20-101386-Foundation Plan-04-09-2020-V1F5.51
F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.52
3
30
31
32
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
45
29
34353638394041434445464849 33374247
9998979594939290898887858483
82
86 91 96 100
81
80
79
51
78
77
76
75
73
72
71
70
74
69
64
59
54
63
62
61
60
58
57
56
55
53
52
F8.0
F8.0
65
66
67
68 25'-0"25'-0"F5.0
F5.0
F6.0
50
F6.0
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 7 x 7 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 1/2
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
H
S
S
1
0
x
1
0
x
1
/
2
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 7 x 7 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 8 x 8 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 7 x 7 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 8 x 8 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 7 x 7 x 1/4
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
HSS 10 x 10 x 5/16
S1.1
S1.2
S1.2S1.2
S1.1
S1.2
S1.3S1.3
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
STEP FTG
- 4'-9"
- 3'-0"
- 3'-0"
- 4'-9"
- 4'-9"
- 3'-0"- 1'-6"
STEP FTG
- 3'-0"
- 4'-9"
- 3'-0"- 1'-6"
VAPOR BARRIER AT FUTURE
OFFICE AREA PER ARCH
VAPOR BARRIER AT FUTURE
OFFICE AREA PER ARCH
- 4'-9"
6
S3.1TYP INT
COL
6
S3.1TYP INT
COL
6
S3.1TYP INT
COL
5
S3.1
5
S3.1
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
2
S3.1
TYP AT
OPNGS
2
S3.1
TYP AT
OPNGS
2
S3.1
TYP AT
OPNGS
3
S3.1
AT COL
1
S3.2
AT STEPPED
PANELS2
S3.1 AT
OPNGS
3
S1.0
OPP
- 3'-0"
3
S3.1
AT COL
1
S3.2
AT STEPPED
PANELS
1
S3.2
AT STEPPED
PANELS
1
S3.2
AT STEPPED
PANELS
2
S3.1
TYP AT
OPNGS
2
S3.1
TYP AT
OPNGS
- 3'-0"
- 3'-0"
2
S3.1
TYP AT
OPNGS
3
S3.1
AT COL
- 3'-0"3
S1.0
F4.0
F4.0 F4.0 F4.0
F4.0
F4.0
F4.0
F4.0
F4.0
F5.5
F5.5
F5.5
F5.5F4.0
F4.0F4.0F5.5F4.0 F4.0
F4.0
F5.5
F6.0
6
S3.2
6
S3.2
SIM
6
S3.2
6
S3.2
6
S3.2
2
S3.2
2
S3.2
(2)
H
S
S
1
2
x
6
x
1
/
4
HSS 12 x 6 x 1/4(2) HSS 12 x 6 x 1/4(2) HSS 12 x 6 x 1/4(2) HSS 12 x 6 x 1/4
(2)
H
S
S
1
2
x
6
x
1
/
4
HSS 8 x 8 x 1/4
H
S
S
8
x
8
x
1
/
4
HSS 12 x 6 x 1/42'-0"2'-0"- 1'-6"
- 1'-6"
5
S3.2
OPP
4
S3.2
4
S1.3
5
S3.2
4
S5.5
3/S5.3 AT OPP
3
S5.5
1/S5.4 AT OPP
(2) HSS 8 x 6 x 3/8" FLAT GIRTS
TO MATCH ENTRANCE.EXTEND WALL TO BE 8"
FROM EDGE OF WINDOW
S4.
AT GIRTS
10'-0"5'-0"
10'-0"10'-0"10'-0"1'-3"22'-3"20'-0" 01/22/20 - 9:20am2180307S-1.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
OVERALL FOUNDATION PLAN (FOR REFERENCE ONLY)
NTS
1
FOUNDATION NOTES:
1.SEE SHEET S0.01 FOR GENERAL NOTES. SEE SHEET S0.03 FOR TYPICAL DETAILS. SEE
SHEET S0.02 FOR TESTING AND INSPECTION NOTES. SEE S5.1 FOR PANEL ELEVATIONS.
2.SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT REQUIREMENTS. THIS
INCLUDES ALL EXCAVATION, FILL AND FILL PLACEMENT REQUIREMENTS.
3.SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND OTHER FLOOR
DEPRESSIONS NOT SHOWN.
4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT
SHOWN.
5.VERIFY ALL WINDOW AND DOOR WIDTH AND HEIGHTS WITH ARCHITECTURAL
DRAWINGS.
6.LOCATIONS OF COLUMNS LOCATED IN WALLS ARE SHOWN SCHEMATICALLY ON
STRUCTURAL DRAWINGS. THE CONTRACTOR IS TO COORDINATE LOCATION OF COLUMNS
WITH ARCHITECTURAL DRAWINGS.
7.COLUMNS NOT SPECIFICALLY LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT
TO OPENINGS AS DIMENSIONED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR
DETAILS AT ALL WINDOW AND DOOR JAMBS.
8.SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND CALLOUTS AT
NON-STRUCTURAL WALLS.
9.FOR TYPICAL CONNECTION OF NON-LOAD BEARING WALLS TO SLAB, USE POWER
ACTUATED FASTENERS AT 16" O.C.
10.PANEL DIMENSIONS SHOWN ARE TO CENTERLINE OF PANEL JOINT. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL PANEL DIMENSIONS.
11.ELEVATIONS OF PANELS ARE SHOWN ON SHEET SX.XX.
12.UNLESS NOTED OTHERWISE, TILT-UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM
INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR.
FOOTING SCHEDULE
MARK SIZE REINFORCING REMARKS
F4.0 4'-0" x 4'-0" x 1'-0"(5) #5 EACH WAY AT BOTTOM OF FOOTING
F5.0 5'-0" x 5'-0" x 1'-1"(6) #5 EACH WAY AT BOTTOM OF FOOTING
F5.5 5'-6" x 5'-6" x 1'-2"(7) #5 EACH WAY AT BOTTOM OF FOOTING
F6.0 6'-0" x 6'-0" x 1'-4"(8) #5 EACH WAY AT BOTTOM OF FOOTING
FOOTINGS SCHEDULE NOTES:
1.TOP OF FOOTING ELEVATION = -1'-0" UNLESS NOTED OTHERWISE ON PLAN.
2.FOOTING DESIGN BASED ON 3000 PSF ALLOWABLE SOIL BEARING PRESSURE.
3.EQUALLY SPACE REINFORCING IN EACH DIRECTION.
4.PROVIDE 3" CLEAR TO REINFORCING AT BOTTOM OF FOOTING.
SCHEDULE
NTS
2
ENTRY CANOPY FOUNDATION PLAN
1/4" = 1'-0"
3
1
H
NOTE: BUILDING FINISH FLOOR SLOPES. ROOF ELEVATIONS ARE GIVEN FROM THE PLANE OF THE FINISH FLOOR
F8.0 8'-0" x 8'-0" x 1'-9"(9) #6 EACH WAY AT BOTTOM OF FOOTING
F5.51
F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.52
3
6
7
8
9
10
11
12
13
14
45
9998979594939290898887858483
82
86 91 96 100
81
80
79
78
77
76
75
73
72
71
70
74
F8.0
25'-0"F5.0
F6.0
(3) EQUAL SPACES
(3) EQUAL SPACES TYP
(3) EQUAL SPACES (3) EQUAL SPACES
(3) EQUAL SPACES TYP(3) EQUAL SPACES6'-0" POURSTRIP 6'-0" POURSTRIP8'-0" POURSTRIP
8'-0" POURSTRIP
2'-0"2'-0"2'-0"2'-0"2'-0"2'-10"2'-10"2'-10"2'-0"8'-0" POURSTRIP2'-10"
2'-10"
2'-0"
4'-0"4'-0"HSS 7 x 7 x 1/4H
S
S
1
0
x
1
0
x
1
/
2
HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 8 x 8 x 1/4HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 7 x 7 x 1/4HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16S1.1
S1.2S1.2
S1.1
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
STEP FTG
- 4'-9"
- 3'-0"
- 3'-0"
- 4'-9"
- 4'-9"
- 3'-0"- 1'-6"
VAPOR BARRIER AT FUTURE
OFFICE AREA PER ARCH
6
S3.1TYP INT
COL
5
S3.1
1
S3.1
TYP
1
S3.1
TYP
2
S3.1
TYP AT
OPNGS
1
S3.2
AT STEPPED
PANELS
- 3'-0"
2
S3.1
TYP AT
OPNGS
3
S3.1
AT COL
- 3'-0"3
S1.0
F4.0
F4.0 F4.0 F4.0
F4.0
F5.5
F5.5
01/22/20 - 9:20am2180307S-1.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
FOUNDATION PLAN NORTH
1/16" = 1'-0"
1
KEY PLAN S1.2S1.1S1.3FOR FOUNDATION NOTES SEE S1.0
NOTE:
BUILDING FINISH FLOOR SLOPES. ELEVATIONS
ARE GIVEN FROM PLANE OF FINISH FLOOR.
NOTE: BUILDING FINISH FLOOR SLOPES. ROOF ELEVATIONS ARE GIVEN FROM THE PLANE OF THE FINISH FLOOR
F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.512
13
14
15
16
17
18
19
20
21
22
23
72
71
70
69
64
59
63
62
61
60
58
65
66
67
68
(3) EQUAL SPACES
(3) EQUAL SPACES TYP
(3) EQUAL SPACES
(3) EQUAL SPACES TYP6'-0" POURSTRIP
8'-0" POURSTRIP
2'-0"
2'-0"
2'-0"
2'-10"
2'-10"
2'-10"HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16S1.1
S1.2
S1.2S1.2
S1.1
S1.2
S1.3S1.3
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
PRE-ENGR STAIR
PER ARCH
6
S3.1TYP INT
COL
6
S3.1TYP INT
COL
1
S3.1
TYP
1
S3.1
TYP
2
S3.1
TYP AT
OPNGS
2
S3.1
TYP AT
OPNGS
1
S3.2
AT STEPPED
PANELS
2
S3.1
TYP AT
OPNGS
2
S3.1
TYP AT
OPNGS
- 3'-0"
- 3'-0" 01/22/20 - 9:20am2180307S-1.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
FOUNDATION PLAN MIDDLE
1/16" = 1'-0"
1
KEY PLAN S1.2S1.1S1.3FOR FOUNDATION NOTES SEE S1.0
NOTE:
BUILDING FINISH FLOOR SLOPES. ELEVATIONS
ARE GIVEN FROM PLANE OF FINISH FLOOR.
NOTE: BUILDING FINISH FLOOR SLOPES. ROOF ELEVATIONS ARE GIVEN FROM THE PLANE OF THE FINISH FLOOR
F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.5F5.5F5.5F8.0F8.0F5.530
31
32
21
22
23
24
25
26
27
28 29
34353638394041434445464849 33374247
51
59
54
61
60
58
57
56
55
53
52
F8.0 25'-0"F5.0
50
F6.0
(3) EQUAL SPACES
(3) EQUAL SPACES TYP
(3) EQUAL SPACES (3) EQUAL SPACES(3) EQUAL SPACES TYP(3) EQUAL SPACES6'-0" POURSTRIP
8'-0" POURSTRIP8'-0" POURSTRIP
8'-0" POURSTRIP
6'-0" POURSTRIP2'-0"2'-0"2'-0"2'-0"
2'-0"2'-0"3'-0"3'-10"2'-10"2'-10"2'-10"HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 1/2HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 10 x 10 x 5/16HSS 7 x 7 x 1/4HSS 8 x 8 x 1/4HSS 7 x 7 x 1/4S1.2 S1.2
S1.3S1.3
6" CONC SLAB ON GRADE
REINF W/ #4 AT 18" OC EA WAY
AT HATCH
PER ARCH
PRE-ENGR STAIR
PER ARCH
STEP FTG
- 3'-0"
- 4'-9"
- 3'-0"- 1'-6"
VAPOR BARRIER AT FUTURE
OFFICE AREA PER ARCH
- 4'-9"
6
S3.1TYP INT
COL
5
S3.1
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
2
S3.1
TYP AT
OPNGS
3
S3.1
AT COL
1
S3.2
AT STEPPED
PANELS2
S3.1 AT
OPNGS4'-0"4'-0"
3
S1.0
OPP
- 3'-0"
3
S3.1
AT COL
1
S3.2
AT STEPPED
PANELS
2
S3.1
TYP AT
OPNGS
- 3'-0"
F4.0
F4.0
F4.0
F4.0
F5.5
F5.5F4.0
3'-0"
3'-0"
AT OFFICE
3'-10" 01/22/20 - 9:20am2180307S-1.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
FOUNCATION PLAN SOUTH
1/16" = 1'-0"
1
KEY PLAN S1.2S1.1S1.3FOR FOUNDATION NOTES SEE S1.0
NOTE:
BUILDING FINISH FLOOR SLOPES. ELEVATIONS
ARE GIVEN FROM PLANE OF FINISH FLOOR.
NOTE: BUILDING FINISH FLOOR SLOPES. ROOF ELEVATIONS ARE GIVEN FROM THE PLANE OF THE FINISH FLOOR
SECTION
1" = 1'-0"
1
POUR STRIP PER PLAN W/ #4
AT 18" OC EA WAY -
CONTRACTOR'S OPTION: 6x6
W2.9xW2.9 WWF AT CL OF SLAB
PER PLAN
ELEV
PER PLANVARIES OTHER LOCATIONS2"CLR3"18" MIN48" AT ALL DOCK DOORSSEE SITE PLAN
FOR LOCATIONS
OF APRON
(3) #5 CONTEQEQGRID
GRID OR DIMENSION LINE
TOOLED JNT
R = 18"
LAP REINF 12"
ACROSS JOINT
1 12" CLR
SLAB DOWELS PER
PANEL ELEVATIONS
GALV. L 4x4x 3/8" x 1'-0" AT 5'-0" OC MAX W/ (2) 3 4" DIA
HILTI OR SIMPSON EXP ANCH, HILTI HCA OR
SIMPSON TITAN AB AT 9" OC W/ 5" MIN EMBED - (3)
ANGLES PER PNL MIN - OMIT IF CONC APRON
INSTALLED PRIOR TO BACK FILLING PNL
EXT GRADE
VARIES SEE
CIVIL
COLD JNTS IN CONC TO
BE MADE SMOOTH AND
COVER W/ BLDG PAPER
NOTE:
CONTRACTOR'S OPTION
TO POUR FOOTING AND
SLAB MONOLITHIC
SEE FTG SCHED FOR
REQ'D REINF
1/4
1 1/2"TYPRECESS COL WHERE
INDICATED ON
FOUNDATION PLAN
MIN. 24" DIA BLOCKOUT
IN SLAB - POUR SOLID
WITH NON-SHRINK
GROUT
HSS COL
CL COL & FTG
1
2
SEE FTG SCHED.SEE PLAN
PL 3 4" W/ (4) 3 4" DIA EXP BOLTS -
HILTI HCA OR SIMPSON TITAN AB -
EMBED 5" INTO FOOTING
1" GROUT
TYP
1 1/2"
TYP
CL WALL AND CONT FTG
CL COL AND SPREAD FTG
CLR3"PER SCHEDCLR
1"
ELEVATION VARIES
SEE CIVIL DRAWINGS
8" EMBED
EXP BOLTS W/
PL 3/4" W/ (4) 3/4" DIA
EXPOSED TO SOIL
EMULSION WHERE
COAT W/ ASPHALTIC
1
-
IN COMMON
CALLOUTS
FOR
SEE
1/4
PER SCHEDULE
HSS COLUMN PER PLAN
DASHED LINE INDICATES STRIP
FOOTING BEYOND PER
RUN REINF CONT
THROUGH SPREAD FTG
1
-2"CLRREINF INTERIOR SLAB
PER PLAN
STORE FRONT PER ARCH
(2) #5 CONT
EXT GRADE
PER PLAN
1'-0"
4
-AT SIMAND
SLAB LOCATION PER AT SIM4
-
#5 NOSING BAR
GRID
GRID OR DIMENSION LINE
1" GROUT
1
-
IN COMMON
CALLOUTS
FOR
SEE
SEE SOILS REPORT
COMPACTED FILL
#5 AT PANEL OPENING
FIELD BEND TYP WALL
REINF AS SHOWN
DRAPE TYP POUR
STRIP REINF
2'-6"2"CLR1'-0"GALV 3 x 3 x 3 8"
W/ 3 4" DIA x 0'-7"
WHS AT 18" OC AT
TRUCK DOORS
TILT-UP CONC
PANEL SEE SHT
S3.1 FOR ELEV
EXT GRADE
VARIES SEE
CIVIL
FOOTING DRAINS
AT OFFICE AREAS
SAWCUT JOINT AROUND
FTG - SEE PLAN 1 12" 12"
1" GROUT UNDER
PANEL - TYP
PROVIDE SLAB REINF
AT FIRST BAY FROM
EXT WALL PER PLAN
PROVIDE SLAB REINF
AT FIRST BAY FROM
DOCKS PER PLAN
CONC OR
ASPHALT
PAVING PER
PLAN
CLR3"CLR2"3 3/4"VARIES - 4'-0" MAX1'-0"712"
(2) #5 CONT TOP OF
WALL
3 4" CHAMF
#5 AT 12" OC FOR RETAINED
HEIGHTS UP TO 4'-0" -
INCREASE SPACING TO 18" OC FOR
RETAINED HEIGHTS UP TO 2'-0"
#5 HORIZ AT 16" OC
CONT
2" DIA PVC WEEP HOLE
AT 6'-0" OC
(4) #5 CONT AS SHOWN
#5 AT 16" OC
812" AT 2'-0" HIGH
WALL OR LESS
1'-1112" AT REST
2'-0"x2'-0"x8"
LEVELING PAD
EA END OF PNL
EXTEND PANEL DOWN
AT ENDS TO FORM
FEET FOR LEVELING
TILT PANEL RETAINING
WALL. 25'-0" MAX LENGTH
OF PANEL. CONTRACTOR
COORDINATE JOINT
LOCATIONS
BOTTOM OF PANEL
1" BELOW TOP OF
FOOTING
(2) #5 CONT AT
BOTTOM OF PANEL
#5 CONT
BTWN
FEET
8"
WALL MAY BE
CONVENTIONAL CAST IN
PLACE W/ 712" WALL AND
NO LEVELING PADS.
SEE ARCH FOR CURB
OR HANDRAIL HEIGHT
2'-3"1'-6"6'-0"512" THICK CONCRETE TILT PANEL W/ #4 AT 12"
OC EA WAY, (2) #4 AT EDGES OF PANEL. SEE
ARCH DRAWINGS FOR REVEALS. BRACE
WALLS UNTIL SLAB REACHES 2500PSI
(2) ROWS #4 SLAB DOWELS
AT 24"OC
28"12"3"1'-4"#4 HORIZ AT HOOKS
(2) #4 IN FOOTINGS
6" CONC SLAB ON GRADE W/ THICKENED
EDGE POURED AGAINST TILT PANELS.
6x6 WWF W2.9 x W2.9 AT CL SLAB
CONC LEVELING PADS
AT ENDS OF ALL
PANELS, SIZE AS REQ.
NO SPECIAL INSP REQ
NOTE: REVEALS-MAX 3 4" ON ONE SIDE ONLY
TYPICAL TRASH ENCLOSURE WALL SEE ARCH FOR LOCATION
2'-01
32"
3 4" CHAMFER
1
SECTION
1" = 1'-0"
2 SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
SECTION
1" = 1'-0"
5 SECTION
1" = 1'-0"
6 SECTION
1" = 1'-0"
7
GALV L 4 x 4 x 3/8 x 4'-0"
W/ 3/4" DIA x 8" WHS AT
18" OC AT OVER HEAD
DOORS ONLY
2
1'-6"MIN12" TYP(14" AT GREATERTHAN 3' WIDE FTG) 01/22/20 - 9:21am2180307S-3.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
SECTION
1" = 1'-0"
1
PER PLAN
ELEV
PER PLAN EQEQGRID
GRID OR DIMENSION LINE
ADD #5 AT FOOTING EXTENSION
MAINTAIN CONT
FOOTING FACE PER
PLAN 1
S3.1
FOR CALLOUTS
IN COMMON
SEE
PANELS OVERLAP AT ENDS,
SEE PNL ELEVATIONS
SECTION
1" = 1'-0"
21'-6"PER PLAN
ELEV
FLOOR
FINISH FINISH GRADE
PER ARCH/CIVIL
(8) #5 J-BARS W/ STD
HOOK SPACE AS
SHOWN. #3 CLOSED
TIES AT 6"OC, (2) AT TOP
1/4
13
4"12"134"13
4"
CL COL PER PLAN
HSS 12x6 COL PER PLAN
6" MINPER SCHEDSIZE AND REINF PER SCHED3"CLRPLAN
1" = 1'-0"
3
B
1"35
8"
PLAN
1" = 1'-0"
4
H
1 15
FOR BASE PL AND FOOTING
CONNECTION SEE 6
S3.1
LOCATE COLUMN FLUSH TO
INSIDE FACE OF PANELS
ABOVE
3
S3.1
1
2
SECTION
1" = 1'-0"
5
GRID
1
SECTION
1" = 1'-0"
6
2
PER PLAN
ELEV
CL COL PER PLAN
PER SCHEDSIZE AND REINF PER SCHED3"CLRALL TRELLIS TO BE GALVANIZED
ALL TRELLIS TO BE GALVANIZED
BASE PL 3
4"xAS REQ W/
(4) 3
4"Ø SS EXP
ANCHORS, EMBED 6"
MIN. ADD (2) 3"Ø VENT
HOLES APPROX AS
SHOWN
1" NON-SHRINK
GROUT
ADD 1
2" WEEP HOLE
AT BASE OF HSS (EA
FACE)
(4) 3
4"Øx2'-6" THRD ROD
DOWELS (2) EA FACE OF
COLUMN
1/4
TYP FOOTING REBAR, STOP
OUTSIDE BARS AT COL
(CORNER BAR NOT
REQIRED)1'-6"2"1'-0"TYP
FOR BASE PL AND FOOTING
CONNECTION SEE 6
S3.1PER SCHEDSIZE AND REINF PER SCHED3"CLRFACE OF
CONC CL
ANGLE
COL
FACE OF ANGLE COL TO
START AT BASE PLATE
1/4
ADD 3" Ø VENT HOLE,
BOTTOM FLUSH TO
ANGLE COLUMN INSIDE
FACE (SO MOISTURE CAN
DRAIN)
2
-
FOR CALLOUTS
IN COMMON
SEE
COL FTG TO RUN UNDER
THICKENED SLAB FOOTING
TILT PANEL
TILT PANEL
TILT SPANDREL PANEL ABOVE
TILT SPANDREL PANEL ABOVE
01/22/20 - 9:21am2180307S-3.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019