Callie Coles Portfolio 2018

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Callie Coles

An Introduction I began my journey into architecture when my family lost our home to a fire in 2008. In the course of rebuilding our house, I learned a great deal about the meaning of home and the nature of dwelling. It was during this experience that I realized that I needed to pursue a future in architecture and meaningful space. The University of Oregon was the obvious choice for my education in architecture. I experienced a rich education in sustainable, meaningful, and thoughtful design.

Since graduation I have worked for both the public sector and the private sector, on commercial projects, industrial projects, public projects, and a little bit of everything in between. In my spare time, I am involved in the performing arts scene in Portland and I am an active member of a local women’s social club.

4

5

table of Contents MILL PLAIN APARTMENTs iron fireman collective dove lewis animal hospital Airport Way Business Center belmont self storage moccasin yard building #76 PORTLAND REGIONAL CULINARY INSTITUTE Cross Cottage eugene ymca hand sketches

6 8 10 12 13 14 16 18 20 22

6

MILL PLAIN APARTMENTs

40

28' - 0"

32' - 0" 9' - 10"

9' - 0"

9' -9'3- 1/8" 3"

11'11' - 10 7/32" - 10"

12' - 7"

11' - 11' 2 157/256" - 3"

9' - 4"

REF

W/D

30' - 0"

W/D

35' - 0"

2017 at Mackenzie

10' - 10"

DW

DW

REF

Located on Mill Plain Boulevard in Vancouver, Washington, this site was designed to hold approximately 210 housing units, 315 parking stalls, 60 garages, one maintenance shed, a minimum of 150 covered parking stalls, and a clubhouse.

W/D

UNIT PLAN - 2 BED B 35'

= 1' - 0"

12' - 0"

22' - 0"

8' - 11"

39

UNIT PLAN - 2 BED C 30'32' - 0" 9' - 6" 1/8"

NOTE: GRID SHOWN AT 2' - 0" MODULE SMALLEST UNIT TYPE SHOWN

831 RSF 9' - 0"

07/13/2017 SCHEMATIC DESIGN PACKAGE

12' - 0"

Mill Plain Apartments

35' - 0"

11' - 10"

13' 1/4" 13'- -99"

11' - 4"

2170192.00

30' - 0"

My responsibilities included: creating 3 high quality renderings, developing interior and exterior elevations, investigating trash enclosure requirements and coordinating with local municipalities, developing unit floor plans, and ensuring that accessibility requirements were met throughout the 210 units.

W/D

DW

W/D

W/D REF

DW

REF

UNIT PLAN - 1 BED 30' 1/8" = 1' - 0"

649 RSF

UNIT PLAN - 2 BED A 35' 1/8" = 1' - 0"

NOTE: GRID SHOWN AT 2' - 0" MODULE SMALLEST UNIT TYPE SHOWN

11'11' - 10 7/32" - 10"

07/13/2017 SCHEMATIC DESIGN PACKAGE

9' - 10"

9' - 0"

1,104 RSF

View into Courtyard

40

28' - 0"

32' - 0"

Mill Plain Apartments

11' - 11' 2 157/256" - 3"

9' -9'3- 1/8" 3"

2170192.00

12' - 7"

9' - 4"

902 RSF

1/8" = 1' - 0"

REF

W/D

35' - 0"

30' - 0"

W/D

REF

10' - 10"

DW

DW

W/D

UNIT PLAN - 2 BED B 35'

902 RSF

UNIT PLAN - 2 BED C 30'

1/8" = 1' - 0"

831 RSF

1/8" = 1' - 0"

NOTE: GRID SHOWN AT 2' - 0" MODULE SMALLEST UNIT TYPE SHOWN

07/13/2017 SCHEMATIC DESIGN PACKAGE 32' - 0" 9' - 6"

12' - 0"

39

9' - 0" Mill Plain Apartments

2170192.00

22' - 0"

11' - 4"

12' - 0"

30' - 0"

35' - 0"

11' - 10"

13' 1/4" 13'- -99"

8' - 11"

W/D

DW

W/D

W/D REF

DW

REF

UNIT PLAN - 1 BED 30' 1/8" = 1' - 0"

NOTE: GRID SHOWN AT 2' - 0" MODULE SMALLEST UNIT TYPE SHOWN

649 RSF

UNIT PLAN - 2 BED A 35' 1/8" = 1' - 0"

1,104 RSF

Selected Unit Plans

07/13/2017 SCHEMATIC DESIGN PACKAGE

Mill Plain Apartments 2170192.00

View from Street

7

View of Clubhouse

8

iron fireman collective 2017-8 at Mackenzie The Iron Fireman Collective is a storage warehouse turned maker’s space in SE Portland. Primarily constructed of unreinforced masonry, it has undeniable industrial charm. It was voted one of the most transformative buildings in Portland by the readers of the Portland Business Journal.

I was brought on board the team in 2017 to work on the permit set for the second core & shell project within the building, and as support on additional tenant improvements within the space. In the earliest phase of the project, it was determined that the Iron Fireman Building architecture team would experimentally test the process of completing a core & shell with subsequent tenant improvements in Revit; previously similar projects were managed in AutoCAD only. However, the most complex issues facing the building are code related, and careful tracking of occupant loads must be done to mitigate unexpected upgrade costs.

I have developed the construction documents for multiple permits related to the project, and I have assisted in space planning, seismic trigger tracking, and more.

Exterior View

Future T.I. Space

9 LEGEND

GENERAL NOTES A.

C.

D.

BASELINE OCCUPANCY FIRST FLOOR NAME

AREA

100

S STORAGE STOCK ROOM

181

TOTALS

176 SF 176 SF

15

12 12

18078 SF 7958 SF 92 SF 426 SF 156 SF 26710 SF

100 100 100 100 100

181 80 1 5 2 269

182 SF 480 SF 662 SF 27547 SF

300 300

1 2 3 284

• • •

IRON FIREMAN BUILDING, LLC

1

COMBINED NUMBER OF EXITING OCCUPANTS

REQUIRED WIDTH PER 1008.1.1, 1009.4, 1005.3.1, 1005.3.2 PROVIDED WIDTH

FIRE EXTINGUISHER (SURFACE MOUNT, TYP. SEMI-RECESSED AT ENTRY HALL PER 9 / A0.01 (TYPE 2A10BC). COORDINATE FINAL LOCATIONS WITH FIRE MARSHAL

2

OFFICE

300

143

2

B

100

2

CONFERENCE

STORAGE

S

37

248

B

15

17

300

F1 DARK ROOM

1 OFFICE 135

B

221

100

STORAGE

F1

S

100

TOILET ROOMS

15

156

12

92

100

100

182

1

2

139

300

2

1

FIRST FLOOR OCCUPANCY (2004 BASELINE) 1/16" = 1'-0"

B

3 G1.11

UNDERLAY FROM 2ND FLOOR MODIFICATION - PERMIT #87-117093

100

OFFICE AREA 1206

B

B

212

100

100

1 1

97 SF 37 SF 212 SF 346 SF 6494 SF

300 300 300

3" 1/

0 12 268 0 ‐ 280 0 41 55 1 2 ‐ 99 379

HAZARD SUMMARY

TOTAL SF

OCC. SUMMARY

TOTAL SF

1 2 3 4 5 TOTAL

0 27,155 6,225 0 0 33,380

A B F‐1 S SHAFT TOTAL

0 6,225 26,809 346 0 33,380

936

" '-7 41

2 ‐ ‐ 2 2 3 5 ‐ ‐ 2 3 ‐ ‐ ‐

9,173 248 9,421 21,968 48,754 6,010 592 0 77,324 5,922 14,969 0 20,891 107,636

300 ‐ ‐ 300 100 100 15 ‐ ‐ 300 100 ‐ ‐ ‐

31 ‐ 31 74 488 61 40 ‐ 663 20 150 ‐ 170 864

F-1

2959

HAZARD SUMMARY

TOTAL SF

OCC. SUMMARY

TOTAL SF

1 2 3 4 5 TOTAL

248 85,817 20,979 0 592 107,636

A B F‐1 S SHAFT TOTAL

592 20,979 48,754 37,063 248 107,636

EXIT ACCESS TRAVEL DISTANCE = 167'-0"

4230

33

470

55

100

0

S1

3

31

843

SUITE 160 STORAGE

100

651

MENS RESTROOM

ELECTRICAL ROOM

S-1

500

59

246

2

F-1

100

3

FE

349

F-1

WOMENS RESTROOM 306

F-1

F-1

100

SUITE 150

SUITE 150 STORAGE

F-1

S-1

5866

SUITE 143

SUITE 143 STORAGE

F1

S1

100

655

26

2

F-1

4' - 8"

4' - 0"

1

500

P

BIKE STORAGE

500

321

S2

EX

SUITE 140

SUITE 140 STORAGE

F1

S1

6461

100

714

65

100

500

EXIT 31 6.20" 36.00"

182

2

B

A

B

B

3 G1.12

B

15

11

B

SHEET TITLE:

CODE ANALYSIS

100

2 CONFERENCE 248

B

15

17

300 55

100

DRAWN BY: CGC, DJR

100

3

6.80" 36.00"

Issue Date

100

OFFICE 221

Revision Schedule Revision Delta

100

2

L

1/16" = 1'-0"

B

OFFICE 116

100

1 OFFICE 135

34

34

100

S

37

EXIT

2

164

100

2

M = 42 '-3 "

B

©

MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION

100

9 LUNCH ROOM

STORAGE

DN

FE

801

300

B

B

2 OFFICE

2 OFFICE 143

DI 12 AG 6' ON - 7" AL DI ST AN CE

121 100

1

130

N

F1

1 OFFICE

CIRCULATION

C

FE

S

97

O

- 5" ON TI RA PE SE

500 1/3

99

9

D

2

31

F-1

IT

B

100

8 DARK ROOM

55

15

FILE ROOM

1

34

873

B

701

100

B

B

CHECKED BY: DW

OFFICE AREA

TOILET ROOMS

1206 100

B

OFFICE

100

236

13

B

100

VAULT 212

3

S

SHEET

300

1

G1.12

SECOND FLOOR PLAN 1/16" = 1'-0"

JOB NO.

PERMIT SET: 10/6/17

As indicated

C:\Users\cgc\Documents\Revit Projects\Iron Fireman North\297-IRON FIREMAN NORTH-L.rvt

101A 102A 102B 103A 103B 103C 103D 103E 105A 105B 106A 106B 106C 108A 108B 108C 108D 109A 111A 111B 111C 112A 112B 113A 113B 114A 114B 115A 115B 115C 115D 115E 115F 116A 120A 121A 121B 121C 121F 121G 122A 122B

EPOXY ANCHOR @ 2'-0" O.C. STAGGERED SHIM

1/2x3x3

16 8 x3/ S 6x4 HS

0' - 4"

C8X11.5 CHANNEL, SEE PLAN

C8x11.5

Client

12 A4.10

NOTE: PAINT ALL STEEL MEMBERS TO MATCH SOUTH BUILDING ENTRY CANOPY. ALL STEEL TO BE GALVANIZED

A4.10

IRON FIREMAN BUILDING, LLC

2 A4.10

2

CANOPY SECTION

810 NW MARSHALL ST., SUITE 300 PORTLAND, OR 97209

SURFACE-APPLIED REGLET W/SEALANT

1" = 1'-0"

COUNTER FLASHING

C8x11.5

A4.10 C8x11.5

S1

2' 11

2

156

111

B

13 SALES AREA

E

FIRST FLOOR EGRESS PLAN

Door No.

10'-0"

10' - 0"

DESIGN ROOM 622

7 CONFERENCE

Q

100

SUITE 141 STORAGE

500

1

8 A4.10

B/STEEL

TYP

1/2x2X10'-0"

(2) 3/4" ø GALV. THROUGH BOLTS TOP AND BOTTOM

3/16 3/16

8 A4.10

3/16

2-12

3/16

2-12

TYP

2-12

TYP

TAPERED 1/2" VERT PLATE AT 2'-0" O.C.

TAPERED 1/2" VERTICAL @ 2'-0" O.C.

3/16

2-12

3/16

2-12

TAPERED 1/2" VERT PLATE 3/4" ø EPOXY ANCHOR @ 2'-0" O.C. STAGGERED W/ 6" EMBEDMENT

1/2" DECK 3/8x4x6 W/ (2) 3/4"ø A325N BOLTS @ 3" O.C.

SHIM

3/16

CANOPY PLAN

7

1/2" = 1'-0"

A4.10

Project

IRON FIREMAN NORTH - BUILDING REPOSITION 4644 SE 17TH AVENUE PORTLAND, OR 97202

CHANNEL OUTRIGGER W/ COMPLETE JOINT PENETRATION WELD TO FACE PLATE; SEE12 / A4.10

BASE PLATE TO SLAB BELOW, SEE 16 / A4.10

CHANNEL PER PLAN

3/16 FACE

CHANNEL BEYOND PER PLAN, COPE TOP AND BOTTOM

Q

1/2x3x3

4"

TYP

10 A4.10

0' - 3"

3/16

8 x3/ S 6x4 HS

C8x11.5

0' - 4"

S1

FE

FIRE RISER ROOM

STAIR

57 11.40" 36.00"

DESIGN

R

F

193

11

2

57

EXIT

1005

F1

2150297.00

10/4/2017 5:20:53 PM

A4.10

6

500

1

100

10 SUITE 142 STORAGE 219

2150297.00

10/4/2017 5:20:56 PM

As indicated

1/2x6x1'-2"

TOP OF CONC. OPENING

CANOPY EDGE DETAIL

8

3" = 1'-0"

A4.10

CANOPY CONNECTION TO WALL 3" = 1'-0"

10 A4.10

Room Name ENTRY HALL UTILITY ROOM UTILITY ROOM SUITE 175 SUITE 175 SUITE 185 SUITE 185 SUITE 185 SUITE 175 STORAGE SUITE 175 STORAGE SUITE 175 SUITE 175 SUITE 175 SUITE 155 SUITE 155 SUITE 155

Type

A EXISTING EXISTING C D EXISTING EXISTING EXISTING EXISTING EXISTING C D EXISTING C D B (none) SECURE BIKE STORAGE B SUITE 140 C SUITE 140 D SUITE 140 EXISTING SUITE 141 C SUITE 141 D SUITE 142 C SUITE 142 D SUITE 143 D SUITE 143 C SUITE 150 C SUITE 150 D SUITE 150 EXISTING SUITE 150 EXISTING SUITE 150 F SUITE 150 EXISTING FIRE RISER EXISTING SUITE 160 C SUITE 160 C SUITE 160 D SUITE 160 EXISTING SUITE 160 EXISTING SUITE 160 EXISTING STAIRS EXISTING STAIRS EXISTING

Width

Door Height

6' - 0" 3' - 0" 3' - 0" 3' - 0" 9' - 6" 3' - 0" 8' - 0" 14' - 0" 3' - 0" 8' - 0" 3' - 0" 9' - 6" 3' - 0" 3' - 0" 9' - 6" 3' - 0" 3' - 6" 3' - 6" 3' - 0" 8' - 0" 3' - 0" 3' - 0" 9' - 6" 3' - 0" 9' - 6" 9' - 6" 3' - 0" 3' - 0" 9' - 6" 3' - 0" 8' - 0" 3' - 0" 16' - 0" 3' - 0" 3' - 0" 3' - 0" 8' - 0" 14' - 0" 3' - 0" 18' - 0" 3' - 0" 3' - 0"

8' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 6" 7' - 0" 10' - 0" 14' - 0" 7' - 0" 10' - 0" 7' - 0" 9' - 6" 7' - 0" 7' - 0" 9' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 10' - 0" 7' - 0" 7' - 0" 9' - 6" 7' - 0" 9' - 6" 9' - 6" 7' - 0" 7' - 0" 9' - 6" 7' - 0" 10' - 0" 7' - 0" 14' - 0" 7' - 0" 7' - 0" 7' - 0" 10' - 0" 14' - 0" 7' - 0" 14' - 0" 7' - 0" 7' - 0"

Thk

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

HARDWARE GROUPS

DOOR SCHEDULE NOTES

DOOR SCHEDULE

A4.10

G

1

SUITE 141

2

SLOPE 1/4" PER FOOT

A6.10 1

974 FE

F1

26

R

7

SUITE 142

139

G1.12

0' - 8"

153

11 12

DN

2 FE

EXIT 32 6.40" 36.00"

JOB NO.

S

100

FE

55

32

L

G1.11 PERMIT SET: 10/6/17

F1

126

4

100 FE

SHEET

C:\Users\cgc\Documents\Revit Projects\Iron Fireman North\297-IRON FIREMAN NORTH-L.rvt

100

59

100

4

N

1/3 249

T H

CIRC 12567

40

500

14

OCCUPANCY TYPE MAXIMUM FLOOR AREA ALLOWANCE (CBC TABLE 1004.1.2) NUMBER OF OCCUPANTS

FE

15

9

CHECKED BY: DW ROOM NAME

I

40

UP

Issue Date

DRAWN BY: ATM

ROOM SQUARE FOOTAGE (GROSS UNO) 50

23

U 201

100

35

FE CIRCULATION

32

M

A-3

24

J

202 40.40" 48.00"

SHAFT

443

SUITE 155 STORAGE

COMMON PATH OF EGRESS TRAVEL = 100'-0"

19

O

LEGEND

EXIT

43

SHAFT

30

F1

1

F-1

1834 FE

SHEET TITLE:

WORKOUT

25

V

ENTRY HALL

5868

1227

26

SUITE 155

100

FE

201

Q

BASELINE CODE ANALYSIS

100

FE

35

110 22.00" 72.00"

F-1

# OCCUPANTS

F1

SUITE 175

35

35 7.00" 36.00"

EXIT

SUITE 160

LF

S‐1 SHAFTS (F‐1) TOTAL BASEMENT S‐1/S‐2 F‐1 B CONFERENCE (A) SHAFTS (F‐1) TOTAL FIRST FLOOR S‐1 B SHAFT (F‐1) TOTAL SECOND FLOOR TOTAL BULDING

SUITE 165

500

0

P

GSF

16

FE

S-1 1

AL

15 15 100 300 ‐ ‐ 15 15 100 100 300 ‐ ‐ ‐

=

= 39 '-0 "

0 176 26,710 0 0 26,886 0 605 5,444 99 346 0 6,494 33,380

AG DI

CE 4' AN 12 ST DI L ONA

EXIT

PER PERMIT #16-141368-REV-01-CO

HAZARD CATEGORY

IRON FIREMAN NORTH - BUILDING REPOSITION

1/32" = 1'-0"

17

SE

5 3 2 2 1 ‐ 5 3 3 2 2 1 ‐ ‐

A B F‐1 S SHAFTS (F‐1) TOTAL FIRST FLOOR A B B F‐1 S SHAFT (F‐1) TOTAL SECOND FLOOR TOTAL BULDING

OCCUPANCY

345

- 4" N 91' TIO RA PE

# OCCUPANTS

18

10

65' - 5"

R

©

MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION

500

2

500

IT

LF

19

2

EXIT SEPARATION

UNDERLAY FROM 2ND FLOOR EXPANSION - PERMIT #89-100748

S-1

3

S-1

EX

GSF

FIRST FLOOR EGRESS PLAN - OVERALL

K

FE

2004 OCTOBER BASELINE

HAZARD CATEGORY

NOTE: EGRESS FROM INDIVIDUAL SPACES NOT SHOWN FOR CLARITY

Project

20

1380

SOUTH BUILDING

55 2 G1.12

SUITE 175 STORAGE

STORAGE

746

DI

OCCUPANCY

22 21

606

SUITE 185 STORAGE

100

- 9"

S

Revision Delta

2004 OCTOBER BASELINE

23

FE

F-1

6686

T

1 1 1 3 109

Revision Schedule

NORTH BUILDING

24

SUITE 185

SECOND FLOOR OCCUPANCY (2004 BASELINE) 1/16" = 1'-0"

313

100

2

TOTALS

300

25 F-1

U

1

3

13

S

15

48

2

VAULT

OFFICE 236

100

47 34

UTILITY ROOM 222

= 32 '-1 1"

TOILET

F1

99 SF 99 SF

26

V

98 '8" DIST AN CE

STAIRS

B

176

1 G1.11

B 3

LUNCH ROOM

4

4644 SE 17TH AVENUE PORTLAND, OR 97202

67

S FILE ROOM STORAGE VAULT

2 OFFICE

9 9 7 8 2 13 11 2 2 2 2 3 13 2 3 17 105

ON

S

15

100

100 100 100 100 100 15 15 100 100 100 100 100 100 100 100 15

DI AG

480

100

873 SF 801 SF 622 SF 701 SF 121 SF 193 SF 164 SF 116 SF 130 SF 143 SF 135 SF 221 SF 1206 SF 139 SF 236 SF 248 SF 6048 SF

1/3

100

5

B SALES AREA OFFICE DESIGN ROOM DESIGN OFFICE CONFERENCE LUNCH ROOM OFFICE CIRCULATION OFFICE OFFICE OFFICE OFFICE AREA TOILET ROOMS OFFICE CONFERENCE

101' 3" SEPE RATION

F1

TOTAL OCCUPANTS

11 AG 6' ON - 11 AL " DI ST AN CE

426

B

810 NW MARSHALL ST., SUITE 300 PORTLAND, OR 97209

2

DN

4644 SE 17TH AVENUE PORTLAND, OR 97202

EXIT

MANUFACTURING

B

IRON FIREMAN BUILDING, LLC

2

60

NO WORK THIS AREA. SEE SHEET G1.11 FOR BASELINE CODE ANALYSIS.

11 OFFICE 116

11

202

FE

164

100

2

32

1 G1.12

EXIT ACCESS TRAVEL DISTANCE (300'-0" MAX ALLOWABLE FOR B OCCUPANCY, 250'-0" FOR F1)

FE

300

1

B

OCCUPANT LOAD FACTOR

12

Client

2

40' - 6"

S

97

130

B

AREA

48

COMMON PATH OF EGRESS TRAVEL (100'-0" MAX ALLOWABLE)

IRON FIREMAN NORTH - BUILDING REPOSITION

100

9 LUNCH ROOM

CIRCULATION

STOCK ROOM

NAME

15

47

FE

801

2

32 '-4 "

100

1

DN

EXIT SIGN, SEE ELECTRICAL FOR FURTHER INFORMATION, COORDINATE FINAL LOCATIONS WITH FIRE MARSHAL

2 OFFICE

9 FILE ROOM

11 12

24

=

873

B

15

31

0"

13 SALES AREA

B

UP 31

EXISTING WALL

AN CE

121

39

1

Project

BASELINE OCCUPANCY SECOND FLOOR

30

5

12

97 '-

15

4

34

DI ST

B

55 4 3

32

36" 72"

L

193

22

9

19

201

40

NUMBER OF OCCUPANTS

180

FE

100

1 OFFICE

CONFERENCE

33

35

EGRESS COMPONENT

EXIT

EXISTING MANUFACTURING (F-1) IS CURRENTLY UNCONDITIONED. EXISTING LIGHTING TO REMAIN. WHERE CONDITIONED SPACE IS ADDED DURING TENANT IMPROVEMENT, PERMIT COMPLIANCE WITH OEESC WILL BE REQUIRED.

35

NEW FULL HEIGHT WALL, SEE PARTITION TYPES ON A0.01

100

10

23

35

ROOM SQUARE FOOTAGE (GROSS UNO) MAXIMUM FLOOR AREA ALLOWANCE (OSSC TABLE 1004.1.2) NUMBER OF OCCUPANTS

50

ONA

7

80

B

F1

20

60

126

DI AG

99

2

201 30

OCCUPANCY TYPE

A-3 1227

810 NW MARSHALL ST., SUITE 300 PORTLAND, OR 97209

8 DARK ROOM

100

102 20

1/ 3"

B

231

10 22

40

39 '8" SE PE RA TIO N

622

100

15

201

ROOM NAME

WORKOUT

DESIGN

F1

701

DESIGN ROOM

GARAGE ANNEX 7958

10

24

ENERGY CODE COMPLIANCE

Client

4784 SE 17TH AVE.

1 3

NUMBER OF OCCUPANTS SERVED BY EGRESS ACCESS

EX IT

F1

18078

E.

TOTAL OCCUPANTS

36" EGRESS PATH. SEE GENERAL NOTE "A" FOR EMERGENCY LIGHTING. EXIT SIGNAGE PER D/B ELECTRICAL. ALL SIGNS TO COMPLY WITH OSSC 2014 SECTION 1011.

1

249

B LUNCH ROOM F1 MANUFACTURING GARAGE ANNEX TOILET MANUFACTURING STAIRS

MANUFACTURING

OCCUPANT LOAD FACTOR

REFER TO APPROVED PERMIT #16-141368 FOR ALL INFORMATION NOT SHOWN IN THIS AREA 4644 SE 17TH AVE.

EMERGENCY LIGHTING ALONG THE EGRESS PATH SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE FLOOR LEVEL AT ALL POINTS ALONG THE EGRESS PATH, A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED TO MEET ALL REQUIREMENTS OF SECTION 1006.3.1. (BY SEPARATE PERMIT).

FIRE ALARM PULL STATIONS & NOTIFICATION WILL BE PROVIDED AS REQUIRED PER FIRE CODE. THE EXISTING BUILDING IS FULLY SPRINKLERED AND PROVIDED W/ FIRE ALARM. MODIFICATIONS TO THE EXISTING SYSTEMS WILL BE SUBMITTED AS A SEPARATE PERMIT PER SEPARATE PERMIT SUMMARY ON SHEET G0.01.

PER OFC 509.1, ROOMS CONTAINING FIRE PROTECTION EQUIPMENT (AIR-CONDITIONING SYSTEMS, FIRE SPRINKLER RISERS, VALVES, AND OTHER FIRE DETECTION, SUPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED IN AN APPROVED MANNER. REQUIRED SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. EMERGENCY EGRESS LIGHTING WHERE REQUIRED WITHIN TENANT SPACES WILL BE INSTALLED AS PART OF TENANT IMPROVEMENT PERMITS.

B.

Mat'l

Finish

AL/GL --SC AL/GL -----SC AL/GL -SC AL/GL SC

GL/FF --WD/GL FF -----WD/GL FF -WD/GL FF WD

SC SC AL/GL -SC AL/GL SC AL/GL AL/GL SC SC AL/GL --HM --SC SC AL/GL ------

WD WD/GL FF P WD/GL FF WD/GL FF FF WD/GL WD/GL FF --P --WD/GL WD/GL FF ------

Frame Hdwr Type Finish Group SF --HM AL

FF --P FF

-----

-----

--

HM

--

P

P

HM AL --HM --

P FF --P --

HM HM AL ------

P P FF ------

1 7 3 9 4 3 4 4 2 4 9 4 3 9 4 6 7 9 4 2 9 4 9 4 4 9 9 4 6 4 3 4 3 9 9 4 4 3 4 6 3

1.

2.

3.

Notes

PROVIDE INSULATED GLAZING W/ THERMALLY BROKEN FRAME. VERFIY EXISTING DOOR SIZE AND HARDWARE. U-VALUE OF GLAZING IN DOOR EQUALS 0.29.

EXTERIOR DOORS

INTERIOR DOORS

GROUP 1 - STOREFRONT ENTRANCE / EGRESS (PAIR)

GROUP 5 -LOBBY STOREFRONT ENTRANCE (PAIR)

• • • • • • • •

1,3 2 2

2 2 2 2 2

GENERAL DOOR NOTES 1.

2

• • • • • • • •

EXTERIOR DOORS: 8.5 LBS. INTERIOR DOORS: 5.0 LBS. FIRE DOORS: 15.0 LBS. 4.

5.

2 6

7.

8.

9.

10.

2 2 2

OFFSET PIVOTS (2) CLOSERS (2) PUSH/PULL SET THRESHOLD SWEEP WEATHERSTRIPPING (2) FLOOR STOP ASTRAGAL

GROUP 6 - EGRESS / PASSAGE STAIR

3 PAIR BUTT HINGES (2) CLOSERS (2) RIM PANIC DEVICE (2) FLOOR STOP THRESHOLD WEATHERSTRIPPING ASTRAGAL SWEEP

• • • • •

1 1/2 PAIR BUTT HINGES CLOSER RIM EXIT DEVICE LOCKSET ON PULL SIDE WALL STOP

GROUP 9 - TENANT (SINGLE) • • •

1 1/2 PAIR BUTT HINGES OFFICE LOCKSET WALL STOP

GROUP 10 - RESTROOM • • • • • •

1/1/2 PAIR BUTT HINGES PULL PUSH PLATE CLOSER WALL STOP KICKPLATE

GROUP 11 - CONFERENCE • • •

1/1/2 PAIR BUTT HINGES PASSAGE LATCHSET WALL STOP

• • • •

1 1/2 PAIR BUTT HINGES CLOSER RIM PANIC DEVICE THRESHOLD WEATHERSTRIPPING SWEEP WALL STOP PULL SET CYLINDER LOCKSET

1 1/2 PAIR BUTT HINGES STORAGE LOCKSET KICKPLATE WALL STOP

IRON FIREMAN BUILDING, LLC 810 NW MARSHALL ST., SUITE 300 PORTLAND, OR 97209

GROUP 8 - SHOWER ROOM • • • •

1 1/2 PAIR BUTT HINGES PRIVACY LOCKSET W/ INDICATOR KICKPLATE WALL STOP

GROUP 3 - EGRESS • • • • • • • •

1 1/2 PAIR BUTT HINGES CLOSER RIM EXIT DEVICE DUMMY TRIM ON EXTERIOR WEATHERSTRIPPING SWEEP THRESHOLD WALL STOP

Project

GROUP 4 - SECTIONAL OVERHEAD DOOR •

IRON FIREMAN NORTH - BUILDING REPOSITION

CYLINDER

ABBREVIATIONS AL FF GL HM P SF WD I IT

2 2 2 2 2

Client

GROUP 7 - STORAGE / UTILITY

GROUP 2 - EXTERIOR TENANT DOOR • • • • • • • • •

EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" DOORSAND LESS THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING (USE 1/4" TEMPERED GLAZING MINIMUM, UNO).

HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURE AND UTILITY FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS FORCE. SEE SPECIFICATION FOR ADDITIONAL INFORMATION ON DOORS AND DOOR HARDWARE. COORDINATE W/ TENANT SECURITY VENDOR FOR SECURITY REQUIREMENTS.

6.

• • • • • • • •

GROUP 1A - EGRESS (PAIR)

DOOR HARDWARE SHALL BE CENTERED BETWEEN 36" TO 38" ABOVE THE FINISHED FLOOR. PANIC HARDWARE SHALL BE BETWEEN 36" TO 42".

MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE 18" AT PULL SIDE, 12" AT PUSH SIDE. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING:

2.

3.

OFFSET PIVOTS (2) CLOSERS (2) PUSH/PULL SET (2) RIM PANIC DEVICE ALLOWANCE THRESHOLD WEATHERSTRIPPING ASTRAGAL

4644 SE 17TH AVENUE PORTLAND, OR 97202

ALUMINUM FRAME FACTORY FINISH TEMPERED GLASS HOLLOW METAL PAINTED STOREFRONT WOOD VENEER 1" INSULATED GLAZING UNIT 1" TEMPERED INSULATED GLAZING UNIT

CONNECTION AT HSS 3" = 1'-0"

3/8" THICK FITTED

SIMPSON A35 TYP. (E) DECKING

(E) LEDGER FIELD VERIFY CAP

STEEL CANOPY PER SHEET A4.10

(3) SIDES

3/16

LEGEND - DOORS TYPES

OF CHANNEL AND HSS COLUMN BEYOND B/ STEEL

3/16

SEAL WELD

10'-0"

1 A5.20

T/OPENING 9'-4"

0' - 3"

I

L3x3x1/4 @ 4'-0" O.C. W/ 3/4" ø EPOXY ANCHOR W/6" EMBEDMENT

FACE 1/2x6x1'-2" W/ (4) 3/4" THROUGH BOLTS, SEE 10 / A4.10

3/16

A5.20 SIM.

8'-0"

3/16 3/16

I

B/MULLION

0' - 1 1/2"

L4x8x3/8 LLH W/(2) 3/4" ø A307 LAG SCREWS W/ 4" PENETRATION @ 4" O.C

1' - 0"

2' - 0" NOTE: VERT AND DECK SHOWN FOR CLARITY

12 A4.10

IT

©

MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION

TYP.

4x BLOCKING TO MATCH JOIST DEPTH, FIRST (2) JOIST BAYS

(3) SIDES

0' - 6"

1 CJP

SIMPSON LSTA 18 STRAP

A

Revision Schedule

NOT

Revision Delta

T

IT

B

DOUBLE ALUMINUM STOREFRONT W/ 1" INSULATED TEMPERED GLASS

FIR VENEER WOOD DOOR

C

©

MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION

FIR VENEER WOOD DOOR W/ TEMPERED GLASS

Revision Schedule

Issue Date

Revision Delta

Issue Date

CHANNEL CONNECTION 3" = 1'-0"

17 A4.10 3/16 3/16

I

SHEET TITLE:

CANOPY PLAN AND DETAILS

BASE 3/4x4x1'-3 1/2" W/ (2) 3/4" ø EPOXY ANCHORS W/ 4" EMBEDMENT

I

SHEET TITLE:

DOOR SCHEDULE

T/MULLION 3'-0"

(E) SLAB ON GRADE

4" 1 1/2" TYP.

IT

1/2"

DRAWN BY: CGC

16

HSS COLUMN CONNECTION TO WALL 1" = 1'-0"

17 A4.10

A4.10

CONNECTION AT HSS BASE 3" = 1'-0"

JOB NO.

PERMIT SET: 10/6/17

C:\Users\cgc\Documents\Revit Projects\Iron Fireman North\297-IRON FIREMAN NORTH-L.rvt

Selected Pages From Permit Set

IT

IT

DRAWN BY: KAB

0'-0"

SHEET

A4.10

IT

FINISH FLOOR

CHECKED BY: DW

1 A6.10

ENTRY ELEVATION 1" = 1'-0"

2

3

A5.20

A5.20

CHECKED BY: MJR/DW SHEET

T (TYP.)

D

OVERHEAD SECTIONAL GLASS DOOR W/ TEMPERED GLASS

E

DOUBLE HOLLOW METAL EGRESS

F

A6.10

HOLLOW METAL DOOR

JOB NO.

2150297.00

10/4/2017 5:20:43 PM

As indicated

PERMIT SET: 10/6/17

C:\Users\cgc\Documents\Revit Projects\Iron Fireman North\297-IRON FIREMAN NORTH-L.rvt

2150297.00

10/4/2017 5:20:47 PM

As indicated

10

dove lewis animal hospital 2018 at Mackenzie

Preliminary Finish Palette

A A.2 A.3

B

C

D

E

A A.2 A.3

B

C

ELEC

SURGERY

CT

SURGERY

LAUNDRY

FLEX WORK SPACE

RECEIVING 148 SF

F

MED DIR

OFFICE

TOILET

PREP/RECOVER 192 SF

142 SF

MORGUE 187 SF FR.

FR.

2

CONF 114 SF

ELEV

3

MECH

DOC CHART

CHART

TREATMENT/CHART

CEN SUPPLY

314 SF

240 SF

ELEC

3 EM PET WARD

REF

CONF 161 SF

FR.

ELEV X-RAY

FELINE WARD

150 SF

CANINE WARD 274 SF

3.5

AVANTI

227 SF

PHARM

5

CHART

5

EXAM 1

WOMEN'S MEN'S CMFT RM

168 SF REF

EXAM

EXAM

EXAM

EXAM

CALL CENTER

UP

ELEV LOBBY

TOILET

EXAM

6 6.2

CHART

EXAM

COMFORT

6.2

ELEV

VENDING

7

7.2

7.2

3/32" = 1'-0"

DOVE LEWIS 04/12/18

April 17, 2018

EXAM 3

101 SF

85 SF

379 SF

04/12/18

EXAM 4

EXAM 5

EXAM 6

123 SF

124 SF

100 SF

BLOOD BANK 163 SF

First Floor Plan

Second Floor DOVE LEWIS 3/32" = 1'-0"

2160089.02

EXAM 2

SEAT COUNT: 15

SECOND FLOOR PLAN

Dove Lewis

244 SF

LOBBY

ENTRY FOYER

FIRST FLOOR PLAN

364 SF

800 SF

7

First Floor

INTERNAL MEDICINE SP PRODCEDURE / FLEX

SURGERY TREAT/CHART

6 TOILET

380 SF

184 SF

52 SF

BREAK/TRAINING

REF

ISO EXAM ANTE

EXAM

FLEX TREAT/CHART MATERNITY

LAB

ISO WARD

4

ICU

LAB

110 SF

163 SF

FELINE WARD

TURF

ECHO / CARDIO CHART

164 SF

SHOWER

ER

ICU

LOCKERS FR. REF.REF

4

FOOD PREP

BREAK ROOM

SURGERY STORAGE

SHOWER

CANINE WARD

GURNEY

X-RAY

3.5

OXYGEN

SURGERY

150 SF

OXYGEN

144 SF

112 SF

SCRUB

RADIO READING

CT CNTRL

1.8

ULTRASOUND

FR.

FACILITIES

175 SF

UP

TOILET

April 17, 2018

E

ACCT LEAD

426 SF

2

Dove Lewis

D

1

1.8

I created the renderings with Revit and Photoshop, and assisted with permit set documents while developing the interior design vision.

Page 3

F

1

PACK/PREP

When Dove Lewis came to Mackenzie asking for help turning their second floor office space into additional medical facilities, I was brought on board to help the team develop their interior design and cultivate an environment of compassion and care.

I helped guide the client through design development with the use of atmospheric mood boards to identify their desired aesthetic. Through the use of finish boards, schematic plans, and Revit/Photoshop renderings, I developed the interior design for their new second floor lobby and an update to their first floor lobby.

Through the use of observational data and close coordination with their marketing team, we are developing a scheme that invokes the warmth and compassion that Dove Lewis represents.

2160089.02 2160089.02

11 Page 18

Urban/Walkability

Dove Lewis

2160089.02

February 15, 2018

Page 17

Portland Zen

Dove Lewis

2160089.02

February 15, 2018

Page 14

First Floor Lobby

Active Lifestyle/Hiking

Dove Lewis

2160089.02

February 15, 2018

Page 15

Comfort/Cozy

Dove Lewis February 15, 2018

Second Floor Lobby

First Floor Lobby

Mood Boards

2160089.02

12

Airport Way Business Center

NE AIRPORT W AY

2016 at Mackenzie BLDG 2 55,310 SQ FT 2.3/1000 127 PARKING

E AT IV IV

DR E

I created the construction document set in AutoCAD with limited involvement from others. I also created imagery for marketing purposes, such as a site plan and a semi-realistic perspective.

Challenges included a historical resource on site and a limited budget.

BLDG 1 55,310 SQ FT 1.5/1000 86 PARKING

PR

Located near the Portland Airport, this business center features over 100,000 square feet of space with over 200 parking spots. These creative industrial buildings are primarily constructed of tilt up concrete panels, but they also feature glulam construction in the entry vestibules.

0’

Site Plan JOB #2150352.00 JANUARY 15th, 2016

View From Street

AIRPORT WAY BUSINESS PARK

60’

120’

13

Unitus credit Union 2017-2018 at Mackenzie Mackenzie is proud to have a strong relationship with Unitus Credit Union. I have been heavily involved in 2 different branch designs and lightly involved with 2 additional branch designs.

My responsibilities have included: creation of permit sets in AutoCAD, development of interior details and elevations, finish material specification, and construction administration.

Selected Sheets From Permit Set

14

moccasin yard building #76 2015 at City and County of San Francisco Building Design and Construction This is one of many projects I have worked on that falls under the “creative industrial” label. I am a strong believer that good design doesn’t have to be expensive and Moccasin Yard is a great example of what you can do with a limited budget. While my official role on the project was to model and render the building, I was involved in every step of the design process. I worked closely with the project architect to choose materials, detail connections, and sculpt the form of the building as it sat in the landscape. I also coordinated with the landscape architect to ensure the plants chosen would enforce the overall aesthetic of the building.

East Elevation

Located in Tuolumne County, San Francisco Public Utilities Commission’s Moccasin Yard supports the power house and Hetch Hetchy water system. Building #76 houses 3 separate break rooms, maintenance shops, and offices.

West Elevation

15

South Elevation

North Elevation

16

Cross Cottage Winter 2013 under the instruction of Rob Thallon This project was designed as part of the Oregon BILDS program, which aims to connect students to designbuild housing in the local Eugene area. The site selected in Winter of 2013 was suitable for 4 units. This house was proposed for the southeast unit on the lot. The house itself has 3 bedrooms, one and a half baths, and around 1400 square feet. Designed for a family, but small enough to remain energy efficient, this house is the perfect compromise for eco-friendly families in Eugene.

This house was an exercise in realistic design. This was my first student project in which I really focused on constructability and the use of readily available materials.

The concept of the studio was to design a house that could, in theory, be taken through the construction document phase and then be built by a team of University of Oregon architecture students on a plot of land that was to be donated to the school. Unfortunately the donor was not able to come to an agreement with the school, and so my design was not realized.

South Elevation

West Elevation

Site Section

17

Exterior Perspective

18

eugene ymca Summer 2012 under the instruction of Megan Haight My design process for this building involved a delicate balance between using pencil on paper and digital tools. I began the process entirely by hand, drawing diagrams to turn the program into a building, and continuously oscillating between plan and section. From there, I created a digital model, which I then exported views from. I used the digital screenshots to create hand drawn perspectives, plans, and sections, and then from there I brought the ink drawings into the computer to digitally colorize them.

The YMCA is a place for encouraging community strength and trust, providing a safe place for youth to learn and Grow, and supporting both youth and adults in the pursuit of wellness. Their facilities must enable and embrace their mission.

The new YMCA will embrace a non-religious spirituality, centered around health and wellness. This project was designed in conjunction with the director and co-director of the Eugene YMCA, which was both fulfilling and informative.

Entry Perspective

Laser Cut Model

Concept Sketches

19

Lounge and Courtyard

Site Plan

North/South Sections

Cafe and Lobby

20

hand sketches Spring 2013 under the instruction of Jenny Young and Donald Corner My study abroad trip to Europe had many components, but the main one was pencil sketching. We spent anywhere from two to four hours a day sketching at various sites around Italy and Switzerland.

We drew perspectives, elevations, sections, and axonometrics.

Unfortunately sketching is a skill lost on many architecture students today. Sketching has enabled me to capture the essence of a place while allowing me to open my eyes to new details and relationships that I may not have otherwise seen.

21

22

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.co m