A IDEN
H U MPHR EY
PORT FOL IO
CONTENTS ACADEMIC WORK Bullitt Foundation Living Building Challenge Office Building : Ecotect futurist
4
Bullitt Foundation Office Building : Ecotect Traditionalist
10
InHill Residence / Retail and Performance
16
Classical Campus Bowyer’s Studio
25
Boathouse for University of Oregon Crew Team, Dexter Reservoir, Oregon.
26
National Park Overlook
28
Under the Bridge
30
Door study watercolor
32
Window study watercolor
33
Line drawings and field sketches
34
PROFESSIONAL WORK Good Samaritan Regional Cancer Center: BIM MANAGEMENT
38
Good Samaritan General Hospital Major Surgery Addition TI package
44
Good Samaritan General Hospital Women’s Imaging Center
45
NaturalPoint Inc. Building 2 : BIM MANAGEMENT and DESIGN PARTNER
46
Commercial Center Remodel : PROJECT LEAD
52
Private Residence : DESIGN PARTNER, BIM, RENDERING
56
Commercial Anchor building for large development : DESIGN PARTNER, BIM, RENDERING
58
Private Residence remodel: PROJECT LEAD
60
City of Philomath Park Meeting Place and Shelter
3D MODELING, RENDERING
Technology Services Incorporated Fiber Optic Installation: CIVIL Victorian remodel : 3D MODELING, RENDERING
70 72 73
Bullitt Foundation Living Building Challenge Office Building : Ecotect futurist
Seattle, Washington
This Capitol Hill Seattle Office building is designed to meet Living Building Challenge prerequisites, addressing power, sewer, water and other issues directly in the design. This particular area of Seattle has a highly fragmented urban canopy - amounting to little more than lone trees in parking lots. Flood stage asphalt abounds.
completely inaccessible to the public - and even to building occupants. This building acts like topology - intuitively inviting the public to climb and explore.
The project seeks to create a micro-ecology that will become a pearl on a string of pearls to come eventually linking together with other green spaces to create a wild life corridor through Seattle.
A skyway privileges pedestrian and bicycle traffic, offering safe passage over flood-stage asphalt nearby. Inspired by the New York City Highline pedestrian park, this is envisioned as a similar offering for Seattle.
The western facade also blocks hard western sun with the help of exterior fixed shading, which is integrated into the larger aesthetic.
I incorporate lessons learned from historic thin buildings, but construct a new vernacular based on local topology. I used topology to drive street traffic to the site. This means I created a hikeable hill-park that makes an irresistable invitation to view the city from the roof. The western facade, (below) which was screened in the Traditionalist approach, becomes the invitation to climb in this building-as-topography. The building kneels down to the curb, showing its highlyaccessible green roof. So often green roofs are
Come on up
Underground parking today, a pedestrian skyline for tomorrow.
climate context
Design sketches - nail down important contextual relationships
Intensive, thermally activated Aquaponics, Organic Air filtration, Attention-restoring Soft Fascinations
There are no stairs to the upper two f loors; they gently slope to the first f loor, which follows the rise of the site. Below in the basement, intensive aquaponics supply an organic market place. The greenhouse in this design acts very much like the greenhouse in the traditionalist approach, capitalizing on available winter warmth, uses water as a heat sink, and offers performance support to office workers.
SLURRY TANK
G E L A R
N C E F E R E C O N
R O O M S VENDING, JUICE
BARS, RA W FOO D GR O CERS,
BIO-GAS FUEL CELL
I NT ENS IVE
AQUAP O NICS
AREA
GROUND SOURCE HEAT PUMPS RECLAIMED SEWER HEAT
EATIN G
, SMA LL M
EETI
NGS
30
0,0
00
GA
LS
TO
RA GE
TA
NK
9000 SF
basement plan
east / west section
south elevation
10
ACADEMIC WORK
Bullitt Foundation Office Building : Ecotect Traditionalist
This is an alternate design for the Bul- In addition to the efficiencies of passive litt Foundation Headquarters, envi- design, there is the grace and charm of sioned within a heritage pallette. daylight’s falling moods, the wholebody push of a passing column of A Word on Heritage Building Stock air, and many other essential oils that make Architecture the art and Before HVAC was an acronym, ar- balm that it is to the human heart. chitects had to find ways to passively It is the music and medicine of Arcool and light their buildings - which chitecture that is most dramatically in the case of large scale office buildings empowered by the centuries-old science required fundamental design decisions of passive design. about massing and building envelope. Today we can build a large square building and pump conditioned air deep into the core. Before HVAC, if a large office building was to have adequate ventilation, it needed to be carefully massed and oriented to make the most of the sun and wind. Generous f loor-to-f loor heights and atria permitted daylighting deeper into the f loor plate. For architects looking for a store of tricks and techniques for the 21st century passive design, a look back to the late 19th century may yield rich rewards. This was the point in architectural history when we had the technolog y to build tall buildings, but had not yet implemented the technolog y to cool and mechanically ventilate these buildings.
Seattle, WA “Living Building Challenge� Office Building
11
Ascend up into the tree canopy, through a living arch of branches; - and then step out into the sunlight and main entry.
12
West facade entry perspective
A Word about Ornament
fuse light. This permits dramatic, filtered views down to the city over the Ornament can be functional. Wrought course of the day and year. ironwork screens the western facade from late summer sun. The ironwork The tin ceiling ornament increases the hangs open in loose tracery below the surface area of the slab by almost 50 canopy shade line, admitting light, percent, increasing the efficiency of and tightens above the canopy to dif- night flushing cycles.
Daylighting sudies executed in RADIANCE
13
A 5 story garden... that doubles as an office building. Greenspaces have been studied and found to have significant impacts on our ability to maintain healthy concentration cycles. Providing “soft fascinations� which effortlessly capture, rest, and restore human concentration, greenspaces enhance human performance over the course of a work day.
14
3D Printing, on the Cheap After building a 3 dimensional computer model of this project, I wanted to create a physical model for presentation purposes and to further test the design.
Using a plugin to “unfold” the 3D model, I created 2D laser cutter files which could be exported into Illustrator, and then to a laser cutter. The laser cutter made multiple cut sets, from which I built several models, with the knowledge that I had extra parts in reserve if I mangled something.
A normal 3D printed model would have cost many hundreds of dollars at the scale and complexity I needed, so I created my own 3D model “printing” workflow using the technol- The end product was precise ogy I had at hand and beautiful.
north
west
south
15
16
InHill Residence / Retail and Performance
Coquille, Oregon
The owners of InHill wished for a unique combination of residential and retail living. As owners of an art gallery, they take particular pleasure in living near the hubbub and social activity of an art and retail theater. With a private residence, a performance and display space, a series of invitation-only retail shops, a great space featuring landscape architecture melding into interior architecture, InHill is a truly unique experience. Social functions frequently spill out from the great space onto the wide stone pavement and generously proportioned stairs. The structure merges into the hill behind, settled and grounded in the land.
17
18
A dining room, living room and loft studio. The living room is a grassy hill with soft tufts of deep grass.
Children and grandchildren are fond of playing here and rolling down the hill.
19
The idea of invitation only retail relationships is not as exclusive as it may sound. It is a way to leverage social networks to target market segments which will be most keenly interested in the value of specialty retailers and art dealers. A retailer invites an initial, carefully selected group of customers to a special evening of art and musical performance. The group is selected based on their Klout scores. This group of people is allowed to invite up to four others, initially, with more invitations given out at the discretion of the shop owner. The long term vision is to establish partnerships between retailers and community segments, and to create a very personal relationship between buyer and seller.
20
The performance space in foreground, with retail and residence in background.
The owners act as hosts for InHill, forming personal relationships with many customers. They consider the community to be their larger family, and take a pronounced delight in arranging social functions and opening their family to their community. In this small community in southern Oregon, InHill stands out as an anchor and friend to the city.
A wide spiral staircase scribes the edge of the grass hill, leading to the open studio
21
22
Classical Campus
Eugene, Oregon
The client desired a downtown location for a new College campus, with a powerfully stated classical schema. In the main facade at left, symmetry and hierarchy overtly and unapologetically rule. Massive composite columns with vernacular black iron work capitals span three f loors in the entry way. Red brick warms overcast winter days. A perspective section study relates the entry sequence at lower left to the Great Hall at upper right.
View from Great Hall to Entry
Four views of the Great Hall
23
24
A Bowyer is a professional bow maker. This studio subtly advertises the bow maker’s craft in its roof form.
Bowyer’s Studio
25
26
Boathouse for University of Oregon Crew Team, Dexter Reservoir, Oregon.
27
High atop a hill in the cascade mountain range sits the Lookout, an observation perch with an accompanying cabin to facilitate long-term research. Most of the timbers are light enough to be carried in with pack animals and assembled on site.
28
National Park Overlook
Mount Hood National Forest, Oregon.Building
A Storm comes around the mountain.
29
30
Under the Bridge
Path to the Bridge
31
32
Door study watercolor
Live painted in the field in one session.
Window study watercolor
33
34
Line drawings and field sketches
(several sketches touched up in Photoshop)
35
36
PROFESSIONAL WORK
37
38
PROFESSIONAL WORK
Good Samaritan Regional Cancer Center: BIM MANAGEMENT
Over the course of this fourteen month project, I provided BIM assistance, and eventually full BIM management of a regional cancer center project, totalling more than 17,000sf. I created intelligent, self-documenting custom components from casework to curtain walls. I created schedules with components that auto-reported themselves and necessary details. I defragmented and streamlined the main model, reworking walls, foundations, ceilings, roofs
and windows to meet project requirements. I solved deep lists of building demands, dealt with specifications, researched building components from elevator systems to door suppliers, addressed structural and mechanical conflicts and detailed the majority of the bid set.
Large beams conflicted with the building envelope in numerous places
I own a personal copy of Revit 2013 which I use to work from my home office, and to continue training on the software.
Mysterious structural curbs were detected on the service level - showing clearly as a conflict in the 3D model, but less so in many 2D drawings.
The knife-plate on this structural column base protruded through the building’s skin in places. Because the knife plate was buried in a late-surfacing structural detail, this would not have been obvious until it was in construction phase. By modeling important, but easily overlooked structural components, I saved headaches on the job site.
39
1'-2 1/8" 7 1/8"
3 A3.04 7 7/8" 2'-0"
1'-10 1/4"
2'-0"
2'-0"
2'-3"
2'-0"
2'-0"
2'-0"
2'-2 1/2"
2'-0"
2'-0"
12
17
05
A7.12
INFUSION STATION
10'-6 1/8"
1100 07
91 SF
07
18
A5.01
17'-7 1/2"
10
07
1101
1102
80 SF
81 SF
1 A3.04
05
18
1101
6'-4 7/8"
1102
07 8'-4 7/8"
9'-7 7/8"
7'-10 3/4"
4'-5"
9 3/4"
8'-8 1/8"
3'-6"
1103
1104
1105
79 SF
80 SF
79 SF
07
INFUSION STATION
4'-1 3/8" CG
CG
07
1103
CG
6'-1 3/4"
349 SF CG
07
5 A5.06
14'-10 1/8"
07
ALCOVE
07
1132
24
6'-7 1/8"
31
1132
07
CG
09
2'-11"
CG
07
07
CG
1130
5'-6"
8
07
NURSE STATION
1127
1127
13
1167
43 SF
05 07
05
31 SF
CG
CG
6'-4 1/2"
CG
CG
8
33
8'-5 3/4"
6'-3 1/4"
07
CG 1116
1115
8'-5 3/4"
1131
05
0째 150.0
1128 CG CG 07
9
PANIC HARDWARE
8'-4 7/8"
09
8 3/4"
12'-10 3/4"
A3.07
16
1'-4 7/8" 2'-2 3/8" 2'-0"
17
17 18
18 2'-0"
2'-4 7/8"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
05
05
18 16
10 3/8" 10 5/8" 16
4'-8"
17
18 2'-0"
2'-0"
2'-4 7/8"
5'-3 1/4"
5
A7.11 19
17
05
2'-0"
2'-0"
18 2'-0"
2'-0"
4
PATIO
R
16
1129
A3.04
3'-6"
13
05 6 A3.04
193 SF
18
16
05
18 2'-0"
82 SF
17
1'-2 3/8"
6'-5"
07
82 SF
82 SF
05
19 2 A3.04
2'-0 3/8" 1'-2 1/2"
25'-7 1/2"
7 1/8"
2'-4 1/2"
19
1112
1113
18
2'-0"
2'-0 3/8"
05
07
1114
12
2
10'-5"
10'-6 1/2" 17
05
M
81 SF
07
81 SF
05
INFUSION STATION
INFUSION STATION
INFUSION STATION
Date
A5.04 2 13
/8"
4 A8.03
18
1115
1116
07
2 A8.03
07
Description
3
19
1112
17 2'-
137 SF 15
INFUSION STATION
07
No.
22
07 1113
6" 3'-
1117
INFUSION STATION
CG
/4"
INFUSION STATION
07
01 1'-
35 SF
CG
08
1164 15
1133
07
05
8'-4 3/4"
1114
1131
07
34
CG
07
CG
ALCOVE
Q
PATIENT TOILET
A5.06
479 SF 8'-4 7/8"
DEVCO Engineering, Inc. 245 NE Conifer, P.O. Box 1211 Corvallis, OR 97339 (541) 757 8991 (541) 757 9885
32
07
07
07
FreshAire Engineering 8245 NW Chaparral Drive Corvallis, OR 97330 (541) 738 8704 freshaire2002@earthlink.net
10
9
08
1128 207 SF
A5.03
35
Consultant Address
Phone Fax
133 SF
44 SF
ALCOVE
Robert D Young architect 330 Bush Street SE Salem, OR 97302 (503) 378 7990 (503) 588 7378 b.young@qwestoffice.net
05
9A
CLEAN STORAGE
99 SF
PATIENT TOILET
20 A5.03
ARCHITECT Address Address Phone Fax e-mail
A5.04
1125 1125
Samaritan Regional Medical Center 3600 NW Samaritan Drive Corvallis, OR
Consultant Address
1133
07
05
44 SF
NURSE MANAGER
23 A5.03
STORAGE
PATIENT TOILET
43 SF
07
1124 28 SF
A3.09
5
CLIENT Address Address
Phone e-mail
2
A5.04 6
1126
25
4
07
NOURISH
436 SF
1163
7
30
1123
CORRIDOR
62 SF 1130
PATIENT TOILET
A5.03
SOILED HOLDING
5'-4 1/8"
07
CG
1117 17'-8"
2'-10 3/4"
08
07
CG
8'-2 1/8"
05
09
E O OREG F
1106
8
05
3
3
CG
CG
1122 1'-11 1/4"
05
92 SF
L
A3.08
CG
1126
05
115 SF
5 A5.03
A7.07
P
119 SF
8'-0 3/4"
1166
07
CG
62 SF
1162
1121
06
2
1122
6'-11 3/4"
CORRIDOR
4'-2 7/8"
1121
8'-5"
6
07
07
13 07
4'-0"
5'-0 7/8"
22
VACUUM TUBE STATION
05
BILLING
A5.03
AT
1 A5.04
8'-4 3/4"
30 SF
CG
SOILED HOLDING
A5.03
A5.03
21
07
7 A5.06
152 SF
20'-1 1/2"
11
07
1105
8'-4 7/8"
2'-4 1/4"
6
CG
3'-11" 3'-5 5/8"
13'-2"
1120
4'-2 7/8"
RED ARCH
SALEM, OREGON
1106
07
RECEPTION
1001
07
1104
8'-4 7/8"
1161
07
14
10
TE
1107
LARGE INFUSION STATION
INFUSION STATION
07
34 SF
16
15
05
05
17
INFUSION STATION
11
3 A5.03
16
2'-0"
05
10
14
2'-0"
0째 30.0
K
1 A5.03
2'-0"
12
1 A5.01
CORRIDOR
8 3/4" 1'-9 1/2"
CG
07
07
2'-3"
17
1160
1100
10
2'-0"
ALCOVE
6
1000A
2'-0"
ROBERT D. YOUNG
19
19
07
17
2'-0"
16
5 A8.03
INFUSION STATION
05
1'-10"
ST
0째 .0 75
17
INFUSION STATION
6 A8.03 18
17
2'-0"
CT
05
2'-0"
N
14
1'-9 5/8"
2'-0"
I TE
16 1
1'-3 7/8"
5'-2 5/8"
8 A3.03
J
13
7 1/8" 7 1/4"
2'-0"
ON
11
16
9 A3.03
REG I S
S
15
18
2'-4 7/8"
2'-0"
1'-2 1/4"
25'-2 1/2"
16
16'-0" 1'-5 7/8"
2'-0 1/8"
10 1/2" DN
72'-4 1/8"
5
A3.08 3 A8.03
V
1
sim
sim
1
A7.20
12'-8 3/8"
13 A3.03
1
A7.20
A3.08
4
N
A3.07
1
12'-6 1/8"
sim
1
3
sim
A7.20
A7.20 4
40
CANCER CENTER ANNEX - BID SET ENLARGED PLAN LEVEL 1 - SE WING
1
A3.08
Project number Date
7 A3.04
Drawn by
A3.08
LEVEL 1 - ENLARGED - SE WING 1/4" = 1'-0"
A glimpse into the bid set. (no longer to scale - originally ANSI-D)
Checked by
WALL TYPES: SEE A4.01
Project Number 8/3/2012 AIDEN HUMPHREY BOB YOUNG
A4.05 Scale
As indicated
8/30/2012 4:15:08 PM
15'-5"
UP
AG451T TYPICAL STOREFRONT WINDOW JAMB DETAIL * 3" = 1'-0"
20
16
1'-1" 1'-1"
HSS 3"X3"X1/4"
1'-0"
STRUCTURAL COLUMN BASE PLATE
9 7/8"
16
1'-0 5/8"
10
2 1/2"
18
8 7/8" 05
6 5/8"
1'-6 5/8"
1'-5 1/4"
8
1'-1 3/8"
S
" 7/8 10
01 3'-
/8"
T
1'-6"
9 1/2"
10 1/8"
05
05
D
05
D
1
2
G 12
05
05
07
DETAIL - LEVEL 1 - W WING - 6 * 1" = 1'-0"
17
DETAIL - LEVEL 1 - W WING - 1 * 1" = 1'-0"
short array door width (default) Value: 2’ 1 3/4” =Length/4 doorwidth (default) Value: 1’2 183/256” =Length / (door numx + door numy + 1) door height (default) Value: 2’7” = Length /3 2 door array door width (default) = 4’ 3 1/2” =Length / 2
13
DETAIL - LEVEL 1 - SW WING - 5 1" = 1'-0"
5"
Date
2'-0 3/8"
6 5/8"
05
L 9"
T 09
09
1'-6 3/8" 18
18
05
05 10 A3.03
H
15
SEALANT AND BACKER ROD
CANCER CENTER ANNEX - BID SET PLAN DETAIL - LEVEL 1 - W, SW, ENTRY Project number Date Drawn by
6 5/8"
BRICK SILL (BELOW)
Checked by
12
3 door array door width (default) Value: 2’ 10 85/256” Long trigger (default) Value: 1 =if(not(Length < 6’), 1, 0) 4 trigger (default) Value: 0 = if(and((Length < 6’), (not(Length < 4’ 6”))), 1, 0) 4 array vis (default) Value: 1 = 4 trigger = 1
DETAIL - LEVEL 1 - SW WING - 6 1" = 1'-0"
11
DETAIL - LEVEL 1 - SW WING - 3 * 1" = 1'-0"
3 trigger (default) Value: 0 = if(and((Length < 4’ 6”), (not(Length < 3’ 6”))), 1, 0) 2 array vis (default) Value: 0 = Length < 3’ 6” door numx (default) Value: 3 = if(Length < 6’ 3”, 2, if(Length < 9’ 7”, 3, if(Length < 12’, 4, if(Length < 15’, 5, if(Length < 18’, 6,
6
DETAIL - LEVEL 1 - ENTRY - 8 1" = 1'-0"
Project Number 8/3/2012 AIDEN HUMPHREY BOB YOUNG
A8.02
05
05
18
Description
DETAIL - LEVEL 1 - ENTRY - 7 * 1" = 1'-0"
05
8 3/4"
9 3/4"
18 18
No.
7/8" HAT CHANNEL
DETAIL - LEVEL 1 - SW WING - 9 9 1" = 1'-0"
18
9 7/8"
18
8 9 1/2"
1'-9 5/8" 1'-7 1/4"
18
05
1'-6 5/8"
8 7/8"
1'-7 1/4"
05
DETAIL - LEVEL 1 - SW WING - 7 ** 1" = 1'-0"
10
7
BRICK SILL (BELOW)
07 05
8
DETAIL - LEVEL 1 - W WING - 2 * 1" = 1'-0"
4
1'-2 1/2"
15
07
5 7/8"
DETAIL - LEVEL 1 - W WING - 5 * 1" = 1'-0"
12
1'-6 5/8"
3
1
18
DETAIL - LEVEL 1 - ENTRY - 5 ** 1" = 1'-0"
10 1/8"
1'-11 1/4"
" 3/8 11 1'-
18
DETAIL - LEVEL 1 - ENTRY - 2 1" = 1'-0"
10
BRICK SILL BELOW
18
T
15
10"
F
1'-3"
DEVCO Engineering, Inc. 245 NE Conifer, P.O. Box 1211 Corvallis, OR 97339 (541) 757 8991 (541) 757 9885
05
18
05
07
2
Z FURRING
5
10 5/8"
18
FreshAire Engineering 8245 NW Chaparral Drive Corvallis, OR 97330 (541) 738 8704 freshaire2002@earthlink.net
S
7
05
16
DETAIL - LEVEL 1 - ENTRY - 6 * 1" = 1'-0"
07
DETAIL - LEVEL 1 - SW WING - 2 * 7 1" = 1'-0"
7 5/8"
18
3
8
/2" 51
05
05
Consultant Address
4 3/4"
18
B
Robert D Young architect 330 Bush Street SE Salem, OR 97302 (503) 378 7990 (503) 588 7378 b.young@qwestoffice.net
Phone Fax
M
HAT CHANNEL
DETAIL - LEVEL 1 - SW WING - 1 * 1" = 1'-0"
12
05
GYPSUM BOARD
15
1'-0 1/2"
RAIN DRAIN AND OVERFLOW DRAIN
BRICK SILL (BELOW)
SEALANT
07
7
DETAIL - LEVEL 1 - W WING - 4 * 1" = 1'-0"
18
05 18
09 09
07 ARCADIA AG451T STOREFRONT WINDOW AND DOOR ASSEMBLY
COLUMN BASE PLATE
13 10 1/2"
05
ARCHITECT Address Address Phone Fax e-mail
4 1/8"
05
COLUMN BASE KNIFE PLATE
E
Samaritan Regional Medical Center 3600 NW Samaritan Drive Corvallis, OR
Consultant Address
SEALANT
3'-10 1/8"
18
18
05
1'-6 5/8"
18
23.
CLIENT Address Address
Phone e-mail
GYPSUM BOARD
8"
E A
14
DETAIL - LEVEL 1 - ENTRY - 1 1" = 1'-0"
1 1'-5"
1'-1" 2'-2"
COLUMN BASE KNIFE PLATE
1'-4 5/8"
ON
6" STUDS
1'-1"
1
BRICK SILL (BELOW)
MORTAR JOINT
SEALANT
T500 TYPICAL CURTAIN WALL WINDOW JAMB DETAIL ** 3" = 1'-0" 1'-0"
2'-2"
SHEATHING
GYPSUM BOARD 19
E O OREG F
Scale
As indicated
if(Length < 21’, 7, 8)))))) door numy (default) Value: 3 = if(Length < 6’ 3”, 2, if(Length < 7’ 6”, 2, if(Length < 10’ 6”, 3, if(Length < 13’ 6”, 4, if(Length < 16’ 6”, 5, if(Length < 19’ 6”, 6, 7))))))
Plan details (top) and (above) code I created to make a parametric cabinet door array with a leading door that always opens to the wall.
41
8/30/2012 4:12:53 PM
GYPSUM BOARD
LATH
11 3/8"
SEALANT
AT
MORTAR SETTING BED
2 LAYERS WATER RESISTIVE BARRIER
ARCADIA T500 OPB25600 SERIES CURTAIN WALL
SELF ADHERING MESH TAPE EMBEDDED IN SENERSHIELD
ROBERT D. YOUNG
ST
U
SENERSHIELD
ARCADIA AG451T STOREFRONT WINDOW
RED ARCH
SALEM, OREGON
BACKER ROD AND SEALANT
BACKER ROD AND SEALANT
TE
CULTURED STONE
SENERGY ASAP
SENERGY ASAP
SELF ADHERING MESH TAPE EMBEDDED IN SENERSHIELD
9
DETAILS ENDING WITH ** SEE ENLARGED DETAIL 20 A8.03
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH
SENERSHIELD
DETAILS ENDING WITH * SEE ENLARGED DETAIL 19 A8.03
SENERGY LAMINA: SENERGY FINISH COAT SENERGY REINFORCING MESH SENERGY BASE COAT
REG I S
SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD
CT
SENERGY LAMINA: SENERGY FINISH COAT SENERGY REINFORCING MESH SENERGY BASE COAT
I TE
SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD
ROOF MEMBRANE LAPS UNDER PARAPET WEATHER BARRIER
FIBER CEMENT FASCIA ON 16 GA. Z FURRING
6 A7.19
RIGID INSULATION AND CHANNELED WEATHER BARRIER OVER GYP. BD. SHEATHING
SEALANT AND BACKER ROD
GUTTER
ONE PLY ELASTOMERIC MECHANICALLY FASTENED MEMBRANE ROOFING VAPOR RETARDER 4" RIGID INSULATION 5/8" PLYWOOD SHEATHING METAL DECKING MINERAL WOOL FIREBLOCKING
SENERGY EIFS SYSTEM OVER GYP. BD. SHEATHING
DEFLECTION HEADER
LAP SENERSHEILD OVER GUTTER FLASHING
DEFLECTION HEADER
LAP ROOFING OVER FLASHING
EIFS FINISH OVER GYP BOARD SHEATHING
AT
T.O. ROOFING OVER SHELL 369'-5 1/4"
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH 2" MIN
ONE PLY ELASTOMERIC MECHANICALLY FASTENED MEMBRANE ROOFING VAPOR RETARDER 4" RIGID INSULATION 5/8" PLYWOOD SHEATHING METAL DECK
FIBER CEMENT SOFFIT ON 16 GA. Z FURRING WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH 2" MIN
ROBERT D. YOUNG
SALEM, OREGON
FIBER CEMENT FASCIA ON 16 GA. Z FURRING RIGID INSULATION AND CHANNELED WEATHER BARRIER OVER GYP. BD. SHEATHING FIBER CEMENT SOFFIT ON 16 GA. Z FURRING
T.O. ROOFING OVER SHELL 369'-5 1/4"
FIXED SUN SCREEN SENERGY EIFS SYSTEM OVER GYP. BD. SHEATHING
Samaritan Regional Medical Center 3600 NW Samaritan Drive Corvallis, OR
ARCHITECT Address Address Phone Fax e-mail
Robert D Young architect 330 Bush Street SE Salem, OR 97302 (503) 378 7990 (503) 588 7378 b.young@qwestoffice.net
Consultant Address
FreshAire Engineering 8245 NW Chaparral Drive Corvallis, OR 97330 (541) 738 8704 freshaire2002@earthlink.net
WINDOW SYSTEM Consultant Address
SINGLE PLY ROOF MEMBRANE OVER SHEATHING ON METAL STUD FRAMING
E O OREG F
CLIENT Address Address
Phone e-mail
LAP SENERSHEILD OVER GUTTER FLASHING
FIBER CEMENT BOARD TRIM
RED ARCH
ON
PLYWOOD SHEATHING
PAINTED METAL COPING
7 A7.19
FASCIA 2'-0" TYP.
FASCIA 2'-0" TYP.
FACE OF FRAMING
ROOF MEMBRANE LAPS UNDER PARAPET WEATHER BARRIER
PAINTED METAL COPING
TE
CT
STEEL PARAPET STRUCTURE
ST
TRANSLUCENT ROOF ASSEMBLY
M
PLYWOOD SHEATHING
WEATHER BARRIER OVER GYP BD. SHEATHING
GYP. BD. AFIXED TO STRUCTURE TO SUPPORT BATT INSULATION
I TE
2'-4"
WEATHER BARRIER OVER GYP BD. SHEATHING
STEEL PARAPET STRUCTURE
M
REG I S
GYP. BD. AFIXED TO STRUCTURE TO SUPPORT BATT INSULATION
Phone Fax
SEALANT
DEVCO Engineering, Inc. 245 NE Conifer, P.O. Box 1211 Corvallis, OR 97339 (541) 757 8991 (541) 757 9885
8 A7.19
FIBER CEMENT SOFFIT ON 16 GA. Z FURRING
FLASHING AND SEALANT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH 2" MIN
STOREFRONT WINDOW SYSTEM WITH INTEGRATED DOOR CONCRETE SLAB FLASHING AND SEALANT
CONCRETE SLAB
EIFS COLOR CHANGE 2" REVEAL STRIP
5 A7.19
CONCRETE SLAB ON METAL DECK
LEVEL 2 354'-7 1/4"
SENERGY EIFS SYSTEM
SOUTHEAST BALCONY
LEVEL 2 354'-7 1/4"
9 A7.19 PRE-MANUFACTURED FASCIA TO SOFFIT FLASHING
FIBER CEMENT SOFFIT ON Z FURRING ON 5/8" GYP BOARD SHEATHING
EIFS CEILING ON METAL STUD
10 A7.19
SEALANT AND BACKER ROD SENERGY EIFS SYSTEM
BATT INSULATION WITH NO VAPOR RETARDER
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH
FULL LENGTH BULLNOSE BRICK SILL
ACT LAY IN CEILING
SEALANT AND BACKER ROD FLASHING
No.
Description
Date
PATIO FLASHING BLOCKING
SEALANT AND BACKER ROD
ACT WALL TRIM
EIFS FINISH OVER SHEATHING PEDESTRIAN TRAFFIC COATING
SEALANT AND BACKER ROD
WINDOW SYSTEM WRAP GYP BOARD AT SILL
INSULATION
BRICK AND TIES
4 A7.19
CONCRETE PATIO SLOPES 1/4" :12" TO SOUTH DRAIN
LEVEL 1 341'-7 1/4"
BRICK AND TIES
LEVEL 1 341'-7 1/4" INSULATION EIFS CEILING ON METAL STUD
CRAWLSPACE 336'-7 1/4"
SENERGY EIFS SYSTEM CEILING ON METAL STUD
CONTINUE BRICK VENEER TO FOOTING, WEEPS
PARKING ENTRANCE CONCRETE SLAB
CANCER CENTER ANNEX - BID SET WALL SECTION - SE WING
CONCRETE SLAB COMPACTED GRAVEL BASE
COMPACTED GRAVEL BASE
SERVICE LEVEL 328'-1 1/4"
SERVICE LEVEL 328'-1 1/4"
Project number Date Drawn by
COMPACTED GRAVEL
2
42
WALL SECTION - SE WING - M 1/2" = 1'-0"
Checked by
1
WALL SECTION - SE WING - M GRID 1/2" = 1'-0"
I detailed most of the final bid set under the direction of the project architect. I can produce many more pages upon request
Project Number 8/3/2012 AIDEN HUMPHREY BOB YOUNG
A7.10
REFER TO STRUCTURAL DRAWINGS FOR METAL FRAMING DETAILS Scale
1/2" = 1'-0"
8/30/2012 7:21:17 PM
PAINTED METAL FLASHING OVER SHELF ANGLE. WEEPS
SALEM, OREGON
ST
4
3
FLASHING
6 A7.17
ONE PLY ELASTOMERIC MECHANICALLY FASTENED MEMBRANE ROOFING VAPOR RETARDER 4" RIGID INSULATION PLYWOOD SHEATHING
WRAP MEMBRANE ROOF OVER PARAPET CAP
sim METAL STUDS
FIBER CEMENT PANEL 1" Z FURRING CHANNEL WATER RESISTIVE BARRIER 5/8" GYP BD. SHEATHING
FACE OF FRAMING
VAPOR RETARDER
SEALANT AND BACKER ROD WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH
SEALANT AND BACKER ROD WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH 2" MIN
Samaritan Regional Medical Center 3600 NW Samaritan Drive Corvallis, OR
ARCHITECT Address Address Phone Fax e-mail
Robert D Young architect 330 Bush Street SE Salem, OR 97302 (503) 378 7990 (503) 588 7378 b.young@qwestoffice.net
Consultant Address
FreshAire Engineering 8245 NW Chaparral Drive Corvallis, OR 97330 (541) 738 8704 freshaire2002@earthlink.net
Consultant Address
LEVEL 2 354'-7 1/4"
Phone Fax
DEVCO Engineering, Inc. 245 NE Conifer, P.O. Box 1211 Corvallis, OR 97339 (541) 757 8991 (541) 757 9885
ACT WALL TRIM
BATT INSULATION WITH NO VAPOR RETARDER
ACT LAY IN CEILING BATT INSULATION WITH NO VAPOR RETARDER
ACT WALL TRIM ACT LAY IN CEILING
GYP BOARD
SUNSCREENS 350'-7 1/4"
VAPOR RETARDER
SENERGY EIFS SYSTEM OVER GYP BOARD SHEATHING OVER 6" METAL STUDS WITH R-19 BATT INSULATION OVER VAPOR BARRIER OVER GYP BOARD
METAL STUDS
BRICK COLUMNS TO MATCH EXISTING
R19 INSULATION SHEATHING SENERSHIELD
FLASHING, WRAPPED BY SELF ADHERING MESH TAPE EMBEDDED IN SENERSHIELD
TUBE STEEL PER STRUCTURAL
SENERGY ADHESIVE BASE COAT APPLIED TO EPS INSULATION BOARD
CONTINUOUS INSULATION
LATERAL SUPPORT
SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT
SELF ADHERING MESH TAPE EMBEDDED IN SENERSHIELD sim
LEVEL 2 354'-7 1/4"
E O OREG F
CLIENT Address Address
Phone e-mail
SHEATHING FIBER CEMENT SOFFIT
FIBER CEMENT PANEL 1" FURRING CHANNEL
9 A7.17
FLASHING WRAPS OVER ELASTOMERIC ROOFING PRESSURE TREATED WOOD NAILER / BLOCKING
SLOPE ROOF TO DRAIN
FLASHING
LEVEL 2 354'-7 1/4"
ONE PLY ELASTOMERIC MECHANICALLY FASTENED MEMBRANE ROOFING TAPERED RIGID INSULATION METAL DECKING TUBE STEEL PER STRUCTURAL
RIGID INSULATION STAGGER OVERLAP 6" MINIMUM
PAINTED METAL COPING
2'-0"
2
2'-0"
ONE PLY ELASTOMERIC MECHANICALLY FASTENED MEMBRANE ROOFING VAPOR RETARDER 4" RIGID INSULATION PLYWOOD SHEATHING
AT
ON
ROBERT D. YOUNG
CT
REG I S
RED ARCH I TE
TE
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH MIN 2" MAX 12"
9 A7.17
FLASHING, WEEPS
WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH MIN 2" MAX 12"
sim
9 A7.17
No.
sim
Description
Date
FLASHING, WEEPS
LEVEL 1 341'-7 1/4"
LEVEL 1 341'-7 1/4" COMPACTED GRAVEL
VAPOR RETARDER
COMPACTED GRAVEL
CONCRETE PATIO SLOPE 1/4" - 1'-0"
SIDEWALK SLOPE 1/4" - 1'-0"
CRAWLSPACE 336'-7 1/4"
BATT INSULATION VAPOR RETARDER 1 A7.17
CRAWLSPACE 336'-7 1/4"
sim
1 A7.17
3
WALL SECTION - W WING - GRID S 1/2" = 1'-0"
SECTION THROUGH NORTH CANOPY 1/2" = 1'-0"
BENTONITE WATERPROOFING
BENTONITE WATERPROOFING BUILDING PAD COMPACTED GRAVEL
1
EXPANSION JOINT
BATT INSULATION
2
sim
WALL SECTION - W WING - SOUTH ALCOVE 1/2" = 1'-0"
CANCER CENTER ANNEX - BID SET WALL SECTION - W WING Project number Date Drawn by Checked by
Project Number 8/3/2012 AIDEN HUMPHREY BOB YOUNG
A7.01
REFER TO STRUCTURAL DRAWINGS FOR METAL FRAMING DETAILS Scale
1/2" = 1'-0"
43
8/30/2012 7:22:22 PM
EXPANSION JOINT
LEVEL 1 341'-7 1/4"
Simple, quick 3D views for client meetings (Nurse Station)
I provided CAD support and 3D modeling for this Major Surgery Addition TI package
44
Good Samaritan General Hospital Major Surgery Addition TI package
When a large hospital wanted to remodel its Women’s Imaging center, they needed more sophisticated renderings for user input and fundraising. Working from CAD, I built and rendered these raytraced views of the architect’s proposal, very closely approximating the actual materials specified in the schedule by using textures directly from the manufacturer.
I also generated a walkthrough video to be used at a fundraising gala. The green way-finding carpet squares were, shall we say, -striking- in the color specified by the interior designer, and the clients appreciated the chance to see the color in “real life.”
I have peformed other work for this hospital which I do not feature in this portfolio, involving CAD support for two Hospital Administration remodels and an as-built CAD background for clinic remodel. I can provide documentation from these projects upon request.
Good Samaritan General Hospital Women’s Imaging Center
45
NaturalPoint Inc. is a rapidly growing high tech manufacturing corporation specializing in optical tracking technology.
Neil Richardson, Architect, into scaled drawings, floor plans, building sections and elevations in a little over 8 billable hours.
This facility houses Administration For rendering purposes I export and Manufacturing, totaling ap- the model to Sketchup, add modelproximately 36,000 sf of new space. ing detail and then export again to GPU based rendering software for This project has been executed in physically based ray tracing. BIM (Revit) from the start, allowing me to turn trace paper sketches from
46
NaturalPoint Inc. Building 2 : BIM MANAGEMENT and DESIGN PARTNER
Corvallis, Oregon
47
48
66'-0"
10'-4 1/4"
10'-7 7/8"
3
10'-0"
4
12'-2 1/4"
1
2
TILT UP CONCRETE WALLS (TYP)
21'-8"
15'-6"
J MECH
ELEC
105
104
102
152 SF
228 SF
172 SF
CURTAIN WALL, E FACADE ONLY
101
10'-0"
6'-0"
22'-0"
4
13'-0"
14'-10 1/4"
22'-0"
OFFICE
319 SF
432 SF
www.neilrichardsonarchitect.com Neil Richardson AIA - LEED AP 23476 Woods Creek Rd Philomath, OR 97370-9775 541.602.9041
22'-0"
ELEC
205
21'-6"
OFFICE
106 150 SF
15'-6"
OFFICE
CONFERENCE
3
21'-6"
J
OFFICE
OFFICE
202
201
200
83 SF
186 SF
303 SF
21'-6"
66'-0"
2
21'-6"
1
9'-0"
OPEN OFFICE
110
CORR
111
8'-0"
210
120 171 SF
121 173 SF
114
115 145 SF
15'-6"
5'-8"
5'-8"
OFFICE
21'-6"
124
123
178 SF
142 SF
OFFICE 122
MANUFACTURING
132 SF
217 212 SF
20'-8 3/8"
10'-4 3/4"
22'-1 1/4"
14'-9 1/2"
7'-9"
OFFICE
10'-4 3/4"
8'-6 1/4"
OFFICE
OFFICE
218
219
220
197 SF
157 SF
145 SF
13'-8 3/8"
11'-0"
6'-0"
8'-3 5/8"
13'-8 3/8"
11'-0"
3'-0"
10'-6"
6'-0"
2
2
LEVEL 2 1/8" = 1'-0"
5'-0"
6'-0"
JAMES RICHARDSON
4'-0"
3'-0"
8'-0"
6'-0"
6'-0"
6'-0"
MANUFACTURING
NATURAL POINT
10'-6"
E
A104
LEVEL 1 1/8" = 1'-0"
310 SF
215
DN
OFFICE
216 212 SF
66'-0"
1
CORR 328 SF
F
3"
OFFICE
14'-1 5/8"
BREAK 14'-1 5/8"
11'-0"
OFFICE
E
125 266 SF
UP
157 SF
6'-6 7/8"
6'-2"
6'-6 7/8"
11'-0"
OFFICE
CORR
316 SF
212
4'-0"
6'-0"
2'-0"
ADMINISTRATION LEVEL 1 AND 2 PLANS Project Number Date Drawn By Checked By
Scale
Project Number 8/08/2012 AIDEN HUMPHREY NEIL RICHARDSON
A102
1/8" = 1'-0"
8/8/2012 12:58:14 PM
119 177 SF
211
OFFICE
6'-0"
118 173 SF
3'-5 1/2"
14'-3"
OFFICE
Date
OFFICE
CONFERENCE
15'-6"
OFFICE
10'-9 1/2"
10'-9"
OFFICE
10'-9 3/4"
68 SF
214 112 SF
6'-0"
11'-2 1/4"
213
BREAK
15'-6"
126 241 SF
11'-0"
Description
STOR
21'-7 1/4"
3"
113 157 SF
116 93 SF
3"
F
CORR
117
16'-9 5/8"
11'-0"
OFFICE
G
STOR
91 SF
3'-5 1/2"
17'-0" 9'-0"
112 157 SF
16'-9 5/8"
11'-0"
OFFICE
No.
14'-0"
478 SF
6'-1 1/4"
8'-0"
209 117 SF
172 SF
COPY
Consultant Address Address Address Phone
1364 SF
66'-0"
110'-0"
206
1
10'-5 1/4"
OPEN TO BELOW
DN
LAVATORY
1167 SF
117 SF
208 117 SF
H
A104
G
Consultant Address Address Address Phone
88'-0"
100
43'-10 7/8"
LOBBY
11'-0"
LAVATORY
CORR
CONCRETE AWNING BELOW
LAVATORY
11'-0"
UP 22'-0"
11'-0"
109 117 SF
110'-0"
20'-9 3/8"
207
3'-11 1/2"2'-6"
LAVATORY
12'-6"
H
CONCRETE AWNING ABOVE
7'-7"
262 SF 4'-2"
11'-0"
49'-7 1/8"
107
CORR
16'-0"
5" 4'-0"
3'-11 1/2"
25'-0 1/8"
8'-0"
8'-0"
108 172 SF
1031 SF
3'-0"
12'-0"
CORR
OPEN OFFICE
Consultant Address Address Address Phone
ELEV
I
103
22'-0"
I
MACH
ELEV
8'-0"
9'-0"
6'-0"
5'-7 1/8"
Using BIM, any structure tied to a gridline will “flex” when the gridline moves. This makes it easier to explore quick schematic changes than is typically the case with a Sketchup 3D model, where complex wall joins have the potential to “break” when moved.
49
50
These conceptual renderings of the lobby led to much discussion of the clientâ&#x20AC;&#x2122;s vision for how architecture could help support the culture and special needs of his engineering workforce.
51
2
I painstakingly measured the existing building to create a base 3D model. This model served for demolition, shell construction, TI and leasing phases. I learned that remodeling an existing structure is much more involved and time-consuming than building from a blank slate.
1
52
Commercial Center Remodel : PROJECT LEAD
Corvallis, Oregon
3
This extensive commercial center remodel began life as a sort of 1960â&#x20AC;&#x2122;s feral Taco Time, complete with giant arch window. As Project Lead it was my intention to completely transform this structure with the budget we had. The clients liked my first pass and the contractor was confident we were in budget.
Shortly later we learned we were several hundred thousand dollars over budget. Simultaneously, the client decided they wanted a sort of New-England cape cod look, and flood plane, seismic and unforseen new financial pressures suddenly arose.
city engineering, city planning, a surveyor and others, we were able to move forward with a new design that met the budget and the clientâ&#x20AC;&#x2122;s stylistic leanings.
From this project I learned the importance of cost estimation and perserverance. The owners are very pleased and have referred After much research, contacts with FEMA, other business to us.
This project took patience and resilience to overcome obstacles
53
(4
(4 32/<67<5(1( &251,&( 7<3,&$/ 3$,17 0$7&+(6 *5(< 3,/$67(56
$ 5 & + , 7 ( & 7
(4
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
&+(&.(' %<
1(,/ 5,&+$5'621
1,17+ 675((7 (/(9$7,21 VFDOH &8/785(' 6721( 3,/$67(5
$
352-(&7
(4
(4
'$7(
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
678&&2
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521*
352-(&7
1,17+ 675((7 &(17(5
352-(&7 $''5(66
:$/187 %/9' (/(9$7,21 VFDOH
$
'(6,*1(' %< $,'(1 +803+5(<
1: 1,17+ 675((7 &259$//,6 25(*21 32/<67<5(1( &251,&(6 *5(< 0$77( ),1,6+
(/(9$7,216
678&&2
1R 5HYLVLRQ 'DWH
1R 5HYLVLRQ 'DWH
&5,&.(76 29(5 6.</,*+7 &85%6
%
6.</,*+76 5(6,'( ,1 %8,/7 83 6+($7+,1* 21 3$5$3(7 %5$&(6
3$,17
7<3,&$/ 2) 3,/$67(5 &$3,7$/6 $ % & '
1: 1,17+ 675((7 &259$//,6 25(*21
6&833(5 $1' '5$,1
$
(4
678&&2
(4
1,17+ 675((7 &(17(5
352-(&7 $''5(66
%8,/7 83 3,/$67(5 *5(< 0$77( ),1,6+
6,1*/( &(5$0,& 7,/(
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521*
(;7(1' 5,*,' ,168/$7,21 %(<21' *<0 6 ($67(51 :$//
%8,/7 83 &$3,7$/ $1' %$6( *5(< 0$77( ),1,6+ 72 0$7&+ 0,''/( 3,/$67(56
522) 67(36 '2:1 $7 (1' 2) *<0 6 5,*,' ,168/$7,21
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
$,'(1 +803+5(<
(4
'5$:1 %<
'(6,*1(' %< $,'(1 +803+5(<
(;,67,1* (/(&75,& 0(7(5 $1' %2; 72 5(0$,1
(4
'$7(
(4
(4
QHLO ULFKDUGVRQ
6,1*/( &(5$0,& 7,/(
6,1*/( &(5$0,& 7,/(
(4
60$// &5,&.(76 )5217 ($&+ 6833257 3267
&
'
60$// &5,&.(76 )5217 ($&+ 6833257 3267
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
5,*,' ,168/$7,21 &217,18(6 72 :(67 )$&$'(
1257+ (/(9$7,21 VFDOH
$
&8/785(' 6721( 3,/$67(5 %8,/7 83 &$3,7$/ $1' %$6(
$
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
$
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
6287+ (/(9$7,21 2) 1257+ 72:(5 VFDOH
3$,17
522) 3/$1 VFDOH
+:< (/(9$7,21 VFDOH
$
6+((7 1$0( 522) 3/$1
/ ( * ( 1 ' +,*+ /2:
6/23( $552:
6+((7 1$0( (/(9$7,216
6+((7 180%(5
$
)/$7 522) 6/23(6 $5( 0,1,080
6+((7 180%(5
$
6&$/(
6&$/(
67((/ %5$&,1* )25 3$5$3(7 :$// 6(( 6758&785$/ )25 '(7$,/ 6/23( 522) 72 5($5 ($67 '5$,1
32/<67<5(1( &251,&(
7<3( ; 6+((752&. 67((/ 678'6 2& 6+($7+,1* 02,6785( %$55,(5 (;,67,1* &08 :$// +(,*+7 9$5,(6
&8/785(' 6721( &2/801 7$3(56 $1' ',(6 ,172 &251,&( 7<3,&$/
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
1257+ 72:(5 '5$,16 72 %$&. ($67
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ 1(: 3$5$3(7 6(( 6758&785$/
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
67((/ 522) -2,676 6(( 6758&785$/
'(6,*1(' %< $,'(1 +803+5(<
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
$
'$7(
(;,67,1* &08 3$57< :$// +(,*+7 9$5,(6
(;,67,1* 6/803 6721( :$// 5816 $'-$&(17 72 &08 3$57< :$// )25 $3352;,0$7(/<
( : %8,/',1* 6(&7,21 7+528*+ (1&25( VFDOH 2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521*
$
67((/ 678' 635$< ,1 ,168/$7,21 7<3( ; 6+((752&. 60227+ +$5',(3$1(/ 02,6785( %$55,(5 6+($7+,1* 67((/ 678' 7<3( ; 6+((752&.
(;,67,1* ; 3$5$//(/ &+25' 75866
$
'(6,*1(' %< $,'(1 +803+5(< (;,67,1* ; *,5'(5
:+(5( (;,67,1* :$// 352758'(6 0(7$/ 678' 635$< ,168/$7,21 7<3( ; 6+((752&.
( : %8,/',1* 6(&7,21 7+528*+ 1257+ 72:(5 VFDOH
:$// 7+,&.1(66 9$5,(6 '8( 72 35(6(1&( 2) (;,67,1* 6/8036721( :$// 6(&7,216
1,17+ 675((7 &(17(5
635$< ,168/$7,21
(;,67,1* &08 :$// 3$57,$//< 352758'(6 ,172 1(: :$//
1 6 %8,/',1* 6(&7,21 7+528*+ 1257+ 72:(5 VFDOH
352-(&7 )8//< $'+(5(' 522) 0(0%5$1( )/$6+,1* 678&&2 02,6785( %$55,(5 6+($7+,1* 635$< ,168/$7,21 67((/ 678' 2& 6+($7+,1* 7<3( ; 6+((752&.
'$7(
67((/ 678' 2&
(;,67,1* &08 :$//
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521* 352-(&7 1,17+ 675((7 &(17(5
1257+ 72:(5 '5$,16 72 %$&. ($67
352-(&7 $''5(66
352-(&7 $''5(66
1: 1,17+ 675((7 &259$//,6 25(*21
1: 1,17+ 675((7 &259$//,6 25(*21
/$3 522) 0(0%5$1(
67((/ 678' +($'(5 6,// $1' %5$&,1*
1R 5HYLVLRQ 'DWH
522) %8,/7 83 72 6/23(
(;,67,1* 75866(6 (;326(' 72 6+$)7 $%29( $1' 5220 %(/2:
1R 5HYLVLRQ 'DWH
;36 5,*,' ,168/$7,21 6+($7+,1* 7<3( ; 6+((752&.
3$5$3(7 %5$&,1* 6(( 6758&785$/ )25 '(7$,/
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
5,*,' ,168/$7,21 29(5 *<0
3$5$3(7 67$1'6 $%29( '5$,1$*( 3/$,1 21 2 & 68332576
(;,67,1* ; 3$5$//(/ &+25' 75866 (;,67,1* ; *,5'(5
:$// 9$5,(6 (;,67,1* 6/803 6721( :$// 1(: 67((/ 678' :$//
.$:1((5 :,1'2:
5(&(66(' &$1 /,*+7,1* 7<3( ; 6+((752&. &217,18286 7+528*+ ),(/' 2) 3,(5&,1* 75866 &+25'6
1(: +($'(5 6(( 6758&785$/ )25 '(7$,/
*877(5 )$6&,$ 6+,(/'6 9,(: 2) 3$5$3(7 '5$,1
(;,67,1* ; 3$5$//(/ &+25' 75866(6 2&
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
$
%8,/7 83 )/2:(5 %2; 25 %(1&+
0(7$/ 678' 635$< ,1 ,168/$7,21 7<3( ; 6+((752&.
(;,67,1* 6/8036721( :$//
$
67((/ 678'6 635$< ,1 ,168/$7,21 7<3( ; 6+((752&.
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
(;,67,1* &08 :$//
1 6 %8,/',1* 6(&7,21 7+528*+ 7$// 3$5$3(7 VFDOH
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
(;,67,1* ; *,5'(5
(;,67,1* &08 :$// $
67((/ %5$&(6 6+($7+,1* 522) 0(0%5$1(
.$:1((5 :,1'2:6 $1' '225
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
%8,/7 83 522) 6/23(
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
(;,67,1* &08 :$//
1(: +($'(5 6(( 6758&785$/ )25 '(7$,/
62)),7 )5$0(' :,7+ 67((/ 0(0%(56 (;,67,1* 3$5$//(/ &+25' 75866 (;,67,1* ; *,5'(5
&8/785(' 6721( &2/801 7$3(56 72 %( )/86+ :,7+ )$&( 2) &251,&( 678&&2 02,6785( %$55,(5 6+($7+,1* 67((/ 678' 635$< ,168/$7,21 6+($7+,1* 02,6785( %$55,(5 (;,67,1* &08 :$//
32/<67<5(1( &251,&(
%8,/',1* 6(&7,21 7+528*+ 6+257 3$5$3(7 VFDOH
( : %8,/',1* 6(&7,21 7+528*+ 6.</,*+7 VFDOH
6+((7 1$0( %8,/',1* 6(&7,216
54
6+((7 180%(5
$ 6&$/(
6+((7 1$0( %8,/',1* 6(&7,216
6+((7 180%(5
$ 6&$/(
32/<67<5(1( &251,&(
$ 5 & + , 7 ( & 7
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
32/<67<5(1( &251,&( 02,6785( %$55,(5 6+($7+,1* 67((/ 678' 2& 6+($7+,1* 02,6785( %$55,(5
522) %8,/7 83 )25 0,1,080 6/23(
/2&$7( 6833257 75866(6 6(( 6758&785$/ )25 '(7$,/
522) %8,/7 83 )25 0,1,080 6/23(
%$&.(5 52'
%$&.(5 52' )8//< $'+(5(' 522) 0(0%5$1(
)8//< $'+(5(' 522) 0(0%5$1(
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621 )8//< $'+(5(' 522) 0(0%5$1(
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521*
635$< ,168/$7,21
635$< ,168/$7,21 %/2&.6 $,5 )/2: )520 522) 72 3$5$3(7
'$7(
'(6,*1(' %< $,'(1 +803+5(<
)/$6+,1* 6,1*/( ; &(5$0,& 7,/( 0$67,& &(0(17,7,286 ),%(5 %2$5' )/$6+,1* 678&&2 6+($7+,1* 7$3(5(' 67((/ )250
678&&2 02,6785( %$55,(5 6+($7+,1* 67((/ 678' 2& 6+($7+,1* 02,6785( %$55,(5
&$123< 52' 7,(6 %$&. ,172 6758&785( 6(( 6758&785$/ )25 '(7$,/
3$5$3(7 :$// )$67(1(' 72 (;,67,1* &08 :$// 6(( 6758&785$/ )25 '(7$,/
62)),7 +2676 &$1 /,*+76
635$< ,168/$7,21 5(3/$&( (;,67,1* 75866 +$1*(56 6(( 6758&785$/ )25 '(7$,/
635$< ,168/$7,21
(;,67,1* ; :22' *,5'(5 )/$6+,1* $1' :((3
7<3( ; 6+((752&.
0257$5 -2,17 0257$5 6(77,1* %('
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
0(7$/ 678'6 86( &5,33/( 678' 72 5(&(,9( +($' 6,// 75$&.6 $7 -$0%6 7<3,&$/
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
635$< ,168/$7,21 (;,67,1* '5$,1 /,1( $/62 &217$,16 08/7,3/( :$7(5 /,1(6
$
$'',7,21$/ $1&+25$*( $7 -$0%
6+($7+,1* 63$16 92,' %(7:((1 &08 :$// $1' 67((/ :$//
$
:$// 6(&7,21 7+528*+ (1&25( )5217 (175$1&( VFDOH
75$1620( :,1'2:6 $5( 23(5$%/( $:1,1*
&5,33/( 678'
,1),// 678'
%$6( 75$&.
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
:$// 6(&7,21 7+528*+ 7$// 3$5$3(7 VFDOH
$
:$// 6(&7,21 7+528*+ 6+257 3$5$3(7 VFDOH
:$// 6(&7,21 7+528*+ &8/785(' 6721( 3,/$67(5 VFDOH
6+((7 1$0( :$// 6(&7,216
6+((7 1$0( :$// 6(&7,216
6+((7 180%(5
$
%$
$
1$,/
$
:$,7
'
'
'
(4
(4
(4
$
$
(4
(4
(4 :
'
(4
/$
:
75
:
(4
$
:
5(&(3 $
$
75
:
$
' :
$
$
$
'
:
7<3( ; 6+((7 52&. 67((/ 678'6 635$< ,168/$7,21 (;,67,1* 6/8036721( :$// 635$< ,168/$7,21 67((/ 678'6 7<3( ; 6+((7 52&.
'
7<3( ; 6+((7 52&. 5(6,/,(17 &+$11(/ : 3$'',1* 7$3( 5 %$77 ,168/$7,21 0(7$/ 678'6 2& 5(6,/,(17 &+$11(/ : 3$'',1* 7$3( 7<3( ; 6+((7 52&.
(
7<3( ; 6+((7 52&. 0(7$/ 678'6 2& 7<3( ; 6+((7 52&.
)
+5 5$7(' :$// 7<3( ; 6+((7 52&. 0(7$/ 678'6 2& 7<3( ; 6+((7 52&.
$
:
&
(4
:
+5 5$7(' :$// 7<3( ; 6+((7 52&. (;,67,1* 678'6 7<3( ; 6+((7 52&.
$
$
%
7<3( ; 6+((7 52&. 0(7$/ 678'6 2& 7<3( ; 6+((7 52&.
(4
QHLO ULFKDUGVRQ ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
'$7(
5($/,*1 (;,67,1* '2*/(* :,7+ 1(: &216758&7,21
:$// /2&$7,21 $3352;,0$7( 9(5,)< :,7+ 2:1(5
'(6,*1(' %< $,'(1 +803+5(<
:$// 7<3( 7$*
$
(4
*<0
$
(4
0$; 2&&83$1&< 75($70(17 5220 /$81'5< 23(1 2)),&( 2)),&( %$7+5220 5(&(37,21 &255,'25 +$,5 6$/21 +$,5 )/225 :$,7,1* 5220 0$66$*( 5220 0$1,&85( 67$7,216
:,1'2: 7$*
$
$ 5 & + , 7 ( & 7
(;,67,1* :$// 72 5(0$,1
$
$
$5($
'225 7$*
' $
5220 1$0(
:
(4
$
$
'
) $
' $
$ %$
%
'
:
(4
)
&25
5220 180%(5
'
$
'
(4
$
$
$
%$
'
$
:
(4
' 232))
$
$
%$
(4
(;,67,1* 32:(5 %2; 127 029('
(
232))
'
:
' :
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521* 352-(&7 1,17+ 675((7 &(17(5
352-(&7 $''5(66 1: 1,17+ 675((7 &259$//,6 25(*21
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
$
6+((7 180%(5
$
)/225 3/$1 VFDOH
The value of using a 3D model for construction documents is hard to overstate. This particular project was small enough to work fine with Sketchup Pro and Layout. I updated the model to reflect changes from contractors, clients, the city and our engineer, and the 2D layout sheet set magically updated to reflect these changes.
that even with advanced hardware, oneâ&#x20AC;&#x2122;s computer may become very slow when displaying the model. As of this printing I am still trying to get the balance of 3D modeling vs 2D drafting just right to get the most done in the least time.
1R 5HYLVLRQ 'DWH
$
In places where I had drawn over the model, I had to manually check to see what elements were out of date. There is a sweet spot when modeling - where you model just enough to be useful for every stage of the project, and especially to minimize the need for later 2D drafting.
6+((7 1$0( )/225 3/$1
6+((7 180%(5
$
1
%$
%$
:
(4
)
$
'
% 0$66
'
678'6 21/< ,1 9$&$17 7(1$17 63$&(
$
$
$
(;,67,1* 32:(5 0(7(5
$ '
' &
'
$
75 /$ 232)) 2)) %$ 5(&(3 &25 +$,5 :$,7 0$66 1$,/
' '
+$,5
$
%
$
75
0$66
'
' '
$
0$66
'
(
$
$ %$ '
$
%$
'
'
/$
$
2))
$
'
2))
6&$/(
/ ( * ( 1 '
6&$/(
1R 5HYLVLRQ 'DWH
6725()5217 :,1'2:6 $1' '225 %< .$:1((5 -$0
)/$6+,1* $1' 02,6785( %$55,(5 7851 83 &5($7( '5$,1 3$1
352-(&7 $''5(66 1: 1,17+ 675((7 &259$//,6 25(*21
&5,33/( 678'
6,//
(;,67,1* &08 :$//
)/$6+,1* $1' :((3 +2/(
2:1(5 )5$1./,1 +$11 $1' '(%25$+ $5067521*
; $/80,180 $1*/( 1(: :,1'2: +($'(5 6(( 6758&785$/ )25 '(7$,/ 6+,0 $6 1(&(66$5<
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
; $/80,180 $1*/(
+($'(5 75$&.6
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
$
*$8*( $/80,180 %(17 72 6+$3( 6&5(:(' 72 $1*/(
1R 5HYLVLRQ 'DWH
&8/785(' 6721(
67((/ 678'6 2&
6725()5217 (175$1&( $1' &/(5(6725< %< .$:1((5
1(,/ 5,&+$5'621
(;,67,1* &08 :$//
7<3( ; 6+((752&. 635$< ,168/$7,21
,1),// 678'
7<3( ; 6+((752&.
$,'(1 +803+5(<
&+(&.(' %<
352-(&7
*$8*( $/80,180 %(17 72 6+$3( 6&5(:(' 72 $1*/( ,17(*5$/ )/$6+,1* $1' :((3
635$< ,168/$7,21 6+,0 $6 5(48,5('
'5$:1 %<
1,17+ 675((7 &(17(5
5(3/$&( (;,67,1* 75866 +$1*(56 :,7+ 6,03621 +8 6(( 6758&785$/ )25 '(7$,/
7<3( ; 6+((752&. 62)),7 67((/ 678' +($'(5
3$5$3(7 :$// )$67(1(' 72 (;,67,1* ; *,5'(5 6(( 6758&785$/ )25 '(7$,/ (;,67,1* 75866(6
0,1, &5,&.(7 %()25( ($&+ 3$5$3(7 3267
'(6,*1(' %< $,'(1 +803+5(<
3$5$3(7 :$// )$67(1(' 72 (;,67,1* &08 :$// 6(( 6758&785$/ )25 '(7$,/
7<3( ; 6+((752&. 62)),7
352-(&7 $''5(66 1: 1,17+ 675((7 &259$//,6 25(*21
)/$6+,1* $1' :((3 +2/(
)/$6+,1* )8//< $'+(5(' :$7(5 %$55,(5 +$5',(3$1(/ ; 3$1(/ &$8/. $7 723 32/<(7+</(1( :5$3 6+($7+,1* 67((/ 678' 2& 6+($7+,1* 522),1* 0(0%5$1( *$3 '2 127 &$8/. 3$5$3(7 32676 0$.( 020(17 &211(&7,21 72 (;,67,1* &08 6(( 6758&785$/ &/($5$1&( )25 '5$,1 522),1* 0(0%5$1( )/$6+,1* *877(5 )/225 6/23,1* 72 '2:1632876 *877(5 6+(//
522) %8,/7 83 )25 0,1,080 6/23(
5,*,' ,168/$7,21
1,17+ 675((7 &(17(5
678&&2 678&&2 /$7+ 7<3( ' $63+$/7 ,035(*1$7(' .5$)7 3$3(5 32/<(7+</(1( :5$3 6+($7+,1* 67((/ 678' 2& 6+($7+,1* )8//< $'+(5(' 522) 0(0%5$1( %$&.(5 52' 635$< ,168/$7,21
522) %8,/7 83 )25 0,1,080 6/23(
352-(&7
&$123< '5$,16 $7 3,7&+ 72 %$&. *877(5
67((/ %5$&,1* 6(( 6758&785$/
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3 &$3,7$/ ',(6 ,172 &251,&(
'$7(
32/<67<5(1( &251,&(
QHLO ULFKDUGVRQ
6&$/(
The danger when modeling â&#x20AC;&#x153;everythingâ&#x20AC;? is
A selection from the first construction set
55
56
Private Residence : DESIGN PARTNER, BIM, RENDERING
Corvallis, Oregon
This challenging project succeeded on a steeply sloping hillside, brining seasonal wetlands directly into the courtyard experience. The client desired contemporary aesthetics to blend with a traditional chinese courtyard. We offset strict CCR roof slope requirements by integrating â&#x20AC;&#x153;porchâ&#x20AC;? like geometry throughout the design. 87,/,7< 32:(5 32/( 32:(5 /,1( :,// %( %528*+7 81'(5*5281' 72 5(6,'(1&(
127( 5(027( :$7(5 6833/< 3,3( 5816 %(7:((1 6 &251(5 2) *$5$*( $1' 6 : &251(5 2) &2857<$5' )'& 7<3( &211(&7,21 ,1 ,168/$7(' %2; '(6,*1 72 )2//2: (;7(16,21 2) 602.( $/$50 6<67(0 ,172 *$5$*( $6 $/7(51$7( 0($16 2) 0((7,1* ),5( 68335(66,21 5(48,5(0(176
6 Â&#x192;
1
(
6(
7% $& .
'$ ,6 < ' 5, 9( 3/
+2 86
(
a
),// 6,7( 72 %( 5(029('
3/
(;,67,1* )(1&( 3523(57< /,1(
/2 :
/ ( * ( 1 '
( Â&#x192;
1
6(7%$&.
6/23( /,1(
', + 5( &7 ,*+ ,2 1 2) 6 /2 3(
1 Â&#x192; :
5$',86
86
1(: '5,9 (:$
<
a
5 $',
* $5 $* (
a
( ' ;,6 5, 7 9( ,1 : * $<
6($621$/ :(7 $5($
72 % ( '5 $ ,1 $, 335 67 1) 2 $/ ) ,( 9( /( /' ' ' $ 5( $
3/
:(//
6(7%$&.
2/' &2172856
$ 6,7( 3/$1
VFDOH
:(// 6(37,& 7$1.
6/23( 0($685(0(17 $;,6
$ 6,7( 6/23(6
VFDOH
$3352;,0$7( /,0,76 2) 6/23( 029(0(17
a
32:(5 32/(
a
5(6,'(1&(
a
&2'( 5(9,(:
2:1(5 $'$0 $1' '211$ 6&+8/7= &855(17 $''5(66 1: :22'/$1' '5,9( &259$//,6 25 6,7( 6: 6(&7,21 7 6 5 : : 0 %(1721 &2817< 25(*21 7$; /27 0$3 &
$&&(66 '$,6< '5,9( 72 (;,67,1* $&&(66 '5,9(:$< 72 1(: '5,9(:$< :$7(5 6833/< :(// 86( 5(6,'(17,$/ 0$,1 +286( $5($ 6) *$5$*( $5($ 6)
57
The client desired to take a strong design role in this project.
723 2) 6/$% 72 522) 3($. 1 6 :,'7+ )281'$7,21 ( : :,'7+ )281'$7,21 6,7( 6/23(6 5$1*( )520 72 6(( 6,7( 6/23(6 '5$:,1* 21 7+,6 3$*( /27 $5($ 6) $&5(6 ,03(59,286 $5($ 6) '5,9(:$< 3$5.,1* 6) +286( *$5$*( $1' 3$7,2
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
58
Commercial Anchor building for large development : DESIGN PARTNER, BIM, RENDERING
Philomath Oregon
The problem to solve - how to attract shoppers to a large new development that would be built in stages on hundreds
of acres of industrial land. This anchor building makes a strong statement to highway traffic that an unusual
shopping experience awaits. Inside, the building is an incubator for local craftsmen, farmers and start ups.
A vernacular â&#x20AC;&#x153;resortâ&#x20AC;? shopping experience + small business incubator
59
I assisted Neil Richardson, Architect, with this residential remodel. Initially I provided CAD and 3D modeling support, but eventually became more involved in schematic design. In the end, when I found a way of saving
60
$20,000 in construction cost, Neil generously permitted me to pursue a new design which met client demands.
had a very heavy impact on the project, and required cutting it down to the barest essentials.
All went well until we discovered that the cost for residential construction had recently risen from $175/sf to over $200/sf. This
Brooklane remodel: PROJECT LEAD
before
Corvallis, Oregon
)5$0,1* 127(6
$
7+( :(67 *$%/( (1' :$// ,6 72 %( 2) %$//221 )5$0(' ; &216758&7,21 ,7 ,6 $'9,6(' 7+$7 7+( &2175$&725 %8,/' 7+( :(67 :$// ),567 72 (1685( 7+$7 7+(5( :,// %( 68)),&,(17 5220 21 7+( $'',7,21 68%)/225 72 3(50,7 7+( *$%/( (1' %$//221 )5$0(' :$// 72 %( %8,/7 21 7+( *5281' $1' /($1(' 83 ,172 3/$&( $6 $ 6,1*/( 81,7
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
81'(5 12 &,5&8067$1&(6 ,6 7+( :(67 (1' *$%/( :$// 72 %( )5$0(' ,1 $ 7:2 67$*( 352&(66 %87 ,6 72 %( %8,/7 $6 $ 6,1*/( %$//221 )5$0(' :$//
'$7(
%8,/7 ,1 6725$*( 21 (,7+(5 6,'( 2) 2:1(5 6833/,(' '(6. 9(5,)< :,7+ 2:1(5
&
; 3/80%,1* :$// 127 /2$' %($5,1*
1(: :,1'2:6
(
&
&2$7 &/26(7
0,1, 2)),&(
3$175<
1(: *$5$*( (175$1&(
(;,67,1* +286(
(4
%5$&(' :$// /,1( (;7(5,25 ; :$// 3$,17 6,',1* 7<9(. 6+($7+,1* :,7+ 1$,/,1* 3$77(516 3(5 $77$&+(' 6758&785$/ '2&80(176 ; 678' +,*+ '(16,7< 635$< )2$0 ,168/$7,21 $33/,(' ,1 &251(56 $1' %(7:((1 +($'(56 (7& :,7+ %$77 ,168/$7,21 %(7:((1 678'6 7<3( ; *<3680 %2$5' 3$,17 $1' 75,0
127( '8( 72 7+( 1$785( 2) +,*+ '(16,7< 635$< )2$0 ,168/$7,21 &$5( 0867 %( 7$.(1 72 (1685( 7+$7 :(77(' ',0(16,21$/ /80%(5 ,6 '5< %()25( &/26( ,1
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
(;,67,1* *$5$*(
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
(4
%
/ ( * ( 1 '
&/26(7
%8,/7 ,1 :,1'2: 6($7 :,7+ 6725$*( 81'(5 6($7
(4
6: %522./$1( '5,9( &259$//,6 25
1R 5HYLVLRQ 'DWH
%('5220 6)
(4
352-(&7 $''5(66
*
5(129$7(' *$//(5<
%('5220 %$7+5220 $'',7,21
&
%8,/7 ,1 6725$*(
'
&
(;,67,1* 3$7,2
*
352-(&7
; 3/$17,1* 675,3 :,7+ ,17(*5$7(' '5$,1$*(
6/,',1* 32&.(7 '225
1(,/ 5,&+$5'621
2:1(5 :,//,$0 $1' .5,67< 0852 '28*+(57<
1(: 3$7,2 723 2) 6/$% ,6 /(9(/ :,7+ :,7+ (;,67,1* 3$7,2
*
+$//:$<
&
/$81'5< 6)
$
%$7+ 6)
$,'(1 +803+5(<
&+(&.(' %<
& 2 1 7 , 1 8 2 8 6 6 7 ( 3
&
6.</,*+7
; &216758&7,21
&85%/(66 6+2:(5
& 6725$*( 3277,1* 6+('
81/,.( )8// $'9$1&(' )5$0,1* 7+,6 352-(&7 86(6 $ '28%/( 723 3/$7( $'9$1&(' )5$0,1* ,6 6758&785$//< 6281' 6$9(6 0$7(5,$/ $1' $//2:6 )25 683(5,25 :+2/( :$// ,168/$7,21 $66(0%/<
; :$//
5(029$%/( 3/$< 6758&785(
6(:,1* 6+(/)
$'9$1&(' )5$0,1* 7+,6 352-(&7 86(6 $'9$1&(' )5$0,1* :+,&+ )($785(6 7+( )2//2:,1* 35,1&,3/(6 (;7(5,25 :$//6 ; 678'6 63$&(' $7 2& $/,*1(' :,7+ 2& 5$)7(56 29(5+($' 23(1 &251(56 :,7+ '5<:$// &/,36 $1' '5<:$// &/,36 $7 ,17(5,25 $1' (;7(5,25 :$// -2,16
'5$:1 %<
*
&/26(7
%8,/7 ,1 6725$*(
*
+$5'6&$3( 3$7+ 7+,6 $5($ ,6 /(9(/ :,7+ $1' 3$5$//(/ 72 $'-$&(17 &217,18286 67(3
3529,'( '5<(5 9(17,1* 3(5 256& 0
$
(
%('5220 6)
(4
(
(4
) (4
'(6,*1(' %< $,'(1 +803+5(<
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
%$//221 )5$0( :$// ; :$// &216758&7,21 ,6 6$0( $6 %5$&(' :$// ,17(5,25 /2$' %($5,1* ; :$// 7<3( ; *<3680 %2$5' ; 678' $&2867,& ,168/$7,21 7<3( ; *<3680 %2$5' ,17(5,25 /2$' %($5,1* ; :$// 7<3( ; *<3680 %2$5' ; 678' $&2867,& ,168/$7,21 7<3( ; *<3680 %2$5' &
6758&785$/ &2/801 ') ;
&
6758&785$/ &2/801 ') ;
$
1
6+((7 1$0( 0$,1 )/225 3/$1 6+((7 180%(5
&)0 )$1 6833/< $1' ,167$// '8&7:25. )25 %$7+5220 )$1 ,1 $&&25'$1&( :,7+ 256& 0
$
$ 0$,1 )/225 3/$1
127( %$7+5220 )$1 '8&7:25. ,6 127 72 %( 581 83 7+528*+ $77,& )/225 $1' ,172 7+( $77,& ,00(',$7(/< 29(5+($' 7+,6 )/225 $5($ ,6 6(7 $6,'( )25 2:1(5 86(
VFDOH
after
61
1(: /$1'6&$3( 3$7+
&2175$&725 ,6 5(63216,%/( )25 7+( &216758&7,21 2) $ 1(: 3$7+:$< )520 7+( 1257+ 3$7,2 $5($ $5281' 7+( $'',7,21 1257+ )$&$'( $1' &859,1* 6287+:$5' $5281' 7+( 1(: 3277,1* 6+(' 0$,17$,1,1* $ ',67$1&( 2) $3352;,0$7(/< )((7 )520 7+( 1257+ :(67 &251(5 2) 7+( 1(: $'',7,21
7+,6 3(50$1(17 3$7+ ,6 72 %( &216758&7(' 2) '85$%/( +$5'6&$3,1* 0$7(5,$/6 7+$7 :,// 0$,17$,1 7+(,5 &20326,7,21 81'(5 &21&(175$7(' /2$'6 68&+ $6 +($9,/< /2$'(' :+((/%$552:6 *$5'(1 (48,30(17 )227 75$)),& (7& 7+,6 3$7+ :,// 5(48,5( 12 0$,17(1$1&( 21 7+( 3$57 2) 7+( 2:1(56 :$55$17$%/( )25 $ 3(5,2' 2) 7(1 <($56
(
1
$/7(5$7,21 2) (;,67,1* /$1'6&$3( 67$,56
&2175$&725 ,6 5(63216,%/( )25 7+( 5(029$/ $1' 5(&216758&7,21 2) (;,67,1* /$1'6&$3( 67$,56 72 0((7 7+( '(6,*1 ,17(17 2) $//2:,1* 60227+ 1257+ 6287+ 75$)),& )520 6$,' 67$,56 ,172 1(: 1257+ (175$1&( $1' $/62 $//2:,1* 60227+ ($67 :(67 75$)),& )520 7+( 1257+ ($67 (;,67,1* 3$7,2 72 7+( 1(: /$1'6&$3( 3$7+ 7+( 723 75($' 2) 7+( /$1'6&$3( 67$,5 :+(1 &203/(7(' :,// %( $7 7+( 6$0( (/(9$7,21 $6 7+( ,00(',$7(/< $'-$&(17 1(: +$5'6&$3( 3$7+
6+((7 ,1'(; 6+((7 ,1'(; $ 6LWH
3/
:(// (/(9$7,21
a
7+,6 3$7+ :,// %( /(9(/ :,7+ 7+( 723 67(3 2) 7+( 5(129$7(' /$1'6&$3( 67$,5 72 7+( 1257+ $7 ,76 7(50,1$7,21 32,17 $1' $/62 /(9(/ :,7+ 7+( %27720 ('*( 2) 7+( &217,18286 67(3 :+,&+ 5816 $/21* 7+( 1257+ %281'$5< 2) 7+( 1(: 3$7,2 $1' (;,67,1* 3$7,2
(
1
$&5(6
3/
&21),50 ',0(16,216 $7 7+( -2% 6,7( '(7(50,1( 48$17,7,(6 2) 0$7(5,$/6 &225',1$7( 7+( :25. 2) $// 75$'(6 $1' (1685( 7+( 6$7,6)$&725< 3(5)250$1&( 2) 7+(,5 :25. 127,)< 7+( '(6,*1(5 2) $1< (55256 25 20,66,216 35,25 72 7+( 67$57 2) &216758&7,21 9(5,)< (;,67,1* $1' ),1,6+(' *5$'(6 35,25 72 &216758&7,21 9(5,)< 67(36 ,1 )227,1*6 $1' 67(0:$//6 35,25 72 &216758&7,21 9(5,)< /2&$7,21 2) 6(37,& 6<67(0 :$7(5 $1' 27+(5 87,/,,7(6 35,25 72 &216758&7,21 63(&,),&$7,216 $1' '(7$,/6 35(3$5(' %< $ 6758&785$/ (1*,1((5 6+$// 7$.( 35(&('(1&( 29(5 7+( '(7$,/6 $1' 63(&,),&$7,21 2) 7+(6( '5$:,1*6 9(5,)< 6758&785$/ (1*,1((5,1* 5(48,5(' %< 7+( /2&$/ %8,/',1* 2)),&,$/ $// &216758&7,21 3/80%,1* 0(&+$1,&$/ $1' (/(&75,&$/ 72 &21)250 :,7+ 7+( /$7(67 9(56,21 )2 7+( 25(*21 5(6,'(17,$/ 63(&,$/7< &2'( :5,77(1 ',0(16,216 +$9( 35(&('(1&( 29(5 6&$/(' ',0(16,216 '2 127 6&$/( 7+( '5$:,1*6
1(:
(;,67,1*
81/(66 127(' 27+(5:,6( $// 6758&785$/ %($06 $1' 32676 72 %( '28*/$6 ),5 25 %(77(5 $// %$5*( 5$)7(56 72 %( 25 %(77(5 ' ),5 $// ',0(16,21$/ /80%(5 72 %( 25 %(77(5 ' ),5
)) (/(9
3/$17,1* 675,3 ,6 $3352;,0$7(/< ; 9(5,)< ',0(16,216 :,7+ 2:1(5 35,25 72 &216758&7,21 2) 3$7,2
5(&216758&7 (;,67,1* /$1'6&$3( 67$,5 68&+ 7+$7 ,76 723 75($' ,6 (9(1 :,7+ 3$5$//(/ 72 $1' $'-2,16 72 1(: /(9(/ 5(*5$'(' 675,3
1
5(*5$'( (;,67,1* 6/23( 72 &5($7( /(9(/ $5($ 1257+ 2) (;,67,1* 3$7,2 5811,1* &217,18286/< $/21* 7+( 1257+ %25'(5 2) 7+( (;,67,1* $1' 1(: 3$7,26
6,7( 3/$1
5(*5$'( /$1' :(67 2) 3$7,2 72 &5($7( &217,18286 60227+ 6/23( )25 +$5'6&$3( 3$7+
1 :
$// ($9(6 72 +$9( *877(56 $1' '2:1632876 7+$7 ',6&+$5*( ,172 $1 $33529(' 67250:$7(5 0$1$*(0(17 6<67(0 3529,'( 3(5,0(7(5 )227,1* '5$,1$*( )227,1* '5$,1$*( 72 ',6&+$5*( 6(3$5$7(/< )520 522) '5$,1$*( ,172 $1 $33529(' 67250 '5$,1$*( 6<67(0 9(5,)< $// %8,/7 ,1 &$%,1(75< :,7+ 2:1(5 $1' &$%,1(7 0$.(5 9(5,)< $// (;7(5,25 $1' ,17(5,25 ),1,6+(6 :,7+ 2:1(5 ,167$// $// (1*,1((5(' %($06 &2/8016 $1' -2,676 72 0$18)$&785(5 6 63(&,),&$7,216 9(5,)< +($7,1* $1' &22/,1* 6<67(06 $1' '8&7,1* :,7+ 0(&+$1,&$/ &2175$&725
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
2:1(5 :,//,$0 $1' .5,67< 0852 '28*+(57< 352-(&7 %('5220 %$7+5220 $'',7,21
352-(&7 $''5(66 6: %522./$1( '5,9( &259$//,6 25
1R 5HYLVLRQ 'DWH
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
a
1(: 3$7,2 :,7+ ,17(*5$7(' 3/$17,1* 675,3 $1' ,17(*5$7(' '5$,1$*( )25 3/$17,1* 675,3 '5$,1$*( 6+$// &203/< :,7+ 0267 5(&(17 25(*21 5(6,'(17,$/ %8,/',1* &2'( 5(48,5(0(176
'(6,*1(' %< $,'(1 +803+5(<
7+( *(1(5$/ &2175$&725 25 2:1(5 $&7,1* $6 *(1(5$/ &2175$&725 ,6 5(63216,%/( )25 7+( )2//2:,1*
1 (
(;,67,1* +286(
'$7(
*(1(5$/ 127(6
(;,67,1* 3$7,2
1 (
,17(*5$7(' 3/$17(5
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
3/
1(: +$5'6&$3( 3$7+ &217,18286 67(3 1(: 3$7,2
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
/(*$/ '(6&5,37,21 6(&7,21 72:16+,3 6 5$1*( : : 0 &259$//,6 %(1721 &2817< 25(*21 7$; /27 0$3 ' $&&(66 5(&,352&$/ '5,(:$< ($6(0(17 6+$5(' :,7+ /27 :$7(5 6833/< (;,67,1* :(// $7 1257+ ($67 &251(5 2) /27 86( 5(6,'(17,$/ 5(02'(/ $5($ 6) %27720 2) )227,1* 72 522) 3($. 723 2) )227,1* 72 522) 3($. 1 6 :,'7+ )281'$7,21 ( : :,'7+ )281'$7,21 1 $1' 6 &$17,/(9(56 $5( %27+ '((3 6,7( 6/23(6 '2 127 (;&((' 21 $9(5$*(
5(&216758&7 833(5 3257,21 2) /$1'6&$3( 67$,5 72 %5,1* ,7 ,172 $/,*10(17 :,7+ 1(: +$5'6&$3( 3$7+ 9(5,)< :,7+ 2:1(5 %()25( 5(&216758&7,1*
1(: $'',7,21
$ )ORRU 3ODQ DQG 'HWDLOV $ 6,7( 3/$1 $1' &2'( 5(9,(: $ )281'$7,21 3/$1 $ )/225 3/$1 $ $77,& 522) )5$0,1* 3/$1 $1' 522) 3/$1 $ (/(9$7,216 $ %8,/',1* 6(&7,216 $ :$// 6(&7,216 $ '225 :,1'2: 6&+('8/( ,17(5,25 (/(9$7,216 $ $'9$1&(' )5$0,1* ',$*5$06
&2'( 5(9,(:
5(*5$'( /$1' :(67 2) /$1'6&$3( 67$,5 :+(5( 1(&(66$5< 72 &5($7( 60227+ 75$16,7,21 )25 +$5'6&$3( 3$7+
6 :
3/
/ ( * ( 1 ' (;,67,1* )(1&( 3523(57< /,1( 87,/,7< ($6(0(17 '5$,1$*( ($6(0(17 5,*+7 2) :$< :(//
62
Site plan
%522./$1( '5,9(
6+((7 1$0( 6,7( 3/$1 6+((7 180%(5
$
$// 0$,1 )/225 -2,676 $5( 7-, 2& 81/(66 27+(5:,6( 127(' ,167$// $// -2,676 3(5 0$18)$&785(5 6 63(&,),&$7,216 3529,'( :(% 67,))(1(56 81'(5 $// /2$' %($5,1* :$//6 3529,'( %5$&,1* $1' %/2&.,1* $7 (1'6 2) $// , -2,676 $1' $/62 $7 %($5,1* 32,176 2) &$17,/(9(5(' , -2,676
-2,676 :,7+,1 '$6+(' 5(*,21 $5( 7-, 2& '28%/( -2,676 $7 ($67 $1' :(67 (1' 2) &$17,/(9(5
$ 5 & + , 7 ( & 7
&21&($/(' 6) )281'$7,21 9(17 %(7:((1 &$17,/(9(5 -2,67 (1' %/2&.,1*
QHLO ULFKDUGVRQ ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
'$7(
'523 ,1 )281'$7,21 67(0 :$// 72 $&&2002'$7( &$17,/(9(5
$ ),567 )/225 )5$0,1* 3/$1
VFDOH
$ )281'$7,21 3/$1
5(029( $1' 5(3/$&( ',0(16,21$//< 8167$%/( /$1'6&$3( 67$,5 75($'6 5(&21),*85( 723 2) 67$,5 72 0((7 '(6,*1 ,17(17 6(( 6,7( 3/$1 6,'( %$5
5(029( :,1'2:6
'(02/,6+ &21&5(7( :$/.:$< $1' 3$7,2
VFDOH
1(,/ 5,&+$5'621
352-(&7
67((/ 5(,1)25&,1* )25 )281'$7,21 67(0 :$//6 $1' )227,1*6 3(5 256& 5
7+,6 ,6 $ 6(,60,& ' /2&$7,21 5(48,5,1* )227,1* 5(,1)25&(0(17 72 %( /2&$7(' $ 0,1,080 2) &/($5 2) 7+( %27720 2) 7+( )227,1* 0,1,080 12 %$5 72 %( ,167$//(' $7 0$;,080 )((7 21 &(17(5 7+( 9(57,&$/ %$5 6+$// (;7(1' 72 ,1&+(6 &/($5 2) 7+( %27720 2) 7+( )227,1* +$9( $ 67$1'$5' +22. $1' (;7(1' $ 0,1,080 2) ,1&+(6 ,172 67(0 :$// 3(5 256& 5 )281'$7,216 :,7+ 67(0 :$//6 6+$// +$9( ,167$//(' $ 0,1,080 2) 21( 12 %$5 :,7+,1 ,1&+(6 2) 7+( 723 2) 7+( :$// $1' 21( 12 %$5 /2&$7(' ,1&+(6 72 ,1&+(6 )520 7+( %27720 2) 7+( )227,1* 3529,'( 21( 12 %$5 1($5 0,'+(,*+7 2) :$// 3(5 5 3529,'( $'',7,21$/ 9(57,&$/ 12 %$5 :,7+,1 ,1&+(6 2) $// 23(1,1*6 ,1 )281'$7,21 :$//
1
$,'(1 +803+5(<
&+(&.(' %<
%('5220 %$7+5220 $'',7,21
36, 5(,1)25&(' $,5 (175$,1(' &21&5(7( 727$/ $,5 &217(17 $6 3(5&(17 2) 92/80( %< &21&5(7( 6+$// 127 %( /(66 7+$1 3(5&(17 25 025( 7+$1 3(5&(17
'523 ,1 )281'$7,21 67(0 :$// 72 $&&2002'$7( &$17,/(9(5
'5$:1 %<
2:1(5 :,//,$0 $1' .5,67< 0852 '28*+(57<
*5281' 685)$&( ,6 72 %( &29(5(' %< 0,/ %/$&. 32/<(7+</(1( 6+((7,1* :,7+ -2,176 /$33(' $7 6($06 $1' (;7(1',1* 83 7+( )281'$7,21 :$//6 3(5 256& 5
-2,676 :,7+,1 '$6+(' 5(*,21 $5( 7-, 2& '28%/( -2,676 $7 ($67 $1' :(67 (1' 2) &$17,/(9(5
526(%85* )25(67 352'8&76 5,*,'/$0 /9/ [ 25 (48,9$/(17
(;,67,1*
5(,1)25&(' &21&5(7( 67(0 :$//
; ') 25 %(77(5
&217,18286 )227,1*
; ') 25 %(77(5 2& '523 %(/2: 723 2) -2,67 72 $&&202'$7( )/86+ 6+2:(5 3$1
)281'$7,21 $&&(66 '225 ; 5(,1)25&( 23(1,1* :,7+ 12 %$5 3(5 67((/ 5(,1)25&,1* 127( 7+,6 3$*(
'(6,*1(' %< $,'(1 +803+5(<
1
)281'$7,21 3/$1 127(6
$// )281'$7,21 :25. 72 %( 3529,'(' ,1 &$5()8/ $&&25'$1&( :,7+ 25(*21 5(6,'(17,$/ 63(&,$/7< &2'( &+$37(5 )285 )281'$7,216
3(5 256& 5 *5281',1* (/(&752'(6 3529,'( 81&2$7(' 12 5(,1)25&,1* %$5 ,167$//(' 127 /(66 7+$1 ,1&+(6 )520 7+( %27720 2) 7+( )227,1* $1' 127 /(66 7+$1 )((7 ,1 /(1*7+ (1&$6(' :,7+ $ 0,1,080 2) ,1&+(6 2) &21&5(7( 3529,'( $1 81&2$7(' 12 5(,1)25&,1* %$5 678%%(' 83 $7 /($67 ,1&+(6 $%29( 7+( )/225 3/$7( /,1( $1' 7,*+7/< $77$&+(' 72 7+( 5(,1)25&,1* %$5 /2&$7(' ,1 7+( )227,1* 7+( 63/,&(' /$3 2) 7+( 678%%(' 83 %$5 72 7+( )227,1* %$5 6+$// %( $ 0,1,080 2) ,1&+(6 3(5 5 &2175$&725 6+$// 3529,'( 3/$7( :$6+(56 &21)250,1* 72 5 )25 $// $1&+25 %2/76 29(5 7+( )8// /(1*7+ 2) %5$&(' :$// /,1(6 $1&+256 6+$// %( 63$&(' 127 025( 7+$1 )((7 21 &(17(5 $1' /2&$7(' :,7+,1 ,1&+(6 2) 7+( (1'6 2) ($&+ 3/$7( 6(&7,21
352-(&7 $''5(66 6: %522./$1( '5,9( &259$//,6 25
1R 5HYLVLRQ 'DWH
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
,7 ,6 7+( 5(63216,%,/,7< 2) 7+( &2175$&725 72 (1685( 7+$7 $1< (55256 25 20,66,216 ,1 7+(6( '2&80(176 :,7+ 5(63(&7 72 (67$%/,6+(' &2'( %( '($/7 :,7+ 35,25 72 7+( 67$57 2) &216758&7,21
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
$// &21&5(7( )227,1* $1' 6833257 3$'6 6+$// 6,7 21 81',6785%(' 62,/ 25 ),// &203$&7(' 72 2) ,76 5(/$7,9( '(16,7< 3529,'( 9$325 5(7$5'(5 %(7:((1 81'(5 )/225 ,168/$7,21 $1' +($7(' 63$&( 3529,'( &$3,//$5< 6($/6 $1' 6($/$17 -2,176 $6 5(48,5(' 9(5,)< *5281',1* (/(&752'( /2&$7,21 :,7+ (/(&75,&,$1 9(5,)< $// ',0(16,216 35,25 72 &216758&7,21 5(029( ,17(5,25 :$//6 $1' '2256 ,1&/8',1* (;,67,1* (175$1&( )520 *$5$*(
3529,'( &5$:/63$&( $1' )227,1* '5$,16 $6 5(48,5(' 6(( $77$&+(' (1*,1((5,1* )25 6+($5:$// $1&+25$*( 63(&,),&$7,216 $// )281'$7,21 +(,*+76 $1' *5$'( /,1(6 6+$// %( 9(5,),(' 21 6,7( %< 7+( *(1(5$/ &2175$&725 $1' 2:1(5 35,25 72 &216758&7,21
5(029( :,1'2:6 :+(1 $'',7,21 6+(/7(56 :(67 (1' 2) (;,7,1* +286( 25 :+,/( 86,1* $ :($7+(5 3527(&7,9( &216758&7,21 7$53 6<67(0 5(029( (;7(5,25 &/$'',1* $1' 29(5+$1*,1* 522) :+(5( 1(&(66$5<
6+((7 1$0( )281'$7,21 $1' '(02/,7,21 3/$16 6+((7 180%(5
$ '(02/,7,21 3/$1
VFDOH
$
1
Foundation and floor joist layout
63
/(*(1' $ 5 & + , 7 ( & 7
$77,& ; 3$57,7,21 7<3( ; *<3680 %2$5' 21 %27+ 6,'(6 2) ; 678'
QHLO ULFKDUGVRQ
),567 )/225 ; 3/80%,1* :$// /2$' %($5,1*
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
),567 )/225 ; :$// /2$' %($5,1*
23(1 72 %(/2:
& & 3
%$7+5220 6.</,*+7
6758&785$/ &2/801 ; ') 6758&785$/ &2/801 ; ') ,/(9(/ 7586-2,67 ( 3$5$//$0 &2/801 ; 0,1
3
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
&5,&.(7 0,1,080 3,7&+
&
+
'(6,*1(' %< $,'(1 +803+5(<
2:1(5 :,//,$0 $1' .5,67< 0852 '28*+(57<
6725$*( 6+('
&
&
352-(&7 %('5220 %$7+5220 $'',7,21
6: %522./$1( '5,9( &259$//,6 25
(;,67,1* 522) &21&5(7( 7,/( 6+,1*/(6
'250(5
7<3( ; *<3680 %2$5' 21 81'(56,'( 2) 5$)7(56
3/<:22' 68%)/225,1* 21/< 7+528*+287 $77,&
$
%$7+5220 6.</,*+7 $3(5$785(
'250(5
352-(&7 $''5(66
; )$6&,$ 326,7,21(' $%29( 522) '(&. 5(48,5(' )25 67$57(5 &2856( 2) &21&5(7( 522) 7,/(6
3529,'( $1' ,167$// 635,1* /2$'(' '523 '2:1 $&&(66 /$''(5
'$7(
),567 )/225 ; 3$57,7,21 :$// 127 /2$' %($5,1*
$ $77,& 3/$1
6.</,*+7 528*+ 23(1,1*
VFDOH
1
1
$ 522) 3/$1
; ') 25 %(77(5 %$5*( 5$)7(56
VFDOH
1R 5HYLVLRQ 'DWH
&RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO &RQVXOWDQW $GGUHVV $GGUHVV 3KRQH (PDLO
7-, # 2& ; ') 25 %(77(5 %$5*( 5$)7(56 6833257(' 21 6758&785$/ ; %5$&.(76 526(%85* )3 5,*,'/$0 /9/ ; 6758&785$/ 5,'*( %($0 526(%85* )3 5,*,'/$0 /9/ ; 6758&785$/ 5,'*( %($0 ; ') 5$)7(56 2& ; ') )$6&,$ 326,7,21(' $%29( 522) '(&. 5(48,5(' )25 67$57(5 &2856( 2) &21&5(7( 522) 7,/(6
1 $ 522) )5$0,1* 3/$1
VFDOH
64
Roof framing layout
6+((7 1$0( $77,& 522) )5$0,1* $1' 522) 3/$1 6+((7 180%(5
$
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
'$7(
'(6,*1(' %< $,'(1 +803+5(<
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
5(*5$'( (;,67,1* *5281' 685)$&( 72 &5($7( 2) 60227+ /(9(/ *5281' 3$5$//(/ $1' $'-$&(17 72 1(: 3$7,2 $1' 67(36
$ 6287+ (/(9$7,21
5(,1)25&(' &21&5(7( 67(0 :$// 60227+ ),1,6+
72) )7 0$,17$,1 0,1 '(37+ %(/2: *5281' 685)$&(
72) )7
2& 72) )7
),1,6+(' )/225 /(9(/ )7 (/(9$7,21
$77,& 68%)/225 /(9(/
$ 1257+ (/(9$7,21
VFDOH
VFDOH
(/(9$7,21 /(*(1' $1' 127(6 :22' 6+,1*/( 6,',1*
+$5',( 3$1(/ /$3 6,',1* 72 0$7&+ (;,67,1*
&21&5(7( 7,/( 522),1* a 36) 72 0$7&+ (;,67,1*
%5$&.(7 ; 672&.
%5$&.(7 ; 672&.
%$5*( 75,0 :,1'2: $1' &251(5 75,0 (;&(37 :+(5( 127(' ; %$5*( 5$)7(56 $// 522) %5$&.(76 $5( 6758&785$/
; %$5*( 5$)7(5
:,1'2: 75,0
$77,& 68%)/225 /(9(/ )/$6+,1*
),1,6+(' )/225 /(9(/ )7 (/(9$7,21
12 :,1'2: ),// ,1 5(*,21 :,7+ 6+$.(6 $1' 75,0
6+((7 1$0( (/(9$7,216 6+((7 180%(5
$ :(67 (/(9$7,21
VFDOH
5(,1)25&(' &21&5(7( 67(0 :$// 60227+ ),1,6+
($67 (/(9$7,21 $
VFDOH
$
Elevations
65
$5&+ 29(5 :(67 *$//(5< +$//:$<
(;,67,1*
5(029$%/( '(&216758&7$%/( 3/$< 6758&785( 6(( '(7$,/6 6+((7
$5&+ 29(5 :(67 *$//(5< +$//:$<
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
1(: *$//(5< :,1'2:6
1257+ 6287+ 6(&7,21 7+528*+ *$//(5<
VFDOH
'$7(
($67 :(67 6(&7,21 6+2:,1* 3/$< 6758&785(
'250(5 5,'*( %($0 ,6 /2$' %($5,1* 526(%85* ) 3 5,*,'/$0 /9/ ; 25 (48,9$/(17
6.</,*+7 $3(5$785( 63/$<6 23(1 ( : 72 %$7+5220 &(,/,1* %(/2:
; 5$)7(56 2&
&$8/.(' +$5',%$&.(5 3$1(/ &216758&7,21
62)),7
'(6,*1(' %< $,'(1 +803+5(<
VFDOH
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
7+5(( (48$/ :,1'2:6 :,7+ 08//,216
75,0
'250(5 :$//6 %($5 21 '28%/(' 7-, 5$)7(56
7<3( ; *<3680 %2$5' &29(56 5$)7(56
)285 (48$/ :,1'2:6 :,7+ 08//,216
6+((7 1$0( 6(&7,216
%8,/7 ,1 6725$*( 21 :(67 :$// 2) %27+ 1257+ $1' 6287+ %('52206 1 6 :,1'2: '$780 (;35(66(' ,1 &$%,1(7 )$&( 9(5,)< '(6,*1 :,7+ 2:1(5 35,25 72 &216758&7,21
:(% 67,))(1(56 81'(5 $// %($5,1* 32,176 3(5 0)* 63(&,),&$7,216
6+((7 180%(5
-2,676 86(' ,1 &$17,/(9(56 $5( 7-, 2& '28%/( -2,676 $7 ($67 $1' :(67 (1' 2) &$17,/(9(56
$
1257+ 6287+ 6(&7,21 7+528*+ '250(5 522)
VFDOH
526(%85* )3 5,*,'/$0 /9/ ; 25 (48,9$/(17
526(%85* )3 5,*,'/$0 /9/ ; 25 (48,9$/(17
/668 6/23(' +$1*(5 7<3
; ') 25 %(77(5 &2/801
.((3 (1' 2) %5$&.(7 %$&. )520 '5$,1$*( 3/$1( %(+,1' /($',1* )$&( 2) 287(50267 %$5*( 5$)7(5 %(9(/ (1' )25 '5$,1$*(
($67 :(67 6(&7,21 7+528*+ 1257+ %('5220 $1' '250(5 VFDOH
,/(9(/ 7586-2,67 ( 3$5$//$0 &2/801 ; 6,03621 && 723 $1' %27720
/68 '28%/( +$1*(5 7<3
/668 6/23(' +$1*(5 7<3
/%9 :,7+ 6/23( $1' 6.(: +8& )25 5,'*( %($0 72 5,'*( %($0
; 5,*,'/$0 /9/ +($'(5
%$5*( 5$)7(5 5(676 21 %5$&.(7 :,7+ &21&($/(' ; 67((/ $1*/( %5$&.(7 +25,=217$/ $1' ',$*21$/ 0(0%(56 $5( ; ') 25 %(77(5 /$* %2/76 +2/' %5$&.(7 72*(7+(5
'5<:$// 21 81'(56,'( 2) -2,676 $1' %($06
121 /2$' %($5,1* ; 3$57,7,21 :$//
25 %(77(5 '28* ),5 ; +($'(5
; ') 25 %(77(5 +($'(5
25 %(77(5 '28* ),5 ; :(67 &2/8016
(4
(4
(4
(4
&2817(5 0,1, 2)),&( ,1&25325$7(' ,172 3$175<
1$,/,1* %/2&.,1* )25 )$6&,$
:22'(1 +$1*(5 3(* 5$,/
:(% 67,))(1(56 $7 $// 7-, 5$)7(5 %($5,1* 32,176 3(5 0$18)$&785(56 63(&,),&$7,216
&2/8016 21( 2%6&85(' %(+,1' 27+(5 ,1 7+,6 9,(:
; '28* ),5
3/$17 6+(/) $&&(66,%/( 9,$ 3/$< 6758&785( /$''(5
&85%/(66 :$/. ,1 6+2:(5
$;21 9,(: 2) 0$-25 %($06 $1' &2/8016
&2/8016 21( 2%6&85(' %(+,1' 27+(5 ,1 7+,6 9,(: ; '28* ),5 &2/801 )227,1* 86( 6,03621 &364 6'6 25 /&% 3267 %$6(
1257+ 6287+ 6(&7,21 7+528*+ :(67 %('52206 VFDOH
5(*5$'( )25 &5$:/63$&( $&&(66
66
Building Sections
/$* %2/76 :,7+ 0,1 7+5($' 3(1(75$7,21 ,172 )5$0,1*
($67 :(67 6(&7,21 7+528*+ 1257+ %('5220 $1' '250(5 VFDOH
'2 127 )5$0( :,1'2: 1$,/,1* ),16 72 )$&( 2) 6+($7+,1* 02817 ; 672&. :,7+ 1$552: )$&( )/86+ :,7+ ,17(5,25 )$&( 2) ; 678'
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
)$67(1 :,1'2: 1$,/,1* ),1 72 1$552: )$&( 2) ; 672&.
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
'(6,*1 ,17(17 :,1'2: 3/$1( 6,76 %$&. 127,&($%/< )520 :$// )$&(
; 678'
'$7(
;
'(6,*1(' %< $,'(1 +803+5(<
&21&5(7( 522) 7,/(6 ; 37 %$77(16 )(/7 6+($7+,1* 7-, 5$)7(5 -2,676 $7 2& 5 +,*+ '(16,7< 3&) &/26(' &(// 635$< )2$0 ,168/$7,21 7<3( ; *<3680 %2$5'
'5$:1 %<
$,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
526(%85* )3 5,*,'/$0 /9/ ; 25 (48,9$/(17 25 %(77(5 '28* ),5 ; +($'(5
; ') 25 %(77(5 &2/801 &('$5 6+,1*/( 6,',1* 5(648$5(' $1' 5(%877(' 6+,1*/(6 '5,:$// 5$,16&5((1 '5$,1$*( 0$7 )/$6+,1* $7 $// 92,'6 $%870(176 6+($7+,1* 5 +,*+ '(16,7< 3&) &/26(' &(// 635$< )2$0 ,168/$7,21 7<3( ; *<3680 %2$5'
; ') +($'(5
* ,1 + $6 )/
$)),; :,1'2: 1$,/,1* ),1 72 1$552: )$&( 2) ; 672&. ,16(7 ,172 ; 678' :$// 6(( 127( $%29( :22' &/$' :,1'2: 6,76 %$&. )520 )$&( 2) :$// 7+,6 ,6 7<3,&$/ )25 $// :,1'2:6 $// :,1'2:6 +$9( )/$6+,1* :$6+ $7 6,// )25 5812))
* ,1 + $6 )/
(;,67,1*
$5&+ +$6 %(//< $1' ,6 &216758&7(' 2) 3,(&(6 2) %8,/7 83 3/<:22' %(+,1' ($67 $1' :(67 )$&(6 2) 7<3( ; *<3680 %2$5' *<3680 %2$5' 81'(5 $5&+ 6833257(' %< %/2&.,1*
/$7(5$/ %5$&,1* )25 &2/8016 $7 2&
6+((7 1$0( :$// 6(&7,216 6+((7 180%(5
$
5 +,*+ '(16,7< &/26(' &(// 635$< )2$0 ,168/$7,21 ,1 '250(5 :$//6 5 ,1 '250(5 522)
)/$6+,1*
&('$5 6+,1*/( 6,',1* 5(648$5(' $1' 5(%877(' 6+,1*/(6 '5,:$// 5$,16&5((1 '5$,1$*( 0$7 )/$6+,1* $7 $// 92,'6 $%870(176 6+($7+,1* 5 +,*+ '(16,7< 3&) &/26(' &(// 635$< )2$0 ,168/$7,21 7<3( ; *<3680 %2$5'
,167$// )$6&,$ 723 )$&( $%29( 522) 6+($7+,1* $17, 321',1* )2$0 :('*( %(+,1' )$6&,$ %2$5' 81'(5 )(/7 /$3 )(/7 29(5 723 2) )$6&,$ %2$5'
%/2&.,1*
5 +,*+ '(16,7< &/26(' &(// 635$< )2$0 ,168/$7,21 29(5 %$< &$17,/(9(56
-$0(6 +$5',( /$3 6,',1* 72 0$7&+ (;,67,1* ,167$// 3(5 0)* 63(&,),&$7,216
&85%/(66 6+2:(5 3$1
%/2&. $6 1(('(' 29(5 %$< &(,/,1* ; '28* ),5 &2/801 &21&($/(' ,1 :$// %($56 21 (;,67,1* )281'$7,21 67(0 :$//
)/$6+,1*
%/2&.,1*
(;,67,1* )281'$7,21 :$// $1' )227,1*
%(9(/ $1' '5,3 ('*( %$1' %2$5' 25 ,17(*5$7( 3$,17(' )/$6+,1*
5 +,*+ '(16,7< &/26(' &(// 635$< )2$0 ,168/$7,21 %(+,1' 5,0 %2$5' %(7:((1 %/2&.,1*
$// 352-(&7 (;7(5,25 75,0 ,6 72 %( &$8/.(' :,7+ :$7(53522),1* 6($/(5
; 6+2:(5 3$1 -2,676 5 +,*+ '(16,7< 3&) &/26(' &(// 635$< )2$0 ,168/$7,21 81'(5 )/2256
($67 :$// 6(&7,21 VFDOH
:(67 :$// 6(&7,21 VFDOH
6287+ %$< :$// 6(&7,21 VFDOH
67
6287+ $77,& :,1'2: $1'(5621 :22' &/$' $ 6(5,(6 &$6(0(17 :,1'2: %27720
$ 6(5,(6 :22' &/$' 3,&785( :,1'2: &(17(5
/$''(5 :,7+ ,17(*5$7(' 1,*+7 67$1'
%8,/' %22.6+(/) ,172 :$// 62/,' :22' &216758&7,21 ,1&/8',1* :22'(1 %$&. 3,(&(
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
1257+ :$// ('*(
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
$
$77,& 68%)/225
'$7(
$77,& %22.6+(/)
6287+ %('5220 %$< :,1'2: $1'(5621 :22' &/$' $ 6(5,(6 &$6(0(17 :,1'2: $ 6(5,(6 :22' &/$' 3,&785( :,1'2: &(17(5
$1'(5621 $5&+7,(&785$/ 5(&7$1*/( +,1*(' '225 :,7+ /2: ( 7(03(5(' */$66 0$3/( ,17(5,25 ),1,6+ (;7(5,25 ),1,6+ 72 %( &225',1$7(' :,7+ &/,(17 <80$ +$5':$5( ,1 ',675(66(' %521=(
$1'(5621 :22' &/$' $ 6(5,(6 &$6(0(17 :,1'2: $ 6(5,(6 :22' &/$' 3,&785( :,1'2: &(17(5
6+((7 1$0( :,1'2: '225 6&+('8/( $1' ,17(5,25 (/(9$7,216
*
$
:(67 $77,& :,1'2: $1'(5621 :22' &/$' $ 6(5,(6 &$6(0(17 :,1'2:
$// 352-(&7 '28%/( &$6(0(17 :,1'2:6 $1'(5621 :22' &/$' $ 6(5,(6 &$6(0(17 :,1'2:
6+((7 180%(5
'
1(,/ 5,&+$5'621
)
$,'(1 +803+5(<
&+(&.(' %<
&
'5$:1 %<
(
1257+ $1' 6287+ %$< :,1'2: 6,'(6 $1'(5621 :22' &/$' $ 6(5,(6 3,&785( :,1'2:
$1'(5621 $ 6(5,(6 :22' &/$' 3,&785( :,1'2:6 %27720 :,7+ 9(17(' $:1,1*6 723
,1&/8'( :,1' )25&( 5(,1)25&,1* 3(5 0$18)$&785(5 63(&,),&$7,216
+
VFDOH
%
3/$< 6758&785(
$ '(&216758&7$%/( 5(029$%/( 3/$< 6758&785(
&87 $5&+(' *,5'(5 )520 ; ') 25 %(77(5 0,1,080 &5266 6(&7,21$/ +(,*+7 '2 127 68%67,787( ;
VFDOH
$ $77,& %22.6+(/)
0$; 23(1 63$&( %(7:((1 %$/867(56
'(6,*1(' %< $,'(1 +803+5(<
9(57,&$/ ),/,1*
6+(/)
VFDOH
67((/ %5$&.(7 68332576 '(6. 21 ($67 6,'( $ 0,1, 2)),&( $1' 3$175< ($67 $1' 1257+ (/(9$7,216
68
&8%%< ),1*(5 38//6
$ *$//(5< :,1'2:6 $1' 75,0 ,17(5,25 (/(9$7,21
&21),50 %$6( 75,0 :,7+ 2:1(5
&+$/. %2$5'
VFDOH
3$175< :,7+ $'-867$%/( 6+(/9,1*
6+(/) 6+(/)
+$5':22' 52'
&21),50 %$6( 75,0 :,7+ 2:1(5
$ 5 & + , 7 ( & 7
QHLO ULFKDUGVRQ
1
ZZZ QHLOULFKDUGVRQDUFKLWHFW FRP 1HLO 5LFKDUGVRQ $,$ /((' $3
'$7(
'(6,*1(' %< $,'(1 +803+5(< $,'(1 +803+5(<
&+(&.(' %<
1(,/ 5,&+$5'621
1
'5$:1 %<
1
6+((7 1$0( )5$0,1* ',$*5$06 6+((7 180%(5
$ 127( 9(5,)< $// ',0(16,216 ,1 7+( ),(/' %()25( &216758&7,21 7+( )5$0,1* ',0(16,216 21 7+,6 3$*( $5( $3352;,0$7( $1' 0$< 1((' 72 %( $'-867(' 72 68,7 7+( $6 %8,/7 (;,67,1* 6758&785(
$
($67 )5$0,1* (/(9$7,21 VFDOH
$
1257+ )5$0,1* (/(9$7,21 VFDOH
$
:(67 )5$0,1* (/(9$7,21 VFDOH
$
6287+ )5$0,1* (/(9$7,21 VFDOH
This design uses Advanced Framing, which improves R values, and saves labor and material costs. It does, however require contractors to pay attention to stud layout. I stored important structural calculations in the 3D model itself, which prompts me to recalculate when there are changes.
69
:(67 )$&$'( 5(1'(5,1*
XQVFDOHG SHUVSHFWLYH
($67 )$&$'( 5(1'(5,1*
XQVFDOHG SHUVSHFWLYH
I created a 3D model from trace paper plans and elevations supplied by Neil Richardson, Architect. I rendered this model and created other schematic documents which comprised
70
$
1257+:(67 5(1'(5,1*
XQVFDOHG SHUVSHFWLYH
$
1257+ )$&$'( 5(1'(5,1*
XQVFDOHG SHUVSHFWLYH
a PDF which was projected on screen for the Philomath city council. The project was approved, and the mayor expressed his appreciation for the quality of the presentation.
City of Philomath Park Meeting Place and Shelter
Philomath, Oregon
$
$
From trace paper to finished presentation, I billed for only 30 hours of work, which was not too much under my actual time.
16 6(&7,21 7+528*+ (1&/26(' $5($
VFDOH
$
16 6(&7,21 7+528*+ 3,&1,& $5($
VFDOH
$
( : 6(&7,21 3(563(&7,9(
$
XQVFDOHG
( : 6(&7,21 $7 *$%/( 3($.
VFDOH
$
$
:(67 (/(9$7,21
VFDOH
$
6287+ (/(9$7,21
VFDOH
1257+ (/(9$7,21
$
VFDOH
($67 (/(9$7,21
VFDOH
$
3/$1
XQVFDOHG
Philomath public park shelter
Philomath, Oregon
$
3/$1
$
XQVFDOHG
71
$-+ '(6,*1
/,1*&2' 67
7+ 675((7
' 2 2 : * 1 , .
( 7 ( 5 6 7
1 67$57
2:1(5 7(&+12/2*< 6(59,&(6 ,1&25325$7(' .,1*:22' 675((7 68,7( $ )/25(1&( 25 352-(&7
76, ),%(5 237,& /$<287 .,1*:22' 72 /,1*&2'
.,1*:22'
'5$:1 %< $,'(1 +803+5(< /,1*2 /$1( -81&7,21 &,7< 25 DLGHQMK#JPDLO FRP
VFDOH
.,1*:22' /,1*&2' 237,& ),%(5 ,167$//$7,21 352-(&7 /2&$7,21
5(35(6(17$7,9( 6(&7,21
6<0%2/ /(*(1'
1(: 76, ),%(5 237,& &$%/( (;,67,1* 4:(67 $1' &$%/( $3521
3/$17(5
(;,67,1* 6(:(5 /,1(
.,1*:22'
6,'(:$/.
67250 6<67(0 (;,67,1* :$7(5/,1(
:$7(5/,1(
72
4:(67 &$%/( '(37+ 81.12:1
:$7(5 9$/9(
1(: 76, ),%(5 237,& &$%/(
/,*+7 32/( 9 .
Technology Services Incorporated Fiber Optic Installation
+<'5$17
Florence, Oregon
67$57 .,1*:22' 67 $7 /,*+7 32/( 9 . (1' 1257+ 2) /,1*&2' $7 ,17(56(&7,21 :,7+ .,1*:22'
I assisted Neil Richardson, Architect, during a client meeting with live, interactive 3D modeling. I created a 3D model from scanned in blueprints, and then updated the model to reflect Neilâ&#x20AC;&#x2122;s design work. I used this model to generate a high quality set of renderings to powerfully communicate Neilâ&#x20AC;&#x2122;s idea.
Victorian remodel
Seal Rock, Oregon
73