current industrialized area of Lincoln.

*Published on the Council for Tall Buildings and Urban Habitat (CTBUH) website

*Published in the University of Nebraska-Lincoln book of work

SECTION DIAGRAM SKIN DIAGRAM

LOBBY

RESIDENCE

ADAM K CRAMM AIA, [email protected]

402.679.2151

adam k cramm portfolio

Documents

sfintermecopncedar rapids

iacity of cedar rapids

iauniversity of iowa

replacement facility

state of iowa

iowa river

existing hancher facility

voxman music building