Page 1

ADAM K CRAMM AIA, NCARB

adamkcramm@gmail.com 402.679.2151


123 4 5 6 PERFORMING ARTS

CONVENTION CENTER

OFFICE

PELLI/CLARKE/PELLI + OPN IOWA CITY, IA UNIVERSITY OF IOWA $131,000,000 UNDER CONSTRUCTION 180,000 SF

OPN CEDAR RAPIDS, IA CITY OF CEDAR RAPIDS $106,000,000 COMPLETED 2013 471,000 SF

OPN CEDAR RAPIDS, IA HONEYWELL $9,000,000 COMPLETED 2013 81,000 SF

HANCHER AUDITORIUM

CR CONVENTION COMPLEX

INTERMEC

PARKING STRUCTURE

CEDAR RAPIDS PARK

OPN CEDAR RAPIDS, IA CITY OF CEDAR RAPIDS $9,000,000 UNDER CONSTRUCTION 206,000 SF

GRADUATE WORK

RED BARN VIDEO LOUNGE MIN/DAY + F.A.C.T. LINCOLN, NE SHELDON ART GALLERY N/A COMPLETED 2008 N/A

GRADUATE WORK

URBAN AGRICULTURE STUDENT WORK LINCOLN, NE N/A N/A SPECULATIVE N/A


1

HANCHER AUDITORIUM For 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-ofhouse 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


HOUSE


SECOND FLOOR LOBBY


4

DN

4

5

DN DN

UP

UP

3

D

5

D

W

DN

2

UP

W

2

DN

3

DN DN

DN

UP UP DN

DN

DN

UP

UP

2

DN UP UP UP

DN

DN

DN

DN

DN

DN

DN UP

UP

1 1

UP

1

FLOOR 01

FLOOR 02

FLOOR 03

1. LOBBY 2. AUDITORIUM 3. ADMINISTRATION 4. SCENE SHOP 5. REHEARSAL

1. LOBBY 2. AUDITORIUM 3. ADMINISTRATION 4. SCENE SHOP 5. COSTUME SHOP

1. LOBBY 2. AUDITORIUM

SITE PLAN


8/19/2013 9:18:41 AM

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

20

21

22

3 A241

733' - 0"

23

24

25

26

R1

T.O. PARAPET

732' - 6" LEVEL 4

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

EXT-S-M6-B0

X

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

6" COLD FORMED METAL FRAMING

W

PRINTED:

19

Y

2 A360

8 A241

Sim

VARIES

V

INTERIOR LINEAR WOOD PLANK CEILING SYSTEM

C-WD-B

U

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

T

SKYLIGHT

S 3 A241

714' - 0"

R1

1 A254

1 A254

SIM

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

SKYLIGHT

R1

3 A254

2 A254

T.O. PARAPET 713' - 6" LEVEL 3

R

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

EXT-M-M6-S0

EXT-S-M6-S0

Q 4 A350

SIM

EXT-M-M6-B0 5 A254

6 A254

P VARIES

C-WD-S

7 A254

SIM

7 A254

7 A254

N

SIM

M

12 A249

L

SIM

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

WRAP STRUCTURAL STEEL MEMBER W/ INSULATION 3'-0" MIN. FROM PENETRATION OF AIR BARRIER - TYP.

2 A241

Sim

R1

CONCRETE TOPPING SLAB

R2

691' - 6"

K

CAFE 2001

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

5 A360

3 A247

T.O. PARAPET

SIM

CONCRETE SLAB ON METAL DECK

690' - 6" LEVEL 2

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

J

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

4 A350

EXT:I-M6-B0

SIM

H

VARIES

G STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

1 A350

C-WD-S

SIM

F

E

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DRAWINGS

D 665' - 0"

CONCRETE SITE PAVING, REFER TO LANDSCAPE DRAWINGS

ENTRANCE VESTIBULE/ FOYER 7 A360

2" BELOW GRADE XEPS INSULATION UNDER-SLAB VAPOR BARRIER GROUT

X1001 CONCRETE SLAB ON GRADE REFER TO STRUCTURAL DRAWINGS

LEVEL 1

C

B

LOBBY A

LOBBY 1

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

27

28


15

16

17

B10

R1

3 A241

714' - 0" T.O. PARAPET 713' - 6" LEVEL 3

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

PRINTED:

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

18

19

1

20

2

21

3

22

4

23

5

24

6

Y

25

7

UB

26

8

27

9

28

10

29

11

12

13

R1

775' - 0"

CEDAR RAPIDS - DES MOINES B9

3 A245

3 A241

714' - 0" 2

LEVEL 3

3 A351

VARIES

DESIGN ARCHITECT

T.O. PARAPET STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

UNIVERSITY OF IOWA FACILITIES MANAGEMENT 200 UNIVERSITY SERVICES BUILDING IOWA CITY, IA 52242

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

Project

HANCHER AUDITORIUM REPLACEMENT FACILITY

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

EXT:I-M6-B0

EXT-S-M6-B0

4 A350

SIM

3 A350

763' - 6"

VARIES B.O. SOFFIT

S

2410

C-WD-S 1' - 7"

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

1' - 5"

EXT-S-M6-B0

"

EXT-S-M6-B0 STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

2 A241

691' - 6"

Sim

11 A241

R1

Sim

Sim

2 A241

T.O. PARAPET

1 A252

8"

3' - 0"

CONCRETE TOPPING SLAB

690' - 6"

LEVEL 2

CONCRETE SLAB ON METAL DECK

LEVEL 2 EXT-S-M6-B0

P STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

N

7 A351

6 A351

EXT-S-M6-B0

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

6" COLD FORMED METAL FRAMING M

6" COLD FORMED METAL FRAMING 736' - 0" B.O. SOFFIT C-WD-B

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

200 5TH AVE CEDAR RAP 319-363-601 319-363-734 www.opnarch opn@opnarc

X

RA

RA.4

EXT-S-M6-B0

8"

4 A350

L

3 A351

V

SIM 1 A241

VARIES

2 A350

2 A241

T.O. P

CONFLUENC 1300 WALNU DES MOINES P:515-288-48

STRUCTU THORNTON330 N. WABA CHICAGO, IL P: 312-596-20 MECHANIC ALVINE AND 1102 DOUGL OMAHA, NE P: 402-346-70

TECHNOL ALVINE AND 1102 DOUGL OMAHA, NE P: 402-346-70

3' - 1"

AUDIO VIS THRESHOLD 53 WEST JAC SUITE 815 CHICAGO, IL P:312-386-14

LEVEL 2

P

10" GROUND FACE CMU BOND BEAM

N

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING EXT-S-M6-B0

BUILDING EXPANSION JOINT

7 A351

SIM

6 A351

733' - 0"

R1 2 LAYERS 5/8" TYPE "X" GWB

1 A352

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

CURTAINWALL ENTRANCE SYSTEM - REFER TO TYPICAL ASSEMBLY DETAILS

BID SET - BE3/4

VESTIBULE X1331

2' - 0"

SEAL ALL PENETRATIONS AIR TIGHT ACOUSTICAL FINISH, AF-1 CONTINUOUS INSIDE PLENUM

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

08/16/13 H

Revision Dates

7 A791 2WEST A352 LOBBY

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

G CONCRETE FROST STOOP, REFER TO CIVIL DRAWINGS CONCRETE SITE PAVING, REFER TO LANDSCAPE DRAWINGS CONCRETE FROST WALL, REFER TO CIVIL DRAWINGS

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

G CONCRETE FROST STOOP, REFER TO CIVIL DRAWINGS CONCRETE SITE PAVING, REFER TO LANDSCAPE DRAWINGS

6 A350

CONCRETE SLAB ON METAL F DECK

665' - 0"

665' - 0"

LEVEL 1

LEVEL 1

8 A351

7 A352

SIM

10 A350

CONCRETE SLAB ON GRADE VARIES REFER TO STRUCTURAL

8 A351

DRAWINGS

STAIR

B.O. SOFFIT

XST306

F

2" BELOW GRADE XEPS INSULATION

CONCRETE FROST WALL, REFER TO CIVIL DRAWINGS

B.O. SOFFIT EXT-S-M6-B0 R1

CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DRAWINGS

12 A351

8"

713' - 6"

713' - 6"

LEVEL 3

LEVEL 3

CONCRETE TOPPING SLAB E

CONCRETE SLAB ON METAL DECK

L343 648' - 0" LEVEL 0

C

12 A351

CONCRETE FOOTING / GRADE BEAM - REFER TO STRUCTURAL DRAWINGS

2" BELOW GRADE XEPS INSULATION CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DRAWINGS

BOND BEAM WALL CONCRETE THEATER - REFER TO STRUCTURAL 10" GROUND FACE CMU

665' - 0" LEVEL 1

SIM

CONCRETE SLAB ON METAL DECK

R1

11 A350

CONCRETE THICKENED SLAB

713' - 6" UNDER-SLAB VAPOR BARRIER

D MEMBER STRUCTURAL STEEL W/ SPRAY APPLIED FIREPROOFING

CUST. CONTROL

CONCRETE FOOTING / GRADE BEAM - REFER TO STRUCTURAL DRAWINGS

B.O. SOFFIT

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

EXT-S-M6-B0

CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DRAWINGS R1

2' - 4"

1200

CONCRETE TOPPING SLAB

D CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DRAWINGS

665' - 0" LEVEL 1

VARIES

E

STAIR

REHEARSAL ROOM

VARIES

SIM

UNDER-SLAB VAPOR BARRIER

STRUCTURAL STEEL MEMBER BEYOND W/ SPRAY APPLIED FIREPROOFING

BID SET - BE3 Revision Dates

2 A791

CONCRETE SLAB ON GRADE REFER TO STRUCTURAL DRAWINGS

2' - 0"

"

Sheet Issue Dat

1" FABRIC WRAPPED ACOUSTICAL WALL PANEL TYPE A 8" CMU

X1200 8' - 0"

EXT-S-M6-B0

STRUCTURAL STEEL M W/ SPRAY FIREPR

BOND BEAM

EXT-S-M6-B0

Sheet Issue Date

VESTIBULE X1025

Key Plan

BOND BEAM

CONCRETE THEATER WALL - REFER TO STRUCTURAL CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

STRUCTURAL STEEL W/ SPRAY FIREPR Owner's Repres

8 A791

EXT-S-M6-B0

5' - 5 1/2"

H

CONCRETE SLAB ON METAL DECK

677' - 0"

B

J CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

SIM

M.A. MORTE 700 MEADOW MINNEAPOL P: 763-522-21

B.O. SOFFIT

J 8" 1' - 1"

VERTICAL EXT-S-M6-B0 TRANSPO LERCH BATE 706 SECOND MINNEAPOL P:612-332-54

10" GROUND FACE CMU

T.O. PARAPET FILL STUD CAVITY WITH SOUND 732' - 6" BATT INSULATION LEVEL 4 3 A241

K

SIGNAGE/ PENTAGRAM 204 FIFTH AV NEW YORK, P:212-683-70

CONCRETE CAP BEAM - REFER TO STRUCTURAL

BOND BEAM

EXT-S-M6-B0

3 A352

ARCHITEC CLINE BETTR LIGHTING DE 116 EAST 27 NEW YORK, P:212-741-32

8" OFF-SET SPLIT FACE CMU, PAINT

C-WD-B

STAIR XST406

FOOD SER MICHAEL L. B 5750 COUNT CEDAR RAPI P:319-395-03

SIM

B.O. SOFFIT

L

4 A791

BUILDING EXPANSION JOINT

736' - 0"

M

1 A352

2 A350

B.O. SOFFIT

ACOUSTIC KIRKEGAARD 801 WEST AD CHICAGO, IL P: 312-441-19 THEATRE THEATRE PR 47 WATER S SOUTH NOR P: 203-299-08

10" CMU

C-WD-B

VARIES

ELECTRIC ALVINE AND 1102 DOUGL OMAHA, NE P: 402-346-70

R1

VARIES

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

LANDSCA BALMORI AS 833 WASHIN NEW YORK, P:212-431-86

BOND BEAM

690' - 6"

M.A. MORTENSON COMPANY 700 MEADOW LANE NORTH MINNEAPOLIS, MN 55422 P: 763-522-2100

B.O. SOFFIT

Consultants

BUILDING EXPANSION JOINT

Sim

T.O. PARAPET

VARIES

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

XSTL05

HANCHER REPLACEM 706' R3

EXT-S-M6-B0

Key Plan

K

Project

706' - 6"

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

691' - 6"

Owner's Representative

LEVEL 4

UNIVERSI FACILITIES 200 UNIVE BUILDING IOWA CITY

SIM

R3

R1

3 A241

733' - 0" T.O. PARAPET 732' - 6"

11 A351

DESIGN A

PELLI CLARK 1056 CHAPE NEW HAVEN T. 203.777.25

SIM

3' - 3 1/8"

733' - 0" T.O. PARAPET

C-WD-B

RB

Owner

Q

VERTICAL TRANSPORTATION SIM LERCH BATES, INC. 7 706 SECOND AVENUEA351 S, SUITE 660 MINNEAPOLIS, MN 55402 EXT-S-M6-B0 P:612-332-5471

SIM

6 A351

13

4 A352

SIGNAGE/ GRAPHICS PENTAGRAM 204 FIFTH AVENUE NEW YORK, NY 10010 P:212-683-7000

EXT-S-M6-B0 736' - 0" B.O. SOFFIT

29 12

A R C H

8" 1"

ARCHITECTURAL LIGHTING CLINE BETTRIDGE BERNSTEIN LIGHTING DESIGN INC. 116 EAST 27TH STREET, 4TH FLOOR NEW YORK, NY 10016 P:212-741-3280

BUILDING EXPANSION JOINT

28 11

OPN ARCH

FOOD SERVICE MICHAEL L. BRADNAN & ASSOCIATES 5750 COUNTRY LANE NE CEDAR RAPIDS, IA 52411 P:319-395-0395

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

27 10

CEDAR RAP

R

ACOUSTIC CONSULTANT KIRKEGAARD ASSOCIATES 801 WEST ADAMS STREET, 8TH FLOOR CHICAGO, IL 60607 P: 312-441-1980 THEATRE CONSULTANT THEATRE PROJECTS CONSULTANTS 47 WATER STREET SOUTH NORWALK, CT 06854 P: 203-299-0830

7' - T.O. 2 1/2" PARAPET

690' - 6"

26 9

EXT-S-M6-B0

AUDIO VISUAL CONSULTANT THRESHOLD ACOUSTICS 53 WEST JACKSON BOULEVARD, SUITE 815 CHICAGO, IL 60604 P:312-386-1400

R1

691' - 6"

CONCRETE SLAB ON METAL DECK

25 8

S

TECHNOLOGY ENGINEER ALVINE AND ASSOCIATES 1102 DOUGLAS STREET OMAHA, NE 68102-1814 P: 402-346-7007

CONCRETE THEATER WALL - REFER TO STRUCTURAL

Q

24 7

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

ELECTRICAL ENGINEER ALVINE AND ASSOCIATES 1102 DOUGLAS STREET OMAHA, NE 68102-1814 P: 402-346-7007

CURTAINWALL - REFER TO TYPICAL ASSEMBLY DETAILS

R

23 6

Y

T

STRUCTURAL ENGINEER THORNTON-TOMASETTI, INC. 330 N. WABASH AVENUE, SUITE 1500 CHICAGO, IL 60611 P: 312-596-2000 MECHANICAL ENGINEER ALVINE AND ASSOCIATES 1102 DOUGLAS STREET OMAHA, NE 68102-1814 P: 402-346-7007

ART DESIGN

B.O. SOFFIT

8"

22 5

CIVIL ENG SHIVE HATT 2834 NORTH IOWA CITY. I P: 319-354-30

CONFLUENCE 1300 WALNUT STREET, SUITE 200 DES MOINES, IA 50309 P:515-288-4875 C-WD-S

VARIES

21 4

U

LANDSCAPE ARCHITECTURE BALMORI ASSOCIATES 833 WASHINGTON STREET, 2ND FLOOR NEW YORK, NY 10014 P:212-431-8616

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

20 3

141 EAST CITY, IA 52

CIVIL ENGINEER SHIVE HATTERY, INC. 2834 NORTHGATE DRIVE IOWA CITY. IA 52245 P: 319-354-3040

T

SIM

19 2

T.O. PARAPET T.O. PARAPET

Consultants

SIM

5 A350

18 1

141 EAST PARK ROAD, IOWA CITY, IA 52242

U 4 A350

17

W

Owner

EXT-S-M6-S0

EXT-S-M6-S0

R3

PELLI CLARKE PELLI ARCHITECTS 1056 CHAPEL STREET NEW HAVEN, CT 06510 T. 203.777.2515

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING

V

T12

200 5TH AVENUE SE SUITE 201 CEDAR RAPIDS, IA 52401 319-363-6018 PHONE 319-363-7349 FAX www.opnarchitects.com opn@opnarchitects.com

713' -A351 6"

STRUCTURAL STEEL MEMBER W/ SPRAY APPLIED FIREPROOFING W

16

OPN ARCHITECTS

T.O. PARAPET

X

15

A R C H I T E C T S

B10

R3

T.O. PARAPET

14

TF

8' - 0"

14

+/- 14' - 0"

13

9' - 4"

12

2' - 0"

11

8/19/2013 9:16:42 AM

10

PRINTED:

9

8/19/2013 9:16:22 AM

8

LEVEL 3

CONCRETE FOOTING / GRADE BEAM - REFER TO STRUCTURAL DRAWINGS CONCRETE FOOTING / GRADE BEAM - REFER TO STRUCTURAL DRAWINGS

C

CONSTRUCTION DOCUMENTS

B

1 2

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

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

2 3

A

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

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

WALL SECTIONS - AREA B

Project No.

CONSTRUC DOCUMEN

B

Drawing

1

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

2

WALL SEC

Drawing

WALL 1/2" =SEC 1'-0

OPN #10234005

A320

Project No.

A

A


2

CR CONVENTION COMPLEX The 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 center Renovation of the U.S. Cellular Center Arena Renovation 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 SF DoubleTree by Hilton Hotel | 176,000 SF Photos courtesy of Main Street Studio


VIEW FROM FIRST AVE.


UP

UP

ARENA

HOTEL STAGE

LANTERN CONVENTION UP UP

UP

UP DN

FIRST AVENUE FLOOR 01

ADMINISTRATION BACK OF HOUSE (BOH) BOH CORRIDOR BOH STAIR/ELEVATOR HOTEL SERVICES MEETING ROOM/FLEX HALL PUBLIC CIRCULATION RESTROOMS RETAIL/CONCESSIONS TRUCK APRON VERTICAL CIRCULATION


ARENA

FLEX HALL BELOW

HOTEL

LANTERN CONVENTION

DN UP LOBBY BELOW

FIRST AVENUE FLOOR 02

BACK OF HOUSE (BOH) BOH CORRIDOR BOH STAIR/ELEVATOR HOTEL SERVICES MEETING ROOM/FLEX HALL PUBLIC CIRCULATION RESTROOMS RETAIL/CONCESSIONS TRUCK APRON VERTICAL CIRCULATION


LANTERN

CONVENTION CENTER LOBBY


HOTEL LOBBY


RESTAURANT


GUEST ROOM


LOUNGE


ARENA


3

INTERMEC Intermec 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


LOBBY

LOBBY


5"

5"

5"

5"

5" 5" 5"

5" 5"

5" 5"

5 A343 5" 5"

5 A343

10 A341

SPANDREL SPANDREL GLASS PANEL GLASS PANEL 3 5/8" METAL 3 FRAMING 5/8" METAL FRAMING CURTAIN WALL INSULATION CURTAIN WALL INSULATION ALUMINUM COMPOSITE ALUMINUM COMPOSITE BACKPAN ATTACHED TO BACKPAN ATTACHED TO WINDOW FRAME - FINISH WINDOW FRAME - FINISH SYSTEM TOSYSTEM MATCH WINDOW TO MATCH WINDOW SYSTEM SYSTEM ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SYSTEM MULLION SYSTEM MULLION

CEILING ASSEMBLY CEILING ASSEMBLY - REFER TO- REFER TO CEILING PLANS CEILING PLANS

FT WOOD BLOCKING FT WOOD BLOCKING

7'-10"

7'-10"

9'-8 1/4"

4 A343

5"

4 A343

STEEL BEAM - REFER TO- REFER TO STEEL BEAM STRUCTURAL STRUCTURAL

7

ALUMINUM STOREFRONT WINDOW ASSEMBLY

1'-2"

13 PANELS

13 PANELS

28' - 5" T.O. WINDOW 28' - 5" T.O. WINDOW ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SYSTEM HEAD SYSTEM HEAD

ROLLER WINDOW ROLLER WINDOW SHADES W/SHADES W/ FINISHED ENCLOSURE FASCIA FINISHED ENCLOSURE FASCIA

CEILING ASSEMBLY - REFER TO CEILING PLANS 9'-8 1/4"

13 PANELS

13 PANELS

6"

6"

2'-3 3/4"

6" 3 PANELS

2'-3 3/4"

3 PANELS

6"

Sim

2 A319

6

7'-10"

Sim

5

6"

4

7'-10"

P

P

N

N

M

M

L

L

K

J

K

J

H

H

G

F

G

F

E

E

D

3

30' - 9" T.O.S. 30' - 9" T.O.S.

ALUMINUM STOREFRONT ALUMINUM STOREFRONT - ALLOW FOR RECEIVER -RECEIVER ALLOW FOR DEFLECTION DEFLECTION

CEILING ASSEMBLY - REFER TO CEILING PLANS

1'-3 3/8"

1'-3 3/8"

ROLLER WINDOW SHADES W/SHADES W/ ROLLER WINDOW FINISHED ENCLOSURE FASCIA FINISHED ENCLOSURE FASCIA

1'-7 3/4"

CEILING ASSEMBLY - REFER TO- REFER TO CEILING ASSEMBLY CEILING PLANS CEILING PLANS

8

ALUMINUM STOREFRONT ALUMINUM STOREFRONT WINDOW ASSEMBLY WINDOW ASSEMBLY

8

ALUMINUM STOREFRONT WINDOW ASSEMBLY

1'-7 5/8"

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET FRAMING &SYSTEM BROKEN&BRACKET FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING

25' - 2" T.O. WINDOW 25' - 2" T.O. WINDOW

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

2'-9 1/8"

1

2

10 A341

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

2'-9 1/8" ALUMINUM CURTAIN WALL SYSTEM MULLION

D

1

25' - 4" T.O. WINDOW

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

CEILING ASSEMBLY - REFER TO CEILING PLANS

1'-7 5/8"

TERRA COTTA TERRA SUNSCREEN COTTA SUNSCREEN

ALUMINUM STOREFRONT MULLION

ALUMINUM CURTAIN WALL SYSTEM MULLION

C

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

ALUMINUM STOREFRONT SILL

CQ

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

CEILING ASSEMBLY - REFER TO CEILING PLANS

B

ALUMINUM CURTAIN WALL SYSTEM HEAD

8

ALUMINUM STOREFRONT SILL

17' - 6" T.O. SILL

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

SPANDREL GLASS PANEL

SPANDREL GLASS PANEL

CURTAIN WALL INSULATION

CURTAIN WALL INSULATION

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

ALUMINUM COMPOSITE BACKPAN ATTACHED TO WINDOW FRAME - FINISH SYSTEM TO MATCH WINDOW SYSTEM

ALUMINUM COMPOSITE BACKPAN ATTACHED TO WINDOW FRAME - FINISH SYSTEM TO MATCH WINDOW SYSTEM

10

1 A342

ALUMINUM CURTAIN WALL SYSTEM MULLION

APPLY SPRAY APPLIED FIREPROOFING TO UNDERSIDE OF COMPOSITE DECK

2'-0"

2'-0"

1'-2"

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

ALUMINUM STOREFRONT SILL

CEILING ASSEMBLY - REFER TO CEILING PLANS

6'-0"

3 PANELS

3 PANELS

4 A344

Sim

5 5/8"

1'-2"

1'-2"

EIFS SOFFITEIFS SOFFIT 4" EIFS 4" EIFS EIFS AIR / MOISTURE EIFS AIR / BARRIER MOISTURE BARRIER 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING

0"

Sim

4 A341

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

Sim

0"

1st FLOOR 1st FLOOR

FACE BRICK -1' - 11 1/2" B.O. PRECAST SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

18

SLAB ASSEMBLY ON GRADE ASSEMBLY SLAB ON GRADE REINFORCED SLAB REINFORCED CONCRETECONCRETE SLAB VAPOR RETARDER VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL COMPACTED FILL

-4' - 0" BRICK LEDGE

-4' - 0" BRICK LEDGE

1"

8 A343

7 A343

Sim

Sim

7 A343

19

19

7 A343

REINFORCED REINFORCED CONCRETECONCRETE FOUNDATION FOUNDATION - REFER TO- REFER TO STRUCTURAL STRUCTURAL

SEE STRUCTURAL

SEE STRUCTURAL

1"

-4' - 8" BRICK -4'LEDGE - 8" BRICK LEDGE 1/2"

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

SEE STRUCTURAL

COLUMN BEYOND COLUMN BEYOND

2

BRICK VENEER ONVENEER FOUNDATION BRICK ON FOUNDATION FACE BRICKFACE - MODULAR BRICK - MODULAR AIR SPACE AIR SPACE 3" RIGID INSULATION 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE CAST IN PLACE CONCRETE FOUNDATION CAST IN PLACE CONCRETE FOUNDATION 2" RIGID INSULATION 2" RIGID INSULATION

1"

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

SEE STRUCTURAL

Sim

17

1"

SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

SEE STRUCTURAL

SEE STRUCTURAL

Sim

4 A341

0" FIRST FLOOR

19

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

REINFORCED CONCRETE FOUNDATION - REFER TO STRUCTURAL

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP. 12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

-4' - 0" BRICK LEDGE

SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

4 A344 10' - 0" B.O. 10' EIFS - 0" B.O. EIFS

ALUMINUM STOREFRONT ALUMINUM STOREFRONT WINDOW ASSEMBLY WINDOW ASSEMBLY

16

-4' - 0" BRICK LEDGE

Sim

Sim

ALUMINUM STOREFRONT SILL ALUMINUM STOREFRONT SILL

18

7 A343

17

Sim

7 A343

16

1"

ALUMINUM STOREFRONT SILL

0" FIRST FLOOR 17 COURSES BRICK VENEER ON FOUNDATION FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE CAST IN PLACE CONCRETE FOUNDATION 2" RIGID INSULATION

18

7 A343

EIFS SOFFIT 4" EIFS EIFS AIR / MOISTURE BARRIER 5/8" GLASS MAT GYPSUM SHEATHING

BRICK VENEER ON FOUNDATION BRICK VENEER ON FOUNDATION FACE BRICK - MODULAR FACE BRICK - MODULAR AIR SPACE AIR SPACE 3" RIGID INSULATION 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE CAST IN PLACE CONCRETE FOUNDATIONCAST IN PLACE CONCRETE FOUNDATION Sim 2" RIGID INSULATION 2" RIGID INSULATION 7 1" A343

1" -4' - 0" BRICK LEDGE

-4' - 0" BRICK LEDGE

1st FLOOR

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

EIFS SOFFIT 4" EIFS EIFS AIR / MOISTURE BARRIER 5/8" GLASS MAT GYPSUM SHEATHING

SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

ALUMINUM STOREFRONT SILL

0"

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

1'-7 3/4"

8 A341

17

SLAB ON GRADE ASSEMBLY REINFORCED CONCRETE SLAB VAPOR RETARDER 2" RIGID INSULATION (MIN. 24" HORIZ.) COMPACTED FILL

ROLLER WINDOW ROLLER WINDOW SHADES W/SHADES W/ FINISHED ENCLOSURE FASCIA FINISHED ENCLOSURE FASCIA

4 A341

6 A342

0"

1st FLOOR

ALUMINUM STOREFRONT ALUMINUM STOREFRONT - ALLOW FOR RECEIVER -RECEIVER ALLOW FOR 5 5/8" DEFLECTION DEFLECTION

ALUMINUM STOREFRONT MULLION

1' - 1 1/4" T.O. SILL 6 A342

2 A342

0"

1st FLOOR

BRICK VENEER ON FOUNDATION BRICK VENEER ON FOUNDATION FACE BRICK - MODULAR FACE BRICK - MODULAR AIR SPACE AIR SPACE 3" RIGID INSULATION 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE CAST IN PLACE CONCRETE FOUNDATIONCAST IN PLACE CONCRETE FOUNDATION 2" RIGID INSULATION 2" RIGID INSULATION

10 A341

CEILING ASSEMBLY - REFER TO CEILING PLANS

ALUMINUM STOREFRONT WINDOW ASSEMBLY

1'-2"

ALUMINUM STOREFRONT WINDOW ASSEMBLY

16

2 A342

0"

Sim

10' - 0" T.O. WINDOW 10' - 0" T.O. WINDOW

CEILING ASSEMBLY - REFER TO- REFER TO CEILING ASSEMBLY CEILING PLANS CEILING PLANS

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET & FRAMING SYSTEM BROKEN BRACKET & FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB 1' - 1 1/4" T.O. SILL

10 A341

2 A319

15

BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB

15

6'-0"

Sim

2 A319

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET FRAMING &SYSTEM BROKEN&BRACKET FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB

14

14

3 A341

Sim

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

15

BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB

Sim 5' - 10" T.O. BRICK

6 A341 10' - 0" T.O. WINDOW

14

ALUMINUM STOREFRONT SILL

6' - 0" T.O. SILL 3 A341

Sim

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA 6' - 0" T.O. SILL 5' - 10" T.O. BRICK

2 A341

10' - 0" T.O. WINDOW

2'-0"

2'-0"

7"

ALUMINUM STOREFRONT WINDOW ASSEMBLY

6 A343

STEEL BEAM - REFER TO- REFER TO STEEL BEAM STRUCTURAL STRUCTURAL

13

ALUMINUM STOREFRONT WINDOW ASSEMBLY

Sim

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

13

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR 7" 1'-2" DEFLECTION

2 A341

13

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

Sim

2 A341

6 A343

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET FRAMING &SYSTEM BROKEN&BRACKET FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

15' - 6"

2nd FLOOR 2nd FLOOR

STEEL BEAM STEEL BEAM - REFER TO- REFER TO STRUCTURAL STRUCTURAL

STEEL BEAM WITH SPRAY APPLIED FIREPROOFING REFER TO STRUCTURAL

6"

15' - 6"

2nd FLOOR 2nd FLOOR

SLIP CONNECTOR SLIP CONNECTOR - REFER TO- REFER TO STRUCTURAL STRUCTURAL

PRECAST REVEAL JOINT

BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB

15' - 6"

15' - 6"

APPLY SPRAY APPLIED FIREPROOFING TO UNDERSIDE OF COMPOSITE DECK

12

ALUMINUM CURTAIN WALL SYSTEM MULLION

SLAB ASSEMBLY SLAB ASSEMBLY SLAB CONCRETECONCRETE SLAB METAL DECK METAL DECK

2nd FLOOR SLAB ASSEMBLY CONCRETE SLAB METAL DECK

STEEL BEAM WITH SPRAY APPLIED FIREPROOFING REFER TO STRUCTURAL

1'-4 1/4"

ALUMINUM CURTAIN ALUMINUM WALL CURTAIN WALL SYSTEM SILL SYSTEM SILL

15' - 6"

SLIP CONNECTOR - REFER TO STRUCTURAL

1"

1" BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB 8' - 0" T.O. WINDOW

FIRESTOPPING

2nd FLOOR

10' - 0" T.O. BRICK

BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB 8' - 0" T.O. WINDOW

1'-4 1/4" 17' - 6" T.O. SILL 17' - 6" T.O. SILL

FIRESTOPPING

12

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

15' - 6"

INSULATED PRECAST 12" INSULATED PRECAST PANEL 3 5/8" METAL FRAMING 5/8" TYPE "X" GWB REFER TO STRUCTURAL

12

10' - 0" T.O. BRICK

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA

SLAB ASSEMBLY CONCRETE SLAB METAL DECK

11

1 A342

3 A345 STEEL BEAM - REFER TO STRUCTURAL

8 PANELS

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

3 A345

ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL SYSTEM SYSTEM

11 A341

11

STEEL BEAM - REFER TO STRUCTURAL

11 A341

10

PRECAST REVEAL JOINT

11

REFER TO STRUCTURAL STEEL BEAM - REFER TO STRUCTURAL

PRECAST REVEAL JOINT

10

REFER TO STRUCTURAL STEEL BEAM - REFER TO STRUCTURAL

17' - 4" T.O. BRICK 33 COURSES

Sim

8 PANELS

2nd FLOOR

11 PANELS

Sim

17' - 6" T.O. SILL

11 PANELS

15' - 6"

2nd FLOOR

ALUMINUM STOREFRONT SILL ALUMINUM STOREFRONT SILL

17' - 6" T.O. SILL

1/8"

2nd FLOOR

7 A341

ALUMINUM STOREFRONT SILL

3/4"

15' - 6"

ALUMINUM STOREFRONT SILL

3 A341

9

ALUMINUM CURTAIN WALL SYSTEM MULLION

ALUMINUM CURTAIN WALL SYSTEM MULLION

9

2nd FLOOR

SLAB ASSEMBLY CONCRETE SLAB METAL DECK

SLAB ASSEMBLY CONCRETE SLAB METAL DECK

9

ULATED PRECAST WITH 3 5/8" FRAMING INSULATED PRECAST WITH 3 5/8" FRAMING 12" INSULATED PRECAST PANEL 12" INSULATED PRECAST PANEL 3 5/8" METAL FRAMING 3 5/8" METAL FRAMING 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB 15' - 6" 15' - 6"

2'-0"

7 A341 2'-0"

7 A341

Sim

2'-0"

Sim

2'-0"

17' - 6" T.O. SILL

25' - 4" T.O. WINDOW

ALUMINUM CURTAIN WALL SYSTEM HEAD

SLAB ASSEMBLY CONCRETE SLAB METAL DECK

SLAB ASSEMBLY CONCRETE SLAB METAL DECK

BP

1'-7 3/4"

A

ALUMINUM-FRAMED STOREFRONT

1'-7 3/4"

AN

ALUMINUM-FRAMED STOREFRONT

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

6 A341

2 A341

7

ALUMINUM STOREFRONT MULLION

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

2 A319

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

6"

6

ALUMINUM STOREFRONT MULLION

25' - 6" B.O. PRECAST

7

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA CEILING ASSEMBLY - REFER TO CEILING PLANS

25' - 6" B.O. PRECAST

1 Sim

34' - 0" T.O. PARAPET 34' - 0" T.O. PARAPET

TERRACOTTA AT PARAPET TERRACOTTA AT PARAPET TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET FRAMING &SYSTEM BROKEN&BRACKET FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 2" RIGID INSULATION 2" RIGID INSULATION 1/2" FIRE TREATED 1/2" FIREPLYWOOD TREATED PLYWOOD FULLY ADHERED FULLYROOFING ADHEREDMEMBRANE ROOFING MEMBRANE

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN&BRACKET FRAMING SYSTEM BROKEN BRACKET FRAMING &SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

6

ROLLER WINDOW SHADES W/ FINISHED ENCLOSURE FASCIA CEILING ASSEMBLY - REFER TO CEILING PLANS

M

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

TYP. REFER TO STRUCTURAL STEEL BEAM - REFER TO STRUCTURAL

BRICK VENEER ON 6" FRAMING FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" TYPE "X" GWB

5

25' - 4" T.O. WINDOW

ALUMINUM STOREFRONT RECEIVER - ALLOW FOR DEFLECTION

1'-7 5/8"

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

5

25' - 4" T.O. WINDOW

6 A341

L

6 A341

ROOF ASSEMBLY ROOF ASSEMBLY FULLY ADHERED FULLYROOFING ADHEREDMEMBRANE ROOFING MEMBRANE 4" POLY ISO4"INSULATION POLY ISO INSULATION METAL ROOF DECKROOF DECK METAL SLOPED STEEL STRUCTURE SLOPED STEEL STRUCTURE Sim 9 9 A341 A341

SLIP CONNECTOR SLIP CONNECTOR - REFER TO- REFER TO STRUCTURAL STRUCTURAL STEEL BEAM STEEL BEAM - REFER TO- REFER TO STRUCTURAL STRUCTURAL

3 A311

STEEL BEAM - REFER TO STRUCTURAL

27' - 6"

TERRACOTTA ON 6" FRAMING TERRACOTTA ON 6" FRAMING TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN BRACKET & FRAMING SYSTEM BROKEN BRACKET & FRAMING SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING W/ BATT INSULATION 6" METAL FRAMING W/ BATT INSULATION 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB

Sim

K

Sim

27' - 6"

J

STEEL BEAM - REFER TO STRUCTURAL 12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

REFER TO STRUCTURAL SLIP CONNECTOR - REFER TO STRUCTURAL

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

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

Sim

4

STEEL BEAM - REFER TO STRUCTURAL 12" INSULATED ARCHITECTURAL PRECAST PANEL - PAINT

3 A311

5 A342

3

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

Sim

H

2 INSULATED PRECAST AT PARAPET 12" INSULATED PRECAST PANEL 2" RIGID INSULATION 1/2" FIRE TREATED PLYWOOD FULLY ADHERED ROOFING MEMBRANE

4

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

3 A311

5 A342

9 1'-7 5/8" A341

TERRACOTTA AT PARAPET TERRACOTTA AT PARAPET TERRACOTTA PANEL ASSEMBLY TERRACOTTA PANEL ASSEMBLY AIR SPACE AIR SPACE 3" RIGID INSULATION & THERMALLY 3" RIGID INSULATION & THERMALLY BROKEN&BRACKET FRAMING SYSTEM BROKEN BRACKET FRAMING &SYSTEM AIR AND WATER BARRIER MEMBRANE AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 6" METAL FRAMING 5/8" GLASS MAT GYPSUM SHEATHING 5/8" GLASS MAT GYPSUM SHEATHING 2" RIGID INSULATION 2" RIGID INSULATION 1/2" FIREPLYWOOD TREATED PLYWOOD 1/2" FIRE TREATED FULLYROOFING ADHEREDMEMBRANE ROOFING MEMBRANE FULLY ADHERED

32' - 4" T.O. PRECAST

3

Sim

3 A311

1

34' - 0" T.O. PARAPET 34' - 0" T.O. PARAPET

1'-10"

32' - 6" T.O. PARAPET

1'-9"

BRICK VENEER AT PARAPET FACE BRICK - MODULAR AIR SPACE 3" RIGID INSULATION AIR AND WATER BARRIER MEMBRANE 5/8" GLASS MAT GYPSUM SHEATHING 6" METAL FRAMING 5/8" GLASS MAT GYPSUM SHEATHING 2" RIGID INSULATION 1/2" FIRE TREATED PLYWOOD FULLY ADHERED ROOFING MEMBRANE 30' - 4 1/2" T.O.S.

9 A341

5 A341

32' - 2 7/8" T.O. BRICK 31 COURSES

2

Sim

3 A311

G

1 A341

32' - 6" T.O. PARAPET

REFER TO STRUCTURAL

REFER TO STRUCTURAL

F

1'-10"

1

ROOF ASSEMBLY ROOF ASSEMBLY FULLYROOFING ADHEREDMEMBRANE ROOFING MEMBRANE FULLY ADHERED POLY ISO INSULATION 4" POLY ISO4"INSULATION METAL METAL ROOF DECKROOF DECK SLOPED STEEL STRUCTURE SLOPED STEEL STRUCTURE

1

ROOF ASSEMBLY FULLY ADHERED ROOFING MEMBRANE 4" POLY ISO INSULATION METAL ROOF DECK SLOPED STEEL STRUCTURE

A

1

Sim

E

D

Q

C

1

5 A341

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

DASHED LINE INDICATES WEEP OPENING TO DRAIN CAVITY AT VERTICAL PANEL JOINTS, TYP.

P

ROOF ASSEMBLY FULLY ADHERED ROOFING MEMBRANE 4" POLY ISO INSULATION METAL ROOF DECK SLOPED STEEL STRUCTURE

INSULATED PRECAST AT PARAPET INSULATED PRECAST AT PARAPET 12" INSULATED PRECAST PANEL 12" INSULATED PRECAST PANEL 2" RIGID INSULATION 2" RIGID INSULATION 1/2" FIRE TREATED PLYWOOD 1/2" FIRE TREATED PLYWOOD FULLY ADHERED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE Sim

B

N

T.O. PARAPET

5

Q

32' - 6"

T.O. PARAPET

P

32' - 6"

A

M

N

5 ROOF ASSEMBLY ROOF ASSEMBLY FULLY ADHERED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE 4" POLY ISO INSULATION 4" POLY ISO INSULATION METAL METAL ROOF DECK Sim ROOF DECK1'-10" SLOPED SLOPED STEEL STRUCTURE 5 STEEL STRUCTURE A341

1'-10"

5 A341

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

L

K

M

J

L

K

H

J

Sim

5 A341

G

F

5

INSULATED PRECAST AT PARAPET INSULATED PRECAST AT PARAPET 12" INSULATED PRECAST PANEL 12" INSULATED PRECAST PANEL 2" RIGID INSULATION 2" RIGID INSULATION 1/2" FIRE TREATED PLYWOOD 1/2" FIRE TREATED PLYWOOD FULLY ADHERED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE

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

H

T.O. PARAPET

E

32' - 6"

T.O. PARAPET

G

32' - 6"

F

D

E

C

D

B

C

A

B

A

5

ROOF ASSEMBLY ROOF ASSEMBLY FULLY ADHERED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE 4" POLY ISO INSULATION 4" POLY ISO INSULATION METAL ROOF DECK METAL ROOF DECK SLOPED STEEL STRUCTURE SLOPED 1'-10" STEEL STRUCTURE

SEE STRUCTURAL SEE STRUCTURAL

20

20

20

NOTE: REFER TO EXTERIOR ELEVATIONS FOR LOCATIONS OF REVEAL JOINTS

2

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

NORTH BRICK 3/4" = 1'-0"

1

2

A

B

A R C H I T E C T S

OPN ARCHITECTS, INC.

200 5THRAPIDS AVENUE- SE SUITE 201 CEDAR DES MOINES CEDAR RAPIDS, IA 52401 319-363-6018 PHONE 319-363-7349 FAX www.opnarchitects.com OPN ARCHITECTS, INC. opn@opnarchitects.com 200 5TH AVENUE SE SUITE 201 CEDAR RAPIDS, IA 52401 319-363-6018 PHONE

319-363-7349 FAX All reports, plans, specifications, computer f field data, notes and other documents and www.opnarchitects.com instruments prepared by OPN Architects, In opn@opnarchitects.com as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. All reports, plans, specifications, computer f field data, notes and other documents and © 2011 OPN Architects, Inc. instruments prepared by OPN Architects, In as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, Owner statutory and other reserved rights, including

the copyright thereto. INTERMEC © 2011 OPN Architects, Inc. 550 SECOND STREET SE CEDAR RAPIDS, IOWA 52401

Owner

INTERMEC 550 SECOND STREET SE CEDAR RAPIDS, IOWA 52401

Project

INTERMEC 601 3RD ST SE

Project

INTERMEC 601 3RD ST SE

Consultants

01-23-2012

CIVIL ENGINEER SCHNOOR - BONIFAZI ENGINEERING & SURVEYING, LC 2750 1ST AVE NE, SUITE 110 Consultants CEDAR RAPIDS, IOWA 52402 CIVIL ENGINEER P. 319-298-8888 SCHNOOR - BONIFAZI STRUCTURAL ENGINEER ENGINEERING & SURVEYING, LC M2B STRUCTURAL ENGINEERS, LLP 2750 1ST AVE NE, SUITE 110 422 2ND AVE SE, SUITE B CEDAR RAPIDS, IOWA 52402 CEDAR RAPIDS, IOWA 52401 P. 319-298-8888 P. 319-364-0666 STRUCTURAL ENGINEER M2B STRUCTURALENGINEER ENGINEERS, LLP MECHANICAL 422 2ND AVE SE, SUITE B KJWW ENGINEERING CONSULTANTS CEDAR 623 26THRAPIDS, AVE IOWA 52401 P. 319-364-0666 ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673 MECHANICAL ENGINEER KJWW ENGINEERING CONSULTANTS ELECTRICAL ENGINEER 623 26TH AVE KJWW ENGINEERING CONSULTANTS ROCK ISLAND, 623 26TH AVE ILLINOIS 61201 P. 309-788-0673 ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673 ELECTRICAL ENGINEER KJWW ENGINEERING CONSULTANTS AVE ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673

Key Plan 623 26TH

Key Plan

Sheet Issue Date

08-12-2011 01-23-2012 10-14-2011

100% CD'S

SD PRICING 100% CD'S DD PRICING

12-02-2011

Previous Issue Dates Sheet Issue Date

10-14-2011

12-23-2011 08-12-2011

12-02-2011

95% CD'S SD PRICING

12-23-2011

DD PRICING

75% CD'S

75% CD'S Previous Issue Dates

Revision Dates 95% CD'S

A R C H I T E C T

CEDAR RAPIDS - DES MOINES

Revision Dates

OPN ARCHITECTS, INC.

200 5TH AVENUE SE SUITE 201

CONSTRUCTION DOCUMENTS

319-363-7349 FAX www.opnarchitects.com opn@opnarchitects.com

Drawing

WALL RAPIDS, IA 52401 CEDARSECTIONS CONSTRUCTION 319-363-6018 PHONE DOCUMENTS

Drawing

A312

OPN Project No. 11203000 WALL SECTIONS

A312

© 2011 OPN Architects, Inc.

Owner

All reports, plans, specifications, computer field data, notes and other documents and instruments prepared by OPN Architects, I as instruments of service shall remain the property of OPN Architects, Inc. OPN OPN Project No. 11203000 Architects, Inc. shall retain all common law statutory and other reserved rights, includin the copyright thereto.

INTERMEC 550 SECOND STREET SE CEDAR RAPIDS, IOWA 52401

Project

INTERMEC 601 3RD ST SE

Consultants

CIVIL ENGINEER SCHNOOR - BONIFAZI ENGINEERING & SURVEYING, LC 2750 1ST AVE NE, SUITE 110 CEDAR RAPIDS, IOWA 52402 P. 319-298-8888 STRUCTURAL ENGINEER M2B STRUCTURAL ENGINEERS, LLP 422 2ND AVE SE, SUITE B CEDAR RAPIDS, IOWA 52401 P. 319-364-0666

MECHANICAL ENGINEER KJWW ENGINEERING CONSULTANTS 623 26TH AVE ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673

ELECTRICAL ENGINEER KJWW ENGINEERING CONSULTANTS 623 26TH AVE ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673

Key Plan

Sheet Issue Date

08-12-2011

10-14-2011

01-23-2012

12-02-2011

100% CD'S

12-23-2011

Previous Issue Dates

75% CD'S

SD PRICING

95% CD'S

DD PRICING

A R C H I T E C T

CEDAR RAPIDS - DES MOINES Revision Dates

OPN ARCHITECTS, INC.

200 5TH AVENUE SE SUITE 201 CEDAR RAPIDS, IA 52401 319-363-6018 PHONE 319-363-7349 FAX www.opnarchitects.com opn@opnarchitects.com

A

21

TYPICAL PRECAST REVEAL DETAIL EAST TERRACOTTA EAST TERRACOTTA 1 6" = 1'-0" 1 3/4" = 1'-0" 3/4" = 1'-0"

3

21

21

A R C H I T E C T

field data, notes and other documents and instruments prepared by OPN Architects, I as instruments of service shall remain the Drawing property of OPN Architects, Inc. OPN Architects,SECTIONS Inc. shall retain all common law WALL statutory and other reserved rights, includin the copyright thereto.

CONSTRUCTION DOCUMENTS All reports, plans, specifications, computer

© 2011 OPN Architects, Inc.

CEDAR RAPIDS - DES MOINES

A311

OPN ARCHITECTS, INC.

OPN Project No. 11203000 Owner

INTERMEC 200 5TH AVENUE SE SUITE 201 CEDAR RAPIDS, 550 SECOND STREETIASE52401 319-363-6018 PHONE CEDAR RAPIDS, IOWA 52401 319-363-7349 FAX www.opnarchitects.com opn@opnarchitects.com

All reports, plans, specifications, computer field data, notes and other documents and instruments prepared by OPN Architects, I as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law statutory and other reserved rights, includin the copyright thereto. Project © 2011 OPN Architects, Inc.

INTERMEC ST SE

601 3RD Owner

INTERMEC 550 SECOND STREET SE CEDAR RAPIDS, IOWA 52401

Project

INTERMEC 601 3RD ST SE

Consultants

CIVIL ENGINEER SCHNOOR - BONIFAZI ENGINEERING & SURVEYING, LC 2750 1ST AVE NE, SUITE 110 CEDAR RAPIDS, IOWA 52402 P. 319-298-8888 STRUCTURAL ENGINEER M2B STRUCTURAL ENGINEERS, LLP 422 2ND AVE SE, SUITE B CEDAR RAPIDS, IOWA 52401 P. 319-364-0666

MECHANICAL ENGINEER KJWW ENGINEERING CONSULTANTS 623 26TH AVE ROCK ISLAND, ILLINOIS 61201 Consultants P. 309-788-0673 CIVIL ENGINEER ELECTRICAL ENGINEER SCHNOOR - BONIFAZI KJWW ENGINEERING CONSULTANTS ENGINEERING & SURVEYING, LC 623 26TH 2750 1ST AVE NE, SUITE 110 ROCK ISLAND, 61201 CEDAR RAPIDS,ILLINOIS IOWA 52402 P. 309-788-0673 319-298-8888 STRUCTURAL ENGINEER M2B STRUCTURAL ENGINEERS, LLP 422 2ND AVE SE, SUITE B CEDAR RAPIDS, IOWA 52401 P. 319-364-0666

Key Plan

MECHANICAL ENGINEER KJWW ENGINEERING CONSULTANTS 623 26TH AVE ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673

10-14-2011

12-02-2011

12-23-2011

ELECTRICAL ENGINEER Sheet Issue Date KJWW ENGINEERING CONSULTANTS 100% CD'S AVE 01-23-2012 623 26TH ROCK ISLAND, ILLINOIS 61201 P. 309-788-0673

08-12-2011

Previous Issue Dates

SD PRICING

01-23-2012

12-23-2011

08-12-2011

DD PRICING

75% CD'S

95% CD'S

Key Plan

100% CD'S

Revision Dates

Sheet Issue Date

Previous Issue Dates

SD PRICING

95% CD'S

DD PRICING 10-14-2011 CONSTRUCTION 75% CD'S 12-02-2011 DOCUMENTS

Drawing

WALL SECTIONS

Revision Dates

A314

OPN Project No. 11203000

CONSTRUCTION DOCUMENTS

Drawing

WALL SECTIONS

OPN Project No. 11203000

B

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

A

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

B

2

A

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

B

1

A

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

B

1


4

CR PARK Constructed 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


1 WALL SECTION

1/2" - 1'-0"

2 8'-4"

VARIES

8'-4"

1'-1 1/2"

6"

1'-1 1/2"

2'-6 1/2"

3'-2"

2'-6 1/2"

3'-8"

3'-8"

3'-8"

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

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

2'-4"

2'-2"

3'-6"

2'-4"

2'-2"

2'-4"

2'-2"

3'-6"

3'-6"

9 1/4"

3'-6"

3'-6"

3'-6"

61'-4"

61'-4"

8'-3 1/2"

61'-4"

61'-4"

1'-1 1/4"

3'-6"

43'-0"

3'-6"

43'-0"

3'-6"

43'-0"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

2'-4"

2'-2"

3'-6"

2'-4"

2'-2"

2'-4"

2'-2"

2'-8"

2'-8"

2'-8"

2'-1" 2'-1" 2'-1"

2"

2"

NE VIEW 2"

2"

SW VIEW 2"

NW VIEW

STRUCTURAL BAY ELEVATION

2 WALL SE 1/2" - 1'-0"

A3

A3


5

RED BARN VIDEO LOUNGE This 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 studentstaffed 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


6

URBAN AGRICULTURE Strategic 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, NCARB

adamkcramm@gmail.com 402.679.2151

Adam K Cramm Portfolio  

A collection of work at OPN Architects and as a graduate student at the University of Nebraska-Lincoln ranging in size, scale and complexity...