Selected Works Portfolio by Christopher Rokahr

CHRISTOPHER C ROKAHR

SELECTED WORKS PORTFOILO

CHRISTOPHER C ROKAHR

SELECTED WORKS PORTFOILO

CHRISTOPHER C ROKAHR (605) 929 2620 rokahr@gmail.com PROFESSIONAL WORK

DESIGN OBJECTS

BIVI RESEARCH LABORATORIES type : laboratory

CANTILEVER DESK type : personal desk

SUSTAINABLE MARKETING type : marketing

SNOW FENCE TABLES type : reclaimed wood tables

SCIOTO COLUMBUS type : mixed use masterplan

BEAM BENCH type : bench

THE FRANK type : historic rennovation

CANNED ART type : art installation

CITYWAY URBAN INVILL type : mixed use infill

PLATTE 15 type : office | mixed use

ACADEMIC WORK

TESLA SUPERIOR type : automotive sales & service

PRIVATIZED URBAN INTRASTRUCTURES type : sustainable data center

FLATIRONS PARK type : masterplanning

MODERN VERNACULARS type : varies

UNIVERSITY OF IOWA - COLLEGE OF NURSING type : higher education

DOUGLAS COUNTY LIBRARIES type : civic

table of contents | 03

BIVI LABORATORIES

The main concept of the design revolved around placing a large cantilevering glass bar on top of a grounded plinth. As a sub theme, the design utilizes interjecting yellow cubes to sub-divide office functions.

location : Ames, IA type : laboratory size : 53,000 sq ft budget : $20 million DN

firm : opn architects One of three members on the design & delivery team. Lead design & development of all interior architectural content. Played a primary role in the coordination and specification of interior architectural elements.

second floor

first floor

roles fulfilled: lead designer of all interior elements schematic design iteration design development component design & detailing lighting design & coordination mechanical coordination electric coordination construction documentation detail design graphic design material research & specification 3D visualizations manage Revit content & libraries

professional work | 5

B.8

6" METAL STUD WALL EXTERIOR CURTAIN WALL FT WOOD BLOCKING

PT BREAK METAL FASCIA PLATE 6" MTL STD WALL

5/8" GWB 5/8" PLYWOOD SHEATHING

5/8" GWB 5/8" GWB 1 1/2" METAL CHANNEL

METAL LIGHTING COVE INT-1

FT WOOD B NOTCH GLASS INTO SILLMETAL C 1 1/2"

RECESSED 1" PLYWOOD ROLLER SHADE 5/8" FRAMELESS GLASS 1

M 6" METAL STUD WALL

ATTACH TO

1 1

5/8" GWB

SECTION DETAIL - INTERLAM HEAD CONDITION 1 1/2" = 1'-0"

EXTERIOR CURTAIN WALL SECTION

DETAIL - BREAK ROOM TO LOBBY HEAD CONDITION 1 1/2" = 1'-0" 3' - 2 3/8"

WOOD

SILICONE JOINT

4'X4' ACT FT WOOD BLOCKING

Z CLIP

ABUT GLASS TO FACE OF HSS

6 5/8"

COVE LIGHT SEE ELEC.

COLUMN SEE STRUC. SS SILL BELOW

3 5/8" METAL CHANNEL

5/8" FRAMELES

5/8" FRAMELESS GLASS

SECTION D 2 1 1/2" = 1'DETAIL - CAFE GLASS W 1 1/2" = 1'-0"

5/8" FRAMEL INT-1 Z CLIP

5/8" PLYWOOD SHEATHING

1/2" ALUM REVEAL

FT WOOD BLOCKING

3/4" SOLID SURFACE

1/2" GLASS PANEL SILICONE GLAZE ALL SIDES 4 5

2' - 4"

9" FRAMELESS GLASS

ACT-1

ALIGN FACE O TO FAC

3 5/8" METAL STUD WALL

FT WOOD BLOCKING

8 1 3/8"

9 1/2" METAL CHANNEL

1 1/2" METAL 11 HEAD CHANNEL

FT WOOD BLOCKING 3/4" 3/4"

4 4' - 2"

SECTION DETAIL - MEDIUM CONFERENCE ROOM REAR HEAD DETAIL 1 1/2" = 1'-0" 6 7 8 9

2 H

B.8

5/8" 3 GWB 11

ALUM REVEAL

3/4"

6" METAL CHANNEL METAL STUD CHANNEL

1" PLYWOOD

5/8" GWB

1/2" FRAMELESS GLASS

3" 7/8"

FT WOOD BLOCKING

3' - 2 3/8"

1' - 0"

SECTION DETAIL - M 1 1/2" = 1'-0"

SECTION DETAIL - M 5" 1 1/2" = 1'-0"

5 1/8"

1' - 3

1 SECTION DETAIL - MEDIUM CONFERENCE HEAD DETAIL TYP. 15/8" 1/2" = 1'-0" FRAMELESS GLASS

DETAIL - LOBBY CONF. RM 1 1 1/2" = 1'-0" 5/8"GWB METAL TRIM

5/8" RECESSED TACKABLE SURFACE

SECTION DETAIL - MEDIUM CONFERENCE ROOM REAR HEAD DETAIL 1 1/2" = 1'-0"

CARPET 1/2" METAL CHANNEL ALIGN FACE OF CHANNEL TO FACE OF BEAM

FIRST FLOOR

ALUM REGLET

1' - 3

METAL CHANNEL BELOW

PT STEEL TYP.

GWB SILL BEYOND

5/8" GWB

2' - 4"

MEDIUM CONFERENCE HEAD DETAIL TYP.

CARPET

3" 7/8"

ACT-1

GLASS TO ALIGN W/ FACE OF HSS 5/8" FRAMELESS GLASS

1 PLANGLASS DETAIL - BURIED COLUMN TYPICAL 5/8" FRAMELESS 11 TO ALIGN WITH FACE OF CHANNEL GLASS 1 1/2" = 1'-0" ALIGN 5/8" FRAMELESS GLASS TO FACE OF BEAM FACE OF HSS COLUMN

3 5/8" METAL STUD WALL

FT WOOD BLOCKING B

5 1/2"

SECTION DETAIL - INTERLAM AT FLOOR CONDITION 1 1/2" = 1'-0"

MTL STD WALL

1 1/2" = 1'-0"

6" GWB SILL BENEATH

GWB ALIGN5/8" STUD TO HSS ALIGN TO FACE OF HSS COLUMN

ALUM REGLET

2' - 4"

CARPET FLOOR FINISH

1 1/2" METAL CHANNEL BRACE 5/8" GWB ATTACH TO STRUC. SEE STRUC. 5/8" FRAMELESS GLASS F SECTION DETAIL

SECTION DETAIL - TYPIC 1 1/2" = 1'-0"

HSS BENEATH

1' - 0"

ALIGN TO HSS ABUTT SS STUD SILL TO 1 5/8" FRAMELESS GLASS FACE OF GLASS METAL STUD FT WOOD BLOCKING

Z CLIP

5 1/2"

A DETAIL -CONFERENCE LOBBY BASE CONDITION TYP. SECTION SECTION DETAIL - MEDIUM ROOM REAR HEAD DETAIL 12 1 1/2" = 1'-0" 1 1/2" = 1'-0"

5/8" GWB 3 1/2" 5/8" METAL CHANNEL 5/8" GWB

5 1/2"

4 7/8"

WHITE CAULK

5/8" PLYWOOD SHEATHING

EXTERIOR CURTAIN WALL

FT WOOD BLOCKING 3 5/8" METAL STUD ACT-1 WALL

1 1/2" METAL CHANNEL ATTACH TO STRUC.

5 1/8"

INT-1

5/8" GWB WOOD FURING FT WOOD BLOCKING B.8 5

EXTERIOR CURTAIN WALL 5/8" GWB

F 3/4"

FT WOOD BLOCKING 5/8" GWB E RECESSED ROLLER SHADE

LWSC

3' - 2 3/8"

RECESSED 5/8" GWB ROLLER SHADE

GWB TO LOBBY CONDITION SECTION DETAIL - CAFE5/8" FLOOR 1 1/2" = 1'-0" WOOD FURING CURTAIN WALL

6 5/8"

F 3 5/8" METAL CHANNEL FT WOOD BLOCKING

LWSC

6 5/8"

PT BREAK METAL FASCIA PLATE 5/8" GWB

SECTION DETAIL - INTERLAM TO WINDOW CONDITION 3 5/8" 5 METAL 1 1/2" = 1'-0" CHANNEL

B.8

PT BREAK METAL FASCIA PLATE

5 1/2"

ALIGN 4 7/8"

G P

SECTION D 1 1/2" = 1'8 1/2"

PT METAL ANGLE

3 5/8" METAL SECTION DETAIL - MEDIUM CONFERENCE FOOT DETAIL CHANNEL 1 1/2" = 1'-0"

SECTION DETAIL - ENCLAVE MARKERBOARD WALL FOOT DETAIL SECTION DETAIL - MEDIUM CONFERENCE 3 1 1/2" = 1'-0" 1 1/2" = 1'-0"

PLAN DETAIL - MEDIUM CONFERE 3" = 1'-0"

1010

1111

1212

1313

LWPC LWPC REMAINS REMAINS LWPC CONTINUOUS CONTINUOUS REMAINS CONTINUOUS ATAT LANDING LANDING TRANSITIONS. TRANSITIONS. AT LANDING TRANSITIONS.

11 1/2" 1/2" SSTL SSTL TUBE TUBE 1 1/2" HANDRAIL HANDRAIL SSTL TUBE HANDRAIL

1414

1515

1616

1717

1818

1919

2020

SSTL SSTL GLASS GLASS SSTL GLASS ENCLOSURE ENCLOSURE STRIP STRIP ENCLOSURE STRIP

HSS HSS 12" 12" XX 4"4" XX 5/16" HSS 5/16" STEEL 12" STEEL X 4"STRINGER, XSTRINGER, 5/16" STEEL PAINT. PAINT. STRINGER, PAINT. UNDERSIDE UNDERSIDE OF OF UNDERSIDE STAIR STAIR TO TO BE BE OF STAIR TO BE SPRINKLERED. SPRINKLERED. SEE SPRINKLERED. SEE FIRE FIRE SEE FIRE PROTECTION PROTECTION DRAWINGS. PROTECTION DRAWINGS. DRAWINGS.

1212 EQ. EQ. TREADS TREADS 12 @@ EQ. 11" 11" EA. TREADS EA. == 11'-0" 11'-0" @ 11" EA. = 11'-0"

AARRCCHHIAITTREECCCHTTI STS E C T S CEDAR CEDAR RAPIDS RAPIDS - DES - CEDAR DES MOINES MOINES RAPIDS - MADISON - MADISON - DES MOINES - MADISON

OPN OPNARCHITECTS ARCHITECTS OPN ARCHITECTS

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

A321 A321

A321

A321 A321

A321

5' - 0"

LWPC LWPC LWPC SLOPED SLOPED BENEATH BENEATH SLOPED STAIRS STAIRS BENEATH STAIRS 77 1/2" 1/2" / 12" / 12" 7 1/2" / 12"

DN DN

16'16' - 0" - 0"

16' - 0"

LWPC 14' - 7 1/2"

GLASS GLASS RAILING RAILING GLASS 3'-0" 3'-0" RAILING 3'-0" SECTIONS SECTIONS TYP TYP W/ SECTIONS W/ 3/8" 3/8" TYP W/ 3/8" GAP). GAP). GAP).

AllAll reports, reports, plans, plans, specifications, specifications, All reports, plans, computer computer specifications, computer files, files, field field data, data, notes notes files, and and field other other data, documents documents notes and other documents and and instruments instruments prepared prepared and instruments byby OPN OPN Architects, Architects, prepared by OPN Architects, Inc. Inc. asas instruments instruments ofInc. of service service as instruments shall shall remain remain of service shall remain thethe property property of of OPN OPN Architects, the Architects, property Inc. of Inc. OPN OPN OPN Architects, Inc. OPN Architects, Architects, Inc. Inc. shall shall retain Architects, retain allall common Inc. common shall law, law, retain all common law, statutory statutory and and other other reserved statutory reserved rights, and rights, other including including reserved rights, including thethe copyright copyright thereto. thereto. the copyright thereto. ©© 2014 2014 OPN OPN Architects, Architects, © 2014 Inc. Inc. OPN Architects, Inc.

LWPC 7' - 4 3/8"

Owner Owner

BUILDING BUILDING 4, 4, SUITE SUITE BUILDING 4050 4050 4, SUITE 4050 2711 2711 S. S. LOOP LOOP DRIVE DRIVE 2711 S. LOOP DRIVE AMES, AMES, IA IA 50010 50010 AMES, IA 50010 P. P. (515) (515) 296-7275 296-7275 P. (515) 296-7275

8' - 6 27/32"

4' 4' - 11" - 11"

4' - 11"

LWPC LWPC

LWPC LWPC 13'13' - 6- 6 3/4" 3/4"

LWPC

SLOPED SLOPED BENEATH BENEATH SLOPED STAIRS STAIRS BENEATH STAIRS 77 1/2" 1/2" / 12" / 12" 7 1/2" / 12"

LWPC 13' - 6 3/4"

A321

Project Project

14'14' - 9- 9 1/2" 1/2"

CONSTRUCTION CONSTRUCTION MANAGER CONSTRUCTION MANAGER MANAGER

PAINTED PAINTED GYP. GYP. BD. PAINTED BD. GYP. BD. STORY STORYCONSTRUCTION CONSTRUCTION STORY CONSTRUCTION 300 300 SOUTH SOUTH BELL BELL AVE 300 AVESOUTH BELL AVE AMES, AMES, IA IA 50010 50010 AMES, IA 50010 P. P. 515-817-2618 515-817-2618 P. 515-817-2618

2 LOBBY LOBBYSTAIR STAIR LOBBY - RCP - RCP STAIR - RCP 2 1/2" 1/2"==1'-0" 1'-0" 1/2" = 1'-0" 1/2" 1/2"

2 EQ

1 1/2" 1 1/2"

4 1/2" 4 1/2" 6" 6"

1 A431

16' - 0"

SECOND SECOND FLOOR FLOOR SECOND FLOOR

2' - 8 1/2" 2' - 8 1/2"

EQ EQ EQ

3' - 0" 3' - 0"

EQ EQ

SSTL GLASS ENCLOSURE SSTL GLASS STRIP ENCLOSURE STRIP SSTL GLASS ENCLOSURE STRIP 11 A431 A431

1 1/2"

EQ EQ

16'16' - 0" - 0"

13' - 8" Consultants Consultants

DETAIL DETAIL3 1 11/2" 1/2"==1'-0" 1'-0" 1 1/2" = 1'-0"

SSTL SSTL GLASS GLASS ENCLOSURE ENCLOSURE STRIP STRIP SSTL GLASS ENCLOSURE STRIP 11 1/2" 1/2" SSTL SSTL TUBE TUBE HANDRAIL HANDRAIL 1 1/2" SSTL TUBE HANDRAIL

11 1/2" SSTL TUBE 1 1/2" HANDRAIL SSTL TUBE HANDRAIL 1/2" SSTL TUBE HANDRAIL

ELECTRICAL ELECTRICAL ELECTRICAL ENGINEER ENGINEER ENGINEER KJWW KJWW ENGINEERING ENGINEERING KJWW ENGINEERING 2882 2882 106TH 106TH STST 2882 106TH ST DES DES MOINES, MOINES, IA IA 50322 50322 DES MOINES, IA 50322 P. P. 515-334-9906 515-334-9906 P. 515-334-9906 LAB LABCONSULTANT CONSULTANT LAB CONSULTANT HERA HERA STUDIO STUDIO HERA STUDIO 411 411 NORTH NORTH TENTH TENTH 411 ST.ST. NORTH SUITE SUITE 400 TENTH 400 ST. SUITE 400 ST.ST. LOUIS, LOUIS, MO MO 63101 63101 ST. LOUIS, MO 63101 LWPC P. P. 314-289-9202 314-289-9202 P. 314-289-9202 1/2" 1/2" XX 1/2" 1/2" SSTL SSTL METAL METAL 1/2" X 1/2" SSTL METAL CHANNEL CHANNEL CHANNEL LWPC LWPC

SSTL GLASS ENCLOSURE STRIP SSTL GLASS ENCLOSURE SSTL GLASS STRIP ENCLOSURE STRIP ATTACHED TO STRINGERTO STRINGER ATTACHED TO STRINGER ATTACHED STEEL PAN SUPPORT ANGLES, WELDED STEEL PAN SUPPORT STEEL ANGLES, PAN SUPPORT WELDED ANGLES, WELDED

Key Key Plan Plan

HSS - SEE STRUCTURAL HSS - SEE STRUCTURAL HSS - SEE STRUCTURAL 11" 11"

11"

- 0" 1' 1' - 0"

2" 2"

16' - 0"

HSS HSS 12" 12" XX 4"4" XX 5/16" 5/16"12" X 4" X 5/16" HSS STAIR STAIR STRINGER, STRINGER, PAINT. PAINT. STAIR STRINGER, PAINT.

16' - 0" 16' - 0"

STEEL STEEL PAN PAN SUPPORT SUPPORT STEEL PAN SUPPORT ANGLES, ANGLES, WELDED WELDED ANGLES, WELDED

1' - 0"

Key Plan

- 0" 16'16' - 0"

16' - 0"

CD CD SET SET 11" 11"

11"

SSTL GUARDRAIL CAP SSTL GUARDRAIL SSTL CAP GUARDRAIL CAP SSTL HANDRAIL SSTL EXTENSION HANDRAIL EXTENSION SSTL HANDRAIL EXTENSION LWPC

Sheet Issue Date

CD 08/28/14 08/28/14 SET

11"

8 18 1 /2"/2"

6 A321

81 /2"

25% 25% DDDD SET SET STRINGER STRINGER TO TO FLOOR FLOOR STRINGER TO FLOOR 100% 100% DDDD SET SET ANCHORING ANCHORING ANCHORING AS AS REQUIRED REQUIREDAS REQUIRED GMP GMP SET SET BYVERIFY FABRICATOR, VERIFY BY BY FABRICATOR, FABRICATOR, VERIFY CONDITIONS CONDITIONS PRIOR PRIOR TO TO CONDITIONS PRIOR TO 90% 90% CDCD SET SET FABRICATION FABRICATION FABRICATION

7' - 4 3/8"

7' - 4 3/8" 7' - 4 3/8"

66 A321 A321

11" 11"

08/28/14

Previous Previous Issue Issue Dates Dates Previous Issue Dates

LWPC LWPC

CONCRETE CONCRETE FILLED FILLED STEEL STEELFILLED STEEL CONCRETE Sheet Sheet Issue Issue Date Date PAN PAN STAIRS STAIRS PAN STAIRS

SECOND SECOND FLOOR FLOOR SECOND FLOOR

CENTER ESCUTCHEON GLASS PANEL CENTER ESCUTCHEON CENTERON ESCUTCHEON ON GLASS PANEL ON GLASS PANEL

As lead curator of all interior architectural elements, I had a primary role in the design and detailing of numerous architectural features. My influence in their design flows from concept ideation BB A B to the placement of nuts and bolts.

MECHANICAL MECHANICAL MECHANICAL ENGINEER ENGINEER ENGINEER KJWW KJWW ENGINEERING ENGINEERING KJWW ENGINEERING 2882 2882 106TH 106TH STST 2882 106TH ST DES DES MOINES, MOINES, IA IA 50322 50322 DES MOINES, IA 50322 P. P. 515-334-9906 515-334-9906 P. 515-334-9906

CONCRETE FILLED STEEL PAN STAIRS CONCRETE FILLED CONCRETE STEEL PAN FILLED STAIRS STEEL PAN STAIRS

Consultants

STRUCTURAL STRUCTURAL STRUCTURAL ENGINEER ENGINEER ENGINEER KJWW KJWW ENGINEERING ENGINEERING KJWW ENGINEERING 2882 2882 106TH 106TH STST 2882 106TH ST DES DES MOINES, MOINES, IA IA 50322 50322 DES MOINES, IA 50322 P. P. 515-334-9906 515-334-9906 P. 515-334-9906

4 1/2"

EQ EQ

1 1/2"

2' - 8 1/2"

EQ EQ

13'13' - 8" - 8"

B.O. B.O. SOFFIT SOFFIT B.O. SOFFIT

CIVILENGINEER ENGINEER CIVIL ENGINEER LWSCCIVIL FOX FOX ENGINEERING ENGINEERING FOX ASSOC ASSOC ENGINEERING INC. INC. ASSOC INC. 414 414 SOUTH SOUTH 17TH 17TH ST414 ST STE STE SOUTH 107 107 17TH ST STE 107 AMES, AMES, IA IA 50010 50010 AMES, IA 50010 GLASS - GLASS DETAIL HANDRAIL HANDRAIL - GLASSSECTION HANDRAIL SECTION@@ SECTION BRIDGE BRIDGE@ BRIDGE P. P. 515-233-0000 515-233-0000 P. 515-233-0000

3' - 0"

LWSC LWSC

1 1/2" 1 1/2"

EQ EQ

14' - 9 1/2"

ROOF ROOF DECK DECK BEARING BEARING ROOF DECK BEARING (HIGH (HIGH POINT) POINT) (HIGH POINT)

3"3"

Project

AMES AMES R&D R&DLABORATORY AMES LABORATORY R&D LABORATORY PAINTED PAINTED STEEL STEEL PAINTED STEEL TUBE. TUBE. SEE SEE TUBE. SEE STRUCTURAL STRUCTURAL STRUCTURAL 2412 2412 SOUTH SOUTH LOOP LOOP 2412 DRIVE SOUTH DRIVE LOOP DRIVE DRAWINGS DRAWINGS DRAWINGS AMES, AMES, IAIA 50010 50010 AMES, IA 50010 METAL METAL CHANNEL CHANNEL METAL CHANNEL

16' - 0"

SECOND SECOND FLOOR FLOOR SECOND FLOOR

1414 EQ. EQ. TREADS TREADS 14 @@ EQ. 11" 11" EA.=12'-10" TREADS EA.=12'-10" @ 11" EA.=12'-10"

16'16' - 0" - 0" 2"

A321 A321

2" 2"

A321

LARGE LARGESCALE SCALE LARGE PLAN PLAN SCALE - LOBBY - LOBBY PLAN STAIR STAIR - LOBBY STAIR 1 1/2" 1/2"==1'-0" 1'-0" 1/2" = 1'-0"

11 JJ

A321 A321

1/2"

8' 8' - 6- 6 27/32" 27/32"

5' - 0"

5' - 0" 5' - 0"

CAPTURE CAPTURE PIECE PIECE CAPTURE PIECE FASTENED FASTENED TO TO TUBE FASTENED TUBE TO TUBE

Owner

IOWA IOWASTATE STATE IOWA UNIVERSITY UNIVERSITY STATE UNIVERSITY RESEARCH RESEARCHPARK RESEARCH PARK PARK

2' - 0"

2' - 0" 2' - 0"

LWPC LWPC 7' 7' - 4- 4 3/8" 3/8"

LWPC LWPC 14'14' - 7- 7 1/2" 1/2"

3' - 6"

3' - 2 1/2"

3' - 2 1/2" 3' - 2 1/2" 3' - 6" 3' - 6"

5' - 0" 5' - 0"

2121

1 1/2"

1 1/2" 1 1/2"

Revision Revision Dates Dates

0"0"

1 1 Addendum Addendum 11

25% 0101 APRIL, DDAPRIL, SET2014 2014 01 APRIL, 2014 100% 0606 JUNE, DD JUNE, SET 2014 2014

06 JUNE, 2014

GMP 1414 JULY, SET JULY, 2014 2014

14 JULY, 2014

90% 1 AUGUST, 1CD AUGUST, SET 2014 2014 1 AUGUST, 2014

Revision Dates

Addendum 9-10-14 9-10-14 1

9-10-14

FIRST FIRST FLOOR FLOOR FIRST FLOOR

STONE BED ININ SSTL ANGLE STONE BED STONE SSTL ANGLE BED IN SSTL ANGLE ENCLOSURE - CONTINUE UNDER ENCLOSURE -ENCLOSURE CONTINUE UNDER - CONTINUE UNDER STAIRS UNTIL CEILING LEVELS STAIRS UNTIL STAIRS CEILING UNTIL LEVELS CEILING LEVELS UNDER INTERMEDIATE LANDING UNDER INTERMEDIATE UNDER INTERMEDIATE LANDING LANDING B

WALL ANGLE BY INSTALLER WALL ANGLE BY WALL INSTALLER ANGLE BY INSTALLER

81 /2"

1/2" 1/2" SSTL 1/2" XX 1/2" SSTL 1/2" X 1/2" SSTL METAL CHANNEL METAL CHANNEL METAL CHANNEL LWSC LWSC

STAIR STAIRCONNECTION CONNECTION STAIR CONNECTION AT ATBRIDGE BRIDGEAT BRIDGE 55 5 1 11/2" 1/2"==1'-0" 1'-0" 1 1/2" = 1'-0" A

LOBBY LOBBYSTAIR STAIR LOBBY SECTION SECTION STAIR SECTION 4 1/2" 1/2"==1'-0" 1'-0" 1/2" = 1'-0"

CONSTRUCTION CONSTRUCTION CONSTRUCTION 5/8" GWB DOCUMENTS DOCUMENTS DOCUMENTS GRAVEL GRAVEL BED BED ININ SSTL SSTL BED IN SSTL GRAVEL ANGLE ANGLE ENCLOSURE ENCLOSURE ANGLE ENCLOSURE 5/8" 5/8" GWB GWB

GWB, PAINT GWB, PAINT GWB, PAINT 0"0"

FIRST FIRST FLOOR FLOOR FIRST FLOOR

2FRAMING 1/2" MTL STUD FRAMING 22 1/2" 1/2" MTL MTL STUD STUD FRAMING

5/8" MTL STUD FRAMING 33 5/8" MTL STUD 3FRAMING 5/8" MTL STUD FRAMING 8 18 1 /2"/2"

Drawing Drawing

Drawing

STAIR STAIRPLANS PLANS STAIR AND ANDPLANS AND SECTIONS SECTIONS SECTIONS

LWSC

TREAD TREADDETAIL DETAIL TREAD AT ATFIRST DETAIL FIRSTFLOOR FLOOR AT FIRST FLOOR 66 6 1 11/2" 1/2"==1'-0" 1'-0" 1 1/2" = 1'-0"

OPN OPN Project Project No. No. OPN Project No. 13224000 13224000 13224000

professional work | 7

A321 A321 A321

311

A502 11

Sim

A502

13 A420

L 1' - 0"

6' - 0" 4' - 0"

8 A501 8

110 - BREAK-OUT ROOM - EAST 1/4" = 1'-0" 110 - BREAK-OUT ROOM - EAST 1/4" = 1'-0"

RECESSED FIRE EXTINGUISHER EPOXY RESIN COUNTERTOP EPOXY RESIN COUNTERTOP SUPPORT BRACKET PT TO MATCH WALL SUPPORT BRACKET PT TO MATCH WALL 200 - MEDIUM

Sim

4" TV BY OWNER COORDINATE DATA / ELECTRICAL

Sim

4 4

MOP SINK VB

5 5

MOP SINK FRP

MOP SINK 203 - ENCLAVE - EAST 1/4" = 1'-0" 201 EAST, 202 WEST, 204VBWEST SIM

GLASS INFILL PANE W/SILICONE SEALANT EQ

A503

4' - 0"

IOWA STATE UNIVERSITY Owner RESEARCH PARK IOWA STATE UNIVERSITY BUILDING 4, SUITEPARK 4050 RESEARCH 2711 S. LOOP DRIVE AMES, IA 50010 BUILDING 4, SUITE 4050 2711 S. 296-7275 LOOP DRIVE P. (515) AMES, IA 50010 P. (515) 296-7275 EQ

PT BEYOND

A420 13

PT WINK PT WALL

FRAMELESS GLASS

WINK WALL

FRAMELESS GLASS

SOLID SURFACE STOOL PT VB

200 - MEDIUM CONFERENCE RM - WEST 1/4" = 1'-0" 200 - MEDIUM CONFERENCE RM - WEST 1/4" = 1'-0"

10 E

ACRYLIC RESIN | CUSTOM GRAPHIC AMES R&D LABORATORY WALL PANELS - GRAPHIC Project PROVIDED BY ARCHITECT AMES R&D LABORATORY M.E. PENETRATIONS: 2412 SOUTH LOOP NO DRIVE COORDINATE ANY AMES, IA 50010 2412 SOUTH LOOPDISCREPENCIES DRIVE W/ ARCHITECT AMES, IA 50010

A420

EXTERIOR CURTAIN WALL

F SOLID SURFACE STOOL

Project

206 - BREAK ROOM - NORTH 203 - ENCLAVE - EAST 8 1/4" = 1'-0" 1/4" = 1'-0" 201 EAST, 202 WEST, 204 WEST SIM 203 - ENCLAVE - EAST 8 1/4" = 1'-0" 201 EAST, 202 WEST, 204 WEST SIM

9 9

PT SS-1 48"X96" RECESSED PT ACOUSTIC TACK BOARD 48"X96" RECESSED ACOUSTIC TACK BOARD

1 A503

WVP-1 3' - 8"

208B

207A CONSTRUCTION MANAGER

STORY CONSTRUCTION CONSTRUCTION MANAGER 300 SOUTH BELL AVE STORY CONSTRUCTION AMES, IA 50010 P. 300515-817-2618 SOUTH BELL AVE AMES, IA 50010 P. 515-817-2618

203 - ENCLAVE - WEST 11 1/4" = 1'-0" 202 EAST, 204 EAST SIM 203 - ENCLAVE - WEST 1/4" = 1'-0" 202 EAST, 204 EAST SIM

206 - BREAK ROOM - EAST 1/4" = 1'-0"

Consultants

Sim

A501 1 A503

1 A503 1 A503

4' - 0"

GLASS INFILL PANE W/SILICONE SEALANT

8 A503 8

4' - 0"

A503 4' - 0"

4' - 0"

PT BEYOND

PT BEYOND WVP-1 ACRYLIC RESIN | CUSTOM GRAPHIC WALL PANELS - GRAPHIC PROVIDED BY ARCHITECT ACRYLIC RESIN | CUSTOM GRAPHIC TO WALL PANELSOPEN - GRAPHIC NO M.E. PENETRATIONS: CORRIDOR PROVIDED BY ARCHITECT KITCHEN EQUIPMENT COORDINATE ANY BY OTHERS DISCREPENCIES NO M.E. PENETRATIONS: COORDINATE W/ ARCHITECTANY COORDINATE ELEC / PLUMB DISCREPENCIES W/ ARCHITECT WVP-1 PLAM 2 FINISHED PT WVP-1 END PANEL

WVP-1

2' - 6 1/4"

CUSTOM PATTERN WINDOW FILM 1

SS-1

A503 1

SS-1

A503

208B

207A

208B

11 11

206 - BREAK ROOM - EAST 1/4" = 1'-0" 206 - BREAK ROOM - EAST 1/4" = 1'-0"

2' - 6"

208B 2' - 6"

2' - 6"

A501

3' - 0"

2' - 6"

207A

206 - BREAK ROOM - SOUTH 1/4" = 1'-0"

2' - 6"

8' - 8"

GLASS INFILL PANE W/SILICONE SEALANT GLASS INFILL PANE W/SILICONE SEALANT

203 - ENCLAVE - WEST 1/4" = 1'-0" 202 EAST, 204 E

121 - JANITORIAL ROOM - WEST 1/4" = 1'-0" 121 - JANITORIAL ROOM - WEST 1/4" = 1'-0"

200 5TH AVENUE SE SUITE 201 OPN ARCHITECTS CEDAR RAPIDS, IA 52401 319-363-6018 PHONE 200 5TH AVENUE SE SUITE 201 319-363-7349 FAX CEDAR RAPIDS, IA 52401 www.opnarchitects.com 319-363-6018 PHONE opn@opnarchitects.com 319-363-7349 FAX www.opnarchitects.com opn@opnarchitects.com All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain All reports, plans, specifications, computer the property of OPN OPN files, field data, notesArchitects, and other Inc. documents Architects, Inc. shall retain by all OPN common law, and instruments prepared Architects, statutory and other reserved including Inc. as instruments of servicerights, shall remain the thereto. the copyright property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, © 2014 OPN Inc. rights, including statutory and Architects, other reserved the copyright thereto.

FRP

121 - JANITORIAL ROOM - NORTH 1/4" = 1'-0" 121 - JANITORIAL ROOM - NORTH 1/4" = 1'-0"

PT-1 - EPOXY VB

4' - 0"

MOP SINK

200 - MEDIUM CONFERENCE RM - WEST VB 1/4" = 1'-0"

110 - BREAK-OUT ROOM - WEST 1/4" = 1'-0" 110 - BREAK-OUT ROOM - WEST 1/4" = 1'-0"

MOP RAIL

A501

PT-1 - EPOXY 4' - 0"

MOP RAIL

SOLID SURFACE STOOL

48"X96" PT WHITE BOARD WITH TRAY 48"X96" WHITE BOARD WITH TRAY

CONFERENCE RM - EAST

RECESSED WB TWP-1,COM-1

200A

1/4" = 1'-0"

OPN ARCHITECTSEQ

2' - 6"

4' - 0"

CEDAR RAPIDS - DES MOINES - MADISON

3' - 4"3' - 4"

4' - 0"

6' - 0"

4' - 0"

1' - 0"

4' - 0"

RECESSED FIRE PT EXTINGUISHER

FRAMELESS GLASS

PR-3 SHELVING

WINK WALL

4' - 0"4' - 0"

A502

A R C H I T E C T S A R C H I T E C T S

CEDAR RAPIDS - DES MOINES - MADISON

2' - 6"2' - 6"

3' - 8"3' - 8"

207 - KITCHEN - EAST ELEVATION 1/4" = 1'-0"

2' - 6" Sim

7 A501

2' - 6" Sim

CIVIL ENGINEER Consultants FOX ENGINEERING ASSOC INC. CIVIL ENGINEER 414 SOUTH 17TH ST STE 107 AMES, IA 50010 FOX ENGINEERING ASSOC INC. 414515-233-0000 SOUTH 17TH ST STE 107 P. AMES, IA 50010 STRUCTURAL P. 515-233-0000 ENGINEER KJWW ENGINEERING STRUCTURAL ENGINEER 2882 106TH ST DES MOINES, IA 50322 KJWW ENGINEERING 2882 106TH ST P. 515-334-9906 DES MOINES, IA 50322 MECHANICAL P. 515-334-9906 ENGINEER KJWW ENGINEERING MECHANICAL ENGINEER 2882 106TH ST DES MOINES, IA 50322 KJWW ENGINEERING 2882 106TH ST P. 515-334-9906 DES MOINES, IA 50322 ELECTRICAL P. 515-334-9906 ENGINEER PLAM-2 KJWW ENGINEERING ELECTRICAL 2882 106TH ST ENGINEER DES MOINES, IA 50322 KJWW ENGINEERING 2882 106TH ST PLAM 2 MICROWAVE P. 515-334-9906 DES MOINES, IA 50322 CABINET ENCLOSURE LAB CONSULTANT P. 515-334-9906 HERA STUDIO Q2 COUNTERTOP LAB CONSULTANT 411 NORTH TENTH ST. SUITE 400 & BACKSPLASH ST. LOUIS, MO 63101 HERA STUDIO 207A P. 411314-289-9202 NORTH TENTH ST. SUITE 400 ST. LOUIS, MO 63101 P. 314-289-9202

Sim

TRASH / RECYCLING

Key Plan

2 A501

Key Plan

A A

B B

Sheet Issue Date

OPEN TO BEYOND

CD SET Sheet Issue Date

08/28/14

207 - KITCHEN 1/4" = 1'-0"

4 7/8"

STRIP

Project

AMES R&D LABORATORY

PROJECT STUDIO DOOR

PLAN DETAIL - FRAMELESS GLASS 2 3" = 1'-0"

2412 SOUTH LOOP DRIVE AMES, IA 50010

PLAN DETAIL - SMALL CONFERENCE 1 1/2" = 1'-0"

4 5/8" 3"

1' - 1 5/8"

FRAMELESS GLASS DOOR

2 3/4"

9' 9" A.F.F.

10' 2" A.F.F.

GWB BULKHEAD ABOVE 3"

4 7/8"

10' 2" A.F.F.

- CORRIDOR TO SUPPORT FUNCTIONS

3' - 0"

BULKHEAD ABOVE SECTION DETAIL - LG GWB CONF CEILING TO OPEN OFFICE 1/2" = 1'-0" WB

3"1

4 1/2" 3 1/2" 8"

4 7/8"

110 - BREAK-OUT ROOM - NORTH 1/4" = 1'-0" E

110 - BREAK-OUT ROOM - NORTH 1/4" = 1'-0"

3 5/8" METAL STUD WALL TO DECK W/ BRACING ACP-1

5/8" GWB

Sim

MATCH WALL VB

3 5/8" METAL STUD WALL TO DECK W/ BRACING

2' X 6' ACT 3 5/8" METAL CHANNEL

5 7/8" 3"

4 1/2" 3 1/2" 8"

4 7/8"

Sim

A502 1' - 0"

6' A502 - 0" 4' - 0"

1' - 0"

6' - 0" 4' - 0"

2' X 2' ACT

10 7/8"

6 A502

PLAN DETAILDETAIL - FRAMELESS SECTION - HEAD GLASS DETAIL2@ SMALL CONFERENCE ROOM 6 Sim 3" =11'-0" 1/2" = 1'-0" 8

200A 200 - MEDIUM CONFERENCE RM - EAST 1/4" = 1'-0" ACT-2

200 - MEDIUM1" PLYWOOD CONFERENCE RM - EAST 1/4" = 1'-0"

RECESSED FIRE EXTINGUISHER

5/8" FRAMELESS GLASS

3 5/8" METAL STUD WALL TO DECK

3 5/8"

EMBEDDED FRAMELESS GLASS DOOR HARDWARE

IOWA STATE UNIVERSITY RESEARCH PARK

1' - 1 5/8"

48"X96" WHITE BOARD WITH TRAY PT

WBProject

48"X96" WHITE BOARD WITH VB TRAY

AMES R&D LABORATORY 2412 SOUTH LOOP DRIVE AMES, IA 50010

110 - BREAK-OUT ROOM - WEST 1/4" = 1'-0"

5/8" GWB TO DECK

OPEN TO ABOVE

WINK WALL

SECTION DETAIL - LG CONF CEILING TO OPEN OFFICE 1 1/2" = 1'-0"

1 1/2" = 1'-0"

203 - ENCLAVE - EAST 1/4" = 1'-0" 201 EAST, 202 WEST, 204 WEST SIM

Key Plan

A 9

Sheet Issue Date

CD SET

Previous Issue Dates

25% DD SET

STUD TO DECK

121 - JANITORIAL ROOM - NORTH 1/4" = 1'-0"CD SET 08/28/14 Sheet Issue Date

A420

06 JUNE, 2014

GMP SET

14 JULY, 2014

90% CD SET

1 AUGUST, 2014

Addendum 1

06 JUNE, 2014

GMP SET

14 JULY, 2014

90% CD SET

1 AUGUST, 2014

Addendum 1

9-10-14

48"X96" RECESSED CONSTRUCTION ACOUSTIC TACK BOARD DOCUMENTS PT Drawing

INTERIOR DETAILS

48"X96" RECESSED ACOUSTIC TACK BOARD OPN Project No. 13224000

A422

professional work | 9

203 - ENCLAVE - WEST 1/4" = 1'-0" 202 EAST, 204 EAST SIM

01 APRIL, 2014

100% DD SET

Revision Dates

01 APRIL, 2014

100% DD SET

203 - ENCLAVE - WEST 1/4" = 1'-0" 202 EAST, 204 EAST SIM 08/28/14

3 5/8" METAL CHANNEL

Revision Dates

EQTRANSITION SECTION DETAIL - CORRIDOR TO OPEN OFFICE CEILING

MOP SINK

121 - JANITORIAL ROOM - NORTH 1/4" = 1'-0" A B

LAB CONSULTANT HERA STUDIO 411 NORTH TENTH ST. SUITE 400 ST. LOUIS, MO 63101 P. 314-289-9202

MOP SINK MOP RAIL

ELECTRICAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

WINK WALL

PT MOP RAIL

A420

MECHANICAL ENGINEER KJWW ENGINEERING GWB CEILING 2882 106TH ST ACT-1 IA 50322 DES MOINES, P. 515-334-9906

6" MTL STD WALL

1' - 1 5/8"

200 - MEDIUM CONFERENCE RM - WEST 1/4" = 1'-0"

ACT-1

LAB CONSULTANT HERA STUDIO 411 NORTH TENTH ST. SUITE 400 ST. LOUIS, MO 63101 P. 314-289-9202

25% DD SET

STRUCTURAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 3 5/8" METAL CHANNEL P. 515-334-9906

4'X4' ACT

5/8" GWB

DETAIL - ROLLER SHADE SECTION DETAIL - CORRIDOR TO SUPPORT FUNCTIONS 93" = 1'-0" 1 1/2" = 1'-0"

OPEN TO ABOVE

ELECTRICAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

Previous Issue Dates

CIVIL ENGINEER FOX ENGINEERING ASSOC INC. 414 SOUTH 17TH ST STE 107 AMES, IA 50010 STUD TO DECK P. 515-233-0000

4'X4' ACT 1

MECHANICAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

Key Plan

STORY CONSTRUCTION 300 SOUTH BELL AVE AMES, IA 50010 P. 515-817-2618

CONT. METAL FASICA PLATE 3 5/8" METAL CHANNEL

4 5/8"

200 - MEDIUM CONFERENCE RM - WEST 1/4" = 1'-0"

BUILDING 4, SUITE 4050 5/8" GWB 2711 S. LOOP DRIVE AMES, IA 50010 P. (515) 296-7275

SHIM TO FIT BOTTOM OF STRUCTURAL BEAM

FRAMELESS GLASS DOOR 4 5/8" 3"

STRUCTURAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

Consultants

4 3/4"

CIVIL ENGINEER FOX ENGINEERING ASSOC INC. 414 SOUTH 17TH ST STE 107 AMES, IA 50010 P. 515-233-0000

3 5/8" METAL CHANNEL Owner

1/2" FRAMELESS GLASS

SOLID SURFACE STOOL PT

E RECESSED TWP-1,COM-1

the copyright thereto.

FASICA PLATE

FRAMELESS GLASS SOLID SURFACE STOOL

EXPOSED TO STRUCTURE

1 1/2" METAL CHANNEL

5/8" GWB TO DECK

STORY CONSTRUCTION 300 SOUTH BELL AVE AMES, IA 50010 P. 515-817-2618

Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN

Architects, Inc. shall retain all common law, 4" CONT.statutory METALand other reserved rights, including

FRAMELESS GLASS

5/8" GWB

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

ACT-1

RECESSED TV BY OWNER TWP-1,COM-1 COORDINATE DATA / ELECTRICAL

CONSTRUCTION MANAGER

OPN ARCHITECTS

A501

3 5/8" METAL STUD WALL TO DECK

2' X 2' ACT

SHIM TO FIT All reports, plans, specifications, computer BOTTOM files,OF field data, notes and other documents and instruments prepared by OPN Architects, STRUCTURAL BEAM

PT EPOXY RESIN RECESSED FIRE COUNTERTOP EXTINGUISHER

3 5/8" METAL CHANNEL

SUPPORT BRACKET PLAN DETAIL CONFERENCE DETAIL - ROLLER PT- SMALL TOSHADE MATCH WALL 1 1/2" = 1'-0" 3" = 1'-0" VB

Sim

RECESSED ROLLER SHADE ASSEMBLY

13 A R C H I T E C T S14

Consultants

A501 G

2412 SOUTH LOOP DRIVE AMES, IA 50010

CEDAR RAPIDS - DES MOINES - MADISON

5/8" GWB

SUPPORT BRACKET EPOXY RESIN WALL PT TO MATCH COUNTERTOP

A422

110 - BREAK-OUT ROOM - EAST 1/4" = 1'-0"

TV BY OWNER PR-3 SHELVING COORDINATE

SECTION - HEAD DETAIL @ SMALL DATA / ELECTRICAL SECTION DETAILDETAIL - CORRIDOR TO KITCHEN HEAD CONFERENCE CONDITION ROOM 6 1/2" = 1'-0" 1 1/2" =11'-0"

200A

ALIGN FACE OF ROLLER SHADE ASSEMBLY WITH FACE OF STRUCTURE

COMPRESSIBLE FILLER STRIP

PT PR-3 SHELVING

RECESSED ROLLER SHADE ASSEMBLY

1' - 3 3/4"

1' - 0"

21 PLAN DETAIL - SMALL CONFERENCE 1 1/2" = 1'-0"

2 1/2" METAL CHANNEL

OPN Project No. 13224000

ALIGN FACE OF ROLLER SHADE ASSEMBLY WITH FACE OF STRUCTURE

1' - 6' 0" - 0"

5/8" GWB 5/8" FRAMELESS GLASS

SECTION DETAIL - SM CONF. & PROJ STUDIO TYPICAL HEAD CONDITION 1 1/2" = 1'-0" A

4' - 0"

EXPOSED TO STRUCTURE

2 1/2" METAL 1 1/2" METAL STUD WALL CHANNEL

Sim

SILICONE GLASS SPACER INTERIOR DETAILS

4' - 0"

1' - 3 3/4"

FT WOOD BLOCKING

5/8" GWB

6' - 0"

6 A502

4' - 0"

1" PLYWOOD

A502 1" PLYWOOD A502 3

2' X 2' ACT ACT-2

3X5/8" MTL CHANNEL

1 1/2" METAL CHANNEL

CONSTRUCTION DOCUMENTS 2' X 2' ACT

110 - BREAK-OUT ROOM - EAST 1/4" = 1'-0" E

Sim

4' - 0"

Drawing

RCP DETAIL DETAIL -- SM AT PROJECT STUDIO DOOR SECTION CONF. & PROJ STUDIO HEAD CONDITION PTTYPICAL TO 2 1 1/2"1=1/2" 1'-0"= 1'-0"

5 1/8"

4' - 0"

DOOR

SUPPORT VB BRACKET

110A

4' - 0"

EQ PT SUPPORT RECESSED FRAMELESS GLASS BRACKET DOOR HARDWARE RESIN SECTION DETAIL - CORRIDOREPOXY TOTO OPEN OFFICE CEILING TRANSITION PT 11 4 7/8" 8" COUNTERTOP 1 1/2" = 1'-0" MATCH WALL 3' - 6"

PLAN DETAIL -PROJECT STUDIO DOOR TO MECH WALL 1 1/2" = 1'-0"

FT WOOD BLOCKING

1/2" FRAMELESS Addendum 1 9-10-14 GLASS 2 1/2" METAL STUD5/8" WALL GWB 5/8" GWB

GWB BULKHEAD EPOXY RESIN ACT-1 COUNTERTOP

3' - 0"

110A

48"X96" WHITE BOARD FRAMELESS GLASS PT

2' X 2' ACT

Revision Dates

GWB CEILING 1 1/2" METAL CHANNEL ACT-1

2 3/4"

3" 9' 9" A.F.F.

48"X96" WHITE BOARD 1" PLYWOOD

CONSTRUCTION MANAGER

6" MTL STD WALL

9' 9" A.F.F.

FLOOR EMBEDDED DOOR HARDWARE

IOWA STATE UNIVERSITY RESEARCH PARK

BUILDING 4, SUITE 4050 2711 S. LOOP DRIVE AMES, IA 50010 P. (515) 296-7275

Project

1' - 4 5/8"

5/8" GWB

FRAMELESS GLASS DOOR

10 7/8"

5/8" GWB

3 5/8" METAL CHANNEL 3X5/8" MTL CHANNEL

3 5/8"

3 5/8" METAL STUD WALL

ACT-1

4 7/8"

OPEN TO ABOVE

4 3/4"

ACP-1

4'X4' ACT AIR GAP

5 1/8"

1" GWB

GMP SET 14 JULY, 2014 2' X 6' ACT 90% CD SET 1 AUGUST, 2014 3 5/8" METAL CHANNEL

3' - 6"

4 7/8"

5 7/8"

EXPOSED TO STRUCTURE

16 DETAIL - FRAMELESS 17 PLAN GLASS 2 3" = 1'-0"

08/28/14

3 5/8" METAL STUD WALL Previous Issue Dates TO DECK W/ BRACING 25% DD SET 01 APRIL, 2014 2' X ACT 100% DD2'SET 06 JUNE, 2014

ACT-1 STUD TOWALL DECK 3 5/8" METAL STUD BEYOND TO DECK W/ BRACING

Sheet Issue Date

5/8" GWB 2 1/2" CH CHANNEL

Owner

AMES R&D LABORATORY

13 RCP DETAIL12- AT PROJECT STUDIO DOOR 1 1/2" = 1'-0"

3 5/8"

1/2" FRAMELESS GLASS

2' - 6"

CD SET

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. 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.

2' - 6"

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

3' - 4"

9 PLAN DETAIL 7-PROJECT STUDIO8 DOOR TO MECH WALL 1 1/2" = 1'-0"

MECHANICAL SHAFT

5/8" GWB TO DECK

OPN ARCHITECTS

2 1/2" METAL CHANNEL

3' - 4"

5/8" GWB

EMBEDDED FRAMELESS GLASS DOOR HARDWARE

6 5/8"

4 7/8"

3 5/8" METAL STUD WALL TO DECK

COMPRESSIBLE FILLER STRIP

1' - 3 3/4"

Key Plan

10 7/8"

5/8" GWB

SILICONE GLASS SPACER

FRAMELESS GLASS DOOR

DETAIL - ROLLER SHADE 3" = 1'-0"

MECHANICAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

LAB CONSULTANT HERA STUDIO RECESSED 411 NORTH TENTH ST. SUITE 400 FRAMELESS GLASS ST. LOUIS, MO 63101 DOOR HARDWARE P. 314-289-9202

FLOOR EMBEDDED DOOR HARDWARE

- HEAD DETAIL @ SMALL CONFERENCE ROOM

1/2" FRAMELESS GLASS

ELECTRICAL ENGINEER FRAMELESS GLASS KJWW ENGINEERING DOOR 2882 106TH ST DES MOINES, IAGWB 50322BULKHEAD P. 515-334-9906ACT-1

9' 9" A.F.F.

3 5/8" METAL CHANNEL

STRUCTURAL ENGINEER KJWW ENGINEERING 2882 106TH ST DES MOINES, IA 50322 P. 515-334-9906

6 5/8"

ALIGN FACE OF ROLLER SHADE ASSEMBLY WITH FACE OF STRUCTURE

1' - 3 3/4"

4 7/8"

2' X 2' ACT

3 5/8" METAL STUD WALL 5/8" GWB

1' - 3 3/4"

10 7/8"

3 5/8" METAL CHANNEL AIR GAP

1' - 4 5/8"

6 5/8"

A R C H I T E C T S

CIVIL ENGINEER FOX ENGINEERING ASSOC INC. 414 SOUTH 17TH ST STE 107 AMES, IA 50010ACT-1 P. 515-233-0000BEYOND

2 1/2" CH CHANNEL CONT. METAL FASICA 1" PLATE GWB

4 7/8"

5 1/8"

RECESSED ROLLER SHADE ASSEMBLY

5/8" GWB

Consultants

SHIM TO FIT BOTTOM OFGWB 5/8" STRUCTURAL BEAM

FT WOOD BLOCKING 2 1/2" METAL STUD WALL

MECHANICAL SHAFT 4 3/4"

CEDAR RAPIDS - DES MOINES - MADISON

2' X 6' ACT

STORY CONSTRUCTION 300 SOUTH BELL AVE AMES, IA 50010 P. 515-817-2618

2' X 2' ACT

10 7/8"

CONSTRUCTION MANAGER

3 5/8" METAL STUD WALL TO DECK W/ BRACING

9-10-14

ANNUALANNUAL

SAVINGS SAVINGS 5.9 M5.9 M kBtu

EUI AVERAGE EUI AVERAGE

NATIONAL NATIONAL

68 68

%% 68 68 REDUCED REDUCED FROM NATIONAL FROM AVERAGE NATIONAL AVERAGE

1.7 M1.7 M kWh

RAPIDS CEDAR RAPIDS EUI CEDAR EUI PUBLIC LIBRARY PUBLIC LIBRARY

kWh

K K 180 180 251 251 USD

USD

CARS PER YR

109 109 HOMES PER YR

978 978 ACRES US FOREST

EUI ASHRAE EUI90.1ASHRAE 90.1

38 38

kBtu

HOMES PER YR

ACRES US FOREST

WHAT IS WHAT EUI ?IS EUI ?

EUI is the measurement EUI is the measurement used to size up used a buildings to size up energy a buildings performance. energy performance. It represents It represents the energy by a building relative to its size. the energy consumed by consumed a building relative to its size.

WHY ISWHY IT IMPORTANT IS IT IMPORTANT ? ?

EUI supplies and clients a singular value that expresses a buildings energy EUI supplies designers anddesigners clients a singular value that expresses a buildings energy can then be compared to other buildings similar use and consumption. consumption. Said value canSaid thenvalue be compared to other buildings of similar use of and EUIinclusive is not atofalla inclusive a building’s comprehensive scale. Thoughscale. EUI isThough not at all building’sof comprehensive energy use, it energy use, it providevalue a baseline value afrom which a greater conversation does provide does a baseline from which greater conversation about energyabout energy can begin. efficiency canefficiency begin.

SUSTAINABLE MARKETING location : Cedar Rapids, IA

firm : opn architects As part of a self directed effort, I decided to create a series of infographics to depict the sustainable facets of a recent firm project. This was but one series of graphics from a larger collection that emphasizes the importance of sustainable design. Together the collection was part of a larger marketing tool to support the economics of sustainability. The graphics depicted utilize social math and minimalistic diagrams to explain the economic & environmental value of sustainable design in easily digestible forms.

R-28 RAINSCREEN SYSTEM

U .29

HIGH PERFORMANCE CURTAIN WALL

R-32+ GREEN ROOF COMPOSITE SEDUM & PLANTING MEDIA

FILTER FABRIC & WATER RETENTION

EPS GEOFOAM & DRAINAGE MAT

INTERIOR STUD WALL WATER PROOFING THERMAL BREAK MINERAL WOOL INSULATION PRESSURE EQUALIZED RAIN SCREEN EXTERIOR CLADDING

1/4” CLEAR GLASS PANEL LOW E FILM COATING

EPDM & POLYISO RIGID INSULATION

roles fulfilled: sole ideation of concept research & analysis of existing projects environmental data gathering social math algorithm development graphic ideation infographic design & development 3D visualizations marketing tool development public presentation of materials

CONCRETE DECK

ARGON FILLED CAVITY

1/4” CLEAR GLASS PANEL

professional work | 11

EAR

90%

TO STORMSEWER IN RAINS > 1”/HR

37IN

YEAR

RAIN ON THIRD FLOOR IN

10%

90%

RAIN ON THIRD FLOOR

RAIN ON GREEN ROOF OF ANNUAL RAINFALL DIVERTED

YEAR

FROM STORMSEWER

MECHANICAL CONDENSATE

5.75 K

MECHANICAL CONDENSATE

VIA GREEN ROOF

RAIN ON ROOF PAVERS

5.75 K 1.44 M

RAIN ON ROOF PAVERS

GAL/YR

2 10%

TO STORMSEWER IN RAINS > 1”/HR

DUAL CISTERN

IR DUAL CISTERN

DUAL CISTERN

GREEN ROOF SYSTEM

VIA SITE

1.44 M GAL/YR

OF W

COLLEC

GUTTER

= 50,000 GAL OF H20

25%

GREEN ROOF SYSTEM

GUTTER

RAIN ON SITE PAVERS

GAL/YR

RAIN ON SITE PAVERS

25%

GAL/YR

VIA GREEN ROOF

TO STORMSEWER IN RAINS > 1”/HR

RAIN ON GREEN ROOF

DUAL CISTERN

L/YR

OF ANNUAL RAINFALL DIVERTED FROM STORMSEWER

YEAR

90%

10% 37 32IN

IN YEAR

OF ANNUAL RAINFALL DIVERTED FROM STORMSEWER

3 UNDERGROUND= 50,000 GAL GROUND OF H20WATER VAULT FILTERS CYCLE

75%

OF WATER

COLLECTED

47° F

IFE

DUAL PUMP

GROUND WATER INSUPPLY AQUIFER WELL

WATER TO AIR

WATER TO AIR HEAT HEAT COIL COIL

DUAL PUMP SUPPLY WELL

BUILDING

BUILDING SUPPORT SYSTEMS SUPPORT SYSTEMS

WATER

R AQUIFE

IF AQU

47° F

HEAT EXCHANGER

PUMP

INSIDE

PUMP OUTSIDE

SINGLE PUMP RETURN WELL

WATER

PUMP

SINGLE PUMP RETURN WELL

WATER GLYCOL

HEATER | CHILLER SYSTEM

HC| CHILLER HEATER SYSTEM

GLYCOL

INSIDE

IN FLOOR HEAT TUBES

OUTSIDE

GROUND WATER IN AQUIFER

300’ - 400’

RETURN

IF AQU

right: The graphic shown depicts the intricacies of the geothermal well ER AQUIF system used to reduce energy consumption at the library. Broken down into individual components, the cycle can be easily traced and understood through minimalist graphic representation.

300’ - 400’

SUPPLY AQ U

RETURN

SUPPLY

IFE

300’ - 400’

AQ U

left: The graphic shown depicts water flow cycles as they interact with the facility. Annual precipitation totals reinforce the impact of these design elements.

AIR HANDLING UNIT

FLOOR DIFFUSER

OPEN FLOOR AIR PLENUM

AIR HANDLING UNIT

NEW AIR

OCCUPIABLE SPACE

OPEN FLOOR AIR PLENUM

FLOOR DIFFUSER

OCCUPIABLE SPACE

OLD AIR

HR HEAT RECOVERY

RETURN AIR

NEW AIR OLD AIR

HR IN FLOOR HEAT TUBES

HEAT RECOVERY

RETURN AIR

professional work | 13

OHIO | 2017.09.01

L-4

SCIOTO COLUMBUS L-3 L-2.8

location : Columbus, OH type : mixed use masterplan size : 16 blocks L2.2 L-2 L-1

firm : OZ Architecture One of two members in the development of a large scale urban infill masterplan. Each of the three phases spanning 16 blocks required a full market feasibility study including programmatic layout, building floor plans, building matrix, parking studies, facade studies and concept renderings. Each piece was then reassembled into a concise book laying out a singular vision for the district. ramp dn

block q block r

block m

STARLING ST block i

block j

block k

block h

block b

BROAD ST

block c

rush alley

block d

w state st

block e

block f

w town st

main st block a

mech

block n

block l block g

block p

BELLE ST

block 0

KEY PLAN

CONCEPT PLAN - LEVEL P1

133 PARKING SPACES

roles fulfilled: masterplan program development FAR & density studies building programming floor plan generation building matrix generation building design 2D & 3D visualization materials physical model design & delivery graphic management of all book content 11 12 13

mech

BUILDING ABOVE

16'

BELLE ST

32' 64'

Pg. A-A1A

SCALE: 1” = 80”

0’

SCIOTO PENINSULA | COLUMBUS, OHIO | CONCEPT DESIGN | 2017.09.15

40’

80'

160’

professional work | 15

C B

SITE PLAN

UNIT MATRIX 9/15/2017

2 3 2 3

1 2 1 2

1100

1250

2BR 1200 1100 1550 3BR 2TH 1400

2TH

2 2 2.5 2.5 2.5 TOTAL TOTAL

1B 2A 1C 2B

2.5

3 2.5 GRAND TOTAL TOTAL

3BR

1550 1400

725 703

18 08 50 21 32 22 15 318

4,461 593 7,213 2,5450 15,932 24,563 12,808 8,751 22,339 5,622

902 800

52 48 08

38,271 37,398 7,213 15,932 24,563 10,006 5,076 22,339 5,622 23,517 16,229 37,398 38,271 9,070 8,485

759 768 1269 1251 721 703 1176 1159 L-A

768 775 1250 1251 703 725 1200 1159

32 124,563 8 2.5 10,006 8 1 5,622 14 216,229 TOTAL37,398 48 8 2 8,485

1100 1061

21 32 48 318 20 14 48 52 98

2 2

0 2.5 0 8 2.5 10,006 TOTAL 30 34,720

- 1251 1250

00 48 33 30

-0 10,006 5,076 37,663 34,720

216,229

1159 1200

20 14

23,517 16,229

2C 3A 3B

2 3 2 3

8 2 8,485 2 2.53,520 0 2.5 0 0 2.5 0 TOTAL34,720 30 TOTAL 2 3,520

1061 1100 1550 1760 - 1400 -

98 02 00 00 30 33 02

9,070 8,485 3,520 -0 -0 34,720 37,663 3,520 0

2.53,520

0 2.5 0 3 GRAND 102 TOTAL 88,446 TOTAL 2 3,520

1760 1550 1400 -

02 00 100 102 02

3,520 -0 84,685 88,446 3,520 0

AVGSF SF 05 2,545 - AVG 509 E NET NETSF SF PER PERUNIT UNIT ##UNITS UNITS 20 15 12,544 8,751 loading 209 12,544 5,613 627 624

593 558 902 509 759 768 721 703

593 15,793 2,545 14,366 15,932 8,751 12,544 t'former 30,138 22,339

902

80 52 190

60,297 38,271 gen. 15,793 -

D 19 21

14,366 15,932 16,310 5,076 t'former 30,138 22,339 23,517 38,271 60,297 gen. 11,227 9,070

756 759 1255 1269 718 721 1176 -

1008 1061 L-B

134 31 C 42 20 0 52 B 80 109

1123 1008

1619 12,158 14,366 013 16,310 0 MECH 942 TRASH 6,487 30,138 111 SF 5 0 271 5,825 SF 60,297 3280 24,246 2010 21,081 11,227

-1269 1251

150 13 4 38 33

23,989 16,310 5,076 51,526 37,663

1599 1255 1269

015 038 13 25

23,517 -

1176 -

5,825 -

109 A 00 150 60 33 38 60

11,227 9,070 -23,989 8,362 37,663 51,526 8,3620

1123 1008 -1599 1394 -

2010 00 015 06 2538 06

21,081 11,227 023,989 0 8,362 0 51,526 26,906 8,362 0

C 0 B 20

1176 1159

L-B 1008 1061 1760 L-C- --

L-D1760 L-C

60 8,362 144 100 132,729 84,685 60 8,3620

L-D

593 831 509 759 loading756 718 721

80 719 50 1619 2120 942

831 -

3280 271 SF24,246 60,297 719 5,601 15,793

GRAND 102 TOTAL 88,446

102 100

06 78 144 06

800 831

H 760 756 1255 721 718 J 1165 ELEC/IDF -

CIRCULATION WATER263 ENTRY SF 122 SF

117 SF

1054 1123

RETAIL 7,506 SF

H1599 CIRCULATION 263 SF 1255 G-

4,793

BLOCK BLOCKA1 M / A2

et Amenity / Lobby

3,631 / Lobby Total Net Amenity

7,319 7,319 14,218 Total Net Retail A2 NRSF UNITS A1 NRSF NRSF A2 NRSF UNITS UNITS A1 NRSF L-G 16,636 650 650 13,052 Total16,636 Net BOH Total Net Market 4,793 4,793 88,446 102 84,685 100 Total Net88,446 Residential 102 SCIOTO | COLUMBUS, OHIO 3,631 / Lobby 3,631 0 Total Net Amenity

7,319 otal Net Retail Total Net Retail 108,713 cluding Amenity and BOH) Total NRSF (including Amenity and BOH) 5,443 650 otal Net BOH Total16,636 Net BOH 112,464 5,644 (no Parking or Retail) Total GSF (no Parking or Retail) Net Residential Total Net88,446 Residential 102 0 k Under Parking GSF Total Tuck Under Parking GSF

14,218 7,319 108,713 97,737 13,052 16,636 112,464 103,733 84,685 88,446 00

Net Residential / GSF) Efficiency (Net Residential / GSF) 79% 108,713 cluding Amenity and BOH) Total NRSF (including Amenity and BOH) 5,443

79% 82% 108,713 97,737

112,464 Total GSF (no Parking or Retail)

BLOCK BLOCKNM

C NRSF NRSF B

2A 1,269 SF

UNITS UNITS

5,443 650 5,644 100 102 5,443

| COLUMBUS,5,644 OHIO 5,644SCIOTO 103,733 112,464

212 34

212 51

12,158 88 50 0 90 6,487 78 5,825 24,246 212 21,081 94

88760 63 90721 78 1165 212 vault 94 1054

88 25 90 39 212 47

88 50 CIRCULATION 214 SF 90 78 212 94

30 0 50 0 252 26,906

38 63 315

15 25 126

30 50 252 78

94 6 30 18 RETAIL 252 6,712 SF 24

94 5 38 15 315 20

47 2 15 6 126 8

F --

2 0

1394

6 0

6 0 424 78 8 0

24' - 0"

18 0 527 63,037 24 0

24' - 0"

424 78

63,037 527

15 625 20

24' - 0"

214 SF

6 424 8

NRSF NRSF

14,218 0 97,737 154,301 A 20,550 13,052 103,733 159,265 132,729 84,685 10,1210

2B 1,145 SF

18 527 24

527

100 144

144 100

| 2017.09.01 159,265 103,733

1,022 4,834

38' - 11"

132,729 63,037 4,834 1,022

L2.2 L-2 00 154,301 77,052 2 3 4

9,181 20,550 159,265 79,419 63,037 132,729 10,121 4,834

SCIOTO | COLUMBUS, OHIO | 2017.09.01

2B 1,197 SF

144 78

38' - 0"

L-1

78 144

38' - 0"

24' - 0"

18' - 0"

1B 756 SF

1C 740 SF

1C 714 SF

1B 756 SF

SC 512 SF

TOTAL BLOCK O

2B 1,197 SF

1C 698 SF

4,834 9,487

21,537 6 07 8 NRSF NRSF mech UNITS UNITS 9,181 59,419

A 2B 1,197 SF

63,037 368,897 9,487 4,834

38' - 0"

21,537 0 77,052 443,246 59,419 9,181 79,419 460,525 368,897 63,037 38' - 0" 4,834 14,955

79,419 159,265

460,525 79,419

SCIOTO PENINSULA | COLUMBUS, OHIO | CONCEPT DESIGN | 2017.09.15

mech

BUILDING ABOVE

LEVEL 1 8

31' - 10"

15 625 20

1C 714 SF

1B NRSF 756 SF

LEVEL 1

37' - 0" 1B 771 SF

14,955 4,834

1C 698 SF

424 78

24' - 0"

424 78 24' - 0"

2B 1,192 SF

9 2B 1,192 SF

41' - 0"

1B 756 SF

9,487

TRASH 50 SF

1C 703 SF

UNITS 1B 756 SF

368,897 424 CONCEPT 9,487

21,537 6 443,246 59,419 460,525 368,897 41' - 0" 14,955

24' - 0"

PLAN - LEVEL 1 24' - 0"

24' - 0"

460,525CONCEPT 14,955

1C 2C 731 SF 968 SF

2C 43'968 - 5"SF

13 10

mech

1"=16'

16'

32'

16'

32'

LEVEL 2-5 1/32” =1412”

LEVEL 2-5

424

24' - 0"

6 443,246

1C 703 SF

BUILDING ABOVE

mech

1"=16'

CONCEPT PLAN - LEVEL 1

21,537 NRSF 59,419

BUILDING ABOVE

TRASH 50 SF

ELEC 49 SF

TOTAL

1/32” = 12”

1C 1B 728 771 SF SF

SC UNITS 512 SF

BUILDING ABOVE

37' - 0"

31' - 10"

ELEC 2B 49 SF 1,148 SF

1/32” = 12”

625

TOTAL

TOTAL BLOCK O

79% 443,246 77,052

79% 83%

mech

TRASH 175 SF

1C 7281CSF 731 SF 1C

UNITS UNITS 740 SF mech

83%4 3 79% 77,052 154,301

the outside face of exterior -Gross area finish is measured and centerline to the ofoutside glass, stairs face and of exterior elevators finish areand included centerline on alloflevels glass, stairs and elevators are included on all levels Net Residential / GSF) Efficiency (Net Residential / GSF) 79% 82% 79% 83% 82% retail -Net area does not include retail e retail -Gross area does not include retail

2B 1,197 SF

00 L-1 NRSF NRSF UNITS UNITS 20,550 9,181

38' - 11"

24' - 0"

1B NRSF NRSF 756 SF

L2.2 L-2 2B 1,145 SF

L-3 L-2.8 1

82% 83% 154,301 97,737

UNITS UNITS

133 PARKING SPACES

424

LOBBYLOADING 563 SF309 SF

JAN 38 38 SF 63 315

133 PARKING SPACES 18' - 0"

24' - 0"

625

68' - 8"

TRASH 175 SF

88 JAN 63 38 SF LOBBY 90 563 SF 78 212 94

RETAIL 6,712 SF

LOADING 309 SF

2B 1,148 SF

24' - 0"

BLOCK BLOCKON

B 0 14,218 L-3 L-2.8 NRSF NRSF UNITS UNITS 13,052 20,550 A

84,685 132,729 | 2017.09.05 1,0220

L-4

212 34

132,729 63,037

BLOCK BLOCKON

BLOCK BLOCKNM

3,631 0 1,0220 C SCIOTO | COLUMBUS, OHIO | 2017.09.05

L-4

212 vault 51800

94 1054 5 38 15 315 20

SA 608 SF

L-G 4,793

17 51 10 88 MAIL78 90 158 SF

78 1165

C 1B B 756 SF

A1 NRSF L-F

15 0 25 25 0 126

9 34 5 88 39 CIRCULATION 90

78 5,825

SA 608 SF

70' - 0"

UNITS UNITS

88 16 25 0 90 9 39 5 212 32 47 20

68' - 8"

MAIL 158 SF

17 34 10 88 78 90

21,081 94 6 0 30 0 18 0 26,906 252 24 0

2A 1,269 SF

32' - 5' 5"- 2"

NRSF A2 NRSF

212 24,246 BROAD ST 34 5,601

51 17

5 10 # BEDS39 # BATHS 78

51 42' - 0"

17561 51800 10492 88760 * 78 90721

47 20 2 0 15 0 6 0 126 25 8 0

L-F

5' - 32' 2" - 5"

DATABLOCK A1 / A2 Total Net Market

A1 NRSF

212 32 34 7

10 # UNITS78

39 5

C 1B B 756 SF

70' - 0"

UNITS

26 TOTAL 9

42' - 0"

32' - 5"

A2 NRSF

17561

1054 1123 -1599 1394 G-

25' - 0"

4,489 9 34 5,601ST BROAD 2,459 5 12,158 88 11,885 39 90 6,487

# BATHS

# BEDS

1165 RETAIL 7,506 SF

39' - 0" 32' - 5"

BLOCK BLOCKA1 M / A2

8 7 5 16 21 9

25' - 0"

144 78

00 8,362 63,037 132,729 8,362 0

17 34 10 88 78 90

ELEC/IDF 117 SF

L-E

otal Net Retail

(no Parking or Retail)

23,989 0 16,310 0 26,906 51,526

# UNITS

51617

33' - 4"

AVG 10 5 2,459 5 10SF 492 NET SF # BATHS PER UNIT # UNITS # UNITS 78 21# BEDS 11,885 39 78 * 33' 4" 51 8 26 4,937 51-617

561 800 831 492 760 756 * WATER ENTRY 721 718 122 SF

E D

DATABLOCK A1 / A2

otal Net BOH tal Net Market Net Residential et Amenity / Lobby

111 SF

100 132,729 84,685 144

BUILDING TOTALS

DATA tal Net Market

39' - 0"

88,446 84,685

BUILDING TOTALS

DATA

1394 -

L-E GRAND TOTAL

4,489 5,601 15,793 2,459 12,158 14,366 12,544 11,885 6,487 30,138 MECH TRASH

561 -

AVGSF SF 50 2,459 - AVG 492 NET NETSFSF PER PERUNIT UNIT ##UNITS UNITS 2120 11,885 12,544 * 126' - 7" 820 4,937 12,544 617 627

01 190 05 E 19 21 D 15 20 42 31

L-A

51 8 26 4,937 BLOCK 17 8TOTAL 4,489 9O

BELLE ST

AVGSF SF 50 2,5450 AVG 509 NET NETSF SF PER PERUNIT UNIT # UNITS # UNITS 15 22 12,808 8,751 14 9 5,613 8,347 624 596

593 -

617 627

BELLE ST

2.5 2.5 TOTAL

800 1 BR 775 1250 725 2BR 1200

593 558

820 4,937 12,544 126' - 7" BLOCK ON 8 0BLOCK 4,489

93' - 8"

2 2

596 625 558 575 800 902 525 775 768

TOTAL37,398 48 8 1.57,213

##UNITS UNITS

627 624

93' - 8"

1 2.5 1 2 TOTAL 2

1 8,347

0.5 8 1 4,461 1 8 1.57,213 0 0.5 0 1 1 32 124,563 TOTAL12,808 22 1 8 1 5,622

209 12,544 5,613 BLOCKNM 01BLOCK 593 -

21' - 4"

1 2 1 2

TARGET SF 0.5 0 1 0 AVG 525 ## BEDS # BATHS NET SF PER SF/UNIT UNIT UNITS22 TOTAL12,808 0.5 14

##UNITS UNITS

624 596

24' 21' - 0" 4"

TOTAL 1.5

575 558

14 9 5,613 8,347 BLOCK M A 18BLOCK 4,461 593

95' - 0"

0.5 0.5 1 0.5 1

# UNITS # UNITS

F L O O R P L A NS | B L OCK M 625 596

24' 24'- 0" - 0"

TARGET 1 525 CHART SC # BATHSUNIT TYPE SF/UNIT GROUP TOTAL 1 625 SA STUDIO575 SB 1 1.5 800 1A 1 525 SC 1 BR 775 1 1B TOTAL 1 725 1C

0.5 # BEDS

0.5 14 1 8,347 A DATA 8 BLOCK 0.5 1 4,461

TOTAL

AVG SF NET SF # BATHS PER UNIT # UNITS # UNITS # BEDS

95' - 0"

## BEDS NET SF UNITS # BATHS

TOTAL BLOCK O

AVG AVGSFSF NET NETSFSF PER PERUNIT UNIT

25'24' - 8" - 0"

625 STUDIO575

BLOCK BLOCKON

AVG AVGSF SF NET NETSF SF PER PERUNIT UNIT

ramp dn

BLOCK BLOCKNM

AVG AVGSF SF NET NETSF SF PER PERUNIT UNIT

ramp dn

0.5 DATA 0.5

BLOCK BLOCK MA

AVG TARGET SF PER SF/UNIT UNIT

68' - 8"

# BEDS

BLOCK A

DATA

9/15/2017 TARGETCHART # BATHSUNIT TYPE SF/UNIT GROUP

68' - 8"

UNIT MATRIX

DATA

25' - 8"

at r iuxni t mat ri x F L O O R P L A NS | B L OCK M

43' - 5"

1/32”0' = 12” 8'

16'

32'

16'

32'

PLAN - LEVEL P1

_48

_25

_48

79%

CONCEPT PLAN - LEVEL P1

_25

STANDARD BRICK, GREY

METAL PANEL

03 BROAD ST

J vault

STANDARD BRICK, GREY

METAL PANEL mech

03 BROAD ST

L-B

ALUMINUM STOREFRONT

J G

L-A

vault

BUILDING ABOVE

L-B L-D

WEST ELEVATION [ FRANKLINTON ]

133 PARKING SPACES

SOUTH ELEVATION [BROAD ST]

1/32” = 12”

BELLE ST

L-C

mech

1/32” = 12”

BUILDING ABOVE

L-C

BUILDING ABOVE

L-E

1/32” = 12”

L-F

B E

L-E

BUILDING ABOVE

mech

L-G L-4

L-3 L-2.8

L2.2 L-2

L-1

mech

ramp dn

L-F

A C B

EAST ELEVATION 1/32” = 12”

ENLARGED ELEVATION L-4 L-3 L-2.8

mech

NORTH ELEVATION A

L-G

mech

1/32” = 12” L2.2 L-2

L-1

SCIOTO PENINSULA | COLUMBUS, OHIO | CONCEPT DESIGN | 2017.09.15

| COLUMBUS, OHIO | 09/01/17 SCIOTO | COLUMBUS, OHIO SCIOTO | 2017.09.01

EAST ELEVATION

CONCEPT PLAN - LEVEL P1

Unnamed

16'

32'

21' - 4"

133 PARKING SPACES

SOUTH ELEVATION [BROAD ST] C ramp dn

1/32” = 12”

BELLE ST

WEST ELEVATION [ FRANKLINTON ]

10' - 8" 10' - 8" 10' - 21' 8" -10' 4" - 8" 10' 10' -- 8" 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"

L-D

ROOF 174' - 8" LEVEL 6 164' - 0" LEVEL 5 153' - 4" LEVEL 4 142' - 8" LEVEL 3 ROOF 132' - 8" 0" 174' 2 LEVEL 6 121' - 0" 4" 164' LEVEL 5 153' - 4" 1 LEVEL 4 100' - 8" 0" 142' LEVEL 3 132' - 0" LEVEL 2 121' - 4"

21' - 4"

L-A

MATERIAL LEGEND ALUMINUM STOREFRONT

10' - 8" 10' - 8" 10' - 21' 8" -10' 4" - 8" 10' 10' -- 8" 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"

BUILDING EL EVATIONS | bl ock m

LEVEL 1 100' - 0" ROOF 174' - 8" LEVEL 6 164' - 0" LEVEL 5 153' - 4" LEVEL 4 142' - 8" LEVEL 3 ROOF 132' - 8" 0" 174' 2 LEVEL 6 121' - 0" 4" 164' LEVEL 5 153' - 4" 1 LEVEL 4 100' - 8" 0" 142' LEVEL 3 132' - 0" LEVEL 2 121' - 4"

64'

LEVEL 1 100' - 0"

_30

Pg. A-A1A

NORTH ELEVATION

1/32” = 12”

1/32” = 12” ENLARGED ELEVATION

SCIOTO PENINSULA | COLUMBUS, OHIO | CONCEPT DESIGN | 2017.09.15

| COLUMBUS, OHIO | 09/01/17 SCIOTO | COLUMBUS, OHIO SCIOTO | 2017.09.01

CONCEPT PLAN - LEVEL P1

Unnamed

professional work | 17

16'

_30

32'

64'

Pg. A-A1A

S G

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PROP. CONTOUR PA - MINOR PA PA CONTOUR TIE IN

These documents are incomplete, are

released for interim review only, and are not GD APPROVED: intended for regulatory approval, bidding,

DATE:

PROP. CONTOUR - MAJOR

DRAWN:

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roles fulfilled: district masterplanning and design feasibility studies for hospital renovation programming and visioning building design building visualization construction documentation structural and MEP coordination client relations

3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

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firm : OZ Architecture One of three members in the development of a feasibility study to rehabilitate an abandoned hospital into luxury rentals & condominiums. Responsible for design & visioning of larger surrounding urban context. Co-lead of building design and client relations. Major contributor to design documentation and delivery.

These documents are incomplete, are released for interim review only, and are not intended for regulatory approval, bidding, permit, or construction purposes.

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location : Colorado Springs, CO type : historic renovation size : 175,000 SF

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AS NOTED SCALE: SHEET NUMBER

L-201

professional work | 19

concept diagrams

01 existing hospital facade peeled away and replaced with corten steel and curtainwall

02 new two story form is introduced to increase building square footage & provide iconic form

03 iconic form is separated from the original structure with a glass transition creating the appearance of a floating top

04 a glass link connects the two halves creating a clean transition between opposing building forms

building elevations ACM PANEL

14' - 0"

LEVEL 1 114' - 0"

13' - 0"

LOWER LEVEL 100' - 0" BASEMENT LEVEL 87' - 0"

0’

10’

30’

SCALE: 1” = 1/16”

60’

14' - 0"

LEVEL 5 162' - 6"

LEVEL 4 150' - 0"

LEVEL 3 138' - 0"

LEVEL 2 126' - 0"

LEVEL 1 114' - 0"

12' - 6"

12' - 10"

LEVEL 5 162' - 6"

12' - 0"

12' - 0" 12' - 0"

WEST ELEVATION

13' - 0"

LEVEL 2 126' - 0"

12' - 0"

LEVEL 3 138' - 0"

LEVEL 6 175' - 3 1/2"

12' - 0"

CIP CONCRETE

LEVEL 4 150' - 0"

LEVEL 7 189' - 3 1/2"

LEVEL 6 175' - 3 1/2"

12' - 0"

LEVEL 5 162' - 6"

LEVEL 7 189' - 3 1/2"

14' - 0"

WEATHERED METAL PANEL

ROOF 203' - 3 1/2"

LOWER LEVEL LOWER LEVEL 100' - 0" 100' - 0" 13' - 0"

LEVEL 6 175' - 3 1/2"

14' - 0"

12' - 0"

12' - 6"

12' - 10"

14' - 0"

GL 02: STOREFRONT

14' - 0"

LEVEL 7 189' - 3 1/2"

ROOF 203' - 3 1/2"

12' - 10"

14' - 0"

GL 01: CURTAN WALL, LVL 5-7

12' - 6"

ROOF 203' - 3 1/2"

BASEMENT LEVEL BASEMENT LEVEL 87' - 0" 87' - 0"

REF

16' - 0"

E . REF

UNIT A3 419

413 REF

340 138,335

4 A-310

78.2%

4 A-311

458 421

ELEC 455

A-145

16' - 0"

REF

LOUNGE LEVELS 4 & 6 400

A-145

REF

4/20/2017 4:25:44 PM

1 A-145

UNIT A1 401

UNIT A1 402

L 73 423

The

5' - 0" CLEAR 424

REF

22' - 11"

UNIT B1 423

REF

5' - 0"A-304

UNIT A6 424

6' - 0" 16' - 0"

1 A-202 1 A-303

15' - 4"

6' - 0" 26' - 0"

N 2 A-310

5' - 9 7/8" 10"

2-Bedroom Units

16' - 0" 16' - 0"

C:\Revit Local Files\115038.00_St-Francis_A17_Central_Jfumuso.rvt

UNIT S2 425

B1 B2 B3 B4 B5 B6 B7 FrankB2 SIM B4 SIM 73

3 A-310

REF

16' - 0"

425

1 A-301

408

403

8 1 6 3

UNIT B2 406

8 1 6 3

7' - 8"

2 A-304

6' - 0"

1 1 1

REF

Unit Quantity Level 6

26' - 0"

404

1,035 940 1,035 1,100 960 1,495 1,440 1,255 1,210 Unit Unit Area Designation (NRSF)

STAIR 3 456

AD AC.1

UNIT A10 404

475

2 2

2 1 1

UNIT B2 SIM 405

DRAWN:

APPROVED: KD

04/20/2017

4 1

6 24 11 6 4 4 4 1 2 2 108

1 1

level 02 residences

14 level 0114,490 9 8,460 amenity

1 1,035 1 1,100 12 11,520 2 2,990 2 2,880 1 1,255 1 Quantity 1,210 Unit

6 2 2

level 00 parking & gym

THE FRANK 26' - 0"

6' - 0"

3' - 10"

ISSUED FOR: DESIGN DEVELOPMENT

26' - 0"

Level 1 A7

Level 2

Level 3

Level 4

Level 5

SHEET TITLE: LEVEL 4 FLOOR PLAN

5,040 18,000 9,130 4,710 2,760 2,240 3,200 785 1,790 1,670 92,445

level 03 residences

AA 32' - 4"

level 05 Total NRSF residences 2 950 2 level 04 950 residences 44 43,120

CHECKED: JF DATE:

Frank

Level 7

PROJ. NO. 115038

6' - 0"

1 A-203

UNIT A10 403

2 2

7' - 8"

2 2

REF

1 1 1

405

2 1

REF

26' - 0"

168' - 11"

406

5 A-454

6' - 0"

8 1

AE 407

456

32' - 4"

8 1 6 AF3

REF

422

402

401

UNIT A3 422

REF

409

455

5 A-452

4DW

A-801

REF 2

8 1 6 2

UNIT A10 407

410

454

453

457

411

TRASH 454

ELEVATOR 452

JAN 457

1 A-302

REF

BIKE STORAGE 458

REF

DW 16' - 0"

UNIT A3 421

980 840 750 830 785 690 560 800 785 895 835

1 A-311

UNIT A10 408

FLAGNOTE

REF

UNIT A2 411

Studios

420 UNIT A3 420

SF per floorplate 31,290 28,308 27,017 27,017 24,709 27,499 14,462 180,302

5' - 0" CLEAR

2 A-311

16' - 0"

Residential Level Main Level Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Total SF

A1 A2 A3 A4 A5 A6 A7 A4 SIM A5 SIM A8 A6 SIM Total

UNIT A1 409

412

UNIT A1 410

1-Bedroom Units

UNIT S2 412

16' - 0"

208' - 0"

level 06 residences

Total

5 A-310

NO.

UNIT A4 413

419

904

level 07 penthouse

PROJECT FLAGNOTES

14 15

138,335

* Measurement Conventions The Exterior FrankWalls: exterior face of sheathing, concrete or structural CMU Corridor Walls: face of stud framing at corridor side Stairs, Elevators, Shafts: of stud, concrete or CMU Unit outside Unitface Area Demising WallsDesignation Between Units:(NRSF) centerline of wall Level 1 Level 2 Level 3 Level 4 Level 5 Amenity Space, Lobby, Mechanical & Electricla rooms, etc: inside face of stud where adjacent to units S1 475

85%

REF

418

153

THE FRANK

Total *

Avg unit size 0 3003 Larimer Street 0 Denver, Colorado 80205 phone 303.861.5704 0 www.ozarch.com

825 E PIKES PEAK AVE, COLORADO SPRINGS, COLORADO

414

9' - 6"

UNIT A4 414

Lobby SF Residential GSF * Target NRSF * TARGET Unit count Actual unit count Avg. Unit size TARGET Efficiency Parking Req Parking Ratio Parking Provided Measured NRSF Projected Efficiency

417

UNIT A3 418

UNIT A3 417

REF

5' - 0" CLEAR

450

22' - 11"

10 11

23' - 0"

416

5 A-451

6' - 0"

REF

5 6

2 108 43

Target NRSF

17' - 0"

16' - 0"

415

24' - 2"

REF

180,302 430 1,485 1,500 176,887 150,354 95 153 904

94' - 6"

16' - 0"

3 A-311

Number

EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF ______. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. SEE SHEET A-600 FOR DOOR SCHEDULE. SEE A-700 SERIES SHEETS FOR UNIT PLANS.

Current NRSF Avg unit size Number 1% 950 475 71% 92,445 856 28% 44,940 1,045 3

Studio 1 BR 2 BR

Const Type DW

Building GSF (Measured) * Amenity Café Parking Garage SF 36

2 A-301

16' - 0"

1 2

The Frank

1 A-201

9/20/2016 The Frank

16' - 0"

FLOOR PLAN NOTES

10 7' - 2"

UNIT A5 415

16' - 0"

UPDATED

UNIT B1 416

1 A-204

21' - 5" 14' - 3"

6' - 0"

8 9' - 0 1/4"

18' - 6"

The Frank

12' - 3 3/4"

22' - 11"

6 4' - 11"

14' - 0"

64' - 6" 12' - 0"

new addition existing

12' - 6"

4 4' - 11"

3 12' - 3 3/4"

2 9' - 0 1/4"

Studios

1 A-310

Level 6

Frank

Level 7 1

Total NRSF 950

950

1/8" = 1'-0" SCALE: SHEET NUMBER

1 LEVEL 4 1/8" = 1'-0"

Total A1 A2 Total A3

980 840 750

8 1 6

16'

A-104

32'

8 1 6

8 1

4 1

professional work | 21 44 43,120 43

6 5,040 24 44,94018,000

01 RESIDENTIAL TOWER

8 STORY TOWER OVER EXST PARKING DECK

MIXED USE COMPACT 03

5 STORY PODIUM ON GRADE (not shown in detail)

02 MIXED USE COURTYARD

5 STORY PODIUM OVER UNDERGROUND PARKING GARAGE

CITYWAY URBAN INFILL location : Indianapolis, IN type : mixed use infill size : multiple blocks

firm : OZ Architecture One of three members in the development of a large scale urban infill project. Projects include a mid rise residential tower, 3 mixed use podium residences, and one mixed use compact residence. I fulfilled lead design and documentation roles in each project. Projects were conducted simultaneously, requiring individuals to wear multiple hats throughout the duration of the design process. roles fulfilled: viability studies & masterplanning concept design concept visualization & marketing co-project architect facade design & coordination design & development of residential units consultant coordination construction documentation construction administration

professional work | 23

REPOSE GRAY SPANDREL VIRACON

SOLARBLUE SPANDREL VIRACON

CITYSCAPE PAC-CLAD

MATTE BLACK PAC-CLAD

MATTE BLACK PAC-CLAD 11/22/2016 5:13:18 PM

CITYSCAPE PAC-CLAD

SOLARBLUE SPANDREL VIRACON

DAISY SW 6910

VISION GLASS SOLARBLUE

SPANDREL GLASS REPOSE GRAY

R26 C

59' - 6"

103A REF

TYPE A

ELEC METER ROOMS LOCATED ON LEVELS 2, 5, & 7, RE: ELECTRICAL

21.1

105A

107A

REF

UNIT T-A2 103 RE: 3 / A-701

111

3' - 9" 110A

112

ES112

PRV 112

DATA ROOM 111

R23 C

29' - 8 1/4"

REF

UNIT T-A2 105 RE: 3 / A-701

109A

UNIT T-A2 107 RE: 3 / A-701

R26 C

43' - 11 5/8" UNIT T-A3 109

R26 C

W12

RE: 1 / A-702

4 A-401

5.9

6' - 6"

R26 C

29' - 8"

W06

2' - 1 1/8"

W06.1

18' - 8 1/8"

W08

W07

TYPE B

MATERIAL 9" 8'PALETTE - 0"

17' - 4"

W09

1 A-402

7' - 6" FRMG

SPANDREL GLASS REPOSE GRAY

F.3

F.2 E.6 F

CITYSCAPE PAC-CLAD

W11

TYPE B

8' - 0" FRMG

21' - 1"

8' - 0" FRMG

21' - 7 3/8"

10' - 11 3/8"

1' - 11 1/8"

6.4

3 A-402

METAL PANEL CITYSCAPE

ACRYLIC LIGHT

VISION GLASS SOLARBLUE

D C.9

MATTE BLACK PAC-CLAD

C.2 C

A.3

A.i1

A.i2A.i3

A.i4

A.i6

VISION GLASS SOLARBLUE

TOWER LEVELS ONE (TWO - SEVEN SIM)

ANODIZED ALUMINUM

1/8" = 1'-0"

VISION GLASS SOLARBLUE

ANODIZED ALUMINUM

DAISY SW 6910

W09

EXISTING PARKING GARAGE

SOLARBLUE SPANDREL VIRACON

VISION GLASS SOLARBLUE

TYPE B

METAL PANEL MATTE BLACK

METAL PANEL CITYSCAPE

REPOSE GRAY SPANDREL VIRACON

21' - 1"

1 A-204

SOLARBLUE VIRACON

VISION GLASS SOLARBLUE

EXISTING PARKING GARAGE

W09

W08

3 A-505 21' - 1"

2 A-402

CRYSTAL GRAY VIRACON

SPANDREL GLASS SOLARBLUE

TYPE C

109B

W08

MATCHLINE

3 A-401

W10

FRMG

typical floor plan

107B

3' - 10"

105B

103B OP

E. ELEV E1

R23 C

29' - 8"

R26 C

101B

3 A-505

108A RE: 1 / A-413

RE: 2 / A-413

TOWER LEVEL ONE 165' - 4"

1 A-201

38' - 1 1/4" .

7' - 0" OPNG

2 A-401

W16

106A

CORRIDOR 100 EXPOSED CONC. WALL

4.6

E. STAIR S2

26 C

DW UNIT T-A4 101 RE: 2 / A-702

1 A-401

R23 C

101A

8' - 0" UP

26 C

104A 5' - 2"

16' - 0"

113 REF

VISION GLASS REPOSE GRAY

6 A-431

W13

RE: 1 / A-705

16' - 0" 9' - 4" 69' - 11"

102A

R26 C

UNIT T-A10 108 RE: 1 / A-703

REF WS112

3 A-505

16' - 11"

RE: 2 / A-701

W. ELEV E1

VISION GLASS REPOSE GRAY

UNIT T-B2 110

1 A-301

1' - 11 1/8"

43' - 11 5/8"

R26 C UNIT T-A1 106

REF

10' - 11 3/8"

W30

W27

29' - 10"

W. STAIR S1

21' - 7 3/8"

110B

29' - 4"

RE: 1 / A-701

REF

R26 C

8' - 0" FRMG

TYPE B

W27 108B

19' - 10 1/8" UNIT T-S1 104

TYPE A

W28

TYPE B OP

106B

48' - 1 3/8"

UNIT T-B1 102 RE: 1 / A-704

W28

W29

21' - 1"

62' - 6"

8' - 0" FRMG

2' - 7" OPNG

TYPE C

REF

4' - 6" 2' - 3" 18' - 2"

W17

6.4

SPANDREL GLASS SOLARBLUE

21' - 1"

1 A-203

METAL PANEL MATTE BLACK

W27 102C

METAL PANEL MATTE BLACK METAL PANEL DAISY

7' - 6" FRMG

W09

TYPE B

102B

14' - 11"

SOLARBLUE VIRACON

21' - 1"

1 A-420

METAL PANEL DAISY C:\Revit Local Files\114214_Cityway Ph2_Bldg C_A16\114214_Cityway Ph2_Bldg C_A16_saller.rvt

CRYSTAL GRAY VIRACON

SOLARBLUE VIRACON

8' - 0" FRMG

OP OP

6 A-433

4.6

CRYSTAL GRAY VIRACON

W26

W25 OP

7' - 0" OPNG

5.9

MATERIAL PALETTE

17' - 4"

18' - 5"

3 A-505

2' - 3" 4' - 6"

MATERIAL PALETTE

W25.1

27' - 6"

CityWay Tower, standing 100â&#x20AC;&#x2122; atop an existing six story parking garage, serves as the anchor for complex. The tower is home to 80 units of varying size and a rooftop amenity. Units take full vantage of their height and proximity to downtown with floor to ceiling glass & large outdoor patios.

18' - 8 1/8"

2' - 7" OPNG

2' - 1 1/8"

171' - 1 1/8" MATCHLINE

01 RESIDENTIAL TOWER

4 A-402

2 A-301

5 A-402

16'

32'

METAL PANEL CITYSCAPE

CIP CONCRETE

CIP CONCRETE METAL PANEL CITYSCAPE

ANODIZED ALUMINUM YKK ANODIZED ALUMINUM YKK

CIP CONCRETE

METAL PANEL MATTE BLACK METAL PANEL MATTE BLACK ACRYLIC LIGHT SPANDREL GLASS SOLARBLUE

CIP CONCRETE

TBD CIP CONCRETE TBD

FLUTED CONCRETE

TBD FLUTED CONCRETE TBD

VISION GLASS SOLARBLUE

ANODIZED ALUMINUM YKK

ACRYLIC LIGHT SPANDREL GLASS SOLARBLUE

FLUTED CONCRETE ACRYLIC LIGHT CIP CONCRETE TBD

VISION GLASS SOLARBLUE

SPANDRELCIP GLASS CONCRETE SOLARBLUE

CIP CONCRETE

VISION GLASS SOLARBLUE

ACRYLIC LIGHT TBD

ACRYLIC LIGHT ACRYLIC LIGHT TBD TBD

CitywayCityway Phase II |Phase Indianapolis, IN | CA | 01.16.2017 II | Indianapolis, IN | CA | 01.16.2017

FLUTED CONCRETE TBD

SOUTH ELEVATION SOUTH ELEVATION

Cityway Phase II | Indianapolis, IN | CA | 01.16.2017 Pg. 1

WEST ELEVATION Pg. 1

Pg. 4

2' - 10" 2' - 10" 5' - 8" 3' - 6"

6' - 8" 6' - 8" 6' - 8" 6' - 8"

1 3/4" 1 3/4" 1 3/4" 1 3/8"

WD WD WD WD

RD3 RD3 RD8 RD6

WD WD WD WD

4 7/8" 4 7/8" 4 7/8"

UNIT FINISH NOTES 1. 2. 3.

FURNITURE IS INDICATED FOR REFERENCE ONLY AND IS NIC. FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O. FLOORING TO EXTEND UNDER COUNTERS, APPLIANCES, AND REMOVABLE BASE CABINETS. 4. PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O. 5. WINDOWS TO RECEIVE ROLLER SHADE WINDOW TREATMENT . 6. SWING GLASS DOORS TO RECEIVE SAME WINDOW TREATMENT AS WINDOW WALL. 7. SEE SHEET A-700 FOR FINISH SCHEDULE. 8. SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR ADDITIONAL CEILING PLAN LEGEND INFORMATION.

MANUAL ROLLER SHADE WINDOW TREATMENT, TYP. AT ALL UNITS U.N.O. EXPOSED SUPPLY DUCTS, TYP. AT ALL UNITS; RE: MECHANICAL 10' - 7 3/8" HOLD

3' - 3 1/8"

5' - 11 7/8"

6' - 6"

ACCOUSTIC CEILING PANEL

UNIT RCP NOTES

9'-4"WATER 26 .

2' - 4 1/4" C.L.

WOOD ACCENT WALL

EQ ALIGN

TILE

6' - 6"

8'-0"ELEC PANEL; RE: ELEC

BEDROOM

F1 8'-0"

3' - 11"

CRPT EQ

OFFICE

CEILING FAN

FLORESCENT TROFFER LIGHT FLORESCENT TROFFER LIGHT

11 ALIGN

6' - 6"

8'-0"

1' - 6"

COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCE FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE CEILING HEIGHTS INDICATED. 3. DIMENSIONS ARE TO FINISH U.N.O. 4. ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, OR LIGHTING & MECH. RCP LEGEND ELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 5. COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT. DECORATIVE PENDANT LIGHT 6. LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BE SURFACE MOUNTED - DOME LIGHTELEMENTS AND CENTERED ON EQUALLY SPACED AND ALIGNED WITH ADJACENT CEILING TILE, U.N.O. SURFACE MOUNTED - DECORATIVE LIGHT 7. PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILING ASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7. WALL MOUNTED - UTILITY LIGHT 8. DUCT LAYOUT IS CONCEPTUAL - VERIFY FINAL LAYOUT WITH MECHANICAL. RECESSED CAN LIGHT

WOOD EQ

SUPPLY DIFFUSER

13 EQ

3' - 0" OP

3' - 6"

CENTER FIXTURE ON RANGE

REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHT NOT IN SCOPE AND SIMILAR ITEMS. REFER TO ENGINEERING FIXTURES, DIFFUSERS, DEVICES, DRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THE METAL PANEL SOFFIT ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

DINING

WOOD

LIVING ROOM

23' - 8 7/8"

C8 EQ

9'-4"

3' - 4" CLEAR WOOD

PAN.

6' - 10 1/8"

BATHROOM EQ B-4 TYPE

LAUNDRY EQ

3' - 11 3/4"

HEATER

RETURN AIR GRILL

OP EXPOSED SUPPLY DUCT

BALCONY

11' - 10"

1/4" = 1'-0"

0' 1' 2'

9 3/8"

1' - 7 5/8"

9' - 11"

ALIGN

9' - 3 3/4"

CEILING PLAN LEGEND 13' - 4 3/4"

TILE TILE

TILE

B1 CRPT B1

BATHROOM TYPE B-5

CRPT

5' - 8 5/8"

CRPT

9' - 8" HOLD

WOOD

2' - 5" PANTRY SHELVING

TILE

3' - 3 3/8"

11.22.2016

REVISIONS

CITYWAY PHASE II BUILDING C

ISSUED FOR: CONSTRUCTION SHEET TITLE: UNIT PLANS

ACCOUSTIC CEILING PANEL

BUILDING

METAL PANEL SOFFIT

PROJ. NO. 114214.00 DRAWN:

BATHROOM TYPE B-4

CHECKED: DJ LIGHTING & MECH. RCP LEGEND

APPROVED: KD

DECORATIVE PENDANT LIGHT

DATE:

SURFACE MOUNTED - DOME LIGHT

REVISIONS

11.22.2016

WALL MOUNTED - UTILITY LIGHT 6' - 6 5/8"

LAUNDRY

6 A-812

RECESSED CAN LIGHT

1 A-813

CEILING FAN

KITCHEN TYPE K-7

FLORESCENT TROFFER LIGHT

D1 1' - 6" MIN

WH .

SUPPLY DIFFUSER

4' - 5 1/4"

REF

FLORESCENT TROFFER LIGHT

RETURN AIR GRILL EXPOSED SUPPLY DUCT

5' - 8 3/4"

two bedroom unit SF 1 UNIT T-B2 - 960 COUNT:7 1/4" = 1'-0"

DATE:

SURFACE MOUNTED - DECORATIVE LIGHT

7' - 6 3/4"

GYP. BOARD

1 A-804

CHECKED: DJ

NOT IN SCOPE

ELEC PANEL; RE: ELEC 9' - 7"

SHELF AND ROD

DRAWN:

APPROVED: KD

OPEN TO STRUCTURE ABOVE

6' - 10 1/4"

4' - 1"

16' - 9"

WOOD ACCENT WALL

TILE

BEDROOM

CRPT

BEDROOM

LIVING ROOM

PROJ. NO. 114214.00

A-702

16'

1/4" = 1'-0"

As indicated SCALE: SHEET NUMBER

UNIT T-A3 - 875 bedroom unitSF 1 one COUNT: 7 2 UNIT T-B2 RCP

BALCONY

BUILDING

OPEN TO STRUCTURE ABOVE

5' - 0"

8'-0"

KITCHEN TYPE K-3

3' - 9 3/4"

9'-4"

7' - 0"

13' - 5 7/8"

6' - 5 3/4"

GYP. BOARD

5' - 7 1/4"

REF

2' - 9"

6 A-812

2' - 5"

10"

6' - 6"

3' - 0"

9' - 10 1/2" HOLD 7' - 1 1/2"

6' - 2" EQ

1 A-802

CRPT

1 813

2' - 10" 2' - 10" 2' - 10" 3' - 6"

302 S. LOUISIANA ST. INDIANAPOLIS, IN, 46204

1 1 2 1

CITYWA

2P-F 5P-F FG F

CITYWAY PHASE II - BUILDING C

D1 D2 E1 F1

3' - 4 5/8"

CITYWAY PHASE II BUILDING C

ISSUED FOR: CONSTRUCTION SHEET TITLE: UNIT PLANS As indicated SCALE: SHEET NUMBER

0' 1' 2'

16'

A-705

professional work | 25

EL.1 EXT CON U.N. INTE OR C "HO SEE SHE U.N. PAR MAIN PAR ASS WHE THE U.N. WHE DIM PAR WHE FIRE ACC PRO THE CON CON FIEL AND SEE BAR SEE SEE WHE RE:

02 MIXED USE COURTYARD

CityWay Courtyard Residences provide a tight knit urban living experience with a pedestrian focus. By submerging all site parking, we were able to create an undulating complex of interlocked building masses and landscape features free of automotive imposition. Units range from high end walkup townhomes to efficiency studios.

1 A-301B2

5 6 7

100L

EW2

EW4

10 11

UNIT A2B 150

EW4

RE: 1 / A-703

WS35

14 15 16

141B

EW2

100N

VEST V4

8 A-507

ELEV E4

EW13

2 A-431B2

141A

EW13

5.3 10.1

OFCI WALL FINISH

STAIR S4

6 A-507

W26

S107

139B

5.4

UNIT B5 251 RE: 1 / A-714

W26

TYPE A GUARDRAIL, RE: ENLARGED BALCONY PLANS FIRE EXTINGUISHER CABINET, 75' MAX. TRAVEL DISTANCE TO S205 W26 STAIR W26 S4

SEMI-RECESSED 3 EXTINGUISHER A-431B2

WS35 W24

171A .

EW3

W26

1B 2

W94

WS35

137B

99' - 4" T/PT SLAB

EW2

UNIT A3A 137 RE: 3 / A-703

266B

W94

3 A-511

W94

EW2

EW2 EW2

W94

UNIT A2A 133 RE: 3 / A-702

146A

W34

UNIT B3B 135 RE: 3 / A-710

2 A-401B2

5.8

8 A-515

CORRUGATED METAL UNIT B4A 144 RE: 1 / A-711

142A

W94

RE: 3 / A-702

W94

UNIT A2A 140 RE: 3 / A-702

8 A-501

TYP

136A

WS35

3' - 0"

W34

TRASH TC3

W94

STAIR S5 DN

UNIT S1 136

142B

S4 8 A-515

8 A-633

2 A-402B2

EW1

140B

9 A-511

. UNIT B6 134 RE: 3 / A-714

EW4

S105

3 A-511

EW1

TYP

EW1

6 A-431B2 5 A-402B2

BUILDING B: ARCH 100'-0" = USGS 718.00

1 A-201B2

EW1

4 A-511 1 A-403B2

2 A-403B2

MATERIAL PALETTE

PAC-CLAD CITYSCAPE

HARDI LAP SIDING GAUNTLET GRAY

CORRUGATED METAL

HARDI PANEL CONFIDENT YELLOW

HARDI PANEL DOWN POUR

PAC-CLAD CITYSCAPE

W34

DOWN POUR

BRAMPTON BRICK CHARCOAL - SMOOTH

PAC-CLAD SW 6516 CITYSCAPE

CORRUGATED METAL

HARDI PANEL CONFIDENT YELLOW

PAC-CLAD MATTE BLACK

GAUNTLET GRAY PAC-CLAD SW 7019

WEST ELEVATION

5.4

UNIT C5B 239 RE: 3 / A-718

W94

UNIT A2A 241

EW4

RE: 3 / A-702

CORRIDOR 200C

8 A-501

W94

DRAWN:

262B

IT ROOM 271

DATE:

W94

UNIT A2A 258

W94

UNIT A2A 256 RE: 3 / A-702

RE: 3 / A-702

3 / A-702

7 A-515 TYP

TRASH TC3

STAIR S5

12.16.2016

3 A-201B2

1 A-421B2

W34

TC32

2 ENLARGED IN

W14

260B

258B

5.8

4 A-402B2

5 A-421B2

4 A-423

TYP

EW4

RE: 3 / A-714

2 A-511

EW3

5.8

EW3

9 A-511

. UNIT B6 252

UNIT S1 254 RE: 1 / A-701

256B

EW3

1/4" = 1'-0"

S204

W14

252B

EW3

5.6

EW4 EW1

TYP

3 A-402B2

252A

W14

REVISIONS:

KEY PLAN

271A

W94

EW1 EW3

W34 W24 C

EW8

W94

W34

6' - 6"

10.1

APPROVED: KD

WS35

64 C

CHECKED: DJ

8 A-633 5.5

2 A-402B2

64 C

254A

UNIT A2A 260

3 A-421B2

3 A-403B2

W34

WS35

256A

239A

EW1

UNIT B4A 262 RE: 1 / A-711

6' - 4"

10.1

PROJ. NO. 114214.00RE:

241A

BUILDING

10 A-431B1

1 A-402B2

4 A-201B2

4 A-403B2

EW2

258A

TYP

CITYSCAPE

HARDI LAP SIDING GAUNTLET GRAY

HARDI PANEL DOWN POUR

PAC-CLAD CITYSCAPE

5.8

EW3

7 A-431B2

EW8

EW1

5 A-402B2

EW1

EW4

1 A-403B2

4 A-511

2 A-403B2

4 A-422

1 A-201B2

CITYWAY PHASE II

B1.1

ISSUED FOR: 100% CONSTRUCTION DOCUMENTS

typical upper floor plan 1

16'

SHEET TITLE: B1.2 LEVEL ONE PLAN LEVELB2 TWO PLAN - BUILDING B2 1/8" = 1'-0"

As indicated SCALE: SHEET NUMBER

32'

A-101B2

PAC-CLAD CITYSCAPE

HARDI LAP SIDING GAUNTLET GRAY

PAC-CLAD CITYSCAPE

BRAMPTON BRICK CHARCOAL - SMOOTH

HARDI PANEL DOWN POUR

CEDAR SCREEN

HARDI PANEL SAMOVAR SILVER

MATTE BLACK PAC-CLAD

TREX DECK CITYSCAPE SCREEN PAC-CLAD

NOTE: ALL EXTERIOR VENTS & DOWNSPOUTS TO MATCH CAP FLASHING ABOVE

BUILDING B2

EW4

EW2

PAC-CLAD MATTE BLACK

SAMOVAR SILVER SW 6233

NOTE:

5 A-403B2

EW2

CORRUGATED METAL

TREX DECK SCREEN WALL

ianapolis, IN | CA | 01.11.2017

EW3

WS35

PAC-CLAD MATTE BLACK

WEST ELEVATION

W94

243A

WS35

PAC-CLAD MATTE BLACK

METALLIC SILVER METAL SALES MFG

EW3

W94

260A

10 A-633

PAC-CLAD

5.7

241B

239B

EQ 262A

K.8

1/8" = 1'-0"

CITYSCAPE NORTH ELEVATION

EW3

5.7

EW2

UNIT A2A 243 RE: 3 / A-702

UNIT B3B 245 RE: 3 / A-710

3 A-203B1

1 LEVEL ONE PLAN - BUILDING B2

BRAMPTON BRICK CHARCOAL - SMOOTH

EW3

243B

EW2

264A

3 A-401B2

12/15/2016 4:50:25 PM

ground floor plan

12/15/2016 4:49:52 PM

EW1

W14

134B

EW1

245B

EW1

2 A-301B2

BRAMPTON BRICK CHARCOAL - SMOOTH

TC31

W14

EW3

3 A-201B2

W34

138B

EW1 EW1

4 A-402B2

3 A-402B2

100J

W14

RE: 1 / A-701

90 .0 0°

WS35

S106

W94

144B

100' - 0"

CORRIDOR 100D

CORRUGATED METAL .

UNIT A2A 138 RE: 3 / A-702

2 A-102B2

5.3

EW3 EW2

245A

172A

W94

5.7

EW3

134A

W24

JAN 172

247B

3 A-403B2

W34

WS35 138A

EW3 W94

UNIT A3A 247 RE: 3 / A-703

EW3

129A

131A

EQ CJ

PAC-CLAD MATTE BLACK HARDI PANEL DOWN POUR

CEDAR SCREEN

RE: 1 / A-707

EW3

W94

140A

W94

5.3

WS35

2' - 4"

UNIT A2A 142

1 A-402B2

. 133A

WS35 10.1

UNIT B1A 264

264B

EW4

C:\Revit Local Files\114214_Cityway Ph2_Bldg A & B_A16\114214_Cityway Ph2_Bldg A & B_A16_saller.rvt

9 A-633

K.8

144A

HARDI LAP SIDING GAUNTLET GRAY

WS35

4 A-403B2

2 A-401B2

3 A-401B2

EW3

1 A-401B2

UNIT C5A 129 RE: 1 / A-718

135A

2 A-301B2

TYP

A-421B2 1/4" = 1'-0"

EW4

W94

W94 EW1

129B

MATERIAL PALETTE

C:\Revit Local Files\114214_Cityway Ph2_Bldg A & B_A16\114214_Cityway Ph2_Bldg A & B_A16_saller.rvt

129C

W94

UNIT A2A 131 RE: 3 / A-702

W94 3 A-511

131B

EW2

EW3

2 ENLARGED INTERIOR CORNER

EW2

WS35 CJ

UNIT B1A 146 RE: 1 / A-707

EW2

BRAMPTON BRICK CHARCOAL - SMOOTH

133B

135B

EW1

247A

2 A-202B2

5 A-403B2 EW2

CORRUGATED METAL

EW1 TYP

EW2 EW2

RE: 3 / A-703 5 A-201B2

2 A-101B2 10.1

PAC-CLAD MATTE BLACK HARDI PANEL DOWN POUR

WS35

5.8

137A

J 2 A-202B2

EW3

W34

266A

UNIT A3A 266

10' - 0"

148B

5.3

W16

W14

RE: 3 / A-703

272A

EW3

EW2

W34

148A

UNIT A3A 148

5.7

UNIT A3A 249

249A

W24

A-20

W16

W14

PAC-CLAD MATTE BLACK

SOUTH ELEVATION

TREX DECK SCREEN

Pg. 7 TREX DECK SCREEN

T T T T T T S E

249B

10.1

IT ROOM 272

CITYWAY PHASE II

W26

4 A-201B2

RE: 3 / A-703

5.3 5.4 5.5 5.6 5.7 5.8 10.1

W94

RENT STRG 273

EW1

139A

NO. EW3

OFCI WALL FINISH

273A

RENT STRG 171

EW2

251A

W34

W34 C

ELEV

PROJECT FLAGNOTES E4 FLAGNOTE

EW2

UNIT A3A 139 RE: 3 / A-703

W24

EW1

CHARCOAL - SMOOTH BRAMPTON BRICK

13 14 15 16

EW4

251B

268A

NO.

W94

WS35

RAY

MATTE BLACK PAC-CLAD

EW4

2 A-421B2

EW2

100' - 0"

146B

CITYSCAPE PAC-CLAD

9 10 11

1 A-404B2

2 A-404B2

EW2

EW1

7 A-507

9 A-507

5.3

NORTH ELEVATION

5 6

EW1

WHERE A UNIT TYPE IS DENOTED WITH AN (*), A LARGER KITCHEN IS ALLOWED; RE: ENLARGED UNIT TYPE FOR MORE INFORMATION.

UNIT B5 141 RE: 1 / A-714

5' - 6"

10.1

W34

100M

EW8

1 A-401B2

CONFIDENT YELLOW SW 6911

A-202B2 3003 Larimer Street A-404B2 Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

4' - 6"

W36

CEDAR SCREEN

SAMOVAR SILVER SW 6233

322 LOUISIANA ST INDIANAPOLIS, IN 46204

150A

EW1

CORRUGATED METAL

GAUNTLET GRAY SW 7019

U.N.O. EW4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM FRAMED DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 268B WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC EW4CHAPTER 7. PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB UNIT B4E BARS. 268 SEE SHEET A-600 FOR DOOR SCHEDULE. RE: 1 / A-713 SEE A-700 SERIES SHEETS FOR UNIT PLANS.

1 A-404B2

2 A-404B2

EW1

150B

1 A-301B2

EW1

HARDI LAP SIDING GAUNTLET GRAY

DOWN POUR SW 6516

1 A-202B2

EW4

EW1

ELLOW

6 7

3 A-404B2

EL.100'-0" (LEVEL 1, BLDG B) EQUATES TO USGS DATUM ELEVATION OF 718.00. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 5.3 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, EW1 THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN

1 2

FLOOR PLAN NOTES 1 2

PAC-CLAD

professional work | 27

Design Logic 1

initial concept sketches

Design Logic 1

A mass is projected from the property line identifying the maximum buildable extents of the site.

The building aligns itself to existing urban fabric conditions; both height and historic facade proportions are taken into account.

A mass is projected from the property line identifying the maximum buildable extents of the site.

The building aligns itself to existing urban fabric conditions; both height and historic facade proportions are taken into account.

Design Logic 1

to existing urban fabric 2PLATTE 15 conditions; both height The building aligns itself

A mass is projected from the property line identifying the maximum buildable extents of the site.

and historic :facade location Denver, CO proportions are taken into account. type : Office | Mixed Use size : 160,000 SF

firm : OZ Architecture One of three members in the development of an office infill in historic lower downtown Denver. Co-Design lead of concept. Key member in the decision to pursue CLT construction, making it the first CLT building in Denver. Integral part of larger Voids are cut into the facade to create a effort of surrounding 3masterplannig permeable streetscape The building aligns itself that relates to the human properties for district feasibility study. 2 to existing urban fabric

Design Logic

15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT DESIGN | 7.20.2015

4 1

A large transparent mass is depressed within the contextual volume below. The form is then rotated DESIGN | 7.20.2015 15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT as a gesture of opening up to the views of downtown found directly to the southeast/east. A large transparent mass is depressed within the contextual volume below. The form is then rotated as a gesture of opening up to the views of downtown found directly to the southeast/east.

ESIGN | 7.20.2015

15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT DESIGN | 7.20.2015

A large transparent mass is depressed within the contextual volume below. A mass is projected The form is then rotated from the property line as a gesture of opening up identifying the maximum to the views of downtown buildable extents of the found directly to the site. southeast/east.

Voids are cut into the facade to create a permeable streetscape that relates to the human scale and encourages user interaction.

Voids are cut into the facade to create a

scale and encourages user conditions; both height interaction. and historic facade proportions are taken into account.

roles fulfilled: Co-Design lead project feasibility studies building programming & layout concept visualization intermittent construction documentation CLT research district masterplanning study

15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT DESIGN | 7.20.2015 permeable streetscape that relates to the human scale and encourages user interaction.

A large transparent mass is depressed within the contextual volume below. The form is then rotated as a gesture of opening up to the views of downtown found directly to the southeast/east.

Voids are cut into the facade to create a permeable streetscape that relates to the human scale and encourages user interaction.

15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT DESIGN | 7.20.2015

concept diagrams

15TH + PLATTE | DENVER, COLORADO | 100% CONCEPT DESIGN | 7.20.2015

professional work | 29

30' - 0"

PROJECT FLAGNOTES

4' - 1"

FLOOR PLAN NOTES 1 2

16' - 0"

EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 5189.94 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. SEE SHEET A-600 FOR DOOR SCHEDULE. AT THE TRANSFORMER ROOM DOORS USE A SIX INCH (6”) ANGLE IRON FOR THE BARRIER UNDER THE ENTRY DOORS BETWEEN THE ROOM AND THE OUTSIDE (NO RE-BAR). THIS WILL KEEP RAIN AND SNOWMELT OUT OF THE OIL CONTAINMENT TANK. IN THE EVENT THE TRANSFORMER IS TO BE REMOVED, XCEL ENERGY WILL REMOVE AND REPLACE THIS BARRIER.

2 A-301

23' - 0" 2' - 0" 3' - 8" FOS

1 A-303

5' - 0"

1 A-401

7 8 9

2' - 0"

10 11

16' - 0"

F2A

STAIR 1 320

4' - 0"

3 A-455

NO.

6' - 6"

16' - 0"

4' - 0"

16' - 0"

4' - 0"

EQ EQ

3.5

4' - 0"

EQ EQ

10' - 0"

2 A-202

30' - 0"

4' - 0" 16' - 0"

OFFICE 312

MENS 306

EW3

SHAFT

30' - 0"

2' - 0" 8' - 0"

56 G

306A

WOMENS 305

ELEV P2 304

STAIR 2 301

56 G

NOT FOR CONSTRUCTION

ELEC 307

21.5

307A

300B

5 A-456

EW2B

OFFICE 412

8.1

5' - 0"

5' - 0" 4' - 4"

4' - 0"

16' - 0"

2' - 0"

8' - 0"

4' - 0"

16' - 0"

4' - 0"

1 A-202

4 A-404

3/8" / 1'-0"

EW3

22.19

30' - 0"

2 A-301

86 C

43 C

E2C

2' - 10"

SLOPE DN 9.38%

26.17

26.9

22' - 9"

24' - 0"

1/4" / 1'-0"

1/8" / 1'-0"

BUILDING OVERHEAD

1/8"

22.20

1'-0"

22.20

8' - 6"

1/ 8"

3' - 0"

8' - 6"

/ 1'-0 "

/ 1'0"

8' - 6"

NO. 1.1 3.5 3.6 3.7 5.12 5.15

8' - 6"

23' - 4"

5.17 5.18 9.1 10.3 10.10 21.1 21.3 21.5 22.11 22.12 22.19 22.20 23.17 26.3 26.7 26.8 26.9 26.16 26.17 32.2 32.3 32.5

18' - 11"

32.5

EW1

99' - 4 3/4"

8' - 0"

USGS: 5189.34'

111D

BUILDING OVERHEAD

3.5

17' - 6"

6' - 1" 8' - 6"

32.3

/ 1'0"

23' - 0"

1/ 8"

-0 " / 1'

WOMEN'S 107

MEN'S 108

112E

112F 100' - 0"

100' - 0"

4 A-502

23.17

113A

100' - 0" USGS: 5189.94'

STAIR 2 101

ELEV P2 104

EW3

4 A-502

110A

3.7

STAIR 6

STAIR 5

114A WOMEN'S 113

4 A-502

112D 100' - 0"

STAIR 4

9.1

MEN'S 114

3.7 5.15

21.5 9.1

122A

STOR. 122

21.5

4' - 0"

5 21.3

5.17 DN

100D

3 A-456

EW2

IN-404

1.1

STAIR 9

IN-404

2 A-502 5' - 1"

EW2B

98' - 3 1/2"

IN-404

30' - 0"

STAIR 7

USGS: 5187.70'

1 A-302

100B

11' - 8"

2' - 7"

7' - 6"

1.1

5 A-502

26.7

7' - 6"

3' - 10"

STAIR 8

11 A-504

5.15

EW2

B.2

112A

112B

E1A 4' - 4"

26' - 0"

EW2

112C

EW2

E1B 4' - 0"

26' - 0"

1 A-301

typical floor plans

1 A-402

ROOF OVERHANG ABOVE

D.6

2 A-201

E.3

2 A-402

E1C 4' - 0"

109' - 8"

4 A-401

COMMENTS/ TYPES

PARKING SPACES

LEVEL P2 8'-6" x 17'-6" - 90 Degree 7'-6" x 17'-6" - 90 Degree 8'-6" x 17'-6" - 90 Degree

LEVEL P2 LEVEL P2 LEVEL P2

ACCESSIBLE COMPACT STANDARD

1 9 93 103

LEVEL P1 8'-6" x 17'-6" - 90 Degree 7'-6" x 17'-6" - 90 Degree 8'-6" x 17'-6" - 90 Degree

LEVEL P1 LEVEL P1 LEVEL P1

ACCESSIBLE COMPACT STANDARD

2 9 90 101

LEVEL 1

ACCESSIBLE W/ AISLE COMPACT STANDARD VAN ACCESSIBLE

LEVEL 1 8'-6"' x 17'-6"' (5' Aisle) 7'-6" x 17'-6" - 90 Degree

LEVEL 1 LEVEL 1 LEVEL 1

8'-6"' x 17'-6"' (8' Aisle)

8 A-634

LEVEL 3 128' - 3"

73' - 0" 8.1 OFFICE 212

OFFICE 212

4 A-634 8.3

4 A-505

3 A-505

2 A-505

1 A-505

2 A-505

2 A-634

LEVEL 2 115' - 0"

5 A-635

10.8

5' - 0"

112' - 0"

8.1

3 A-502

31 A-305

7.9

1 5 28 2 36 240

10' - 0"

103' - 0"

6 A-504

4 A-503

1/8" / 1'-0"

PARKING P1 P100

1 A-634

SIM.

5189.34

LEVEL 1 100' - 0"

8' - 0"

NOT FOR CONSTRUCTION F6

LEVEL 1 100' - 0"

7.9

8' - 0" PARKING P1 P100

3 A-503

7.9

LEVEL 1 100' - 0"

3 A-503

8.4

RETAIL 111

PARKING P1 P100

3 A-503

LEVEL P1 89' - 0"

MECH P208 PROJ. NO. 114131.00 DRAWN:

PARKING P2 P200

CHECKED: OZ

PARKING P2 P200

APPROVED: KD DATE:

2017.08.14

1 A-503 F7

LEVEL P2 80' - 0"

PARKING P2 P200

1 A-503

1 A-503 F7

LEVEL P2 80' - 0"

PLATTE FIFTEEN

3.7

5.15

1' - 0"

PROPERTY LINE

3 A-403

1' - 9 3/8"

E3A 5.15

5' - 4"

7' - 6"

3' - 7"

7' - 0"

1 A-504

100A

BUILDING PERIMETER ABOVE

E6A

4' - 7"

EW2

3 A-401

BUILDING PERIMETER ABOVE

E3B

1' - 4 3/4" 2' - 8 1/4"

3 A-305 15' - 5"

97' - 9 1/8"

USGS: 5187.90'

5.18

1' - 8 1/2"

5' - 0"

EW2

3' - 8"

7 1 A-305

2 A-403

97' - 11 1/2"

USGS: 5188.22'

23.17

3' - 3 3/4"

1 A-302

18' - 2"

8/15/2017 3:39:53 PM

RETAIL 112

2 111A

C:\Revit Local Files\114131.00_15Platte_A16\114131.00_15Platte_A16_jlevy.rvt

26' - 0"

E2A

26' - 0"

EW2

E9 4' - 0"

12' - 0"

EW2 3' - 4" 2' - 9"

2 A-504

2' - 7 3/4"

2 A-301

1 A-403

ISSUED FOR: PERMIT SET

8/15/2017 3:45:36 PM

111B

115A ELEC 115

108A

C:\Revit Local Files\114131.00_15Platte_A16\114131.00_15Platte_A16_jlevy.rvt

EW3

STAIR 3 110

EW1

LOBBY 100

ELEV P1 103

3.5

7' - 2"

7' - 10"

4' - 0"

30' - 0"

0" 1'-

E2A

26.8

EW3

EW1A

43 C

10.3

107A

43 C

5.12

6 A-502

6' - 11 1/2"

105B

105A

0 0

100C

SERVICE ELEV S1 102

26.7

26' - 0"

6 A-502

26.7

111F

2 A-305

5.12

2' - 10"

1/8

EW2

4 A-305

5.12

5.12 9' - 3"

LEVEL

6 A-634

EW2

22.20

3' - 0"

22.20

1 A-451

2 A-202

1/ 8"

99' - 4 3/4" USGS: 5189.34'

1/8

1' - 3"

30' - 0"

E2B 111C

1/8 " / 1'-0 "

3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

112' - 0"

RETAIL 111

PARKING SPACE TABULATION

0" 1'"/

EW2

FLAGNOTE ALIGN 3.5" CONCRETE EQUIPMENT PAD, RE: STRUCTURAL 6" CONCRETE EQUIPMENT PAD, RE: STRUCTURAL CAST-IN-PLACE CONCRETE STAIR STEEL BOLLARD, PTD, RE: DETAILS PAINTED METAL HANDRAIL WITH GROUND EXTENSIONS, RE: DETAILS/SPECS METAL WALL MOUNTED HANDRAIL, RE: DETAILS HEEL-PROOF EXHAUST GRILLE, RE: DETAILS/SPECS FUTURE DEMISING WALL BY TENANT INTERIOR BIKE RACK WALL MTD SYSTEM PARKING BARRIER ARM, RE: SPEC FIRE DEPT INLET CONNETION, RE: PLUMBING CLASS I STANDPIPE, RE: PLUMBING SURFACE MOUNTED FIRE EXTINGUISER CABINET GAS METER RE: PLUMBING BACKFLOW PREVENTER RE: PLUMBING GREASE REMOVAL HOSE CONNECTION, RE: PLUMBING FLOOR DRAIN, RE: PLUMBING CABINET UNIT HEATER, RE: MECH TRANSFORMER, RE: ELECTRICAL CARD READER, RE: ELECTIRCAL MAIN DISTRIBUTION CENTER 'MDC'RE: ELECTIRCAL DIESEL EMERGENCY GENERATOR RE: ELECTRICAL CONNECTION CABINET RE: ELEC MAIN SWITCHGEAR W/ 2,000 AMP BREAKER RE: ELEC EXISTING STORM INLET TO REMAIN, RE: CIVIL 4" PAVING STRIPING, TYP, RE: CIVIL PAINTED DIRECTIONAL ARROW, TYP, RE: CIVIL

OFFICE 312

8.3

LEVEL 3 128' - 3"

LEVEL 2 115' - 0"

1 A-404 15' - 0"

1/8" / 1'-0"

RETAIL 111

2 A-302

111E

PROPERTY LINE

15' - 0"

4' - 0"

9.1

2 A-504

26' - 0"

185' - 7"

6' - 8"

13' - 0"

4' - 6"

2 A-302

1 A-201

8 A-634

LEVEL 3 128' - 3"

PROJECT FLAGNOTES

17' - 6"

3' - 0"

14 15

8 A-634

A-103

2.4

1/8" / 1'-0"

24' - 0"

10 11 12

106' - 0" T.O.W

1/8" /

17' - 6"

8' - 6"

5' - 10"

3.5

8' - 6" 4' - 3"

4' - 0"

1' - 10"

2 A-303

100' - 0"

6 A-502

EW1C

1.2

3' - 8"

TRASH

15' - 0"

2' - 6"

2' - 2"

SLOPE DN 18.75%

3.5 26.8

86 C

43 C

5.12

5' - 3"

3' - 6"

9' - 11"

20' - 10"

20' - 6 1/2"

STAIR 1 120

5 6

32.2 91' - 4 1/4"

23' - 1 1/4"

5.12

5' - 5"

6' - 6"

6' - 10" 10' - 8"

49' - 2"

1 A-455 EW1C

120A

21.1

21' - 0"

91' - 6 1/2"

3.6

5.12

2 A-401

3.5

EW4

21.5

26.16

3.5

1/8" / 1'-0"

EXIT PASSAGEWAY 121

43 C

26.3

1/8" / 1'-0"

1' - 9" 22' - 8" 1' - 4"

EW1C

22.12

1 A-304

3/8" / 1'-0"

10.10

EW1C

109A

16' - 0"

RE: CIVIL

SLOPE DN 6.33%

RAMP DN

4' - 1"

32'

7' - 6"

30' - 0"

8'FLOOR PLAN 16'NOTES

15' - 0"

20' - 0"

13' - 7"

10' - 0"

1/8" = 1'-0" SCALE: SHEET NUMBER

1/8" = 1'-0"

8 A-634

4 A-634

5' - 0"

10' - 0"

1 A-301

PROPERTY LINE

1/2" / 12" 121A

8' - 0"

1 LEVEL 3 FLOOR PLAN

1 2

PLATTE FIFTEEN

20' - 0"

100' - 0"

WATER ENTRY 109

OFFICE 312

11' - 0"

E.3

LEVEL 4 141' - 6"

8.1

11' - 0"

E.3

EW1C

EW2C

5 A-505

8 A-505

9' - 0"

D.6

EW2A

26.7

OFFICE 312

13' - 3"

D.6

10' - 0"

BUILDING OVERHEAD

OFFICE 312

ISSUED FOR: PERMIT SET SHEET TITLE: LEVEL 3 FLOOR PLAN

30' - 0"

1/4" / 1'-0"

LEVEL 4 141' - 6" EW2

PLATTE FIFTEEN

10.10

17' - 0"

EW2B

3' - 4"

1 A-403

5 A-404

8 A-634

2017.08.14

222' - 4"

1 A-401

26' - 0"

5' - 0" 2' - 0" 5' - 0"

3.5

4' - 0"

B.2

EW3

8' - 0"

B.2

2 A-304

2' - 0"

2 A-301

22.11

2.3 2.4

DATE:

2373 15TH STREET DENVER, COLORADO 80202

2 A-402

1 1.2

CHECKED: OZ

5' - 0" 8' - 0"

2 A-201

22' - 3"

LEVEL 4 141' - 6"

OFFICE 412

9 A-505

15' - 0"

8/16/2017 3:02:03 PM

2' - 0"

OFFICE 412

EW2 1 A-402

1 A-301

4 A-401

16' - 0"

2 A-635

DRAWN:

13' - 3"

EW2

F5A

3' - 3"

F2C

14 A-501

8' - 8"

14 A-501

LEVEL 5 154' - 9"

APPROVED: KD

4' - 0"

3' - 8" 15' - 5"

EW2

OFFICE 412

PROJ. NO. 114131.00

2 A-403

5' - 0"

3 A-401

8 A-634

LEVEL 5 154' - 9"

8 A-634

4' - 4"

16' - 0" 30' - 0"

2' - 0"

14 A-501

11 A-635

EW2

OFFICE 512

LEVEL 5 154' - 9"

1.1

8' - 0"

C:\Revit Local Files\114131.00_15Platte_A16\114131.00_15Platte_A16_jlevy.rvt

1 A-302

8 A-634

8.1

OFFICE 512

8 A-634

12' - 0"

4' - 0"

STAIR 3 310

8.1 OFFICE 512

SHAFT

305A

CIRCULATION 300

310A CR

SERVICE ELEV S1 302

ELEV P1 303

IDF 309

1.1

56 G

21.5

301A

ROOF 168' - 0"

9' - 1"

8' - 0"

308A

STOR. 314 309A

B.2 T.O. PARAPET 173' - 0"

8.1 OFFICE 512

13' - 3"

2' - 0"

2 A-452

JAN 308

ROOF 168' - 0"

11' - 0"

185' - 7"

16' - 0"

8' - 0"

1 A-404

8.2

9' - 0"

13' - 0"

2 A-302

300A

3 A-506

10.8

EW1

5' - 11"

EW1B

314A

NO. 22.10 23.5 23.8

EQ EQ

1 A-201

3 A-506

T.O. PARAPET 173' - 0"

13' - 3"

2' - 0"

8' - 0"

9' - 3 3/8"

4' - 0" EQ EQ

PLATTE FIFTEEN

17' - 0"

8' - 0"

EW1

2' - 1"

ROOF 168' - 0"

2 A-404 2' - 0" 8' - 0"

8' - 0"

2 A-302

ALIGN ALUMINUM GLAZED CURTAIN WALL SYSTEM (SSG) ALUMINUM GLAZED CURTAIN WALL SYSTEM (4 SIDED CAPTURED) SURFACE MOUNTED FIRE EXTINGUISER CABINET CARD READER, RE: ELECTIRCAL

B T.O. PARAPET 173' - 0"

2' - 0"

3.5

FLAGNOTE

1.1 8.1 8.2 21.5 26.7

9' - 6"

8' - 0"

18' - 0"

26.7

21.5

16' - 0"

2 A-401

8' - 6 1/8"

1 A-506

3 A-506

PROJECT FLAGNOTES

4' - 0"

14 15

2.3 2.4

320A

SHAFT

FLAGNOTE

9' - 0"

10' - 8"

12 A-501

2' - 0"

ELEC 313

313A

8' - 0"

9' - 6"

EW2

8.4

13' - 3"

2 2.3 2.4

3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com

2373 15TH STREET DENVER, COLORADO 80202

22' - 8"

1 A-303

1 1.2

8.1 8.3

11' - 8" CLEAR HEIGHT

1 1.2

5 6

4' - 0"

5' - 0"

18" CONCRETE EQUIPMENT PAD, RE: STRUCTURAL R19 BATT INSULATION ABOVE LAY IN CEILING TYP. REFER TO SYSTEM ASSEMBLIES, SHT G-501 ALUMINUM GLAZED CURTAIN WALL SYSTEM (SSG) ALUMINUM GLAZED CURTAIN WALL SYSTEM W/ 4" MULLION CAP (4 SIDED CAPTURED) ALUMINUM GLAZED CURTAIN WALL SYSTEM (4 SIDED SSG)

53' - 0"

12' - 0 3/8"

3.9 7.9

73' - 0"

8' - 0"

NO.

15' - 0"

1 A-202 EW1B

5' - 0"

G 30' - 0"

4 A-404

15' - 0"

F 222' - 4" 30' - 0"

5' - 0"

E.3

13' - 3"

8.2

2' - 0"

13' - 3"

D.6 30' - 0"

1 A-301 3 A-635

73' - 0"

8.1

13' - 3"

C 30' - 0"

5 A-404

42" MIN.

B.2

22' - 3"

5' - 0"

SHEET TITLE: LEVEL 1 FLOOR PLAN

1 LEVEL 1 FLOOR PLAN 1/8" = 1'-0"

4 SOUTHWEST @ CORNER A-101 1/8" = 1'-0" SCALE: SHEET NUMBER

1/4" = 1'-0"

16'

typical building sections 32'

3 NORTHWEST @ CORNER 1/4" = 1'-0"

2 NORTHWEST @ MASONRY 1/4" = 1'-0"

NORTHWEST 1/4" = 1'-0"

E: PPavlakis@legendllp.com

J. David Hart

Kelly Greene

M: 303.260.4367

M: 303.478.5669

E: dhart@ngkf.com

E: kgreene@legendllp.com

8’-10” 10’-3 1/2” CLEAR

10’-3 1/2” CLEAR

12’-5” CLR TO B.O. CLT 15’-0” CLR TO B.O. STRUCTURE

Mobile: 303.260.4331

E: sgarel@ngkf.com

8’-0” CLEAR

13’-0” TYP. OFFICE Peter Pavlakis

M: 303.260.4331

16’-0” LEVEL 1 / RETAIL

RETAIL

Scott Garel

10’-0” TYP. PARKING

OFFICE

professional work | 31 PLATTE FIFTEEN | BUILDING SECTION | APRIL 2017 CRESCENT REAL ESTATE | OZ ARCHITECTURE

TESLA SUPERIOR

location : Superior, CO type : automotive sales & service size : 22,000 SF firm : OZ Architecture Sole creator and project architect of a Tesla Sales and Service center. Full design and delivery of all project elements including concept packaging, city development review, and construction documentation. inspiration board

uperior EV Service Center | Superior CO | Inspriration Board | 11.15.2017

concept diagrams

roles fulfilled: head of concept ideation feasibility study generation 2D and 3D visualizations head of city development review process project architect and dual project manager head of scheduling & budget management full consultant coordination sole creator of construction documentation head of client relations

01: volume is separated by function: sales & service 03: clerestory and canopy break down form & add visual interest 02: iconic form is generated by introducing vernacular typology 04: gabled form is interjected into service bay to provide wayfinding

professional work | 33

ground floor plan

NORTH ELEVATION MATERIAL TAKEOFFS

6.8%

712 SQ FT

EXTERIOR

NORTH ELEVATION MATERIAL TAKEOFFS

Delta Millworks Sho Shi Ban Gator Accoya Wood - Charcoal color Horizontal Application

ONLY PERCEIVED

FAST LANE

LOUNGE IT ELEC

OFFICE

F-TD

SERVICE AREA

EXTERIOR

ARCHITECTURAL SIGNAGE: 12’0” X 2’0” | 24 SF COVERAGE SEE SIGNAGE PLAN

** 8' x 6' GRAPHIC

8' x 6' GRAPHIC

ALIGNER CONSOLE PROVIDES THE POWER TO THE HAWKEYE DUAL COLUMN ALIGNMENT SYSTEM. PLACEMENT OF ELECTRCITY CABLES FROM THE CONSOLE SHOULD BE PLACED WHERE THE ** PLACER POINTS

- 90-150 psi (Ideally 125 psi)A - 208-230 V / 1 ph / 26 AE3 - 115-230 V / 1 ph / 50-60 Hz / 15 AE - Hard wired LAN connectionL

Bishamon Lift Table

M-03 : PAINTED BRAKE METAL Brake Metal to be painted in field

36.8% *

Stacker

1887 SQ FT

- NEMA 14-50 SOCKET 50A-125/250V

2770 SQ FT

W-01

GANTRY CRANE

EXTERIOR

LOCKERS

SLOPE: 1

M-01

1/4” / 12”

M-02

30.6%

3 1/2”

7 ENTRY DOORS WITH 8 APPLIED VINYL SIGNAGE

SF-01 C-01

INTERIOR

W-02 :WOOD SIDING | NATURAL LAP WOOD SIDING Manufacturer to be Decided - Sealed Natural Finish Horizontal Application

1503 SQ FT

SF-01

/ 12”

W-01

DELIVERY

20'-8"

PERCENTAGE OF WHOLE

Clear Vision Glass with Aluminum Mullions

M-01

BREAK

20'-8"

SQUARE FOOTAGE OF COVERAGE

39’-6"

SLO

PE:

CAT 1

LOCKER LOCKER LOCKER LOCKER

32.6%

7.5C: FULL HEIGHT GLASS DISPL 6 INTUITIVE WINDOWS PROVIDE WAYFINDING AND VISUAL INTER

103'-2" 63'-8"

THE ELECTRICAL NEED FOR THE LIFT IS 110-120V / 60 Hz / 1 ph / 3.15A

1503 SQ FT

WASH

SF-01: GLASS STOREFRONT

ENTRY DOORS WITH APPLIED VINYL SIGNAGE

30.6%

EXTERIOR

SERVICE DOOR

SHOWROOM 39’-6"

63'-8"

SF-01

1887 SQ FT

GLASS OVERHEAD DOOR

103'-2"

12'-3"

36.8%

LUDICROUS

12'-3"

2770 SQ FT

W-01

MATERIAL

EXTERIOR

M-01

BATTERY SWAP

Natural Finish Concrete Wall

PERCENTAGE OF WHOLE

EAST ELEVATION MATERIAL TAKEOFFS

W-02 :WOOD SIDING | NATURAL LAP WOOD SIDING Manufacturer to be Decided - Sealed Natural Finish Horizontal Application

SQUARE FOOTAGE OF COVERAGE

12' EDUCATION WALL

7.3E: CLERESTORY PROVIDES ROOF ARTICULATION AND REDUCES UNIFORM MASSING

6'-5"

EXTERIOR ALIGNMENT

MATERIAL

- NEMA 5-15R QUAD BOX 15A/125V SINGLE PHASE - 125 psi Ideal **

Natural Finish Concrete Wall

7.3B: ICONIC ROOF FORM DESIGN IS AN INTEGRAL PART OF ARCHITECTURAL DESIGN

14'-0"

C-01: CAST IN PLACE CONCRETE WALL

EAST ELEVATION MATERIAL TAKEOFFS

12' EDUCATION WALL

7.5C: FULL HEIGHT GLASS DISPLAY WINDOWS PROVIDE INTUITIVE WAYFINDING AND VISUAL INTEREST

32.6% NORTH ELEVATION SCALE:1/8” = 1’-0”

M-02 : PAINTED STEEL

EXTERIOR

Internal Structural Steel - BM 2087-10 Neon Red - Satin Finish

LOT 4, BLOCK 1 OF TRACT A1 SUPERIOR CO 80027

M-02

W-01 :WOOD SIDING | CHARRED LAP WOOD SIDING

EXTERIOR

32'-8"

CHARGING

0.2%

F-TD

65.0%

5 SQ FT

6'-5"

Delta Millworks Sho Shi Ban Gator Accoya Wood - Charcoal color Horizontal Application

28.0%

1,650 SQ FT

F-TD

W-01 :WOOD SIDING | CHARRED LAP WOOD SIDING

712 SQ FT

ONLY PERCEIVED

M-02

C-01

3003 Larimer St. Denver CO 80205 P: 303.861.5704 ozarch.com

F-TD

SF-01

6.8% F-TD

EXTERIOR

PERCENTAGE OF WHOLE

173 SQ FT

F-TD

W-01 5 SQ FT

C-01

65.0%

SQUARE FOOTAGE OF COVERAGE

F-TD

M-01

PARTS AREA 1,100 SF

PAC CLAD Tite-Loc Standing Seam Panel - Bone White Vertical Application

1,650 MATERIAL SQ FT

SF-01

M-01: METAL PANEL | STANDING SEAM ROOFING

28.0%CAT 2

A - 125 psi Ideal E - 208-220V / 1 ph / 23A / 50-60 Hz

W-01

SERVICE DRIVE IN

32'-8"

173 SQ FT

F-TD

EXTERIOR

F-TD

PAC CLAD Tite-Loc Standing Seam Panel - Bone White Vertical Application

F-TD

M-01: METAL PANEL | STANDING SEAM ROOFING

14'-0"

M-01

PERCENTAGE OF CAT 2 WHOLE

F-TD

SQUARE FOOTAGE OF COVERAGE F-TD

MATERIAL

ELECTRIC VEHICLE SERVICE & SALES CENTER FDP

EXTERIOR

63'

1 SLOPE: 1

primary elevation SF-01: GLASS STOREFRONT

7.3D: ARCHITECTURAL FORM SHIELDS ROOFTOP HVAC UNITS FROM ALL SURROUNDING VIEWS

GLASS OVERHEAD DOOR 226'-3" 48’-0"

18’-9"

112’-0” ENTRY DOOR WITH APPLIED VINYL SIGNAGE

HVAC UNITS BEYOND

M-03 : PAINTED BRAKE METAL

SERVICE DOOR

Brake Metal to be painted in field

INTERIOR

EXTERIOR WALL MOUNTED LIGHTING

SF-01

ARCHITECTURAL SIGNAGE: 39’-8” X 4’0” | 44 SF COVERAGE SEE SIGNAGE PLAN

20'-0"

DATE

PRELIMINARY FDP REVIEW

01.03.2017

INITIAL FDP SUBMISSION

01.24.2018

FDP REVISION 01

02.20.2018

FDP REVISION 02

03.06.2018

FDP REVISION 03

03.13.2018

SF-01

M-01

14'-6"

20'-0"

ROOF EAVE LINE

W-01

NO. REVISIONS

32'-8" 13'-2"

GLASS OVERHEAD DOOR

REVISION NO. & DATE 7.5C: FULL HEIGHT GLASS DISPLAY WINDOWS PROVIDE INTUITIVE WAYFINDING AND VISUAL INTEREST

5'-0"

18’-6”

SERVICE DOOR

18’-9"

5'-0"

29’-0”

48’-0"

7.3E: CLERESTORY PROVIDES ROOF ARTICULATION AND REDUCES UNIFORM MASSING 7.3B: ICONIC ROOF FORM DESIGN 112’-0” IS AN INTEGRAL PART OF ARCHITECTURAL DESIGN

13'-2"

7.2DA: INTERSECTION OF FORM PROVIDES FACADE ARTICULATION & AIDES IN REDUCING MASS

18’-6”

7.2DA: MATERIAL CHANGE & PLANE SHIFT REDUCE MASS & PROVIDE ARCHITECTURAL ARTICULATION

32'-8"

29’-0”

7.2DA: MATERIAL CHANGE & PLANE SHIFT REDUCE MASS & PROVIDE ARCHITECTURAL ARTICULATION 226'-3"

SF-01 W-01

SF-01

14'-6"

7.4G: LIMITED ARCHITECTURAL PALETTE PROVIDES SIMPLICITY & BALANCE TO COMPLIMENT CONTEMPORARY FORM

20'-8"

EXTERIOR

20'-8"

Clear Vision Glass with Aluminum Mullions

TOWN OF SUPERIOR

FDP SUBMITTAL

M-02 : PAINTED STEEL

BUILDING ELEVATIONS & SIGNAGE

Internal Structural Steel - BM 2087-10 Neon Red - Satin Finish EAST ELEVATION 0’

8’

16’

32’

SCALE:1/8” = 1’-0”

A-01

professional work | 35

E Opportunities >> Existing FAR Availability

E Opportunities >> Existing Parking Distribution

5777

5757

2580 5755

2560

5718

2500

2545

5718

2450

2400

2465

2400

5500

5775

5775 2300

5600

2300

5600

5700

2300

2200

5720

2300

2100

2205

1990

2108

2000

1965

1901 5505

5505

1901

5541

2100

1995

1990

2108

2200

5720

2300

2205 1995

5525

2450

5665

2465

5500

2590

5744

5733

2500 2500

5665

2585

5766

2590

5744

5733 2500

5797

5755

2560 2585

5766

2500

5757

2580

5797

5555

5525

1898

5541

5555

1898

1930

1930 1880

1880

5600 5500

5540

1880

1855

1855 1855

1855

FAR availability 0’

200’

400’

800’

existing parking conditions

FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 N

0’

200’

400’

800’

.2 - .

. - .2

..2 - .2- .

0 - .

0 . - .-

OVERBUILT

X X

X X X X X X X X X

X X X X X X

X X

+ .

smaller building to meet the current standards. smaller sized building to sized meettherefore the current standards. major modifications with

0 - .

Raw Data OVERBUILT

smaller sized building to meet the

BUILDING CURRENT AVAILABLE BUILDING CURRENT AVAILABLE SITE AREA FAR GSF FAR GSF FAR FAR Ave 0.45 5540 Central Ave 5540 Central 80,734 10,410 80,7340.05 10,410 0.45 0.05 Ct 0.08 0.42 1855 S Flatiron Ct 1855 S Flatiron 42,655 31,400 42,6550.08 31,400 0.42 BUILDING CURRENT X 5555 Central Ave 5555 Central Ave 68,3080.19 26,240 0.31 SITE AREA OWN PROPERTY ID 68,308 26,240 0.31 0.19 GSF X 5797 Central Ave 5797 Central Ave 0.31 FAR 84,384 15,725 84,3840.19 15,725 0.31 0.19 5755 Central Ave 190,383 37,142 0.20 0.30 5540 Central37,142 Ave 10,410 0.05 5755 Central Ave 190,383 0.20 80,734 0.30 Central 2205 Central Ave 2205 1855 120,179 24,000 0.27 0.23 SAve Flatiron Ct 120,1790.23 24,000 42,655 31,400 0.27 0.08 5733 Central Ave 0.26 43,916 35,000 43,9160.24 35,000 0.26 0.24 X 5733 Central Ave 1901 Central 5555 Central Ave 68,308 26,240 Ave 0.26 0.19 1901 Central Ave 127,141 45,000 127,1410.24 45,000 0.26 0.24 X5600 Flatiron Pkwy 5600 Flatiron 5797 Central Ave 81,5030.25 76,700 84,384 15,725 0.25 0.19 Pkwy 76,700 81,503 0.25 0.25 Flatiron Ct Central Ave 319,7920.26 45,380 190,383 37,142 0.24 0.20 1880 S Flatiron Ct 1880 S5755 319,792 45,380 0.24 0.26 Ave 1930 Central Ave 1930 Central 257,327 23,614 0.23 0.27 2205 Central Ave 257,3270.27 23,614 120,179 24,000 0.23 0.23 X 2000 Central Ave 2000 Central Ave 0.22 302,850 41,863 302,8500.28 41,863 0.22 0.28 5733 Central Ave 43,916 35,000 X5500 Flatiron Pkwy 5500 Flatiron Pkwy 37,521 72,3460.31 37,521 0.19 0.31 0.19 0.24 72,346 1901 Central Ave 37,4710.31 179,234 127,141 45,000 0.19 0.24 2500 St | 2560 | 2580 55th St 2500 | 2560 | 2580 55th 37,471 179,234 0.19 0.31 X 1995 57th Ct N 1995 57th Ct N 5600 Flatiron Pkwy 82,0690.31 36,728 81,503 76,700 0.19 0.25 82,069 36,728 0.19 0.31 5665 Flatiron Pkwy 5665 Flatiron 86,576 41,345 0.17 0.33 1880 SPkwy Flatiron Ct 86,5760.33 41,345 319,792 45,380 0.17 0.26 X 2590 Central Ave 2590 Central Ave 0.16 40,816 24,595 40,8160.34 24,595 0.16 0.34 1930 Central Ave 148,537 40,230 257,327 0.34 23,614 0.16 0.27 X 2465 Central Ave 2465 Central Ave 148,537 40,230 0.34 0.16 2000 Central Ave 95,7980.34 15,122 302,850 41,863 0.16 0.28 XX 5744 Central Ave 5744 Central Ave 95,798 15,122 0.16 0.34 XX 5766 Central Ave 57665500 Central Ave Flatiron Pkwy 88,5760.35 14,968 72,346 37,521 0.15 0.31 88,576 14,968 0.15 0.35 1855|57th Ct S| 2580 1855 57th Ct S 2500 79,998 31,392 0.15 0.35 2560 55th79,998 St 0.35 31,392 37,471 179,234 0.15 0.31 X 5505 Central Ave 5505 Central Ave 0.14 172,086 13,400 172,0860.36 13,400 0.14 0.36 X 1995 Ave 57th Ct N 579,877 28,800 82,069 0.36 36,728 0.14 0.31 2200 Central Ave 2200 Central 579,877 28,800 0.36 0.14 5665 Flatiron Pkwy 149,0680.37 27,661 86,576 41,345 0.13 0.33 X 1965 57th Ct N 1965 57th Ct N 149,068 27,661 0.13 0.37 Flatiron Ct X1898 S Flatiron Ct 1898 S2590 Central Ave 145,1400.37 41,377 40,816 24,595 0.13 0.34 145,140 41,377 0.13 0.37 Ave 111,240 15,354 0.12 0.38 X 2585 Central Ave 2585 Central 2465 Central Ave 111,2400.38 15,354 148,537 40,230 0.12 0.34 X 5525 Central Ave 5525 Central Ave 184,156 26,240 0.38 0.12 184,156 26,240 0.38 0.12 5744 Central Ave 95,798 15,122 0.11 0.34 XX 2545 Central Ave 2545 Central Ave 205,648 37,167 205,6480.39 37,167 0.11 0.39 5766 Central Ave 88,576 14,968 0.35 XX 2300 Central Ave 2300 Central Ave 91,585 34,080 0.40 0.10 91,585 34,080 0.40 0.10 Ave 1855 57th Ct S 83,1360.41 58,875 79,998 31,392 0.09 0.35 5777 Central Ave 5777 Central 83,136 58,875 0.09 0.41 XX 5541 Central Ave 5541 Central Ave 219,663 105,815 0.41 0.09 219,663 105,815 0.41 0.09 5505 Central Ave 172,086 13,400 0.36 X | 5720 Flatiron5700 0.08 5700 Pkwy| 5720 Flatiron 126,303Pkwy133,407126,3030.42 133,4070.08 0.42 2200 Central Ave 579,877 28,800 0.07 0.36 X 2400 Central Ave 2400 Central Ave 122,027 36,155 122,0270.43 36,155 0.07 0.43 X5775 Flatiron Pkwy 5775 Flatiron 1965 57th Ct N 149,068 27,661 0.37 Pkwy 139,325 95,869 0.44 0.06 139,325 95,869 0.44 0.06 18801898 57th Ct S S Flatiron Ct 105,9350.44 80,000 145,140 41,377 0.06 0.37 1880 57th Ct S 105,935 80,000 0.06 0.44 X 2450 Central Ave 2450 Central Ave 116,941 36,277 0.06 0.44 2585 Central Ave 116,9410.44 36,277 111,240 15,354 0.06 0.38 X 2108 55th St 2108 55th St 0.06 389,866 41,068 389,8660.44 41,068 0.06 0.44 X 5525 Central Ave 92,774 58,968 184,156 0.47 26,240 0.03 0.38 2300 55th St 2300 55th St 92,774 58,968 0.47 0.03 X 2100 Central Ave 2100 Central 2545 Central Ave 100,2680.50 49,840 205,648 37,167 0.00 0.39 Ave 100,268 49,840 0.00 0.50 XX 5757 Central Ave 5757 Central Ave 2300 Central Ave 118,0890.50 46,042 91,585 34,080 0.00 0.40 118,089 46,042 0.00 0.50 Ave 2500 Central Ave 2500 Central 117,141 41,692 -0.01 0.51 5777 Central Ave 117,1410.51 41,692 83,136 58,875 -0.01 0.41 Ave -0.01 5718 Central Ave 5718 Central 183,088 61,205 183,0880.51 61,205 -0.01 0.51 X 5541Avenue Central Ave 75,346 41,592 219,663 0.51 105,815 -0.01 0.41 5600 Central Avenue5600 Central75,346 41,592 0.51 -0.01 | 5720 Pkwy 126,303 133,407 -0.07 0.42 XX 5500 Central Ave 5700 5500 Central AveFlatiron 80,2380.57 45,204 80,238 45,204 -0.07 0.57 19902400 57th Ct N X 1990 57th Ct N Central Ave 82,1971.03 120,154 122,027 36,155 -0.53 0.43 82,197 120,154 -0.53 1.03 OWN PROPERTY ID

Raw Data

X X

Distribution

PROPERTY ID SITE AREA

DEFICIENT PARKING -00 STALLS DEFICIENT PARKING -00 STALLS

FLATIRONS PARK

location : Colorado Springs, CO type : Masterplanning size : small district

changes changes to the to under the under parkedparked locations locations wouldwould require require City approval. City approval.

DEFICIENT PARKING -20aTO -00 STALLS a new building would require

DEFICIENT PARKING -00 STALLS RawRaw Data Data current standards. OWN OWN

PROPERTY PROPERTY

2500 Central Ave 1855 57th Ct S 1930 Central Ave 5600 Central Avenue 1901 Central Ave 5766 Central Ave 1855 S Flatiron Ct 5665 Flatiron Pkwy 1990 57th Ct N 5600 Flatiron Pkwy 1880 57th Ct S 5718 Central Ave

FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 Pg. 2

firm : OZ Architecture One of two members in the development of an office campus masterplanning effort. Heavy research and analysis of all properties to discover development potential. Generation of comprehensive campus masterplan document and recommendations for architectural interventions.

changes to the under parked locations would require City approval.

PARKING PARKING PARKING PARKING SITE AREA SITE AREA PROVIDED PROVIDEDNET NET 5775 Flatiron 5775 Flatiron Pkwy Pkwy 88,576 88,57626 26 282 282 5700 | 5700 5720 |Flatiron 5720 Flatiron Pkwy Pkwy389,866389,86683 83 176 176 PARKING 2108 55th 2108 St55th St 183,088183,08870 SITE70AREA 149 149 PROPERTY 2500 | 2500 2560 | 2560 2580 |55th 2580 St55th St172,086172,086127 127 135 PROVIDED 135 1965 57th 1965 Ct 57th N Ct N 111,240 61 61 26 5775 Flatiron Pkwy111,24073 73 88,576 1995 57th 1995 Ct57th N Ct N Flatiron 184,156 184,15642 389,866 42 48 48 83 5700 | 5720 Pkwy 2000 Central 2000 Central Ave Ave 86,576 86,57610 10 43 43 2108 55th 75,346 St 75,346155 183,088 70 5777 Central 5777 Central Ave Ave 155 43 43 2500Central | 2560 55th St 20 172,086 5733 Central 5733 Ave Ave| 2580 116,941 116,941 20 43 43 127 1898 S 1898 Flatiron S Flatiron Ct Ct 117,141 149 35 35 73 1965 57th Ct N 117,141149 111,240 2300 55th 2300 St55th 135 32 32 42 1995St57th 149,068 Ct N 149,068135 184,156 5755 Central 5755 Central Ave Ave 100,268100,268118 118 29 29 2000 Central Ave 86,576 10 2450 Central 2450 Central Ave Ave 92,774 92,774483 483 26 26 5777 Ave Central80,238 Ave 80,23855 55 75,346 2400 Central 2400 Central Ave 22 22 155 1880 S 1880 Flatiron S 5733 Flatiron Ct Central Ct 105,935 67 22 22 20 Ave 105,93567 116,941 2465 Central 2465 Central Ave SAve 126,303 179 16 16 149 1898 Flatiron Ct126,303179 117,141 2300 Central 2300 Central Ave Ave 84,384 84,38455 55 16 16 2300 55th 83,136 St 83,13688 149,068 135 2545 Central 2545 Central Ave Ave 88 13 13 5755 Ave Central82,197 Ave 82,197131 100,268 2205 Central 2205 Central Ave 131 7 7 118 2590 Central 2590 Central Ave 2 2 483 2450 Ave Central118,089 Ave 118,08982 82 92,774 5540 Central 5540 Central Ave 0 0 55 2400 Ave Central579,877 Ave 579,877583 583 80,238 5500 Central 5500 Central Ave Ave 82,069 82,06960 60 -1 -1 1880 S Flatiron Ct 105,935 67 5500 Flatiron 5500 Flatiron Pkwy Pkwy 95,798 95,79882 82 -2 -2 2465 Ave Central40,816 Ave 40,81658 126,303 5744 Central 5744 Central Ave 58 -3 -3 179 5505 Central 5505 Central Ave Ave 72,346 72,346 63 63 -6 -6 2300 Central Ave 84,384 55 5541 Central 5541 Central Ave -6 -6 88 2545 Ave Central79,998 Ave 79,99892 92 83,136 2100 Central 2100 Central Ave Ave 122,027122,027101 101 -7 -7 2205 Central Ave 82,197 131 5555 Central 5555 Central Ave Ave 37,471 37,47185 85 -7 -7 2590 Ave Central68,308 Ave 68,308106 118,089 5525 Central 5525 Central Ave 106 -8 -8 82 5757 Central 5757 Central Ave 40 -8 -8 583 5540 Ave Central205,648 Ave 205,64840 579,877 2585 Central 2585 Central Ave Ave 257,327 257,327 84 84 -14 -14 5500 Central Ave 82,069 60 2200 Central 2200 Central Ave Ave 139,325139,32596 96 -17 -17 5500 Flatiron Pkwy 95,798 82 5797 Central 5797 Central Ave Ave 81,503 81,50345 45 -39 -39 5744 Ave Central302,850 Ave 302,85087 87 40,816 2500 Central 2500 Central Ave -44 -44 58 1855 57th 1855 Ct5505 57th S CtCentral S 127,141 -46 -46 63 Ave 127,141121 121 72,346 1930 Central 1930 Central Ave -49 -49 92 5541 Ave Central319,792 Ave 319,792517 517 79,998 5600 Central 5600 Central AvenueAvenue 120,179120,179163 163 -59 -59 2100 Central148,537 Ave 148,537117 122,027 101 1901 Central 1901 Central Ave Ave 117 -71 -71 5555 Ave Central43,916 Ave 43,91634 34 37,471 5766 Central 5766 Central Ave -83 -83 85 1855 S 1855 Flatiron S 5525 Flatiron Ct Central Ct 190,383 -86 -86 106 Ave 190,383118 118 68,308 5665 Flatiron 5665 Flatiron Pkwy 77 -87 -87 40 5757 Pkwy Central91,585 Ave 91,58577 205,648 1990 57th 1990 Ct57th N Ct N 42,655 42,655182 182 -96 -96 2585 Central Ave 257,327 84 5600 Flatiron 5600 Flatiron Pkwy Pkwy 219,663219,663426 426 -107 -107 Ave 145,140187 139,325 1880 57th 1880 Ct2200 57th S CtCentral S 145,140 187 -130 -130 96 5718 Central 5718 Central Ave Ave 80,734 80,734 44 44 -140 -140 5797 Central Ave 81,503 45

Raw Data

X X AVAILABLE X X OWN FAR X X 0.45 X XX 0.42 X X X 0.31 0.31 X 0.30 X 0.27 X 0.26 X X 0.26 X X 0.25 X X 0.24 X X 0.23 X X 0.22 X XX 0.19 X 0.19 X X 0.19 X X 0.17 X XX X XX 0.16 X XX 0.16 0.16 X X 0.15 X XX X X 0.15 X 0.14 X 0.14 X X X 0.13 X 0.13 X 0.12 0.12 0.11 X XX X 0.10 X 0.09 0.09 0.08 X 0.07 5775 Flatiron Pkwy 139,325 95,869 0.44 0.06 FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 Pg. 2 | STRATEGIC MASTERPLAN | OCTOBER 2017 2 1880 57th Ct S FLATIRON PARK 105,935 80,000 0.44 0.06Pg. 2450 Central Ave 116,941 36,277 0.44 0.06 2108 55th St 389,866 41,068 0.44 0.06 2300 55th St 92,774 58,968 0.47 0.03 2100 Central Ave 100,268 49,840 0.50 0.00 X 5757 Central Ave 118,089 46,042 0.50 0.00 2500 Central Ave 117,141 41,692 0.51 -0.01 5718 Central Ave 183,088 61,205 0.51 -0.01 5600 Central Avenue 75,346 41,592 0.51 -0.01 5500 Central Ave 80,238 45,204 0.57 -0.07 1990 57th Ct N 82,197 120,154 1.03 -0.53

for other amenities and buildable opportunities as it relates to FAR. Any

PARKING NET 282 176 149 135 61 48 43 43 43 35 32 29 26 22 22 16 16 13 7 2 0 -1 -2 -3 -6 -6 -7 -7 -8 -8 -14 -17 -39 302,850 87 -44 FLATIRON FLATIRON PARK |PARK STRATEGIC | STRATEGIC MASTERPLAN | OCTOBER | OCTOBER 2017 Pg. 201725 Pg. 25 127,141 121 -46 MASTERPLAN 319,792 517 -49 120,179 163 -59 148,537 117 -71 43,916 34 -83 190,383 118 -86 91,585 77 -87 42,655 182 -96 219,663 426 -107 145,140 187 -130 80,734 44 -140

OPPORTUNITY FOR ADD'L FAR

.2 - .

Existing Existing Parking Parking Distribution Distribution Existing Parking

Legend Legend Legend

EXCESS PARKING OF 00+ EXCESS PARKING OFSPACES 00+ SPACES The existing The existing IG parking IG parking ratio isratio :400 is :400 sq ft. This sq ft.map Thisidentifies map identifies the netthe net This indicates inverse of map. the current map. Darker colors This map indicates themap inverse of thethe current FAR DarkerFAR colors EXCESS PARKING OF 00+ SPACES The existing IG parking ratio is :400 sq ft. This map identifies the net This map indicates the inverse of the current FAR map. Darker colors EXCESS PARKING OF 20 -OF 0020SPACES EXCESS PARKING - 00 SPACES available available parking parking (current (current parking parking minusminus required required parking). parking). Positive Positive haveavailable the most(+0.) FAR available being best. For this zoning have the most FAR being the (+0.) best. For thisthe zoning EXCESS PARKING OF 20STALLS) - 00 SPACES parking (current parking minus required parking). Positive PARKING NEUTRAL (-20 TO +20TO STALLS) PARKING (-20 +20 haveThe the most FAR (+0.) being the best.NEUTRAL For this zoning valuesvalues indicate indicate overavailable parked over parked sites that sitescan that reasonably can reasonably remove remove parking parking district, current FAR is 0.5:. The lightest color is overbuilt and district, the current FAR the is 0.5:. lightest color is available overbuilt and DEFICIENT PARKING TO -20 -00TO STALLS PARKING -00 TO PARKING NEUTRAL (-20 +20 STALLS) for other for amenities other amenities and buildable andindicate buildable opportunities opportunities as it relates assites it relates to that FAR. tocan FAR. Anyreasonably Any major modifications with would a FAR new require building aDEFICIENT values over parked remove parking district, the building current is 0.5:. Therequire lightest color is -20 overbuilt andSTALLS therefore major therefore modifications with a new a would

OPPORTUNITY FOR ADD'L FAR

+ .

Raw Data OWN

FAR Availability FAR Availability FAR Availability

Legend Legend

+ .

OPPORTUNITY FOR ADD'L FAR

Legend

roles fulfilled: site research and analysis site matrix development economic feasibility studies map graphic generation book design and delivery interactive google mapping proposed development plan visualizations of building rehabilitations

FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 Pg. 25

professional work | 37

E Opportunities >> Population Density

E Opportunities >> Site Amenities

OUTDOOR REC

5777

5757

2580 5755

2560

2585

RESTAURANT

2500

2545

5718

2450

2400

2465

MARKET

5500

5700

1/4

MIL RA E DIU S

2300 MILE RADIUS

2300

2200

2300

1/4

MILE 1990 RADIUS

2200

5720

2100

1995

MIN WALK

1990

2108

2000

2000 1965

COFFEE SHOP

5505

MIN WALK

2205

2100

1901

5541

CENTRAL HUB

1965

5525

2300 5700

2300

2205 1995

2108

5600 FOOD TRUCKS

MIN WALK

5720

1/4

2300

2400

5775

MIN WA LK

5775 5600

2450

5665

2465

5500

2500

2545

RESTAURANT

5718

2590

5744

5733

2500

5665

2585

5766

2500

MIN WALK

2590

5744

5733 2500

5797

5755

2560 5766

2500

5757

2580

5797

5555

5525

1898

5541

1901 5555

1930

BEER GARDEN

1898 1930

1880

5600 5500

5540

MIN WALK

FOOD TRUCKS 1880

1880 1855

DOG PARK

1855

EVENT SPACE

1855

MIN WALK

walkability & human density 0’

200’

400’

800’

1855

MIN WALK

site amenity opportunities

FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 N

0’

200’

400’

800’

E Opportunities >> Current Zones within Site Review

Current Zones within Site Review

Legend ZONE 

The map depicted shows potential zones for redevelopment. These

ZONE 2

regions were selected based upon Available FAR, Parking Availability,

ZONE 

Building Condition, and Contiguous Land Clusters. The accompanying data table shows potential increases in buildable square footage based on combining FAR from multiple properties.

5777 5757

2580

5797

5755

2560

most parcels, if we look into a car-stack, or car-share program, the 2585

5766

opportunity to maximize all FAR is greatly increased.

2590

Raw Data - Zone 1

5744

5733

2500

2545

5718

2450

5665

2465

2400

5500

Raw

5775 2300

5600 5700

2300

2200

5720

2300

2100

2000 1965

5541

5555

1898

5505

1930 1880 5600 5500

5540 1880 1855 1855

zone based redevelopment study 0’

200’

400’

800’

ZONE 01

SITE AREA SITE AREA 37,471 37,471 68,308 68,308 257,327 92,774 257,327 92,774 455,880 SITE455,880 AREA 37,471 68,308 SITE257,327 AREA SITE 92,774 AREA 79,998 455,880 205,648 79,998 205,648 285,646 285,646 SITE AREA

5555 TOTAL Central Ave PROPERTY TOTAL ID 5700|5720 Flatiron Pkwy 1995 57th Ct N PROPERTY 1965 57th CtIDN PROPERTY 5555 Central ID Ave 1930 Central Ave 1930 TOTAL Ave 1855 SCentral Flatiron Ct 1880 1855 S Flatiron Ct 1880 TOTAL S Flatiron Ct TOTAL PROPERTY ID

SITE AREA 79,998 SITE205,648 AREA 319,792 285,646 319,792 117,141 117,141 75,346 139,325 75,346 139,325 651,604 SITE651,604 AREA 319,792 117,141 SITE AREA 75,346 SITE139,325 AREA 86,576 651,604 86,576 389,866 172,086 389,866 172,086 648,528 648,528 SITE AREA

1930 Central Ave PROPERTY ID Ct 1855 S Flatiron PROPERTY ID Ct 1880 S Flatiron 2300 Central Ave 2300 TOTAL 2400 Central Ave 2450 2400 Central Ave 2450 TOTAL Central Ave TOTAL PROPERTY ID

86,576 SITE389,866 AREA SITE172,086 AREA 84,384 648,528 84,384 83,136 82,197 83,136 82,197 249,717 249,717 SITE AREA

2300 Central Ave PROPERTY 2400 Central ID Ave

84,384 SITE AREA 83,136

1995 57th Ct N 1965 Raw Data - Zone 3 5555 1965Central 57th CtAve N 1901

5525

PROPERTY 5500 Central ID Ave PROPERTY 5540 Central ID Ave 5700|5720 Flatiron Pkwy 5700|5720 Flatiron 1995TOTAL 57th Ct NPkwy

1990

2108

PROPERTY ID PROPERTY ID 5505 Central Ave 5505 5525 Central Ave 5525 5541 Central Ave 5541 Central Ave 2108 55th St 2108 55th St TOTAL PROPERTY ID TOTAL 5505 Central Ave 5525 Central Ave Data - Zone PROPERTY 5541 Central ID Ave PROPERTY ID 2108 55th St 5500 Central Ave 5540 Central Ave 5500 TOTAL 5540 TOTAL Central Ave TOTAL PROPERTY ID

2205

1995

Parking appears to be the largest challenge in redevelopment of

ZONE CURRENT FAR 01 FAR FAR FAR CURRENT FAR FAR BLDG SF BLDG FAR SF @ .5:1 BLDGFAR SF @ 1:1 BLDG SF @ 1.5:1 CURRENT BLDG SF .5:1 BLDG SF @ 1:1 BLDG SF @56,207 1.5:1 13,400 0.36 BLDG SF @18,736 37,471 CURRENT 13,400 0.36 18,736 37,471 56,207 26,240 0.38 34,154 68,308 102,462 26,240 0.38 34,154 68,308 102,462 105,815 0.41 128,664 257,327 385,991 41,068 ZONE 01 0.44 46,387 92,774 139,161 105,815 0.41 128,664 257,327 385,991 41,068 0.44 46,387 92,774 139,161 186,523 CURRENT FAR 0.40 FAR227,940 FAR455,880 FAR683,820 186,523 0.40 BLDG SF 227,940 683,820 BLDG SF @ .5:1 BLDG SF455,880 @ 1:1 BLDG SF @ 1.5:1 CURRENT 13,400 ZONE 02 0.36 18,736 37,471 56,207 26,240 ZONE 0.38 CURRENT FAR 02 FAR 34,154 FAR 68,308 FAR102,462 105,815 128,664 257,327 385,991 CURRENT FAR 0.41 BLDG FAR FAR BLDG SF CURRENT SF @ .5:1 BLDGFAR SF @ 1:1 BLDG SF @ 1.5:1 41,068 0.44 46,387 92,774 139,161 BLDG SF CURRENT .5:1 BLDG SF @ 1:1 BLDG SF @ 1.5:1 45,204 0.57 BLDG SF @39,999 79,998 119,997 186,523 0.40 227,940 455,880 683,820 10,410 0.05 102,824 205,648 308,472 45,204 0.57 39,999 79,998 119,997 10,410 0.05 102,824 205,648 308,472 55,614 0.31 142,823 285,646 428,469 55,614 ZONE 02 0.31 142,823 285,646 428,469 CURRENT FAR FAR FAR FAR ZONE The03 available FAR for 5540 should be studied in the context of BLDG SF ? ZONE CURRENT BLDG FAR SF @ .5:1 BLDGFAR SF @ 1:1 BLDG SF @ 1.5:1 CURRENT FAR 03 FAR 45,204 0.57 39,999 79,998 119,997 be all on the current site CURRENT FARcontiguous FAR FAR BLDG SF CURRENT BLDGproperties SF @ .5:1 as building BLDGFAR SF @ 1:1 BLDG SF @ would 1.5:1 10,410 0.05 102,824 205,648 308,472 BLDG SF CURRENT BLDG SF 159,896 @ .5:1 BLDG SF319,792 @ 1:1 BLDG SF @ 1.5:1 133,407 0.42 479,688 within the existing Wetlands. 55,614 0.31 142,823 285,646 428,469 133,407 0.42 159,896 319,792 479,688 36,728 0.31 58,571 117,141 175,712 36,728 27,661 26,240 27,661 26,240 224,036 CURRENT 224,036 BLDG SF 133,407 36,728 CURRENT 27,661 CURRENT BLDG SF 26,240 BLDG SF 23,614 224,036 23,614 31,400 45,380 31,400 45,380 100,394 100,394 CURRENT BLDG SF 23,614 CURRENT 31,400 CURRENT BLDG SF 45,380 BLDG SF 34,080 100,394 34,080 36,155 36,277 36,155 36,277 106,512 106,512 CURRENT BLDG SF 34,080 CURRENT 36,155

0.31 0.37

58,571 117,141 175,712 37,673 75,346 113,019 69,663 139,325 208,988 37,673 75,346 113,019 0.19 69,663 139,325 208,988 FAR 0.32 FAR325,802 FAR651,604 FAR977,406 0.32 BLDG SF 325,802 977,406 CURRENT @ .5:1 BLDG SF651,604 @ 1:1 BLDG SF @ 1.5:1 0.42 159,896 319,792 479,688 ZONE 04 0.31 ZONE FAR 04 FAR 58,571 FAR117,141 FAR175,712 37,673 75,346 113,019 FAR 0.37 BLDG FAR FAR CURRENT SF @ .5:1 BLDGFAR SF @ 1:1 BLDG SF @ 1.5:1 0.19 69,663 139,325 208,988 CURRENT .5:1 BLDG SF @ 1:1 BLDG SF @ 1.5:1 0.27 BLDG SF @43,288 86,576 129,864 0.32 325,802 651,604 977,406 0.27 43,288 86,576 129,864 0.08 194,933 389,866 584,799 0.26 86,043 172,086 258,129 0.08 194,933 389,866 584,799 0.26 86,043 172,086 258,129 ZONE 04 0.21 324,264 648,528 972,792 FAR 0.21 FAR324,264 FAR648,528 FAR972,792 CURRENT BLDG SF @ .5:1 BLDG SF @ 1:1 BLDG SF @ 1.5:1 ZONE 05 0.27 ZONE FAR 05 FAR 43,288 FAR 86,576 FAR129,864 194,933 389,866 584,799 FAR 0.08 BLDG FAR FAR CURRENT SF @ .5:1 BLDGFAR SF @ 1:1 BLDG SF @ 1.5:1 0.26 86,043 172,086 258,129 CURRENT .5:1 BLDG SF @ 1:1 BLDG SF @ 1.5:1 0.40 BLDG SF @42,192 84,384 126,576 0.21 324,264 648,528 972,792 0.40 42,192 84,384 126,576 0.43 41,568 83,136 124,704 0.44 41,099 82,197 123,296 0.43 41,568 83,136 124,704 0.44 41,099 82,197 123,296 ZONE 05 0.43 124,859 249,717 374,576 PARK | STRATEGIC MASTERPLAN 2017 Pg. 5 0.43 374,576 FARFLATIRON FAR124,859 FAR249,717| OCTOBER FAR CURRENT BLDG SF @ .5:1 BLDG SF @ 1:1 BLDG SF @ 1.5:1 ZONE 06 FLATIRON PARK | STRATEGIC MASTERPLAN | OCTOBER 2017 0.40 ZONE FAR 06 FAR 42,192 FAR 84,384 FAR126,576 0.43 41,568 83,136 124,704 0.19 0.37 ZONE 03

professional work | 39

LL LL

existing

concept A existing

existing

concept concept B A

concept A

concept B

| classrooms 3 faculty & staff offices 3 faculty & staff offices 3 faculty | classrooms & || classrooms faculty & staff staff offices officesfaculty administration & staff offices faculty | administration & staff staff offices offices | administration faculty & faculty & staff officesfaculty & staff offices classrooms

design co

location : Ames, IA type : higher education size : 75,820 sq ft budget : undetermined

| classrooms 4 faculty & staff offices 4 faculty & staff offices 4 faculty | classrooms & || classrooms faculty & staff staff offices officesfaculty research & staff offices faculty | research & staff staff offices offices research faculty & || administration faculty & staff officesfaculty | administration & staff offices | administration 2 research | lecture2 research | lecture 2 research | lecture classrooms

block dia

design co

block dia

design co

block dia 4

U of I CO. NURSING

classrooms research | classrooms research | classroomsresearch | classrooms

firm : opn architects One of two members in the development of a feasibility study to rehabilitate an existing historic facility on the University of Iowa campus. Lead designer of all book content & graphics. Curator of all architectural model components. Lead member of analysis and statistic gathering. Co-creator of all design iteration options.

| lecture 1 administration | lecture 1 administration | lecture 1 administration commons | classroom | student|serv. commons classroomcommons commons | student||serv. classroom | student| serv. student serv. commons student serv. commons | student serv.

roles fulfilled: field verification & analysis concept B existing existing concept concept A A 3% 3% 3% office office co-lead of user group forums misc. support misc. support co-lead of client presentations student commons student commons co-creator of schematic design iterations classroom classroom lecture hall lecture hall co-creator of room typical design research research sole curator of all book content With input from the steering With input committee, from thegsf steering two Withoptions input committee, from surfaced the two steering that options metcommittee, the surfaced goals established two thatoptions met the while surfaced goals utilizing established that gsf met the while goals utilizing established while utilizing simulation 80,345 75,820 gsf 86,530 86,530 gsf 75,820 gsf simulation 8% sole curator of all book writing the existing space the efficiently. space Option more the Aexisting efficiently. indicates space relocating Option moreAefficiently. indicates the NCECrelocating Option into theACNB the indicates NCEC while relocating Option into theB CNB the NCEC while Option into the B CNB while Option B building support building support 8% more 8% existing 7% 7% integrate infographic design & development indicates the NCEC remaining indicates the in the NCEC general remaining indicates hospital. the in the Both NCEC general options remaining hospital. in the Both learning general options environments hospital. integrate Both learning sized options to environments integrate learning sized to environments sized to circulation circulation 1% support program needs support with the program aid ofneeds advanced support withintegrated the program aid of needs advanced technology. withintegrated the aid of advanced technology. integrated technology. restrooms restrooms meeting coordinator & recorder 28%

25%

lecture hall research simulation building support circulation restrooms9%

12% 3%

7% 6%

18%

25%

CNB

15%

5% 21%

8% 31%

16,160 gsf 16,160 gsf 29%

100%

vacant vacant

1,975 gsf 1,975 gsf WL

26%

12%

6% 31%

29%

25%

20%

10%

1% 7%

20%

31%

10%

28%

26%

NCEC

6% 31%

100%

1,975 gsf 1,975 gsf

29%

16,160 gsf

100%

As this study shows, todayâ&#x20AC;&#x2122;s layout and organization is obsolete and does not

1,975 gsf

support the shift in learning environments that actively engage students in WL

WL office

office

misc. support misc. support

CNB

26%

NCEC

higher order thinking tasks. In summary, the study highlights two major trends necessary for advancing program goals.

professional work | 41

The first major trend, as seen in the concept comparisons, shows a reduction

student commons student commons

in building circulation and an increase in programmable space due to greater

classroom classroom

efficiencies. Furthermore, these efficiencies accommodate future growth needs

lecture hall lecture hall

within the existing building footprint.

55 design concepts

classroom

25%

opn architects

student commons

classrooms

opn architects

misc. support

classrooms

concept comparisons

office

NCEC classrooms

opn architects

concept comparison

54 design concepts

concept comparison design concepts 54

LL LL

fo 17,310 sqft

outdoor patio new addition 200 gsf vestibule

11,200 sqft

ex faculty & staff offices

social commons

LL LL

lobby

research

14,725 sqft

research

third floor

4617,310 sqft

new

conference

concept A

design co

block dia blockdesign diaco

first floor

44 concept A

exg

conference

student services vending

support

restroom

office

stor.

misc. support quiet commons

seminar 1

seminar 2

student commons

seminar 3

lobby

conference seminar 9

classroom

concept concept A A faculty & staff offices | research faculty & staff offices | research

lobby Student life and support are the primary focus of first floor. Student services is positioned as the first point control

sim. 3

3 & 4 west of them, the student commons serves as a point of of contact to incoming persons. Located directly

exg 25% student activity supplying spaces for dining, studying, and social needs. ncec sim. 4

observe 1

sim. 1

10 student teacher integration. The exact layoutseminar of this space will vary resulting from specific programmatic

20’

conference planning in the next phase of development. Seminar and conference rooms are centrally located to support

student commons 40’ classroom

shared use and wayfinding.

lecture hall

observe 3

sim. 2

observe 2

To compliment these functions, a two storage

control skills are 1 - H also provided, resulting story classroom addition replaces the courtyard. Three seminar rooms 1 & 2in a first observe 4

research

simulation building support

office

circulation restrooms

new addition 1650 gsf

floor that will be much more vibrant and active as a student gathering and learning environment.

0’

20’

40’

training 2a

training 3a

seminar 4

seminar 5

3% 5%

CNB

15%

25,065 sqft

office

control 5&6

vacant

WL building support

circulation restrooms

CEC

0’

20’

NCEC

40’

12 the core lie the faculty and staff offices. The exact layout of this space will vary resulting from specific

restrooms

programmatic planning in the next phase of development. Seminar and conference rooms are centrally located to support shared use and wayfinding.

sim. 6

0’

20’

new addition 3540 gsf

misc. support student commons

restroom

stor.

classroom lecture hall

observe 5

research

new addition 1650 gsf

simulation

sim. 5

skills 2 - H

building support control 5&6

circulation

sim. 6

restrooms

observe 6

circulation seminar 7

office

exam 4 exam 5

1,975 gsf misc. support

restroom

exam 3

stor.

office

simulation

exam 2

lounge

100%

1,975 gsf

skills 3 - E

training 3b

Administrative personnel serve as the first point of contact for the third floor. To the west of them behind seminar 8

exam 1

observe 6 storage

lecture hall 1,975 gsfresearch vacant

skills 2 - H

CNB

student commons

training 2b

simulation

building support

hybrid 2

sim. 5

misc. support 100% classroom

observe 4

lobby

15%

skills 1 - H

restroom

observe 5

research

sim. 4

storage

student commons office officelevel incorporates simulation areas The lower previously housed within the general hospital. This concept classroom NCEC misc. support misc. support locates the lecture necessary hall training style classrooms on the floor above. In addition, this layout maintains ample student commons student commons overflow space for students to occupy between simulation sessions. research classroom classroom simulation lecture hall lecture hall building support

skills 3 - E

opn architects

CNB

16,160 sqft

21,280 sqft

5% 12%

12%

exam 5

classroom

lecture hall

sim. 3

opn architects

16,160 sqft

21,280 sqft

25,065 sqft

support program needs theof aid of advanced integrated technology. support program needs withwith the aid advanced integrated technology. restroom 10%

opn architects

exam 2 while utilizing With the steering committee, options surfaced that met the goals established inputinput fromfrom the steering two two options surfaced 86,530 gsf restroom that met the goals established while utilizing 86,530committee, gsf loungeCNB the existing space efficiently. Option A indicates relocating the lobby NCEC into the exam 3while Option B the existing space moremore efficiently. Option A indicates relocating the NCEC into the CNB while Option B 8% 8% 7% 7% indicates the NCEC remaining ingeneral the general hospital. options integrate learning environments stor. indicates the NCEC remaining in the hospital. BothBoth options integrate learning environments sizedsized to to exam 4

control 3&4

student commons

seminar 6

lobby exam 1

misc. support

restroom

observe 3

With 75,820 gsf

0’

administration

The research space located on the same floor with faculty and staff offices, promotes collaboration and

office misc. support

stor.

lobby

concept A

20%

20% 28%

new addition 1650 gsf

restrooms

lower level

25%

observe 2

control 1&2

concept A

stor.

circulation

11,200 sqft

opn architects

existing

ting

faculty & staff offices

building support

14,600 sqft

storage

exg new A concept

wkrm

simulation

concept A

new research

outdoor patio new addition 3540 gsf

hybrid 1

lower level

ces | classrooms classrooms ces | classrooms exg new classrooms

ecture | student udent serv.serv.

exg

second floor

lecture hall

0’

new addition 1650 gsf

20’

40’

The primary objective of concept A is to create a dynamic student centric learning environment. To do so, classrooms, Second floor shows a concentration of classroom spaces. The 80 person hybrid is centrally located to service simulation spaces, and student commons are interlaced, thus individuals reaching the second floor. To the west are a combination of flexible 40/80 person training rooms. Across the building lie a cluster of seminar rooms. These smaller teaching environments support small increasing foot traffic and breathing new life into the conferences or graduate level courses. existing facility.

4 4

3 3

new addition 200 gsf

2 2

vestibule

social commons

faculty & staff offices

building support

circulation

lobby

faculty & staff offices

Concept B places the administration and remaining faculty and staff on the fourth floor. The exact layout of

restrooms

this space will vary resulting from specific programmatic planning in the next phase of development. Seminar and conference rooms are centrally located to support shared use and wayfinding. In addition, the existing conference

conference

staircase is carried up to the fourth floor to aid in the ease of circulation.

40’

11,200 sqft

20’

conference

exg

restroom

seminar 2

LL LL

seminar 3

lobby

existing existing

concept concept A outdoor A patio

concept concept B B

faculty faculty & staff & staff offices offices | research | research

faculty faculty & staff & staff offices offices | administration | administration

4 4 faculty faculty & staff & staff offices offices | classrooms | classrooms

new addition 3540 gsf

80 3 3 faculty faculty & staff & staff offices offices | classrooms | classrooms

faculty faculty & staff & staff offices offices | administration | administration faculty faculty & staff & staff offices offices

2 2 research research | lecture | lecture

classrooms classrooms

hybrid 1

stor.

new

office

seminar 10 12

wkrm

classroom

NCEC NCEC

simulation

classroom classroom

lecture hall

research

simulation

building support

circulation

restrooms

40’

support

restroom

10 10 40 support support program program needs needs with with the the aid aid of advanced of advanced integrated integrated technology. technology. seminar 2 seminar 3 seminar 1

restrooms restrooms

quiet commons

lobby6%

7% 7%

lobby

Concept B aims to maximize the size and quantity of educational spaces within the existing facility to meet the to the existing layout, second floor primarily serves research. To the east of the research area lie a growing needsSimilar of the college. To do so, the lower three levels office cluster of seminar rooms. The adjacency of seminar spaces to the first floor aid in ease of accessibility of misc. spaces throughout the building. In addition, the existing staircase is carried up support through the second of the building classroom are reconfigured to house a variety of integrated student commons floor to aid in the ease of circulation. classroom learning environments. lecture hall research simulation building support

5% 5%

outdoor patio

seminar 3’

seminar 4’

hybrid 2

hybrid 1

new addition 21%21% 3540 gsf

misc. support student commons

31%31%

16,160 gsf gsf 16,160

training 2b

of contact to incoming persons. Located directly west of them, the student commons serves as a point of

student activity supplying spaces for dining, studying, and social needs. To compliment these functions, a two

lecture hall

1,975 gsf gsf 1,975

29%29%

Student life and support are the primary focus of first floor. Student services is positioned as the first point26%26%

classroom

100% 100%

new addition 550 gsf

training 2a

CNBCNB

office

6% 6% 8% 8% stor.

stor.

opn architects

21,280 sqft

classroom

vestibule

indicates indicates the the NCEC NCEC remaining remaining in the instor. the general general hospital. hospital. Both Both options options integrate integrate learning learning environments environments sizes seminar 1’ seminar 2’ 1% 1% hybrid 1

circulation circulation

20’

40’

8% 8%

stor.

vending

22,280 sqft

student commons

20’

0’

31%31%

outdoor patio new addition 200 gsf

20’

the the existing existing space space more more efficiently. efficiently. Option Option A indicates A indicates relocating relocating NCEC NCEC intointo the the CNB CNB while while Optio O student services the the

building building support support

up through the third floor to aid in the ease of circulation.

misc. support

0’

18%18%

With With input input from from the the steering steering committee, committee, twotwo options options surfaced surfaced that that met met the the goals goals established established while while utiliu 80,345 80,345 gsf gsf

restrooms

seminar 11

rooms are centrally located to support shared use and wayfinding. In addition, the existing staircase is carried

office

restrooms

social commons new addition 550 gsf

circulation simulation simulation

restrooms

12 resulting from specific programmatic planning in the next phase of development. Seminar and conference

circulation

research research

concept concept B B

3% 3%

building support

simulation

building support

Concept B places a large portion of faculty and staff on the third floor. The exact layout of this space will vary seminar 12

classrooms classrooms

lecture hall research

40 lecture floor that will be muchhall more vibrant and active as a student gathering and learning environment. research lecture lecture hallhall

new

studentstudent activitycommons supplying spaces for dining, studying, and social needs. To compliment these functions, a two student student commons commons classroom story classroom addition replaces the courtyard. Three seminar rooms are also training provided, resulting in1ba first training 1a

research

exg

research research | classrooms | classrooms

misc. support

officeare the primary focus of first floor. Student services is positioned as the first point Student life and support misc. misc. support support misc. support of contact to incoming persons. Located directly west of them, the student commons serves as a point of

opn architects

wkrm

seminar 9

restrooms

research

opn architects

2 2 1 1

student services

office office

seminar 8

3 3

stor.

seminar 1

wkrm

simulation

LL LL

second floor

new addition

new research

LL LL support quiet commons

opn architects concept B

lecture hall

1 1

first floor

conference

classroom

1 1

concept A

conference

14,830 sqft

conference

student commons

14,830 sqft

vending

misc. support

outdoor patio

11,200 sqft

conference

3 3

14,725 sqft

conference

4 4 11,200 sqft

4 4

administration

office

opn architects

new

14,725 sqft

exg wkrm

lobby

new

concept B

faculty & staff offices

ground floor

administration

first floor

44 concept A

conference

new addition

third floor

5217,310 sqft

concept B

conference

exg

As this s As th

research

support supp

simulation WLbuilding WL support

higher or highe

circulation

professional work | 43 restrooms

NCEC NCEC

story classroom addition replaces the courtyard. Three seminar rooms are also provided, resulting in a first floor that will be much more vibrant and active as a student gathering and learning environment.

0’

20’

40’

necessar nece The The first

in buildin in bu

efficienci effici

within the withi

SECOND FLOOR EXISTING CONDITION 1

second floor are aisle spaces accessibility 1limit reference desk

2 3

areas 2staff computers throughout

second floor

6 14

7 4

4allstudy studylounge rooms

10 11

dispersed

facility

and

second floor

STUDY 166 SF

STAFF 209 SF

NEWS PAPER

7mechanical study roomshafts

STUDY 149 SF

TRAINING 181 SF

size; variety preferred 5 poor visibility into library from

STUDY LOUNGE 3075 SF

underutilized outdoor terrace

10great stairwell views of park

ELEV. 51 SF

7 PRINT & COPY

STAIR 156 SF

entrance 6 mechanical shafts limit flow of

NON FICTION 1893 SF

space for various

REFERENCES

programmatic functions

13 non fiction collection

STOR. 19 SF

PRINT & COPY

14 staff office

open areas

HATCH 11 SF

FEATURED BOOKS

7 great volume 8 underutilized outdoor terrace

MAPS STOR. 45 SF

ELEV. 60 SF

9 great views of park

CIRC. 243 SF

OUTDOOR PATIO 2027 SF

10 nice quiet space

WOMEN'S RR 220 SF STAIR 172 SF

0’

programmatic functions

MEN'S RR 219 SF

2 lobby SECOND FLOOR

EXISTING CONDITION

11 nice flexible space for various

STORAGE 1709 SF

first floor 1 entry

FIRST FLOOR FIRST IMPRESSIONS

310’ book sorting 40’desk 1 20’ reference

computers 2 4 media | fiction | YA collection

entry

first floor 1 poor first impression; solid

EXISTING CONDITION SECOND FLOOR

lobby 2 mechanical chase 3 5 friends book store book sorting 3 study lounge 4 WHERE DO W E GO FROM HERE? media | fiction | YA collection 4 6 staff conference reference room 5 Observations from both first friends impressions and in-depth floor plan book store 5 6 analysis will reading room 6 7 guiding staff workspace aid in future design layouts. Through iteration, various design staff conference room 6 12 options study room 7 have8been vetted in order to converge on an idealized staff office staff workspace 7 programmatic layout. outdoor patio 8 7 OPN jan 28, 17 9Architects storage & staff area2015 staff office 8 restroom 9 storage & staff area 9 10 mechanical room 10 stairwell 7 mechanical room 10 11 elevator 11 elevator elevator 11 12 storage 4 restroom 12 12 restroom 13 non fiction collection staff lounge 13 13 staff lounge 14 staff office stairwell 14

ground floor

living relatives. Although only eight James H. LaRue Highlands 13Ranch

14 stairwell

public meeting room 15

10 12

existing condition

EXISTING CONDITIONS

STAFF RR 41 SF

10 9

PRESCHOOL

STOR. 43 SF

lobby

collection space

staff space

meeting | gathering rooms

10’

ELEC. RM 123 SF

FICTION

20’

40’

0’

10’

20’

KITCHEN 54 SF

RR 50 SF

PUBLIC MEETING RM 1362 SF

MEN'S RR 214 SF

6 3

POWER WALL 217 SF FRIENDS BOOK STORE 171 SF

CIRC. SUPERVISOR 112 SF

STOR. 49 SF

11 into visual overload 10 bad sightlines restrooms 12

and daylighting

12 well laid out great 13 space; limited flowviews between spaces

ENTRY 111 SF

WATER & SPRINK. 98 SF

TELE. & DATA 245 SF

well laid out space; great views

11 visual overload

CONFERENCE 148 SF

CORR. 300 SF

WOMEN'S RR 220 SF

no pre-function space for public

meeting spaces 10 bad sightlines into restrooms

STAFF WORK AREA 227 SF

STAFF WORK AREA 1338 SF

shelving runs are too long and

block views of exterior scenery patio 8 blockoutdoor views exterior 4 of there arescenery many opportunities for 15 restroom 9 natural light and views 4 10 opportunities for natural light stairwell 5 excessive ceiling clutter (lights, 5 11 excessive ceiling clutter elevator signage, bulkheads, etc.) storage at community wall 6 12 no hierarchy 6 no hierarchy at community wall 13 non fiction collection 7 stair is closed, tight,isand hidden 7 stair closed, tight, and hidden 14 staff office 8 underutilized fireplace is underutilized 8 fireplace is

9 no pre-functionmeeting space for public spaces

VEST. 147 SF

BOOK DROP 199 SF

11 2

ELEV. 60 SF

MOVIES

LOBBY 1214 SF

STOR, 25 SF

STAIR 148 SF

ELEV. 51 SF

lobby

collection space

staff space

0’

EQUIP 44 SF

SELF CHECKOUT

lobby

1 15

AUDIO BOOKS

GENERAL COLLECTION 2756 SF

book drop

16 children’s collection

2 9

MUSIC

3 7shelving runs are too long and study room

PERIODICALS

STAFF LOUNGE 333 SF

reference

and confusion of hierarchy and areading confusion of ahierarchy room

14 14 14 4 14 James H. LaRue Highlands Ranch

STAFF WORK AREA 307 SF

15 public meeting roomchildren’s collection

ELEC. & DATA 102 SF

ground floor

CHILDREN'S STACKS 5699 SF

study lounge 2 4no sense of arrival to theofspace 2 no sense arrival to the space

STORY HOUR

FIRST FLOOR

and a lack of transparency fail to chase 3 fail tomechanical welcome visitors. welcome visitors.

TWEEN

with the pinnipeds being their closest

reference desk

first impression; solid walls wallscomputers and1lackpoor of transparency 2

CHESS

caniforms, or doglike carnivorans,

dispersed

4 all study rooms are of similar

JAN. 62 SF

COMPUTERS 1138 SF

9 restroom

flexible 12nice storage

STUDY 214 SF

great volume

are

occupy prime locations

STUDY 211 SF

areas

throughout the facility and

STAFF 210 SF

LARGE PRINT

limit flow of

areaspatio 8open outdoor

STAFF 185 SF

poor visibility into library from

10 11nice quiet space elevator

limit accessibility 3 staff

are of similar

6 reading room

7 8

2 aisle spaces are narrow and

BIOGRAPHIC

READING ROOM 882 SF

a variety of size is preferred 5size; reference

13 3

are

the

second floor 1 heavy concentration of stacks

REFERENCES 812 SF

entrance

narrow and

3occupy mechanical chase prime locations 4

FIRST IMPRESSIONS

heavy concentration of stacks

STORAGE 1389 SF

lobby

14 aisle and daylighting

spaces are narrow and collection space limit accessibility

13 limited flow between spaces staff space

14 aisle spaces are narrow and meeting | gathering rooms

STAIR 172 SF

limitmechanical accessibility| service spaces 1

40’ observation & analysis

ANALYSIS & OBSERVATIONS

0’

10’

20’

40’

0’

10’

20’

40’

DOUGLAS CO. LIBRARIES location : Denver, CO type : civic size : 97,000 sq ft budget : undetermined

new concept logic

1 Create a greater sense of transparency and arrival with a new two story glass atrium.

exst

2 Accentuate the verticality of the new open space with a grand staircase and feature wall.

3 Utilize seldom used outdoor space by enclosing a large portion of the outdoor patio leaving a smaller, protected outdoor space. Infill underutilized rooftop space with new addition.

4 Improve internal circulation and visibility by removing all non structural interior walls and relocating solid walled functions to the perimeter.

37900 sq ft exist exst

opt 1

5550 sq ft

firm : opn architects One of two members in the development of a feasibility study to rehabilitate a series of libraries for Douglas county in Colorado. Lead designer of all book content & graphics. Co-designer of all schematic layout iterations. Sole designer of integrated family components. Lead developer of all cost estimation material. roles fulfilled: field verification & analysis structural coordination creation of architectural content co-creator of schematic design iterations sole curator of all book content co-curator of all book writing infographic design & development lead developer of cost estimates 3D visualizations design of integrated family components

opt 1

opt I

43450 sq ft professional work | 45

SCHEMATIC LAYOUT

new two story lobby

entry

new grand staircase

classic collection

new two story lobby new grand staircase

study room

reduced outdoor patio

integrated family collection 4

den (with fireplace)

4 children’s program room

11 8

ground floor

restroom

event storage

mechanical chase

stairwell

5 room un-conference

new backdrop for large events

optional expansion space

staff kiosk

restroom

3 elevator meeting room

2 3

den

11 12

stairwell

collection space staff space meeting | gathering rooms mechanical | service spaces

new concept schematic layout

10 3

staff kiosk

15 9

collection space

staff space

meeting | gathering rooms mechanical | service spaces

10’

20’

40’

0’

10’

roof terrace expansion

20’

40’

technology aided discovery

proceed. This solution is not intended to be a final design layout, but serves as

realized with furniture. Based on the conversations had during the first &

a starting point from which conversations can evolve.

second meetings, design option 2 was the prefered option from which to James H. LaRue Highlands

second floor

book drop

When going through programming exercises, it is often helpful to see a space

infill of one story roof area

new 2 story glass entrance 0’

BRINGING hands on CONCEPTS discovery TO LIFE

SCHEMATIC LAYOUT

new 2 story glass entrance

consolidated staff area

kitchenette

8 7 9

mechanical room

elevator

1013 staff | storage13 9 for large events 14 flexible layout

DSGN OPT 2 - FIRST FLOOR

DSGN OPT 2 - SECOND FLOOR

OPN Architects

jan 28, 2015

OPN Architects

James H. LaRue Highlands Ranch

collection space

DSGN OPT 2 - SECOND FLOOR

ISOMETRIC VISUALS

staff space

DSGN OPT 2 - FIRST FLOOR

ISOMETRIC VISUALS

meeting | gathering rooms mechanical | service spaces

collection space

staff space

meeting | gathering rooms mechanical | service spaces

new concept visualizations BRINGING CONCEPTS TO LIFE pick & play

pick & sit

To further visualize the space, we have provided a series of color coded isometric views. The colors highlighted on the floors indicate the space use type. 28

James H. LaRue Highlands

OPN Architects

jan 28, 2015

seating zone

jan 28, 2015

OPN Architects

seating zone

To better accommodate the diverse needs of library patrons, I designed a series of integrated family design components. These elements are intended to provide 29 James H. LaRue Highlands Ranch a multiplicity of learning, lounging, searching, and play spaces for persons of all ages.

professional work | 47

CANTILEVER DESK type : personal desk

In contrast to its four legged counterparts, the desk in focus relies entirely on the rigidity and strength of a single support. Cantilevering just under three feet, said desk utilizes the weight of its supporting antique safe as a counter mass to achieve a seemingly weight defying presence. As a concept, the desk is comprised of two hierarchically separated components. The first of said components is a series of hickory planes that wrap about a central figure. Subservient to the outer wrap are a series of lesser internal elements that are utilized to create storage spaces and provide separation between elements. Due to the weight and cumbersome nature of the design, detachable components were crucial to the success and utility of the object. As such, in addition to the two-fold compositional hierarchy, the desk is further separated into three structural units: a mass, a top, and a plinth. DESK BACK PROFILE

PLYWOOD CU

DESK BACK PROFILE

PLYWOOD CU

SCALE 1/8” = 1”

72”

SCALE 1/8” = 1”

10.5”

6.5”

10.5”

6.5”

7”

28”

7”

28”

30.75”

hardwood piece

1.75”

7” 10.5”

6.5”

hardwood pieces

6.5”

hardwood pieces

1.75” hardwood piece 10.5”

29.25”

26.5”

SCALE 1/16” = 1 33.25”

26.5”

bottom surfa 33.25”

bottom surfa

29.25”

28”

27.75”

outside side su 27.75”

outside side su

DESK FRONT PROFILE

27”

DESK FRONT PROFILE

27”

SCALE 1/8” = 1”

72”

SCALE 1/16” = 1

inside side su 72”

3.75”

29.25”

3.75”

29.25”

SCALE 1/8” = 1”

inside side su

23.25”

9”

** all primary surface ** all trim pieces are ** all joints are to be 27.75”

2” steel angle

22”

28”

22”

28”

** all primary surface ** all trim pieces are TOTAL ** all jointsCOST are to be

.5” lag bolt safe to be refinished with rust-oleum sage oil based paint safe to be refinished with rust-oleum sage 1.5” oil based paint

23.25”

27.75”

5” corner bracket 2” steel angle

MATER top assembly cost

TOTAL bottom asCOST sembly c

.5” lag bolt rabbit trim joint

34.75”

rabbit trim joint

grossing faMATER ctor

5” corner bracket ** structural pieces are attached to the side wall of the desk. the table top is attached via bolt and angle to the side wall.

** additional base support to be provided under the bottom surface from remaining scabs of hickory plywood.

** structural pieces are attached to the side wall of the desk. the table top is attached via bolt and angle to the side wall.

** additional base support to be provided under the bottom surface from remaining scabs of hickory plywood.

1.5” 34.75”

design objects | 49

top assembly cost bottom aTOTAL ssembly c grossing factor TOTAL

WATERFALL TABLES type : reclaimed wood tables

The waterfall tables, commissioned by OZ Architecture, are designed to function as large format layout tables. Each table, comprised of 16 wood planks, is crafted from a 40 year old Wyoming snow fence. The wood - twisted, battered, and broken - provided a varied building medium from which all the projects character is derived. Due to the intensity of the woods character, a minimalistic design was pursued. The only design element, the waterfall leg, is used to emphasize the linear nature of the woods cracks and crevaces. process: planks are sawn into dimensional lumber sawn planks are planed to uniform depth planks are glued into a single surface cracks are filled with black expoxy excess expoxy is sanded and reapplied waterfall leg is cut and glued up opposing timber legs are cut blackened steel is used to join elements table is sanded and finished

design objects | 51

BEAM BENCH type : bench

The Beam Bench is a commissioned project for the main foyer of OZ Architecture. The design focuses around the reuse of a W Flange removed from buildings loft. Serving as the benches backbone, the beam is set at an angle between opposing 6x12 heavy timbers. The top is comprised of a series of end grain 2x12â&#x20AC;&#x2122;s laminated into a single sloped surface. The wood top is sloped in opposition to the underlying beam, revealing the angle at which the beam is set. The project is held together only with compression fit joints and wood glue. process: beam is cut from buildings loft timbers are cut & notched to receive beam 2x12 planks are cut into 8â&#x20AC;? segments segments are glued up to reveal end grain glued wood beam is planed to a 3Â° angle wood beam is sanded and finished components are compression fit in site

design objects | 53

CANNED ART type : art installation

Canned Art is an installation that was designed and constructed for the 2016 AMASS Denver Design After Dark. This installation, along with many others, were displayed in a fundraising event to aid the Denver Art Museum. This particular installation was a corporate collaboration with Sherwin Williams and OZ Architecture. The design is a dot pixilation of a â&#x20AC;&#x153;tidal waveâ&#x20AC;? of paint. In addition to being the Co-Creator of the design, I headed the construction and installation team to deliver the piece. All materials for the installation are recycled material, including the paint. The final piece utilized more than 250 paint buckets arrayed across 40 linear feet of wall.

design objects | 55

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

existing concrete shell existing brick shell internal concrete reinforcement 1â&#x20AC;? copper mesh faraday cage with grounding rods epoxy resin interior lining concrete floor steel floor grate hot & cold water mains 10 gauge pressed steel floor brackets floor drain CO2 fire suppression system HVAC duct supply & return 10 gauge pressed steel ceiling brackets electric hoist track LED emergency lights 10 gauge pressed steel server cages 10 gauge pressed steel server racks electric & ethernet conduit

1. 2. 3. 4. 5. 6.

typical server rack cluster pressed steel server cage removable sub-unit quad 2U server package conduit bracket mesh front protection screen

8409600 23040 11520 576 288 48 4 TOTAL GIGABYTES OF CAPACITY

TOTAL SYSTEM UNITS

heat commodoty

90%

heat commodoty

99%

CURRENT SYSTEM

FUTURE CAPACITY

PRIMARY SYSTEM UNITS

as the capacity needs for NM Rothschild grow, the potential for heat sales increases. With electricity at 15.5 pence per kWh, this could be a markedly viable solution for many neighboring companies.

UNITS PER WING

UNITS PER CLUSTER

UNITS PER RACK

UNITS PER SUB UNIT

5 6

12 7

8 13

50%

FUTURE CAPACITY CURRENT SYSTEM

dell poweredge 2550 2U server heat distribution

890 BTU/HR

1580 BTU/HR

23 K servers

20.5 - 36.4 M BTU/HR

100 K servers 17 18

89 - 158 M BTU/HR

above: exploded axonometric of all data center components and expected energy output data

PRIVATIZED INTRASTRUCTURES location : London, UK

NM Rothschild is a leading global financial advisory business that serves governments, corporations, institutions and individuals around the world. With over 900 advisors in 40 countries, Rothschild prides itself on its collection of global intellectual capital. As an institution dedicated to collecting, tracking, and projecting of global financial trends, data management is the essence of their business. The proposed privatized urban intrastructure seeks to protect Rothschilds number one asset, data. To do so, I propose the erection of a data center beneath the companyâ&#x20AC;&#x2122;s headquarters in an abandon first generation tube section. Due to its deep subterranean location, the abandon tube line is ideal for creating an EMP and cyber hack resilient facility. In order to fully reap the benefits of this facility, the proposal seeks to harvest the residual heat byproducts of the data center to heat its own headquarters. Not only should this lessen Rothschilds dependence on local energy grids, but it also provides a avenue for increased return on investment as the remaining heat not utilized by the company can be sold as a public commodity. academic work | 57

PERPENDICULAR PERPENDICULAR TUBE TUBE SECTION SECTION SCALE: SCALE: 1/2”1/2” = 1’= 1’ PARALLEL TUBE SECTION PARALLEL TUBE SECTION SCALE: SCALE: 1/2”1/2” = 1’= 1’

LED emergency LED emergency lights lights

LED overhead lights LED overhead lights

electric & ethernet electric & ethernet conduit conduit

10 gauge pressed 10 gauge pressed steel ceiling truss steel ceiling truss

HVAC duct HVAC duct steel floor grate steel floor grate

electric and ethernet electric cables and ethernet cables

water cooling lines water cooling lines

8000 lb electric hoist 8000 lb electric hoist

existing brick shell existing brick shell copper grounding rod copper grounding rod copper faraday cage copper faraday cage inner concrete lining inner concrete lining epoxy wall coating epoxy wall coating

existing concrete existing concrete

copper grounding rod copper grounding rod copper faraday cage copper faraday cage epoxy wall coating epoxy wall coating LED emergency LED lightsemergency lights 10 gauge pressed 10 gauge steel rack pressed bracket steel bracket 8000 rack lb electric hoist 8000 lb electric hoist 10 gauge pressed 10 gauge pressed steel server cages steel server cages mesh rack guard mesh rack guard LED overhead lights LEDgauge overhead lights 10 pressed 10 gauge pressed steel ceiling truss steel HVACceiling duct truss HVAC duct CO2 fire suppression CO2 suppression waterfire tubing & wiring watersafety tubingbracket & wiring steel steel safety bracket electric & ethernet electric & ethernet conduit conduit steel floor grate steel floor grate water mains waterfloor mains steel bracket steel floor bracket floor drain floor drain existing brick shell existing brick shell

existing concrete existing concrete

ALLEL TUBE SECTION SCALE: 1/2” = 1’ removable steel floor grates

typical server cage

LED emergency lights

LED overhead lights

conduit

NM Rothschild site plan

PRIMARY & BACKUP SERVER FLOOR PLANS SCALE: 1/2” = 1’ COMMAND CENTER FLOOR PLANS SCALE: 1/2” = 1’

generator control station

500 kW diesel generator

fire extinguisher

worker oxygen masks

storage racks

emergency kill switch station

wireless ethernet router

server command center

server repair workbench

server cage hoist hook point

fire suppression gap

III

data center interior

GENERATOR WING FLOOR PLANS SCALE: 1/2” = 1’

academic work | 59

ROTHSCHILD

PRIVATIZED URBAN INTRASTRUCTURE NM Rothschild is a leading global financial advisory business that serves governments, corporations, institutions and individuals around the world. With over 900 advisors in 40 countries, Rothschild prides itself on its collection of global intellectual capital. As an institution dedicated to collecting, tracking, and projecting of global financial trends, data management is the essence of their business. To ensure the security and well being of their employees and clients, Rothschild insists on playing its cards close to chest. The proposed privatized urban intrastructure seeks to protect Rothschilds number one asset, data. In an increasingly insecure financial environment, it has been suggested that a localized data center be erected beneath the site in an abandon tube section. Due to its deep subterranean location, the abandon tube line is ideal for creating an EMP and cyber hacking proof data center. Further, the proposal seeks to harvest the residual heat byproducts of the data center to heat its own headquarters and sell the remaining heat as a public commodity.

ENERGY HARVESTING D I. excess heat from servers water via cooling tubes II. hot water is pumped throu floors heating the entire co III. excess heat is released vi outdoor heat ponds; coole the cycle and repeats the

9 4

LO SC

1. 2. 3. 4. 5. 6. 7. 8. 9. 10

7 6 5

TYPICAL SERVER WING INTERIOR

PERPENDICULAR TUBE SECTION SCALE: 1/2” = 1’

PARALLEL TUBE SECTION SCALE: 1/2” = 1’

PRIMARY & BACKUP SERVER FLOOR PLANS SCALE: 1/2” = 1’

emergency kill switch

wireless ethernet router

server command center

server repair workbench

server cage hoist hook point

fire suppression gap

removable steel floor grates

typical server cage

LED emergency lights

LED overhead lights

electric & ethernet conduit

10 gauge pressed steel ceiling truss

steel floor grate

HVAC duct

electric and ethernet cables

water cooling lines

8000 lb electric hoist

existing brick shell

inner concrete lining

epoxy wall coating

copper faraday cage

copper grounding rod

existing concrete

mesh rack guard LED overhead lights 10 gauge pressed steel ceiling truss HVAC duct CO2 fire suppression water tubing & wiring steel safety bracket electric & ethernet conduit steel floor grate water mains steel floor bracket floor drain existing brick shell

copper faraday cage

LED emergency lights

epoxy wall coating

copper grounding rod

LONDON SITE MAP

existing concrete

abandon northern line tube section

10 gauge pressed steel rack bracket 8000 lb electric hoist 10 gauge pressed steel server cages

SITE SECTION SCALE: 1/8” = 1’

NM ROTHSCHILD

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

DIAGRAM is transfered to

ugh the building omplex ia evaporation in ed water re-enters process 2 II

1. 2. 3. 4. 5. 6.

typical server rack cluster pressed steel server cage removable sub-unit quad 2U server package conduit bracket mesh front protection screen

8409600 23040 11520 576 288 48 4 TOTAL GIGABYTES OF CAPACITY

TOTAL SYSTEM UNITS

heat commodoty

90%

heat commodoty

CURRENT SYSTEM

FUTURE CAPACITY

99%

PRIMARY SYSTEM UNITS

as the capacity needs for NM Rothschild grow, the potential for heat sales increases. With electricity at 15.5 pence per kWh, this could be a markedly viable solution for many neighboring companies.

UNITS PER WING

UNITS PER CLUSTER

I 5

UNITS PER RACK

UNITS PER SUB UNIT

3 III

5 6

50%

890 BTU/HR

1580 BTU/HR

23 K servers

12 7

20.5 - 36.4 M BTU/HR

8 13

100 K servers

9 14

generator control station

generator battery packs

89 - 158 M BTU/HR 500 kW diesel generator

fire extinguisher

worker oxygen masks

storage racks

. rooftop heat pond . rooftop tea garden . plaza heat pond . forklift access ramp . 400 gal diesel fuel tanks . 2000 gal water reserve tank . water pump . secure entry point . freight elevator 0. mechanic work space

FUTURE CAPACITY CURRENT SYSTEM

dell poweredge 2550 2U server heat distribution

OCAL SITE PLAN CALE: 1/16” = 1’

station

existing concrete shell existing brick shell internal concrete reinforcement 1” copper mesh faraday cage with grounding rods epoxy resin interior lining concrete floor steel floor grate hot & cold water mains 10 gauge pressed steel floor brackets floor drain CO2 fire suppression system HVAC duct supply & return 10 gauge pressed steel ceiling brackets electric hoist track LED emergency lights 10 gauge pressed steel server cages 10 gauge pressed steel server racks electric & ethernet conduit

17 18

COMMAND CENTER FLOOR PLANS SCALE: 1/2” = 1’

GENERATOR WING FLOOR PLANS SCALE: 1/2” = 1’

BATTERY WING FLOOR PLANS SCALE: 1/2” = 1’

final proposal composite drawing academic work | 61

VER·NAC·U·LAR

stemming from the 17th century Latin term VERNACULUS meaning indigenous or native

native or peculiar to a particular country or locality

MILWAUKEE, WI

thus vernacular objects are a derivative of the place centric idiosyncrasies from which they were conceived and the cultural body responsible for their ideation

II II

Im Im

m II m II

m II

place is the amalgamation of climate and ecology; when overlain with one another, patterns of similarity begin to rise

are the Lall dwellings of settlement types. l dwellings are the Lsaid structures are for alorofseasonal settlement types. Lsaid l dwellings areuse. the Their structures are for

orms minimize resource al of settlement types. l or dwellings areuse. the seasonal Their dsaid allow for quick erection. are for al of structures settlement types. orms minimize resource or seasonal use. Their structures for dsaid allow for quickare erection. orms minimizeuse. resource or seasonal Their dorms allowminimize for & quick erection. SAGE HALL resource

d&allow for quick are erection. hall dwellings closely SAGE & HALL single hall dwellings but &e hall dwellings closely SAGE &ofHALL utilization anare entry single hall dwellings but vestibule can either &Said hall dwellings are closely SAGE &ofHALL e utilization an entry or storage single hallpurposes, dwellings but &or hall dwellings are closely Said vestibule can either simply privacy esingle utilization of an entry hall dwellings but or storage purposes, . vestibule either eSaid utilization of ancan entry or simply privacy orSaid storage purposes, vestibule can either . or storage simply privacy or purposes, . simply privacy or L. & PARLOR

dwellings are utilized Learlor & PARLOR public and private dwellings are utilized Larlor & PARLOR Typically one enters public and private e& hallPARLOR where most dwellings areliving utilized Learlor Typically one enters

occur. to the earlor publicAccess and private are utilized e halldwellings where most ypically through an living internal one enters eTypically public and occur. Access to the gh some hall private and parlor eTypically hall where living onemost enters ypically through an internal ave an Access external for occur. toentry the e hall where most living gh some hall and parlor room. ypically through anthe internal occur. ave an Access externaltoentry for gh somethrough hall andanparlor ypically internal room. avesome an external for gh hall andentry parlor room. ave an external entry for

metis

ainu

metis

metis 2 metis 2

wakinikon wakinikon

2 2

izba

istaba

izba

14 1 4

izba

1 4 1

lti chamber dwellings are TI L &CHAMBER d of three adjacent rooms. lti& chamber dwellings L TI CHAMBER ermitted through the are dll of three adjacent rooms. which an adjacent lti from chamber dwellings are TI CHAMBER ermitted through the

tached onadjacent either side. dlti ofchamber three rooms. are ll from which an adjacent onality ofthrough thedwellings adjacent therooms. dermitted of depending three tached onadjacent either side. culture. llies from which anonadjacent ermitted the onality ofthrough the adjacent tached on either side. llies from which an adjacent depending on culture. onality of adjacent tached onthe either side. ONTAINED ies depending on culture. onality of the adjacent ONTAINED OUSEBARN iesSTORY depending on culture. TI OUSEBARN housebarn types ytained dwellings throughout TI STORY gate housing and types agricultural housebarn ntained are typically modified together under one primary gate housing andand agricultural yds dwellings throughout TI STORY of the english hall Passages between the dsare together under one primary ncture. typically modified Formal variation is high TI STORY ye. dwellings throughout uses oftenhall permited cture. between of the are english and viathe ofPassages these dwellings nymany are typically modified dwellings throughout ibule and almost always occur uses are often permited via e. Formal variation is high re expanded versions of of the typically english hall and nmany are modified nally. ibule and almost always occur of these dwellings ry dwellings. e. the Formal variation is high of english hall and nally. re expanded versions of many of these dwellings e. Formal variation is high ry dwellings. re expanded of many of theseversions dwellings ry re dwellings. expanded versions of

OURTYARD ry dwellings. OURTYARD OUSEBARN OUSEBARN rtyard housebarn types

1 4 1

14 4

hall & parlor

hall & parlor with loft

hall & parlor

hall & parlor 1 hall & parlor

1 3

1 4 1

4 4

hall & split parlor

1 with loft 6 32 & parlor hall

hall 1 with loft 6 32 & parlor

hall & split parlor 1 3 hall & split parlor 1 3

6 6

slovakian

moldavian

slovakian

1 1 1

lemki lemki

10 jeseniky10

2 2

3 3

1 1

jeseniky

4 54

I-house

moldavian

3 3 1

5 5 5

1 1

15 15

10 10 10 10

8 8

5 4

12 12

9 5

8 8

9 rehielamu rehielamu

4 4 7 4 7 4 7 7

10 10

1 1

2 2

1 1

T-house

6 6

4 4

5 5 9

9 9

5 6 5 6

5 9 5 9

6 15 15

6 6

11 11

11 9 11 9

10 10

4 4

9 four square 9 four square 3 four 63 1 square 1 square four 6 96 9 6

10 10 10 10

9 12 12

5 5

6 6

6 13 13 5

10 5 10 5

upright & wing

5 5

7 7

3 3

2 2 1 1

1 1

3 3

6 6

3 4

intelligent form

4 5 5

7 7

3 3

1 1

2 2

11 11

exploitation of local resources

southern russian 6 southern russian 6 6 6

9 15 15

6 6

16 16

8 87

6 6

5 65 6

upright & wing

6 6

2 2

podneprovye podneprovye

10 10

10 7 7 3 3

estonian island house 7 estonian island house 7 upright & wing 5 upright & wing 5

6 34 6 43

nam

maximized envelope performance

nam

9 9

8 8

transylvanian

6 11 11

nam nam

6 6

transylvanian transylvanian transylvanian

11 11

T-house 6 T-house 6 6 6 6 6 6 14 5 14 6 11 56 11

1 1

T-house

kazakh kazakh

thermal space planning

13 13

9 9

4 by 25 5 8

6 4 4

4 by 2 5 4 by 2 5

9 9

I-house

polessye polessye

1 1

I-house

jeseniky

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moldavian 4

poozerye 5 poozerye 5

11 11

jeseniky

slovakian1

kurpie

6 5 6

moldavian

slovakian

5 4 5 4 5 4

1 4

kurpie

kurpie 1

4 by 2

kurpie

For the majority of human existence, vernacular evolution has been the primary means through which technology has progressed. Said progress is the result of a collective intellectual effort amongst generations of a specific people. The resulting vernacular artifacts are highly refined domestic objects of utility, reflective of the cultural practices and place centric stimuli from which they derived. Despite their modest appearances, the value of these vernacular objects in the greater scheme of human progress is undeniable. Given the value of their contribution, it is discerning that vernacular evolution has all but ceased in the developed world. The following thesis calls to question the abandonment of vernacular evolution and strives to derive a modern vernacular based on the fusion of place centric vernacular principles and contemporary technological capacities.

chuvash 1

hall & split parlor 2

1 chuvash 3

hall2 & parlor with loft

room.

L& TI&CHAMBER L

location : Milwaukee, WI

hearth concentric focus

chuvash

MODERN VERNACULARS

vernacular design principles chuvash

izba

istaba

3 wakinikon 1 3 1 3 1 3 1

istaba

3 1 3 1 3 31

ainu

3 1 3 1

wakinikon

ainu ainu

6 9 6 9 9 9

5 10 5 10 5

15 15

1 38 1 38 2 2 3 3 1 1

6 6

15 15

12 12

embrace the earth

13 13

80% ? GEN 5 them

GEN 4 emb

GEN 5 them

GEN 3 ado

GEN 4 emb

GEN 2 echo

GEN 1 initia

GEN 3 ado

GEN 2 echo

GEN 1 initia

culture is representative of a collective body of intelligence that succeeds any one generation; it is the evolutionary entity that drives vernacular development and carries its legacy

academic work | 63

In order to test the viability of the vernacular principles I synthesized, I chose to test my thesis at a variety of scales; the first of which was a single family dwelling. The graphics below depict formal evolution logic, home heat generation potential, thermal envelope performance requirements, and thermal space planning options. i. separation of daytime & nighttime program

ii. provide gap between program uses for solar mass wall

iii. stack nighttime program to maximize solar access

iv. depress program to utilize site as thermal buffer

v. create thermal buffer space to further insulate heated program

vi. modify buffer space to further insulate heated program and allow for maximum solar access

MAX AVAILBLE BTU

GRADE R60

= 5000 BTU

DISH WASHER 6140 BTU WASHING MACHINE 1450 BTU TV 1360 BTU

WASHING MACHINE 15000 BTU

116,400 BTU 90,000 BTU

MIN AVAILBLE BTU

HEAT GENERATION POTENTIAL 90,000 - 116,400 BTU

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER

DECEMBER

MAX AVAILBLE BTU 116,400 BTU 90,000 BTU

MIN AVAILBLE BTU

DISH WASHER 2400 BTU

SLAB R60

= 5000 BTU

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER

DECEMBER

G FRIDGE 14840 BTU

116,400 BTU

SHOWER 60000 BTU

STOVE 14000 BTU

90,000 BTU

MIN AVAILBLE BTU

AIR 46.2 K BTU

PEOPLE (4X) 8400 BTU

DRYER 14000 BTU

WATER 62.4 K BTU

25% R60

= 5000 BTU

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER

BD BD BD P ST P P L K LK L BD BD BD BD BD B M B MB M P

DECEMBER

DR MAX AVAILBLE BTU 116,400 BTU 90,000 BTU

MIN AVAILBLE BTU

AIR

MAX AVAILBLE BTU

WATER

COMBINED TOTAL

50% R60

= 5000 BTU

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER

DECEMBER

MAX AVAILBLE BTU 116,400 BTU MIN AVAILBLE BTU

90,000 BTU

LV DR

LV DRE

LV DR E

G PST G P STG PST GP STG ST

G ST G STG ST G STG ST BD BDBD BDBD BDBD BD BD BD

BD B BD BBD P ST P ST P ST P STP ST BD M BD MBD M BD MBD M BD BD BD BD BD BD BD A A A B B B B B ST B BD B BD BBD B ST ST BDSTB BD K LK L BD BDBD BDBD BDBD BD BD BD BD BD BD B MB M K L K L K L K LK L DR DR DR DR DR K L K L K L LV LV LV B LV B LV B LV BLV LVB LV LV LV BD LV BDLV BD BD BD LV DRE E E E E E M B M BM B E E K L K L K BL KM BL K M LB M B MB M DR E DR EDR E DR EDR E DR E DR EDR G

B 2nd BD BBD BBD BDBD BDBD BDBD BD BD BD A

BD B BD BBD B BD BBD B DR

K LK L LV LV K LVL K L K L K L K L LV LV LV LV LV M1stBM B M B M B M B M BM B P E DR EDR E P

E P

The cut away below is but one of a series of six that depict the application of the defined vernacular principles to a single family dwelling. Illustrations describe aspects such as heat flow, thermal zoning, material assemblies, and climatic forces.

[5/8”]

[5/8”] gwb wooden I-beam

[16”]

wooden I-beam

bent grass insulation water/fire proof coating [5/8”] osb sheathing [3/4”] wooden clapboard siding [16”]

local concrete mix thermal water coils

[16”]

foundry sand & slag shale aggregate

i. insulating mass wall

ii. thermal mass wall

S W

FLUX SPACE - mud Room - solarium

[DAYTIME] TEMPERATURE CONTROLLED - kitchen - bathroom - living Room - laundry

FLUX SPACE - dining room - pantry - circulation space

[NIGHTTIME] TEMPERATURE CONTROLLED - master bedroom - bathroom - bedrooms

BUFFER SPACE - garage - storage - workshop

academic work | 65

ii. determination of programmatic proximity based on desired thermal ranges

iii. placement of brewery & support functions on site

iv. shift in program organization; realign food service elements to public way

v. placement of one bedroom apartments over heat producing programs

vi. creation of solar atrium, thermal mass walls & thermal buffer zones

IND

COMM

RES

i. identification of symbiotic programmatic relationships

1 BD APT

MULTI BD APT

The second proof of concept focuses on the application of vernacular principles to complex large scale environments. The graphic depicted at the bottom describes the selection of program for its symbiotic potential. To the right are a series of formal diagrams explaining the larger organizational moves that determined the location and proximity of programmatic elements.

SGL FAM HOME

STUDIO APT RETAIL SM OFFICE

SM COMM

BAR MID OFFICE LT IND

RESTAURANT LG COMM

THEATRE LG OFFICE FOUNDRY

MILL BREWERY

H20 PLANT

HVY IND

ONE BEDROOM APARTMENTS Given their sparse occupation and minimal thermal generation, one bedroom apartments are heat dependent. Said dependency suggests their pairing with another heat generating program type.

GASTRO PUB & BAR Due to high occupancy heat gains, gastro pubs are only slightly heat dependent. Depending on the volume of food produced and the size of the cooking operation, pubs should require only minimal thermal supplementation.

RESTAURANT With high occupancy loads and large cooking operations, restaurants produce excessive amounts of waste heat. As such, these programmatic types are ideal partners for heat dependent use types.

BREWERY Though breweries themselves maintain internal temperatures similar to unheated warehouses, the byproducts of the brewing process produce consistent heat generation. Excess heat from fermentation and other brewing processes can be harnessed and used in adjacent programs.

The cut away below is but one of a series of six that depict the application of the defined vernacular principles to a mixed use facility. Illustrations describe aspects such as heat flow, thermal zoning, material assemblies, and climatic forces.

[5/8”]

[5/8”] gwb wooden I-beam

gwb wooden [5/8”] I-beam wooden I-beam [16”] bent grass insulation [16”] wooden I-beam water/fire proof coating [16”]

[5/8”]

[5/8”] osb sheathing [16”] bent grass insulation wooden clapboard siding water/fire proof coating [5/8”] osb sheathing [3/4”] wooden clapboard siding [3/4”]

foundry sand & slag foundry sand & slag local concrete mix thermal water coils

[16”]

[12”]

local concrete mix thermal water coils limestone panels

[16”]

[12”]

limestone panels

local concrete mix local concrete mix

[8”]

soil & bent grass

local mix soil concrete & bent grass [2”] corrugated metal deck [4”] local concrete mix [7.5”] pine timber beam [2”] corrugated metal deck [4”][8”]

[7.5”]

pine timber beam

shale aggregate shale aggregate

academic work | 67