509'
510'
84.42'
7661 SW CAPITOL HWY. PORTLAND, OR 97219
1' - 0" TYP.
RETAINING WALL ELE. 2'
504'
DN
20' - 0"
503'
PARKING ENTANCE / EXITING
9' - 0"
5' - 0"
TYP.
APPROXIMATE EXISTING SIDEWALK
NEW TREE
ADA RAMP
TYP.
18' - 0"
NEW TREE
RETAIL RES. ENTRY ENTRY
502'
503' SET BACK 36'6"
ARCH 202
DN RETAINING WALL
BICYCLE PARKING
500'
RETAIL ENTRY
RETAINING WALL
COVERED WALKWAY
Consultant Address Address Phone Fax e-mail
RES. ENTRY
COVERED WALKWAY
EXISTING TREE
GREEN HOUSE
PERGOLA
COMMUNITY GARDEN & SPACE
EAST VIEW N.T.S
FRONT AWNING OUTLINE W/ AWNING OVERHANG MAX. 7' VARIANTS W/ PERMIT 32.62.010
SHEET INDEX
APARTMENT C
A2 - N/W ELEVATIONS IL TA RY E R NT E
P AP
TE MA I X RO
TI IS EX
NG
K AL W DE SI
EXISTING TREE
EXISTING TREE 7881 SW CAPITAL HWY. PORTLAND OR 97219 BUILDING FOOTPRINT: FLOOR HEIGHTS:
TOP OF ELEVATOR: ZONE: CONSTRUCTION TYPE: MAX HEIGHT: REQ. SETBACK: REQ. PARKING: 0 REQ. REQ. BUILDING COVERAGE: 50%OF SITE PROPOSED PARKING: 6 SPACES (INCD. ADA) OCCUPANCY USE: M, R2 OCCUPANCY LOAD:
500' SITE & ROOF PLAN 1 1/8" = 1'-0"
6751.07 SQ.' LEVEL 2: 15' LEVEL 3: 24' LEVEL 4: 32' 42' CSd ZONE TYPE II-B 42 FT. 0 REQ.
M TOTAL= 59 PEOPLE R2 TOTAL= 15 PEOPLE
A3 - S/E ELEVATIONS
S 60 W ' R CA IG PI H TA T L O H F W W Y AY
RETAIL ENTRY
A1 - SITE PLAN
A4 - FIRST FLOOR PLAN A5 - SECOND FLOOR PLAN A6 - THIRD FLOOR PLAN 3
VICINITY MAP N.T.S
A7 - FOUNDATION Page Date
A8 - BUILING SECTION
3/21/2012 MJ PG
Drawn by Checked by
A9 - WALL SECTION
A1 Scale
1/8" = 1'-0"
3/21/2012 7:10:34 AM
2 SET BACK 0'
SITE PLAN
APARTMENT D
ARCH 202
DRAWN BY: MICHAEL JAMIESON
500' COVERED WALKWAY
FRONT AWNING OUTLINE W/ AWNING OVERHANG MAX. 7' VARIANTS W/ PERMIT 32.62.010
APPROXIMATE EXISTING SIDEWALK
No.
SET BACK 0"
63' - 0"
WALKWAY
APARTMENT B
SOUTHWEST VIEW N.T.S
SET BACK 0'
8' - 0"
169.71'
COVERED STAIRWAY
1
Consultant Address Address Phone Fax e-mail
2ND FLOOR DECK
2ND FLOOR DECK
RETAIL ENTRY
APARTMENT A
Consultant Address Address Phone Fax e-mail
Date
ELE.
Description
ROOF ABOVE STAIRS
107.78'
RECYCLE/ TRASH AREA
500'
COMMERCIAL STUDIO
1' - 0"
RETAINING WALL ELE. 3'
3' - 0"
SW 32ND AVE. 50' RIGHT OF WAY
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
6
5
4
3
2
1
TOP OF ELEVATOR 41' - 0"
ROOF SLOPE 1/2" / 12" BEYOND PARAPET
ALUMINUM PARAPET CAP
ROOF SLOPE 1/2" / 12" BEYOND PARAPET TOP OF PARAPET 35' - 0"
HARDI PLANK SIDING
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ROOF 32' - 0"
GREENHOUSE GLASS
LEVEL3 24' - 0"
ARCH 202
STUCCO FINISH
COMMERCIAL STUDIO
STEEL RAILING
Consultant Address Address Phone Fax e-mail
LEVEL2 15' - 0" CMU W/ BRICK VENEER
Consultant Address Address Phone Fax e-mail CONCRETE RETAINING WALL
Consultant Address Address Phone Fax e-mail
LEVEL 1 0' - 0"
North 3/16" = 1'-0"
A
B
C
D
E
F
Description
1
Date
B.O FOOTING -3' - 0"
G
6' - 0"
No.
TOP OF ELEVATOR 41' - 0"
HARDI PLANK SIDING
LEVEL3 24' - 0"
9' - 0"
STUCCO FINISH
STEEL RAILING
LEVEL2 15' - 0"
3' - 0"
15' - 0"
CMU W/ BRICK VENEER
LEVEL 1 0' - 0"
Page Date
B.O FOOTING -3' - 0"
3/21/2012 Author Checker
Drawn by Checked by
2
West 3/16" = 1'-0"
A2 Scale
3/16" = 1'-0"
3/21/2012 6:36:20 AM
8' - 0"
ROOF 32' - 0"
N/W ELEVATIONS
DRAWN BY: MICHAEL JAMIESON
3' - 0"
TOP OF PARAPET 35' - 0"
ARCH 202
ALUMINUM PARAPET CAP
1
2
3
1
4
5
6
A8
TOP OF ELEVATOR 41' - 0"
ALUMINUM PARAPET CAP
TOP OF PARAPET 35' - 0"
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ROOF 32' - 0"
HARDI PLANK SIDING
LEVEL3 24' - 0"
ARCH 202
STUCCO FINISH
COMMERCIAL STUDIO
STEEL RAILING
LEVEL2 15' - 0"
Consultant Address Address Phone Fax e-mail
CMU W/ BRICK VENEER
METAL AWNING Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
LEVEL 1 0' - 0"
Date
B.O FOOTING -3' - 0"
South 3/16" = 1'-0"
G
F
E
D
C
B
A
Description
1
12
ROOF SLOPE 1/2" / 12" BEYOND PARAPET
ALUMINUM PARAPET CAP
ROOF SLOPE 1/2" / 12" BEYOND PARAPET
TOP OF ELEVATOR 41' - 0"
ROOF SLOPE 1/2" / 12" BEYOND PARAPET
No.
6' - 0"
1/2
8' - 0" 9' - 0"
LEVEL3 24' - 0"
STUCCO FINISH
STEEL RAILING LEVEL2 15' - 0"
15' - 0"
METAL AWNING
CMU W/ BRICK VENEER
3' - 0" 1' - 0"2' - 0"
CONCRETE RETAINING WALL LEVEL 1 0' - 0"
Page B.O FOOTING -3' - 0"
Date
3/21/2012 Author Checker
Drawn by Checked by
2
A3
East 3/16" = 1'-0" Scale
3/16" = 1'-0"
3/21/2012 6:39:55 AM
HARDI PLANK SIDING
S/E ELEVATIONS
ROOF 32' - 0"
ARCH 202
DRAWN BY: MICHAEL JAMIESON
3' - 0"
TOP OF PARAPET 35' - 0"
1
1
2
3
A8
11' - 0"
4
21' - 0"
5
8' - 6"
ELEV. + 3' - 0"
6
13' - 6"
17' - 6"
ELEV. + 3' - 0"
71' - 6"
1' - 0" 8' - 6"
35' - 0"
3' - 6"
1' - 0"
32' - 0"
15' - 6"
1' - 0"
D
19' - 6"
D C
ELEVATOR
7' - 6"
B
4' - 0" 5' - 0"
5' - 0"
5' - 0" ELEV. + 0' - 0"
A
ELEV. + 0' - 0"
9 11' - 0"
TRASH & RECYCLE AREA
1C
UP
UP 2' X 6' CS
7
BIKE RACKS
2' X 6' CS
2A
6' - 6"
1' - 0"
A
2' X 6' CS
LEVEL 1 COMMERCIAL TOTAL SQ. FT. 5970 6' X 12' CS
5C 2' X 6' CS
ELEV. + 0' - 0"
ELEV. + 0' - 0"
101 RETAIL
11' - 0"
22' - 6"
5' - 0"
5' - 0"
5' - 0"
UP
4D 5'
5' - 0"
6" X 6" STEEL POST TYP. 17' - 0"
5'
10' - 6"
0"
5C
102
C
B
A AD
9' - 0"
9B
MEN'S BATHROOM 18'- 8" x 8'- 5"
5
D
104
10A
WOMEN'S BATHROOM
6
12A A
103
8A 8' - 6"
7B
11A
5
19'- 8" x 8'- 5"
E
1
173 SQ.FT
UP
MEN'S BATHROOM
WOMEN'S BATHROOM
18'- 8" x 8'- 5"
19'- 8" x 8'- 5"
14B
20' - 0"
16A 21' - 6"
B
B
7' - 0"
17' - 0"
18B
19B 20A
17B
2' - 0" 2' - 0"
4
107
10' - 6"
JANITORIAL 21C 23 SQ.FT
5' 0"
A
A 5'
ELEV. + 0' - 0"
16' - 6"
11' - 6"
2' - 6"
106
9' - 0"
6
A
105
15B A
4' - 0"
C
ENTRY FOR RESIDENTIAL
AD
13C
2
AD
102
9' - 0"
8' - 6"
4' - 0"
C
0"
114' - 6"
6" X 6" STEEL POST TYP.
3
TYP.
4' X 12' CS
18' - 0"
9' - 6"
D
108
22F
RETAIL 2948 SQ.FT
29F 9'
0"
8' - 6"
4' X 12' CS
3'
0"
A '12
E
TYP.
9' - 6"
5'
4' X 12' CS
0"
18' - 0"
4' X 12' CS
69' - 0"
28F
'12
23F
0"
8' - 6"
KEYNOTES: 27F 6'
4' X 12' CS
1. RESIDENTIAL MAILBOXES
0"
2. INDOOR BIKE RACKS
3
A
3. AWNING OVERHANG MAX. 7' VARIANTS WITH PERMIT 32.62.010
F 9' - 0"
'12
' 88
5. ADA APPROVED GRAB BARS
" -6
6. WALL MOUNTED HAND DRYER 7. ADA RAMP
26F
4' X 12' CS
19' - 0"
4. JANITORIAL CORNER MOP SINK
0"
5'
4' X 12' CS
" -6
9. ELEVATOR DOOR
DOOR KEY:
24F A = INWARD SWING RIGHT B = INWARD SWING LEFT '12
WALL TYPES
C = OUTWARD SWING D = UNIVERSAL SWING
A
8" CMU WALL
B
6" STEEL STUD WALL
P. TY
C
4" STEEL STUD WALL
0"
D
12" CONCRETE RETAINING WALL
E
8" BEARING WALL
12' - 6"
F = BI-FOLD 25F 4' X 12' CS
'10
4'
0" P. TY
5'
" -6
'12
5'
G = POCKET
0"
P. TY
0"
FIRST FLOOR PLAN 3/16" = 1'-0"
ARCH 202
COMMERCIAL STUDIO
3/21/2012 MJ PG
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
Date
Consultant Address Address Phone Fax e-mail
Description
Consultant Address Address Phone Fax e-mail
A4 3/16" = 1'-0"
FIRST FLOOR PLAN
No.
Consultant Address Address Phone Fax e-mail
Page
Date
Drawn by
Checked by
Scale
DRAWN BY: MICHAEL JAMIESON ARCH 202
3/21/2012 7:01:52 AM
0"
E = SLIDER
TYP.
G
1
0"
62' - 6"
6' X 12' CS
6A
14' - 0"
4
JANITORIAL 23 SQ.FT
62' - 6"
5' - 6"
2' - 0" 2' - 0"
9' - 0"
B
0"
AD
37' - 0"
23' - 0"
2137 SQ.FT
1
2
3
4
5
6
1 A8
9' - 6"
16' - 0"
4' X 7' CS
12' - 0"
4' - 6"
4' - 6" 30D
6' - 6"
GFI
A
10' - 6"
ELEVATOR
5' - 0"
12' - 0"
DN 1
10' - 0"
24' - 6"
5' - 0"
5' - 0"
1' - 0"
7' - 6"
5' - 6"
5' - 6"
GFI
KITCHEN
4' X 7' CS
3' - 6"
1441.61 TOTAL SQ.FT 669.06 SQ.FT LIVING ROOM
3
16' - 0"
7' - 0"
9' - 0"
DECK
36' - 6"
2' - 0"
202 APARTMENT B
4' - 0"
13' - 6"
LIVING ROOM 6' - 6"
DECK
34C
11' - 0"
3' - 6"
APARTMENT A 3
7' - 6"
REF. 24' - 0"
33C
1254.42 TOTAL SQ.FT 612.84 SQ.FT
32E
KITCHEN
REF. 1' - 6"
4' - 6"
22' - 6"
201 4' X 7' CS
37' - 0"
DINING AREA
9' - 6"
3' - 0"
10' - 0"
DINING AREA
31E
3' - 6"
8' - 6" UP
4' - 0"
5' - 0" 4' - 6"
3' - 0" 3' - 6"
4' - 0"
3' - 0"
8' - 0"
10' - 6"
51B
13' - 6"
204
PERGOLA POST x 3
4' - 6"
8' - 6"
7' - 0"
9' - 0"
4' - 6" 9' - 6"
4' - 0" DN
48B
3' - 6"
3' - 6"
RESIDENTAL EXIT
4' X 6' CS
OFFICE
2' - 0"
13' - 0" 7' - 6"
3' - 6"
3' - 0"
45B
C
203
44C
47E
46E 4' - 0"
3' - 6"
3' - 0"
ENTRY
7' - 6"
9' - 0"
BATH 43A
42A
41B
6' - 6"
4' - 6"
4' - 6"
1' - 6" ENTRY
4' - 0"
STORAGE
7' - 6"
9' - 0"
40A
1' - 6"
1' - 6"
5' - 6"
4' - 6"
GFI
36B
38B
GFI
BATH
35E
UP
6' - 0"
B
GREENHOUSE 344 SQ.FT
18' - 6"
UP
STORAGE
KITCHEN
4' - 0"
18' - 0"
I GF
6"
2' - 6"
4' X 7' CS
I GF
APARTMENT C
8' - 6"
125 .51 STORAGE °
8' - 0"
126 .24
°
I GF
7' - 6"
KITCHEN
5'
0"
4' - 6" 0"
6"
58A 0"
4' - 0"
8'
8'
4' X 7' CS
4'
2'
53. 96°
GFI
205
126 .04
LIVING ROOM
F. E R
DW
7' - 0"
GFI
56G BATH
57G
DW
475.39 SQ.FT 4' X 7' CS
2
E
6' - 6"
950.47 TOTAL SQ FT.
4'
F. RE
BATH
APARTMENT D
4' - 6"
2' - 0"
UP
54B °
6' - 0" 55A
53G
GFI
'35
206
2' - 6"
53. 76°
0"
2
2' - 0" 2' - 0"
D
ENTRY
4' - 0"
4' - 0"
11' - 6"
52B
7' - 6"
6' - 6"
4' - 0"
4' - 6"
21' - 0"
27' - 0"
5' - 0"
2' - 6"
6' - 6"
50B
DECK
7'
0"
6"
8' - 6" 1728.09 TOTAL SQ.FT
LIVING ROOM
KEYNOTES:
693.25 SQ.FT
1. ELEVATOR DOOR
4' X 7' CS 4' X 7' CS
8'
" -0
2. OPEN PANTRY & STORAGE UNDER STAIRS 3. PANTRY & STORAGE UNDER STAIRS
11' - 6"
DINING AREA
F
4' X 7' CS
4' X 7' CS
59D
' 12
-6
"
7'
6"
DECK
DOOR KEY:
WALL TYPES
7' - 0"
A = INWARD SWING RIGHT 54. 49°
B = INWARD SWING LEFT
A
8" CMU WALL
B
6" STEEL STUD WALL
C
4" STEEL STUD WALL
D
12" CONCRETE RETAINING WALL
E
8" BEARING WALL
C = OUTWARD SWING '11
D = UNIVERSAL SWING
6"
E = SLIDER F = BI-FOLD G = POCKET
G
1
SECOND FLOOR PLAN 3/16" = 1'-0"
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ARCH 202
COMMERCIAL STUDIO
Consultant Address Address Phone Fax e-mail
3/21/2012 Author Checker
3/16" = 1'-0"
3/21/2012 6:59:11 AM
SECOND FLOOR PLAN
Date
Consultant Address Address Phone Fax e-mail
A5
ARCH 202
Description
Consultant Address Address Phone Fax e-mail
Page
Date
Drawn by
Checked by
Scale
DRAWN BY: MICHAEL JAMIESON
No.
1
2
3
1
4
5
6
A8
26' - 0"
10' - 0"
8' - 6"
9' - 0"
10' - 0" 9' - 0"
8' - 0"
2' - 6"
2' - 6"
70F
3' - 0"
3' - 6"
3' - 0"
2' - 6" 2' - 6"
3' - 0"
3' - 0"
4' - 6"
12' - 0"
68F
3' - 0" 77F
76A
10' - 0"
4' - 6"
3' - 0"
11' - 6"
2' - 6"
OPEN OFFICE
BED ROOM 3
5' - 6"
4' X 7' CS
302
BED ROOM 2
14' - 0"
8' - 6"
5' - 6"
3' - 0"
74F
3' - 0" 73A
9' - 6"
2' - 0"
9' - 6"
75B
BED ROOM 2
6' - 6"
8' - 0"
5' - 6"
8' - 0"
9' - 6" 2' - 0"
5' - 6"
BED ROOM 1
1' - 0"
3' - 6"
5' - 0"
64B
APARTMENT B 1441.61 TOTAL SQ.FT 722.55 SQ.FT
3' - 0"
3' X 4' CS
3' - 0"
4' - 6"
3' X 4' CS
8' - 6"
2' - 6"
63A
4' X 7' CS
DN
26' - 0"
2' - 6"
62B
DN
11' - 0"
3' - 6"
3' - 0"
72F
7' - 6"
2' - 6"
2' - 0" 71F
2' - 0"
5' - 0"
6' - 6"
3' - 6" 5' - 6" 3' - 0"
GFI
4' X 7' CS
14' - 0"
69A
3' X 4' CS
15' - 0"
3' - 0"
67F
3' X 4' CS
2' - 6"
65B
BATH
B
7' - 0"
1' - 6" 3' - 0"
3' - 6"
17' - 6"
5' - 6"
BED ROOM 1
66F
M.BATH
61B
2' - 0"
1254.42 TOTAL SQ.FT 651.58 SQ.FT
3' - 6"
BATH
60B
APARTMENT A
4' X 7' CS
37' - 0"
LAUNDRY
5' - 0"
5' - 6"
8' - 6"
301
9' - 0"
GFI
A
9' - 6"
GFI
12' - 6"
C 12' - 0"
4' - 6"
3' X 4' CS
11' - 0"
4' - 6"
11' - 6" 22' - 6"
13' - 0"
GREEN HOUSE
7' - 0"
PERGOLA
21' - 6"
10' - 6"
13' - 0"
2' - 6"
10' - 6"
21' - 0"
D
4' - 0"
°
6' - 0"
304
81F 0"
4'
4' -
11' - 0"
126 .04
4' X 7' CS
" -6
13' - 0"
80A
2' - 0"
6"
4' -
APARTMENT D 0"
950.47 TOTAL SQ.FT
6"
' 12
3' X 4' CS
16' - 0"
3'
53. 76°
6"
9' - 6"
3'
9' - 0"
79B
9' - 0"
78F
OPEN OFFICE
2' - 0"
5' - 6"
8' - 0"
6"
3' - 6"
GFI
8'
2' X 4' CS
DN
475.08 SQ.FT
EN OP
W LO BE
8'
6"
4' X 15' CS
26' - 0"
°
0"
5'
3' - 0" 1' - 6"2' - 0"
82F 2' - 0"
5' - 6"
2' - 0"
85A
BATH 10' - 0"
87B
GFI
89F
5' - 0"
M.BATH
5' - 0"
81.96
1' - 6"
BED ROOM 2
F
126 .04
°
4' - 6" 9' - 6"
88F
2'
0"
4' X 15' CS
KEYNOTES:
" -6 7'
2' - 0"
86A
4' - 6"
7' - 0"
4' - 0"
6"
6"
1. RESIDENTIAL MAILBOXES
0°
LAUNDRY 3' - 6"
7'
53. 96°
6' - 6"
3' - 0"
84B
4' - 6"
126 .24
°
83F
5' - 0"
7'
13' - 6"
62 .0
E
DN
4' X 7' CS
BED ROOM 1
GFI
5'
12' - 6"
3'
" -6
BED ROOM 1
6"
125 . 51
3'
2. INDOOR BIKE RACKS
6"
3. AWNING OVERHANG MAX. 7' VARIANTS WITH PERMIT 32.62.010 4. JANITORIAL CORNER MOP SINK
°
5. ADA APPROVED GRAB BARS
90A
6. WALL MOUNTED HAND DRYER 2'
6"
7. ADA RAMP 9. ELEVATOR DOOR
MASTER BED ROOM 7'
" -6
4' X 15' CS
303
WALL TYPES
7' - 6"
APARTMENT C
7'
1728.09 TOTAL SQ.FT 1034.84 SQ.FT
5'
A
8" CMU WALL
B = INWARD SWING LEFT
0"
B
6" STEEL STUD WALL
C
4" STEEL STUD WALL
D
12" CONCRETE RETAINING WALL
E
8" BEARING WALL
C = OUTWARD SWING D = UNIVERSAL SWING
7'
9' - 0"
DOOR KEY: A = INWARD SWING RIGHT
4' X 15' CS
E = SLIDER
6"
F = BI-FOLD
4' X 15' CS
G = POCKET
53. 96°
G
7'
2'
1
" -6
6"
6"
THIRD FLOOR PLAN 3/16" = 1'-0"
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ARCH 202
COMMERCIAL STUDIO
Consultant Address Address Phone Fax e-mail
3/21/2012 Author Checker
3/16" = 1'-0"
3/21/2012 6:57:08 AM
THIRD FLOOR PLAN
Date
Consultant Address Address Phone Fax e-mail
A6
ARCH 202
Description
Consultant Address Address Phone Fax e-mail
Page
Date
Drawn by
Checked by
Scale
DRAWN BY: MICHAEL JAMIESON
No.
1
1
2
3
A8
11' - 0"
21' - 0"
4
5
8' - 6"
32' - 6"
6
13' - 6"
17' - 6"
8' - 6"
35' - 6"
5' - 6"
C
3' - 0"
C
UP 1 TYP. ELEVATOR 5' - 6"
A
UP
16' - 0"
TYP.
9' - 0"
10' - 0"
ELEVATOR PIT OPENING 3' DEEP
30' - 0"
UP
10' - 0"
A
A 3
22' - 6"
3
C
37' - 0"
A 4
1 TYP.
B
TYP.
A
TYP.
TYP.
3
B
6' - 0"
6' - 0" 3 UP
20' - 0"
1' - 0"
8' - 6"
1' - 0"
C
PROPERTY LINE
PROPERTY LINE
14' - 0"
2 TYP.
8' - 6" 21' - 0"
A 15' - 0"
3 3' - 6"
1' - 6"
D TYP.
TYP.
TYP.
TYP.
9' - 6"
P. TY
16' - 6"
10' - 0"
13' - 6" 12' - 0"
17' - 0"
4
18' - 0"
500'
6' - 0"
TYP.
3'
P. TY
20' - 6"
'12
0"
0"
1 TYP. 6' - 0"
E
5'
TYP.
TYP.
A '11
6"
15' - 6"
12' - 0"
72' - 6"
P. TY
18' - 0"
6"
2 TYP.
6'
3
6"
KEYNOTES
0 '12
PR
OP
1. 4" STEEL COLUMNS ON 3' X 3' X 1' BEARING PAD WITH STEEL REINFORCE PER ENIGINEER EACH WAY 2. SAWN CONTROL JOINTS 1/8" WIDE W/ JOINT FILLER.
6' - 0"
P. TY
"
TY ER
E LIN
F
3. ISOLATION JOINTS ALONG WALLS TYP.
TYP.
'12
12' - 0"
P. TY
TYP. '12
3' - 6"
7' - 0" 2' - 6"
4. 4" CONCRETE SLAB W/ 6X6 #W2.9 X 2.9 WIRE MESH OVER 10 MI. VAPOR BARRIER AND 2" OF SAND & 4" GRAVEL.
0"
FOOTING & WALL SCHDULE
A 5'
G
0"
5. ADA RAMP
12' - 6"
A 19' - 0"
6'
4'
" -6
0"
A
12" FOUNDATION WALL OVER 24" X 12" FOOTING W/ STEEL REINFORCE PER ENGINEER
B
8" FOUNDATION WALL OVER 8" X 16" FOOTING W/ STEEL REINFORCE PER ENGINEER
C
12" CONCRETE RETAINING WALL
0"
500'
1
FOUNDATION PLAN 3/16" = 1'-0"
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ARCH 202
COMMERCIAL STUDIO
Consultant Address Address Phone Fax e-mail
3/21/2012 MJ PG
3/16" = 1'-0"
3/21/2012 7:31:10 AM
FOUNDATION PLAN
Date
Consultant Address Address Phone Fax e-mail
A7
ARCH 202
Description
Consultant Address Address Phone Fax e-mail
Page
Date
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No.
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219 ARCH 202 COMMERCIAL STUDIO A
B
C
D
E
Consultant Address Address Phone Fax e-mail
F
TOP OF ELEVATOR 41' - 0"
BEAM PER ENGINEER
7
3' - 0"
2' - 0"
7
TOP OF PARAPET 35' - 0"
BED ROOM 3
BATH
BED ROOM 2
APARTMENT C
205
EXIT FOR RESIDENTIAL
4' - 0"
APARTMENT A
8' - 0"
202
LIVING ROOM
APARTMENT C
1 A9 3' - 0"
ENTRY
LEVEL3 24' - 0"
5
3' - 6"
KITCHEN
201
8' - 0"
9' - 0"
3 7' - 6"
6
LEVEL2 15' - 0"
No.
44' - 0"
5
9' - 6"
11' - 6"
1' - 0"
2' - 0"
APARTMENT A
305
Date
BED ROOM 2
Consultant Address Address Phone Fax e-mail
Description
BED ROOM 1
METAL ROOFING
8' - 0"
301
9' - 6"
8' - 0"
8' - 0"
ROOF 32' - 0"
Consultant Address Address Phone Fax e-mail
4
STEEL JOITS K20 @ 24" OC.
4
TYP.
LEVEL 1 0' - 0" B.O FOOTING -3' - 0"
SECTION 1 3/16" = 1'-0"
Page Date
3/21/2012 Author Checker
Drawn by Checked by
A8 Scale
3/16" = 1'-0"
3/21/2012 6:54:38 AM
TYP.
SECTION
INTERIOR BIKE RACKS
ARCH 202
RETAIL
1
1' - 6"
12' - 0"
108
1
1' - 0"
3' - 0"
8' - 6" 1' - 0"
1' - 0" 2' - 0"
ENTRY FOR RESIDENTIAL
DRAWN BY: MICHAEL JAMIESON
RETAIL
102
2
7' - 6"
2
RETAINING WALL
5' - 0"
1
101
12' - 0"
3
7' - 6"
11' - 0"
15' - 0"
STEEL BEAM W14 OR PER ENGINEER
F
2" OF DRAINER LAYER 1/4" OF ROOFING MEMBRANE 3" OF R-38 RIGID THERMAL INSULATION TJI SIZE PER ENGINEER
METAL FLASHING
METAL PARAPET CAP TOP OF PARAPET 35' - 0" HARDI PLANK SIDING OVER 1/2" WATER RESISTIVE BARRIER W/ R-38 BATT. INSUL..
ROOF 32' - 0"
GLAZING
HARDI PLANK SIDING OVER 1/2" WATER RESISTIVE BARRIER W/ R-38 BATT. INSUL.. 1/2" GYP BOARD INTERIOR
LEVEL3 24' - 0"
3/4" WOOD FLOORING PANELS w/ PEX HYDRONIC TUBING OVER 11 7/8" TJI W/BATT. INSUL. OVER (2) 5/8" TYPE-X GWB W/ CEILING FINISH STUCCO SIDING OVER 1/2" WATER RESISTIVE BARRIER W/ R-38 BATT. INSUL.. 1/2" GYP BOARD INTERIOR
STEEL TUBE RAILING
3" WL CONCRETE FLOORING W/ 3% SLOPE OVER 2" METAL DECKING STEEL BEARING PLATE
GUTTER W/ METAL TRIM BELOW
LEVEL2 15' - 0"
8" MASONRY CMU WALL W/ INTERIOR 2" RIGID INSULATION R-38 BATT. INSUL. STONE CORNICE ABOVE STORE FRONT WINDOWS STEEL JOISTS K20 @ 24" OC.
SUSPENDED CEILING STRUCTURE GLAZING
STEEL BEAM W14 OR PER ENGINEER
METAL STORE FRONT AWNING
6" x 6" STEEL TUBE COLUMN
GLAZING
4" SIDEWALK
LEVEL 1 0' - 0" WATERPROOFING 4" DIA. DRAIN
1' - 0"
4" CONCRETE SLAB W/ 6X6 #W2.9 X 2.9 WIRE MESH OVER 10 MI. VAPOR BARRIER AND 2" OF SAND & 4" GRAVEL.
GRAVEL FOR DRAINAGE B.O FOOTING -3' - 0"
2' - 6"
1
SECTION DETAIL 1 1/2" = 1'-0"
Sylvania Campus 12000 Southwest 49th Avenue, Portland, OR 97219
ARCH 202
COMMERCIAL STUDIO
Consultant Address Address Phone Fax e-mail
3/21/2012 MJ PG
1/2" = 1'-0"
3/21/2012 6:46:50 AM
WALL SECTION
Date
Consultant Address Address Phone Fax e-mail
A9
ARCH 202
Description
Consultant Address Address Phone Fax e-mail
Page
Date
Drawn by
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Scale
DRAWN BY: MICHAEL JAMIESON
No.