Garage.pdf
PDF 5 MB Posted
- Attached to
- K059--Distributed Antenna System (DAS) Modernization Federal contract opportunity
- Solicitation number
- 36C26022Q0896
About this file
This document summarizes a federal solicitation for Distributed Antenna System upgrades and annual inspection services. The Department of Veterans Affairs will issue a Request for Quote on August 8th seeking offers from SDVOSB firms to provide DAS modernization for the VA Puget Sound Healthcare System located in Seattle, WA. Interested vendors should monitor SAM.gov where the solicitation will be posted with a closing date of August 26th. The resulting firm fixed-price contract will have a one year base period of performance from date of award through January 31, 2023 and three one-year option periods extending to January 31, 2026. The solicitation will require work under NAICS code 811213 with a small business size standard of $12 million.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bldg 1.pdf | ||
| Bldg 100.pdf | ||
| Bldg. 24.pdf | ||
| Bldg 1 Basement.pdf | ||
| Schematic.pdf | ||
| 36C26022Q0896.docx | DOCX document | |
| Bldg. 20.pdf | ||
| Channel info.pdf | ||
| Bldg. 101.pdf |
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Text version
RFI-392
RFI-364
RFI-366
RFI-364
RFI-366
RFI-564
RFI-563
RFI-572
RFI-150
RFI-151
RFI-347
RFI-364
RFI-366
RFI-392
8"
PV
C(
NW
PV
C(
NE
"P
VC
(S E)
"P
VC
(S W)
NC
(N E)
PV
C(
NW
2"
PV
C(
NE
8"
PV
C(
SE
PV
C(
SE
PV
C(
NW
8"
CO
NC
(N E)
8"
CO
NC
(S E)
CB RI
M=
.3
IE
.5 "P
IE
s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s pm pmpmpm cs cs cs cs cs cs cs cs cs cspmpm cs cs cs cs cs cs cs cs cs cs cs cs cs rs rs c ckck ck ck ck k k k k ck k ck ck ck pmpmpm pm k cs l l lpm ck ck pmpc rs pcpcpc pc pcpcrsck ck rs rs l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l pc pc
DN
UP
DN
DN
UP
UP
FDFD FD
DN
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
AE210 C5 AE212C5
RAMP UP TO LEVEL 2 ABOVE
SLOPE = 4.7%
LEVEL 1
1A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
" IDF
1A-4
5'
390' - 8"
AE211 C5
AE211
F1
AE213C5
STAIR 2
1A-2
LOBBY
1A-3
STAIR 3
1A-5
STAIR 4
1A-6
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE703
D7
AE402
C3
AE721
F1
AE402
F1
AE402
F3
RAMP DN TO LEVEL B1 BELOW
SLOPE = 4.88%
AE702
D6
AE404
D1
AE212
F1
AE213
F1
0.07'
0.00'
0.00'
-1.85'
-0.91'0.00' -5.36' 5.21'
-6.30'
0.26'
-0.26'0.00'
0.00'
0.00' 0.00' 0.00' 0.00'
0.00'
0.00'
0.00'
0.00'
0.00'
-0.94'
-0.94'
0.00'
-0.94'
0.08'
0.08'
0.14'
0.07'
0.07'
-0.94'
0.00'
0.00'
4.27'
0.07'
-0.12'
-0.12' -0.12' 0.07'
506 506506
506506506506506 506506506506 506506
507507 507507
BICYCLE
AREA
AE401
F1
SIM
102102
712 712
712712712712
SLOPED
LANSCAPE.
SEE LANSCAPE
DRAWINGS
UNDERGROUN
D GARAGE
EDGE
RAILING
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
EXHAUST
SHAFT
STAIR 5
1B-1
AE403
E6
AE224
E1
AE224
B1
ABOVE
AE722
F2
AE705
4C
AE224
F1
AE224
C1
AE403
F4
AE403
E4
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
01 - CONFORMED TO BID ADDENDA 01.17.2014
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL 1 TOWER
AE140
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"F1 LEVEL 1 TOWER
KEY
VALUE KEYNOTE
001 EAST WING UNDERGROUND PARKING
STRUCTURE BELOW
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
115 FUTURE PAYSTATION LOCATION
310 ARCHITECTURAL CONCRETE (AC-1), SEE
AE870 FOR REVEALS & FORM-TIE
PATTERN
501 STAINLESS STEEL SECURITY BOLLARD
SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE BARRIER
AND STEEL GUARD RAIL, SEE E6/AE831
513 LINK CANOPY, SEE AS413
533 TUBE STEEL BEAM SPANNING COL TO COL
FOR SUPPORT AT INTERMEDIATE LANDING
534 CURVED ALUMINIUM PANELS SEE
B1/AE812
541 STAINLESS STEEL SECURITY BOLLARD,
SSD. TO PROTECT PIPING. CO-ORDINATE
LOCATIONS WITH FA.
542 STRUCTURAL SUPPORT AT SCREENWALL
SSD.
706 CONTROL JOINT W/ COVER, SEE AE871
712 DRAINAGE SLEEVE AT SHEAR WALL, S.S.D.
906 4" WIDE WHITE STRIPING PAINTED ON
CONCRETE, TYP
911 WHITE TRAFFIC ARROW PAINTED ON
CONCRETE, SEE DETAIL F6/AE404
1/16" = 1'-0"B1 PLAZA LEVEL EAST WING CIRCULATION
Level 1 (Tower) Auto Parking Stalls Description Stall Count
Typical 147 Grand total: 147
Level 1 (Tower) Bicycle racks Description Rack Count
Bicycles (3 ea rack) 1 Bicycles (5 ea rack) 4
RFI-111
RFI-111
RFI-111 RFI-111
RFI-111
RFI-111
RFI-253:
Transition (TYP)
RFI-740
8"
PV
C(
NW
PV
C(
NE
"P
VC
(S E)
"P
VC
(S W)
NC
(N E)
PV
C(
NW
2"
PV
C(
NE
8"
PV
C(
SE
PV
C(
SE
PV
C(
NW
8"
CO
NC
(N E)
8"
CO
NC
(S E)
CB RI
M=
.3
IE
.5 "P
IE
s s s s s s s ss s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s pm pmpmpm cs cs cs cs cs cs cs cs cs cspmpm cs cs cs cs cs cs cs cs cs cs cs cs cs rs rs c ckck ck ck ck k k k k ck k ck ck ck pmpmpm pm k cs l l lpm ck ck pmpc rs pcpcpc pc pcpcrsck ck rs rs l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l pc pc
DN
UP
DN
DN
UP
UP
FDFD FD
DN
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
AE210 C5 AE212C5
RAMP UP TO LEVEL 2 ABOVE
SLOPE = 4.7%
LEVEL 1
1A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
" IDF
1A-4
5'
390' - 8"
AE211 C5
AE211
F1
AE213C5
STAIR 2
1A-2
LOBBY
1A-3
STAIR 3
1A-5
STAIR 4
1A-6
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE703
D7
AE402
C3
AE721
F1
AE402
F1
AE402
F3
RAMP DN TO LEVEL B1 BELOW
SLOPE = 4.88%
AE702
D6
AE404
D1
AE212
F1
AE213
F1
0.07'
0.00'
0.00'
-1.85'
-0.91'0.00' -5.36' 5.21'
-6.30'
0.26'
-0.26'0.00'
0.00'
0.00' 0.00' 0.00' 0.00'
0.00'
0.00'
0.00'
0.00'
0.00'
-0.94'
-0.94'
0.00'
-0.94'
0.08'
0.08'
0.14'
0.07'
0.07'
-0.94'
0.00'
0.00'
4.27'
0.07'
-0.12'
-0.12' -0.12' 0.07'
506 506506
506506506506506 506506506506 506506
507507 507507
BICYCLE
AREA
AE401
F1
SIM
102102
102102
712 712
712712712712
SLOPED
LANSCAPE.
SEE LANSCAPE
DRAWINGS
UNDERGROUN
D GARAGE
EDGE
RAILING
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
EXHAUST
SHAFT
STAIR 5
1B-1
AE403
E6
AE224
E1
AE224
B1
ABOVE
AE722
F2
AE705
4C
AE224
F1
AE224
C1
AE403
F4
AE403
E4
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL 1 TOWER
AE140
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"F1 LEVEL 1 TOWER
KEY
VALUE KEYNOTE
001 EAST WING UNDERGROUND PARKING
STRUCTURE BELOW
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
115 FUTURE PAYSTATION LOCATION
310 ARCHITECTURAL CONCRETE (AC-1), SEE
AE870 FOR REVEALS & FORM-TIE
PATTERN
501 STAINLESS STEEL SECURITY BOLLARD
SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE BARRIER
AND STEEL GUARD RAIL, SEE E6/AE831
513 LINK CANOPY, SEE AS413
533 TUBE STEEL BEAM SPANNING COL TO COL
FOR SUPPORT AT INTERMEDIATE LANDING
534 CURVED ALUMINIUM PANELS SEE
B1/AE812
541 STAINLESS STEEL SECURITY BOLLARD,
SSD. TO PROTECT PIPING. CO-ORDINATE
LOCATIONS WITH FA.
542 STRUCTURAL SUPPORT AT SCREENWALL
SSD.
706 CONTROL JOINT W/ COVER, SEE AE871
712 DRAINAGE SLEEVE AT SHEAR WALL, S.S.D.
906 4" WIDE WHITE STRIPING PAINTED ON
CONCRETE, TYP
911 WHITE TRAFFIC ARROW PAINTED ON
CONCRETE, SEE DETAIL F6/AE404
1/16" = 1'-0"B1 PLAZA LEVEL EAST WING CIRCULATION
Level 1 (Tower) Auto Parking Stalls Description Stall Count
Typical 147 Grand total: 147
Level 1 (Tower) Bicycle racks Description Rack Count
Bicycles (3 ea rack) 1 Bicycles (5 ea rack) 4
SUPERSEDED
UP
UP
DN
FDFD FD
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
AE210 C5 AE212C5
AE212
F1
RAMP DN TO LEVEL 1 BELOW
SLOPE = 4.7%
RAMP UP TO LEVEL 3 ABOVE
SLOPE = 4.7%
LEVEL 2
2A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
AE211 C5
AE211
F1
AE213C5
AE213
F1
STAIR 2
2A-2
LOBBY
2A-3
STAIR 3
2A-4
STAIR 4
2A-5
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE721
C2
AE402
C3
AE402
F1
AE402
F3
AE404
D1
9' - 7 3/4"
AE703
B7
E Q
E Q
E Q
11.39'
11.33'
11.33'
9.50'
10.44'11.33'
6.12' 16.54'
5.17'
11.07'
11.07'11.33'
11.33'
11.33'
11.33' 11.33' 11.33' 11.33'
11.33'
11.33'
11.33'
11.33'
10.39'
10.39'
11.33'10.39'
11.25
11.25
11.47'
11.39'
11.39'
10.39'
11.33'
11.33'
15.60
MOTORCYCLE
PARKING
506506
506 506506
506506 506506506506 506506
507507 507507
AE702
D6
118118102102118118102
712 712
712712712712
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL 2 TOWER
AE150
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 LEVEL 2 TOWER
KEY
VALUE KEYNOTE
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
118 SCREEN WALL
310 ARCHITECTURAL CONCRETE (AC-1), SEE
AE870 FOR REVEALS & FORM-TIE
PATTERN
320 PERIMETER CONCRETE VEHICLE
BARRIER AND GUARDRAIL, SEE F6/AE831
501 STAINLESS STEEL SECURITY BOLLARD
SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL, SEE
E6/AE831
534 CURVED ALUMINIUM PANELS SEE
B1/AE812
541 STAINLESS STEEL SECURITY BOLLARD,
SSD. TO PROTECT PIPING. CO-ORDINATE
LOCATIONS WITH FA.
542 STRUCTURAL SUPPORT AT
SCREENWALL SSD.
706 CONTROL JOINT W/ COVER, SEE AE871
712 DRAINAGE SLEEVE AT SHEAR WALL,
S.S.D.
911 WHITE TRAFFIC ARROW PAINTED ON
CONCRETE, SEE DETAIL F6/AE404
Level 2 (Tower) Auto Parking Stalls Description Stall Count
Typical 149 Grand total: 149
Level 2 (Tower) Motorcycle Parking Description Stall Count
Motorcycle 5 Grand total: 5
RFI-111RFI-111
RFI-111
RFI-111
RFI-111
RFI-111
RFI-253:
Transition (TYP)
RFI-516 - Aluminum Closure
DN
DN
RDFD FD
OD
RDOD
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
D1
AE301
C1
AE302
AE210 C5 AE212C5
AE212
F1
IDF
3A-6
RAMP DN TO LEVEL 2 BELOW
SLOPE = 4.7%
RAMP UP TO LEVEL 4 ABOVE
SLOPE = 4.7%
LEVEL 3
3A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"50' - 0"32' - 0"20' - 0"
IDF
3A-4
AE211 C5
AE211
F1
AE213C5
AE213
F1
AE704
B6
LOBBY
3A-3
STAIR 2
3A-2
STAIR 3
3A-5
STAIR 4
3A-7
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE703
D7
AE402
C1
AE402
C3
AE721
C2
AE402
F1
AE402
F3
F1
AE301
F1
AE723
F5
AE310
F3
AE310
F1
AE302
F2
AE311
F4
AE312
F5
AE313
F6
AE314
F4
AE314
F3
AE315
F1
AE314
F4
AE316
F1
AE316
F5
AE317
F1
AE317
AE404
D1
F1
AE315
6' - 0"
26' - 11 7/8"
21.72'
21.72'
22.66'22.66'
22.4' 20.83'
21.77'
16.5'
17.44' 27.87'
26.93'
22.66'
22.66'
22.72'
22.72'
22.66'
22.4' 22.66' 21.72'
22.66'
22.66'
22.74'
22.74'
22.66'
22.72'
22.66'
22.66'
22.66'
22.8'
22.66'
22.72'
22.66'
21.72'
F3
AE313SIM
22.66'
MOTORCYCLE
PARKING
506506506506 506506
506506
TYP506506506
TYP2602
AE702
D6
118118
102102118118
507 507507 507507
712712
712 712
712712
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL 3 TOWER
AE160
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 LEVEL 3 TOWER
KEY
VALUE KEYNOTE
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
118 SCREEN WALL
310 ARCHITECTURAL CONCRETE (AC-1),
SEE AE870 FOR REVEALS &
FORM-TIE PATTERN
320 PERIMETER CONCRETE VEHICLE
BARRIER AND GUARDRAIL, SEE
F6/AE831
501 STAINLESS STEEL SECURITY
BOLLARD SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL,
SEE E6/AE831
534 CURVED ALUMINIUM PANELS SEE
B1/AE812
542 STRUCTURAL SUPPORT AT
SCREENWALL SSD.
706 CONTROL JOINT W/ COVER, SEE
AE871
712 DRAINAGE SLEEVE AT SHEAR
WALL, S.S.D.
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
2602 15' HIGH POLE LIGHT FIXTURE -
MOUNT ON CONCRETE COLUMN
BASE, S.E.D.
Level 3 (Tower) Auto Parking Stalls Description Stall Count
Typical 148 Grand total: 148
Level 3 (Tower) Motorcycle Parking Description Stall Count
Motorcycle 5 Grand total: 5
RFI-111
RFI-111
RFI-111
RFI-111
RFI-111
RFI-253:
Transition (TYP)
RFI-520
RFI-643 SEE ALSO
C1/AE851
RFI-657
DN
RD RD
OD
RD
OD
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
AE210 C5 AE212C5
AE212
F1
RAMP DN TO LEVEL 3 BELOW
SLOPE = 4.7%
LEVEL 4
4A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
AE211 C5
AE211
F1
AE213C5
AE213
F1
AE702
B4
AE703
B5
STAIR 2
4A-2
LOBBY
4A-3
STAIR 3
4A-4
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE721
C2
AE404
D1
34.00'
33.53'33.06'
34.00'
34.06'
34.00'
34.00'
33.74'
33.74'33.06'
34.00'
33.06'
34.00'34.00'
34.00'34.14'
34.00'
34.00'
32.17'
33.11'34.00'
29.67'
28.73'
34.14'
34.14'
34.06' 34.06'34.06'
AE405
C5
506506 506 TYP
507507
507507
TYP2602
118118
102102118118
12' - 0"
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL 4 TOWER
AE170
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 LEVEL 4 TOWER
KEY
VALUE KEYNOTE
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
118 SCREEN WALL
310 ARCHITECTURAL CONCRETE (AC-1),
SEE AE870 FOR REVEALS &
FORM-TIE PATTERN
311 CAST IN PLACE CONCRETE
PLANTER
318 CONCRETE PAD FOR ANTENNA,
SSD, SEE TELECOM DRAWINGS
320 PERIMETER CONCRETE VEHICLE
BARRIER AND GUARDRAIL, SEE
F6/AE831
501 STAINLESS STEEL SECURITY
BOLLARD SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL,
SEE E6/AE831
509 METAL SIDING PANEL SYSTEM
534 CURVED ALUMINIUM PANELS SEE
B1/AE812
805 STRUCTURAL GLAZING
906 4" WIDE WHITE STRIPING PAINTED
ON CONCRETE, TYP
2602 15' HIGH POLE LIGHT FIXTURE -
MOUNT ON CONCRETE COLUMN
BASE, S.E.D.
Level 4 (Tower) Auto Parking Stalls Description Stall Count
Typical 85 Grand total: 85
RFI-111
RFI-111
RFI-253:
Transition (TYP)
RFI-571
RFI-651
RFI-571
RFI-657
RFI-730
RFI-752
UP
FD
FDFD
UP
FD
FD
FD
FD
FD
FD
FD
FD
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
ACCESSIBLE LOADING AREAS
STRIPING LEGEND
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION
AND SHEET AE404 FOR TYPICAL STALL STRIPING
DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
K
J
H
AE210
F1
A
D
G
1 10 11 12 13 14
8765432
B
C
E
F
15 16 17 18 19 20
/1 AE112 /1 AE112
D1
AE301
C1
AE302
AE210 C5 AE212C5
AE212
F1
RAMP UP TO LEVEL B2 ABOVE
SLOPE = 4.88%
FIRE RISER
B3A-7WATER / FIRE
SPRINKLER
B3A-2
STORAGE
B3A-6
LEVEL B3
B3A-1
ENTRANCE
F1
AE311
F1
AE310
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
390' - 8"
BACKFILL
AE211 C5
AE211
F1
AE213C5
AE213
F1
AE701
F7
AE703
F7
AE704
F6
STAIR 1
B3A-3
LOBBY
B3A-4
STAIR 3
B3A-5
STAIR 4
B3A-8
WITH
SCREEN
WITH
SCREEN
AE401
F7
AE401
F4
AE401
B4
AE720
F1
SCI/D
SCI/D
ACC.
ACC.
ACC.
F1
AE301
E1
AE304
EMER PREP
STORAGE
B3A-9
F1
AE723
SCI/D
SCI/D
WATER / FIRE
SPRINKLER
B3A-2
F5
AE310
F3
AE310
F1
AE302
F2
AE311
F4
AE312
F5
AE313
F6
AE314
F4
AE314
F3
AE315
F1
AE314
F4
AE316
F1
AE316
F5
AE317
F1
AE317
AE404
D1
9'
F1
AE315
3' - 0"
5'
-34.93'
-35.00
-35.00'
-35.00' -29.63'
-35.00'
35.00'
-35'.00'
-35.00' -35.00' -35.00'
-35.00'
-35.00'
-35.00'
-35.00'
-35.00'
-35.93'
-35.93'
-35.00'-35.93'
-34.93' -34.93
-34.93'
-35.93'
-35.00'
-35.00' -35.00'
-30.56'
-35.43'
-35'.00'
-35'.00'
-35'.00'
F3
AE313
E Q
E Q
2'
812812
AS103 B6
20' - 0"
541541
712 712
712712712712
SEE AE130
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B3 TOWER
AE110
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
KEY
VALUE KEYNOTE
105 FLOOR DRAIN, SPD.
301 CONCRETE WALL, SSD
307 CONCRETE COLUMN, SSD
309 CONCRETE CAST IN PLACE
CONCRETE STAIRS AND LANDING
310 ARCHITECTURAL CONCRETE (AC-1),
SEE AE870 FOR REVEALS &
FORM-TIE PATTERN
315 6" HIGH CONCRETE ISLAND (FOR
FUTURE ACCESS CONTROL
EQUIPMENT)
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL,
SEE E6/AE831
517 METAL PAN STAIRS, WITH
CONCRETE INFILL TREADS AND
LANDING
519 STEEL PROTECTION PLATE
FASTENED TO CONCRETE
541 STAINLESS STEEL SECURITY
BOLLARD, SSD. TO PROTECT
PIPING. CO-ORDINATE LOCATIONS
WITH FA.
706 CONTROL JOINT W/ COVER, SEE
AE871
707 SEISMIC JOINT,SEE AE802
712 DRAINAGE SLEEVE AT SHEAR
WALL, S.S.D.
812 METAL SECURITY GRILL
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
2201 OIL WATER SEPARATOR. SEE
STRUCTURAL DRAWINGS
Level B3 (Tower) Auto Parking Stalls Description Stall Count
Typical 123 Grand total: 123
1/16" = 1'-0"
1 B3 TOWER
Delta No Date Revision Description
06.05.2013 CONSTRUCTION DOCUMENTS -CD2
1 01.17.2014 CONFORMED TO BID ADDENDA
2 07.23.2014 CO-04
RFI247:
Drainage Flow Contour Lines
RFI-033
RFI-033
RFI-111
RFI-111
RFI-111
RFI-111
RFI-175
RFI-225
RFI-230
RFI-247
RFI-247
RFI-247
RFI-247
RFI-247
RFI-253:
Transition (TYP)
RFI-203 &
RFI-257
RFI-269
AE110-170 (TYP)
RFI-569
RFI-650
RFI-343
RFI-735
See RFI-739 for updated FE cabinet locations
UP
FD
FDFD
UP
FD
FD
FD
FD
FD
FD
FD
FD
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
ACCESSIBLE LOADING AREAS
STRIPING LEGEND
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
K
J
H
AE210
F1
A
D
G
1 10 11 12 13 14
8765432
B
C
E
F
15 16 17 18 19 20
/1 AE112 /1 AE112
D1
AE301
C1
AE302
AE210 C5 AE212C5
AE212
F1
RAMP UP TO LEVEL B2 ABOVE
SLOPE = 4.88%
FIRE RISER
B3A-7WATER / FIRE
SPRINKLER
B3A-2
STORAGE
B3A-6
LEVEL B3
B3A-1
ENTRANCE
F1
AE311
F1
AE310
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
390' - 8"
BACKFILL
AE211 C5
AE211
F1
AE213C5
AE213
F1
AE701
F7
AE703
F7
AE704
F6
STAIR 1
B3A-3
LOBBY
B3A-4
STAIR 3
B3A-5
STAIR 4
B3A-8
WITH
SCREEN
WITH
SCREEN
AE401
F7
AE401
F4
AE401
B4
AE720
F1
SCI/D
SCI/D
ACC.
ACC.
ACC.
F1
AE301
E1
AE304
EMER PREP
STORAGE
B3A-9
F1
AE723
SCI/D
SCI/D
WATER / FIRE
SPRINKLER
B3A-2
F5
AE310
F3
AE310
F1
AE302
F2
AE311
F4
AE312
F5
AE313
F6
AE314
F4
AE314
F3
AE315
F1
AE314
F4
AE316
F1
AE316
F5
AE317
F1
AE317
AE404
D1
9'
0"
F1
AE315
3' - 0"
5'
-34.93'
-35.00
-35.00'
-35.00' -29.63'
-35.00'
35.00'
-35'.00'
-35.00' -35.00' -35.00'
-35.00'
-35.00'
-35.00'
-35.00'
-35.00'
-35.93'
-35.93'
-35.00'-35.93'
-34.93' -34.93
-34.93'
-35.93'
-35.00'
-35.00' -35.00'
-30.56'
-35.43'
-35'.00'
-35'.00'
-35'.00'
F3
AE313
E Q
E Q
2'
506506
812812
AS103 B6
20' - 0"
541541
712 712
712712712712
SEE AE130
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B3 TOWER
AE110
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
KEY
VALUE KEYNOTE
105 FLOOR DRAIN, SPD.
301 CONCRETE WALL, SSD
307 CONCRETE COLUMN, SSD
309 CONCRETE CAST IN PLACE
CONCRETE STAIRS AND LANDING
310 ARCHITECTURAL CONCRETE (AC-1),
SEE AE870 FOR REVEALS &
FORM-TIE PATTERN
315 6" HIGH CONCRETE ISLAND (FOR
FUTURE ACCESS CONTROL
EQUIPMENT)
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL,
SEE E6/AE831
517 METAL PAN STAIRS, WITH
CONCRETE INFILL TREADS AND
LANDING
519 STEEL PROTECTION PLATE
FASTENED TO CONCRETE
541 STAINLESS STEEL SECURITY
BOLLARD, SSD. TO PROTECT
PIPING. CO-ORDINATE LOCATIONS
WITH FA.
706 CONTROL JOINT W/ COVER, SEE
AE871
707 SEISMIC JOINT,SEE AE802
712 DRAINAGE SLEEVE AT SHEAR
WALL, S.S.D.
812 METAL SECURITY GRILL
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
2201 OIL WATER SEPARATOR. SEE
STRUCTURAL DRAWINGS
Level B3 (Tower) Auto Parking Stalls Description Stall Count
Typical 123 Grand total: 123
1/16" = 1'-0"
1 B3 TOWER
SUPERSEDED
FD
FD
FD
FD
K
L
M
N
P
J
Q
H
R
F1
AE303
G
1 432
/1 AE110 /1 AE110
C1
AE303
21' - 2"
30' - 11"
33' - 8"
30' - 11"
21' - 2"
137' - 10"
LEVEL B3
EAST WING
B3B-1
ELEV.
MACHINE
ROOM
B3B-2
EXHAUST
SHAFT
STAIR 5
B3B-3
LOBBY
B3B-4
AE705
6F
AE403
C1
ACC.
ACC.
SCI/D
SCI/D
ACC.
SCI/D
SCI/D
ACC.
ACC.
ACC.
32' - 0"
32' - 0"
32' - 0"
32' - 0"
33' - 0"
22' - 0"
208' - 11"
2' - 0"
SCI/D
(VAN)
SCI/D
(VAN)
SCI/D
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
SCI/D
(VAN)
SCI/D
ACC.
ACC.
ACC.
ACC.
ACC.
ACC.
SCI/D
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
ACC.
AE404
D2
9'
7' - 0"
8' - 0"
-35'.00'
-35.00'
-35.64'
-35'.00'
-35'.00'
-35'.64'
-35'.00'
-35'.00'
-35'.00'
-35'.00'
-35'.00'
-35'.00'
-35'.00'
-35'.00'
4' - 2" 4' - 9 13/16"
4' - 8 13/16"
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
AE305
AE305
EXAUST FAN
ROOM
B3B-5
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
ACCESSIBLE LOADING AREAS
STRIPING LEGEND
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION
AND SHEET AE404 FOR TYPICAL STALL STRIPING
DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
SHEET KEY PLAN
PLAN
NORTHAREA B
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B3 EAST WING
AE112
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 B3 EAST WING
KEY
VALUE KEYNOTE
004 EAST WING PAVILLION ABOVE
115 FUTURE PAYSTATION LOCATION
307 CONCRETE COLUMN, SSD
310 ARCHITECTURAL CONCRETE (AC-1),
SEE AE870 FOR REVEALS &
FORM-TIE PATTERN
517 METAL PAN STAIRS, WITH
CONCRETE INFILL TREADS AND
LANDING
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
2201 OIL WATER SEPARATOR. SEE
STRUCTURAL DRAWINGS
Level B3 (East Wing) Auto Parking Stalls Description Stall Count
ACC. 13
SCI/D 19
SCI/D (VAN) 13
Grand total: 45
Delta No Date Revision Description
06.05.2013 CONSTRUCTION DOCUMENTS -CD2
1 07.23.2014 CO-04
RFI111:
No Architectural Concrete
RFI-175
RFI247:
Drainage Flow Contour Lines
RFI-253:
Transition (TYP)
RFI-291
RFI-567
RFI-276
RFI-343
RFI-668
RFI-664
RFI-686
RFI-675
RFI-683
RFI-724 LB3
Bollards, TYP
RFI-741
RFI-741
UP
UP
DN
FDFD FD
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
K
J
H
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
/1 AE122/1 AE122
AE210 C5 AE212C5
AE212
F1
LEVEL B2
B2A-1
ELEC
B2A-7
IDF
B2A-8
32' - 0"
IDF
B2A-5
5'
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
390' - 8"
MAIN ELEC.
ROOM
B2A-2
AE211 C5
AE211
F1
AE213C5
AE213
F1
AE701
C7
AE703
D7
STAIR 1
B2A-3
LOBBY
B2A-4
STAIR 3
B2A-6
STAIR 4
B2A-9
WITH
SCREEN
AE401
D7
AE401
D1
ACC.
ACC.
ACC.
SCI/D
SCI/D
SCI/D
RAMP DN TO LEVEL B3 BELOW
SLOPE = 4.88%
RAMP UP TO LEVEL B1 ABOVE
SLOPE = 4.88%
9'
SCI/D
AE404
D2
9' - 8"
8' - 8"
-23.27'
-23.33
-23.33'
-25.18'
-24.24'-23.33' -28.69' -17.97'
-29.63'
-23.59'
-23.59'-23.33'
-23.33'
-23.33'
-23.33' -23.33' -23.33'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
-24.27'
-24.27'
-23.33'-24.27'
-23.27'
-23.27'
-24.27'
-23.33'
-23.33'
-18.91'
-23.27'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
506 402402
506506506
506 506
506506 506506
506911
812812 507507
AE720
F5
AS103 B6
712 712
712 712
712712712712
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION
AND SHEET AE404 FOR TYPICAL STALL STRIPING
DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B2 TOWER
AE120
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
KEY
VALUE KEYNOTE
102 STAINLESS STEEL AND GLASS
PEDESTRIAN GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
402 CONCRETE WALL UPTO LEVEL B2
501 STAINLESS STEEL SECURITY
BOLLARD SSD.
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE
BARRIER AND STEEL GUARD RAIL,
SEE E6/AE831
533 TUBE STEEL BEAM SPANNING COL
TO COL FOR SUPPORT AT
INTERMEDIATE LANDING
541 STAINLESS STEEL SECURITY
BOLLARD, SSD. TO PROTECT
PIPING. CO-ORDINATE LOCATIONS
WITH FA.
706 CONTROL JOINT W/ COVER, SEE
AE871
707 SEISMIC JOINT,SEE AE802
712 DRAINAGE SLEEVE AT SHEAR
WALL, S.S.D.
812 METAL SECURITY GRILL
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
Level B2 (Tower) Auto Parking Stalls Description Stall Count
DAV 5
Typical 139 Grand total: 144
1/16" = 1'-0"1 B2 TOWER -
Delta No Date Revision Description
06.05.2013 CONSTRUCTION DOCUMENTS -CD2
1 07.23.2014 CO-04
RFI-112
RFI-033 RFI-033
RFI-111
RFI-111
RFI-111
RFI-111
RFI-146
RFI-175
RFI-221
RFI-253:
Transition (TYP)
RFI-329
RFI-329
NOTE: RFI-329
Applies to AE120-170
RFI-371
RFI-394
RFI-704
RFI-682 IDF Rooms, TYP
RFI-746
FD
FD
K
L
M
N
P
J
Q
H
R
G
/1 AE120
LEVEL B2
EAST WING
B2B-1
21' - 2"
30' - 11"
33' - 8"
30' - 11"
21' - 2"
EXHAUST
SHAFT
IDF ROOM
B2B-2
STAIR 5
B2B-3
LOBBY
B2B-4
AE705
6C
AE403
F1
ACC.
ACC.
ACC.
SCI/D
SCI/D
SCI/D
SCI/D
SCI/D
(VAN)
SCI/D
(VAN)
SCI/D
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
ACC.
ACC.
SCI/D
SCI/D
ACC.
ACC.
9'
/1 AE120
5' - 0"
SCI/D
SCI/D
(VAN)
SCI/D
(VAN)
SCI/D
ACC.
ACC.
ACC.
ACC.
ACC.
ACC.
ACC.
ACC.
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
137' - 10"
5' - 6"
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
(VAN)
SCI/D
SCI/D
SCI/D
(VAN)
AE404
D2
-23.33'-23.33'
-23.97'
-23.33'
-23.33'
-23.97'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
-23.33'
SCI/D
(VAN)
AE403
F4
2' - 11 31/32" 2' - 10 1/32"
AE403
E4
EXHAUST
FAN ROOM
B2B-5
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
ACCESSIBLE LOADING AREAS
STRIPING LEGEND
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION
AND SHEET AE404 FOR TYPICAL STALL STRIPING
DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
SHEET KEY PLAN
PLAN
NORTHAREA B
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B2 EAST WING
AE122
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 B2 EAST WING
KEY
VALUE KEYNOTE
004 EAST WING PAVILLION ABOVE
115 FUTURE PAYSTATION LOCATION
707 SEISMIC JOINT,SEE AE802
911 WHITE TRAFFIC ARROW PAINTED
ON CONCRETE, SEE DETAIL
F6/AE404
Level B2 (East Wing) Auto Parking Stalls Description Stall Count
ACC. 13
SCI/D 19
SCI/D (VAN) 13
Grand total: 45
Delta No Date Revision Description
06.05.2013 CONSTRUCTION DOCUMENTS -CD2
1 07.23.2014 CO-04
RFI111: No Architectural Concrete
RFI-175
RFI-253:
Transition (TYP)
RFI-381
RFI-401
6 8 "P
VC
(N E)
STOP
C P
DN
UP DN
UP
DN
UP
FDFD FD
AE210
F1
A
D
G
1 10 11 12 13 1498765432
B
C
E
F
15 16 17 18 19 20
AE210 C5 AE212C5
ENTRANCE
IDF
B1A-6
LEVEL B1
B1A-1
18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"
390' - 8"
5'
ELEV. EQUIP.
ROOM
B1A-2
AE211 C5
AE211
F1
AE213C5
AE702
F6
AE701
C4
STAIR 2
B1A-3
STAIR 1
B1A-2
LOBBY
B1A-4
STAIR 3
B1A-5
STAIR 4
B1A-7
WITH
SCREEN
WITH
SCREEN
WITH
SCREEN
AE402
D6
AE720
F7
AE402
F3
DAV
DAV
DAV
DAV
DAV
RAMP UP TO LEVEL 1 ABOVE
SLOPE = 4.88%
RAMP DN TO LEVEL B2 BELOW
SLOPE = 4.88%
MOTORCYCLE
PARKING
MOTORCYCLE
PARKING
AE404
F3
AE404
E1
AE404
D1
AE212
F1
AE213
F1
AE401
F1
29' - 6"
AE704
D6
11.6'
11.66'
-11.66'
-13.51'
-12.57'11.66' -17.02' -6.3'
-17.96'
-11.92'
-11.92' 11.66'
11.66'
11.66'
11.66' -11.66' -11.66'
-11.66'
-11.66'
-11.66'
-11.66'
-11.66'
-12.6'
-12.6'
-11.66' -12.6'
-11.6'
-11.6
-12.6'
-11.66'
11.66'
-7.24'
EQ EQ
11.66'11.76'
11.76'
11.72' 11.66'
506506
506506
506 506506 506 506
506506506
506 506 506
SIM
SIM
SIM
507507
BICYCLE
AREA
712 712
712 712
712712712712
S E
E A
E
WALL TYPE LEGEND
CONCRETE , SSD
CMU WALL
GUARDRAIL STRAND VEH. BARRIER
FLOOR FINISH LEGEND
SWIRL FINISH
BROOM FINISH
TRAFFIC COATING
PAINT INTERIOR OF PARKING STRUCTURE WHITE;
(CLGS, WALLS, AND INT. COLUMNS), INCLUDING INT.
FACES OF EXT. SHEAR WALLS AND EXT. COLUMNS .
EXT. FACE OF COLUMNS AND EXT. FACE OF SHEAR
WALLS TO REMAIN NATURAL CONCRETE. PAINT
ALSO ALL EXPOSED PIPING AND CONDUITS
REFER TO AG SERIES FOR SIGNAGE LOCATION AND
SHEET AE404 FOR TYPICAL STALL STRIPING DETAILS
PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON
LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM
VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3
SLABS SLOPE TO FLOOR DRAINS AS SHOWN.
VERIFY FIELD DIMENSIONS PRIOR TO PREPARING
SHOP DRAWINGS, FABRICATING STAIRS OR OTHER
BUILDING SYSTEMS/ ELEMENTS SPANNING FLOOR
LEVELS.
1.
2.
3.
4.
5.FLOOR SLAB WILL BE SEALED WTH A HIGH
PENETRATION SILANE SEALER
REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE
EXTINGUISHER CABINETS
6.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
ARCHITECTCONSULTANTS:
Revisions: Date
FULLY SPRINKLERED
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F on e ei gh t i nc h on e fo ot on e qu ar te r i nc h on e fo ot th re e ei gh t i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te r i nc h on e fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6" 6"
Department of Veterans Affairs
987654321
Drawing Scale
CONSTRUCTION DOCUMENTS -CD2 06.05.2013
SHEET KEY PLAN
PLAN
NORTH
AREA A
KEY NOTESNO.
NOTES
VOL. 2
JUNE 05, 2013
CONSTRUCTION DOCUMENT 2
VA#663-405A
1660 South Columbian Way, Seattle, WA 98105As indicated
SCGA
LEVEL B1 TOWER
AE130
Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1
PARKING STRUCTURE AND ENTRY DRIVE
1/16" = 1'-0"1 B1 TOWER
KEY
VALUE KEYNOTE
102 STAINLESS STEEL AND GLASS PEDESTRIAN
GUARDRAIL SYSTEM
110 PHOTOVOLTAIC PANELS
310 ARCHITECTURAL CONCRETE (AC-1), SEE
AE870 FOR REVEALS & FORM-TIE PATTERN
315 6" HIGH CONCRETE ISLAND (FOR FUTURE
ACCESS CONTROL EQUIPMENT)
320 PERIMETER CONCRETE VEHICLE BARRIER
AND GUARDRAIL, SEE F6/AE831
506 ACTIVE VEHICLE BARRIER SYSTEM
507 PERIMETER CONCRETE VEHICLE BARRIER
AND STEEL GUARD RAIL, SEE E6/AE831
519 STEEL PROTECTION PLATE FASTENED TO
CONCRETE
521 BICYCLE RACKS
534 CURVED ALUMINIUM PANELS SEE B1/AE812
541 STAINLESS STEEL SECURITY BOLLARD,
SSD. TO PROTECT PIPING. CO-ORDINATE
LOCATIONS WITH FA.
542 STRUCTURAL SUPPORT AT SCREENWALL
SSD.
712 DRAINAGE SLEEVE AT SHEAR WALL, S.S.D.
906 4" WIDE WHITE STRIPING PAINTED ON
CONCRETE, TYP
911 WHITE TRAFFIC ARROW PAINTED ON
CONCRETE, SEE DETAIL F6/AE404
Level B1 (Tower) Motorcycle Parking Description Count
Motorcycle 40 Grand total: 40
Level B1 (Tower) Bicycle racks Description Rack Count
Bicycles (5 ea rack) 5
Level B1 (Tower) Auto Parking Stalls Description Stall Count
DAV 5
Typical 123 Grand total: 128
B102 Parking Structure
RFI-111
RFI-111
RFI-111
RFI-111
RFI-111
RFI-111
RFI-253:
Transition (TYP)
RFI-246
RFI-686
RFI-746
| TY180 - DAS Pathways Plan BLDG 100 - Basement & Sub Basement |
| TY015 - DAS Riser Diagram |
| AE140 - Level 1 Tower |
| AE150 - Level 2 Tower |
| AE160 - Level 3 Tower |
| AE170 - Level 4 Tower |
| AE110 - Level B3 Tower |
| AE112 - Level B3 East Wing |
| AE120 - Level B2 Tower |
| AE122 - Level B2 East Wing |
| AE130 - Level B1 Tower |
File details come from the government source that posted it. Updated .