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FOL
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A C
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2
3
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