Cities Index.
Agenda packet

Dublin City Council
January 14, 2025

Document
Agenda packet
Meeting
January 14, 2025
Body
Dublin City Council
Pages
14
Original file
143.4 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

27.052 CEILING MOUNTED, FLUSH ELECTRIC ROLL-DOWN PROJECTION SCREEN

KEYNOTE

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT

KEYNOTES
186

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

TRAINING DEPUTY

CHIEF OFFICE
1-106A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

TURNOUT ROOM
1-108

EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113

TRAINING CLASSROOM
- SMALL
1-101

GEN OFFICE STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

CORRIDOR B
1-103B

LOCKER ROOM (MALE)
1-112

LARGE CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114

LOCKER ROOM (MALE)
1-112A

CORRIDOR A
1-103A

CORRIDOR C
1-103C

COVERED UTILITY
YARD
RECEPTION AREA 1-115
1-100A
NOTE:

ALL ACCESSIBILITY CLEARANCE DIMENSIONS

ARE FROM FACE OF FINISH MATERIAL TO FACE
OF FINISH MATERIAL, TYPICAL.

CW16
E1
D1
A2
A1
C1
C1
B1
C1
BW16
A2
CW16
A2
A3 A1
A1
A1
BW16
BW16
A1
A1
A1
A1
A1 D1
A1 A1
BW16
D1
A1
A2
A1
A1
A2
A1
BW16
A2
A1
D1
A2
A1
A1
A1
A1
A1
A1
A1
D1
D1
10W
9W
H1

1.4 1.7

1.D

1.1 1.2 1.3 1.5 1.6 1.8

1.E

1.B

1.A

1.C
120' - 7" 24' - 9 1/4"
120' - 7"
32' - 0 1/2" 7' - 6 3/8" 7' - 7" 44' - 3 1/4" 6' - 9" 15' - 7 7/8" 6' - 9 1/8" 70' - 10 3/4"
7' - 4 1/8" 23' - 0 3/4" 5' - 4 3/4" 35' - 1 1/8"
32' - 0 1/2" 7' - 6 3/8" 36' - 10 1/8" 7' - 3 3/4" 7' - 8 1/4" 6' - 9" 22' - 5" 7' - 11 1/2"
2 3/4"
70' - 10 3/4"
53' - 9 1/2" 91' - 6 3/4"
2 3/8"
25' - 5"
17' - 9 1/4" 10' - 11 7/8" 8' - 1"
CLCLCL
3' - 0" 13' - 5 1/4" 15' - 7 1/4" 3' - 8 7/8" 3' - 9 1/2" 7' - 7 1/2" 10' - 1 3/4" CL
4' - 4 5/8" 6' - 7 3/8"
CL
EQ EQ
CLCL
3' - 4 1/2" 3' - 4 1/2" 9' - 1 1/4" 6' - 6 5/8" 4' - 3 1/8" 2' - 6 1/8" CL
13' - 6 1/4" 21' - 6 7/8"
21' - 10 7/8" 31' - 2 1/8"
21' - 11" 9' - 0 1/2" 39' - 11 1/4"
10' - 6 1/2" 16' - 8" 5' - 9 1/4" 4' - 0" 8' - 11 1/2"
1' - 0"
9' - 1 5/8" 5' - 8" 8' - 9" 7' - 6 5/8" 24' - 9 1/4"
2' - 6"
2' - 5" 18' - 2 1/4"
2' - 5 1/2"
2' - 0"
7' - 0 1/2" 5' - 9 1/4" 5' - 6" 2' - 4"
2' - 5"
6' - 1 1/2"
9' - 4 5/8"
1' - 1"
5' - 5 3/4" 4' - 0" 10' - 6" 6' - 6 3/4" 13' - 3 1/4" 2' - 5" 7' - 1" 14' - 9 3/4" 7' - 0 1/2"
A1
A1
A1
A1
CW16
6' - 3 1/2" 6' - 4 1/4" 10' - 5"
D1 D1
A1
A2
A1
A1
D1
A2
A2
A1
A1
D1
D1
D1
2' - 4" 2' - 8" 2' - 5" 14' - 11 1/4" 5' - 8 1/2" 2' - 5" 3' - 8"
10' - 6 3/4" 9' - 8"
1' - 0"
1' - 10"
CL
2' - 2" 3' - 2 3/4"
3' - 0 5/8"
4" 7' - 4 1/8" 20' - 6 3/4" 2' - 6" 5' - 5 1/4" 8' - 1" 6' - 9 1/2" 17' - 1 1/8" 3' - 1" 1' - 6"
3' - 2" 3' - 7 1/2"
A2
E1
A1
A1
CL
15' - 2 1/4" 9' - 7"
CL
4' - 3 1/2" 20' - 5 3/4"
4' - 0" 4' - 4 1/2" 5' - 8" 10" 6' - 11" 13' - 3 1/8"
1' - 9"
2' - 1 1/2"
2' - 8" 4' - 2" 5' - 3 1/2" 19' - 5 1/8" 3' - 6 1/2"
3' - 6 1/2" 19' - 5 1/8" 5' - 3 1/2" 6' - 10"
7' - 9 1/2" 41' - 9 1/8" 5' - 4 1/4" 6' - 1 1/4" 5' - 8" 8' - 7 7/8" 1' - 4"
1' - 0 3/4" 9' - 6"
5' - 0" CLR
1' - 10"
2' - 8"
9' - 1" 7' - 0" 3' - 10 3/4"
OFFSET
5 5/8"
15' - 5 3/4" 2' - 6"
CL
CL 15' - 8" 4' - 8 1/8"
CL
10' - 11"
CL CL
CL
CL 9' - 0" 11' - 3 5/8" 1' - 7 3/8"
CL 6"
1' - 7 7/8"

08.003 KEYNOTE
106
OFFICE

ROOM NAME / NUMBER
LEGEND
A6.1 PARTITION TAG
10FT WALK OFF RECESS GRILLE

GENERAL NOTES

1. DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON.

REQUIRED CLR WIDTHS ARE MEASURED TO FACE OF FINISH AND ARE LABELED "CLR"

2. SEE ENLARGED PLANS FOR SCOPE & DIMENSIONS WHERE NOT SHOWN

ON THESE PLANS

3. ONLY INTERIOR PARTITIONS ARE TAGGED

4. SEE A-121 FOR MORE INFORMATION, ENLARGED PLAN CALLOUTS,

DOOR TAGS & WINDOWS TAGS

5. SEE A-1-121 & A-1-841 FOR CLERESTORY WINDOW TAGS

6. FURNITURE / SPECIALTY EQUIPMENT NOT SHOWN FOR CLARITY

7. SEE A-1-931 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT

SCHEDULE

8. ALL DOOR FRAMES ARE 2" FROM FACE OF ADJACENT WALL FINISH WITH OPENINGS 4" FROM ADJACENT WALL FINISH UNLESS A

CENTERLINE DIMENSION IS PROVIDED AT DOOR
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DIMENSION PLAN -
CLASSROOM BLDG.

A-1-122
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FLOOR PLAN - CLASSROOM BUILDING D1

KEYNOTE

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
187
SA
SA
SA
SA
SA
SA
SA
SA
SA
A
W
4 SC
SC
SC SC SC 4 SC
A
SC SC
SA
SA
SA
SA SA
SA
SA
A
SA
SA
SA
SC
SC
SC
SC
SC
SC
SC
SC
A
4 SA
A
W
SC
3 M5
A-1-301
G1
A-1-301
A1
A-1-301
G12
A-1-301
A16
A-1-312
A1
A-1-313
+ 10' - 0"
G1
+ 12' - 0"
AC1

EXPOSED STRUCTURE
X1
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
AC1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
G1
+ 22' - 5"
AC2

PRE-FINISHED METAL

SOFFIT PANEL SYSTEM
CLG32 1/4" / 1'-0"
2 1/4" / 1'-0"
2 1/4" / 1'-0"
2 1/4" / 1'-0"
2 1/4" / 1'-0"
2 1/4" / 1'-0"
2 1/4" / 1'-0"
8" / 1'-0"
G3
SLOPED

08.022
1'-0" / 1'-0"
1'-0" / 1'-0"
1'-0" / 1'-0"

08.022 08 50.02 08.022

PRE-FINISHED METAL

SOFFIT PANEL SYSTEM
CLG3
+ 9' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G1
NOTE: INSTALL X2

MOTORIZED

SKYLIGHT SHADE

EXPOSED STRUCTURE
X1

EXPOSED STRUCTURE
X1

EXPOSED STRUCTURE
X1

EXPOSED STRUCTURE
X2

EXPOSED STRUCTURE
X3

EXPOSED STRUCTURE
X3

EXPOSED STRUCTURE
X3
-
---

1.4 1.7

1.D

TRAINING

CLASSROOM-LARGE
1-102

LARGE CLASSROOM -

STORAGE
1-102A

TRAINING CLASSROOM
- SMALL
1-101

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

RECEPTION AREA
1-100A

LOCKER ROOM (MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

LOCKER ROOM (MALE)
1-112A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

COVERED UTILITY
YARD
1-115

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

EXERCISE/FITNESS
ROOM
1-109

TURNOUT ROOM
1-108

TRAINING DEPUTY

CHIEF OFFICE
1-106A

GEN OFFICE STORAGE
1-106B

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

CORRIDOR A
1-103A

CORRIDOR C
1-103C
29' - 6 29/64" AFF
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
G1
SLOPED
G1
SLOPED
G1
SLOPED

PRE-FINISHED METAL

SOFFIT PANEL SYSTEM
CLG3

PRE-FINISHED METAL

SOFFIT PANEL SYSTEM
CLG3

1.1 1.2 1.3 1.5 1.6 1.8

1.E

1.B

1.A

1.C

08.061
G3
SLOPED
G3
SLOPED
EQ EQ
EQ
EQ
EQ EQ
EQ EQ
1' - 0"1' - 0"

23.040

23.040

12.021

12.021
A9
A-1-312
(G3) - PAINTED

MOISTURE RESISTANT

GYPSUM BOARD
(G1) - PAINTED

GYPSUM BOARD
(AC1) - 2'x4'

ACOUSTIC LAY IN
TILE
(AC2) - PERFORATED

ACOUSTIC GYPSUM
BOARD
(CLG3) - PRE-FINISHED

METAL SOFFIT PANEL
SYSTEM
LEGEND

PENDANT LINEAR LIGHT,

SHADING OF ANY LUMINARE

INDICATES IT'S CONNECTED TO
ALTERNATE POWER, S.E.D.

RECESSED LINEAR LIGHT,

SHADING OF ANY LUMINARE

INDICATES IT'S CONNECTED TO
ALTERNATE POWER, S.E.D.

ACCESS PANEL, CONFIGURE CEILING FRAMING /
SUSPENSION AS REQ'D TO ACCOMODATE. SHOWN
FOR LOCATION CRITERIA; REQ'D AT ALL EQUIPMENT
& SYSTEMS REQUIRING MAINTENANCE ACCESS,
S.M.D
( DEVICES/LIGHTING FIXTURES ARE SHOWN FOR LOCATION CRITERIA ONLY, SEE

ASSOCIATED CONSULTANT DRAWINGS FOR COUNT AND ADDITIONAL INFORMATION )

RECESSED DOWNLIGHT, SHADING OF ANY

LUMINARE INDICATES IT'S CONNECTED TO
ALTERNATE POWER, S.E.D.

MOTORIZED SKYLIGHT SHADE
SKYLIGHTS, 3'x3'
EXPOSED STRUCTURE:
- (X1): EXPOSED STRUCTURE - NO

FINISH/ NOT PAINTED
- (X2): EXPOSED STRUCTURE

AND MECHANICAL SYSTEMS -
ACOUSTICAL SPRAY; PAINTED
COLOR: PT-2
- (X3): EXPOSED STRUCTURE AND
MECHANICAL SYSTEMS;
PAINTED COLOR: PT-2
OCCUPANCY SENSOR, S.E.D.

UNDERCABINET LIGHTING, S.E.D.

LINEAR DIRECT/ INDIRECT WALL SCONCE,

SHADING OF ANY LUMINARE INDICATES IT'S
CONNECTED TO ALTERNTE POWER, S.E.D.

CEILING SUPPLY/RETURN GRILLE, S.M.D.

CEILING FAN, S.E.D.

CEILING SPEAKERS - ACOUSTICAL CEILING, S.L.V.D.

CEILING MICROPHONE, S.L.V.D.

INFARED ASSITIVE LISTENING EMITTER, S.L.V.D.

WIRELESS MIC RECEIVER, S.L.V.D.

CEILING SPEAKER - HARD LID CEILING, S.L.V.D.

MULTI-DIRECTIONAL CAMERA, # AND ARROW
INDICATES TOTAL SIDES & DIRECTION, S.L.V.D.

OVERHEAD CABLE RACEWAY, S.L.V.D

MOTORIZED SKYLIGHT SHADE

GENERAL NOTES

1. CEILING HEIGHT = 10' - 0" AFF UON

2. SED FOR LIGHTING FIXTURE SCHEDULE, LIGHTING THAT REQUIRES

EMERGENCY POWER, AND ADDITIONAL EXTERIOR & INTERIOR

LIGHTING INFORMATION

3. MECHANICAL AND ELECTRICAL LAYOUT PROVIDED FOR LOCATION ONLY, SED FOR LIGHT FIXTURE TYPES AND DETAILS. SMD FOR

SUPPLY, RETURN, EXHAUST AND EQUIPMENT TYPES

4. UON, ALL LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO

CENTERED IN ROOMS, HALLS AND ON THE CEILING TILES, WHERE NO

DIMENSION IS PROVIDED

5. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

6. SEE A-1-941 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT

SCHEDULE

7. TWO TUBE SKYLIGHTS IN KITCHEN TO HAVE INTERNAL DIMMER

FUNCTION

8. TAGS BEGIN WITH "AL" REFER TO ALERT SYSTEM DEVICES AND FIXTURES; SEE ALERT SYSTEM DRAWINGS

9. FOR SUSPENDED ACT TILE SYSTEM DETAILS REFERENCE:
"IR 25-2 SUSPENDED LAY-IN PANEL CEILING: 2022 CBC"
PROVIDED BY DSA @ DGS.CA.GOV

10. FOR SUSPENDED GYPSUM BOARD CEILING DETAILS REFERENCE:
"IR 25-3 SUSPENDED GYPSUM BOARD CEILING: 2022 CBC"
PROVIDED BY DSA @ DGS.CA.GOV
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

REFLECTED CEILING

PLAN - CLASSROOM
BLDG.

A-1-131
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FIRST FLOOR REFLECTED CEILING PLAN D1

PROJECT
NORTH

KEYNOTE
08 50.02

08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL.

08.061 ROOF WINDOWS AND SKYLIGHTS

12.021 PROVIDE MOTORIZED OPERATOR WINDOW SHADES

23.040 EXPOSED FAN COIL UNIT, S.M.D.

Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
188
M5
A-1-301
G1
A-1-301
A-1-202
A-1-202 D11
D1

PV ARRAY LAYOUT AREA
1,900SF

TOWER ROOF
A1 (MECH. HIGH ROOF)
A-1-301

PV ARRAY LAYOUT AREA
570 SF

PV ARRAY LAYOUT AREA
1250SF
-
---
30' - 0" AFF

SKYLIGHT
T.O. PARAPET
G12
A-1-301
A16
A-1-312
A1
A-1-313
7" / 1'-0"
TYP.
2 1/4" / 1'-0"

07.051 07.071

26.032
2 1/4" / 1'-0"

26.031

08.092

1.4 1.7

1.D
5/16" PER FT
5/16" PER FT
5/16" PER FT

23.033
A-024
A1
28' - 2 1/2" AFF
T.O. PARAPET
2 1/4" / 1'-0"
2 1/4" / 1'-0"
A-1-201
D1
A-1-201
L1

23.034

23.035

22.011 22.011 22.011

1.1 1.2 1.3 1.5 1.6 1.8

1.E

1.B

1.A

1.C

23.032

07.044

07.044

07.054 07.054
DS DS
DS

DS DS DS
A9
A-1-312
ZA-1-207
ZA-1-207 N12
N1
6' - 1 13/16"

TIE-BACK ANCHOR

PLUMBING VENT, SPD

STANDING SEAM METAL ROOFING

PV PANELS, FUTURE, NIC
PVC SINGLE-PLY ROOFING; FINISH

08.003 KEYNOTE
LEGEND
CONCRETE MECH PAD; SMD

BUILDING OUTLINE BELOW
3' X 3' SKYLIGHT

DS DOWNSPOUT

GENERAL NOTES
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ROOF PLAN -
CLASSROOM BLDG.

A-1-141
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-201 3/16" = 1'-0"
ROOF PLAN - CLASSROOM BUILDING D1

KEYNOTE

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM,

TYPICAL

07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP

07.054 PREFINISHED METAL RIDGE CAP

07.071 EXTERIOR ACCESS LADDER

08.092 SKYLIGHTS, 3' X 3' TYP.

22.011 RAIN WATER LEADER ROUTE INTO WALL, S.P.D.

23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION

23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

23.034 TEMPERATURE CONTROL PANEL, S.M.D.

23.035 ROOF VENTS, S.M.D.

26.031 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO

VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE
ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD

26.032 PRE-ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D.

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT

DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
R2
189
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
G12
A-1-301
A16
A-1-312

08.006
TYP.

09.021
TYP.

07.047

05.017

07.047 07.047
TYP.

09.021
TYP.

07.045

05.065

08.022

08.022

08.022

10.018
-
---

26.031

1.4 1.7
1' - 6"
-
---

1.1 1.2 1.3 1.5 1.6 1.8
-
---
-
---

26.024

10.017

23.033
A8
A-1-313
PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
COMPOSITE METAL PANEL; (MP-2)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1

08.003
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)

GENERAL NOTES

1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION

2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921

3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841

4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON

5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT

FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS

ATTACHED DIRECTLY TO AN ELECTRICAL BOX
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
G12
A-1-301
A16
A-1-312
A1
A-1-313

08.004
TYP.

08.012
TYP.

08.013 08.012

09.021

08.061
TYP.

08.005 08.006 08.006 08.006 08.005

07.044

07.042

08.044 08.045

09.023

26.032
TYP.

07.071

08.092

1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1

26.063 26.024 22.015 26.024 22.015 26.063 22.015

05.012

05.012

07.042

05.065
TYP.

23.033
A8
A-1-313
TYP.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR ELEVATIONS -

NORTH & SOUTH -
CLASSROOM BLDG.

A-1-201
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - SOUTH EXTERIOR ELEVATION D1

KEYNOTE

05.012 PAINTED STEEL BEAM, S.S.D.

05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD

05.065 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.042 PRE-FINISHED METAL SOFFIT PANELS, TYPICAL

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

07.045 PRE-FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION

07.047 PRE-FINISHED METAL PANELS (MP-2), TYPICAL

07.071 EXTERIOR ACCESS LADDER

08.004 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING

08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS

08.012 ALUMINUM FRAME STOREFRONT DOOR WITH TRANSLUCENT GLAZING

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL.

08.044

08.045 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING

08.061 ROOF WINDOWS AND SKYLIGHTS

08.092 SKYLIGHTS, 3' X 3' TYP.

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER

09.023 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - NORTH EXTERIOR ELEVATION L1

KEYNOTE

10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG-SERIES

22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D.

23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.024 SECURITY CAMERA, S.L.V.D.

26.031 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD

26.032 PRE-ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D.

26.063 LIGHT SCONCE, S.E.D.

KEYNOTES
Revision Number DATE ISSUE DESCRIPTION
09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT

DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
190
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
G12
A-1-301
A16
A-1-312

08.006
TYP.

09.021
TYP.

07.012

05.017

07.012 07.012
TYP.

09.021
TYP.

07.010

05.035

08.022

08.022

08.022

10.018
-
---

26.014

1.4 1.7
1' - 6"
-
---

1.1 1.2 1.3 1.5 1.6 1.8
-
---
-
---

10.017

23.003
A8
A-1-313
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8

1.9 GENERAL NOTES

1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION

2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921

3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841

4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON

5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT

FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS

ATTACHED DIRECTLY TO AN ELECTRICAL BOX
PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
COMPOSITE METAL PANEL; (MP-2)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1

08.003
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR ELEVATIONS -

SOUTH - CLASSROOM
BLDG.

A-1-201A
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - SOUTH EXTERIOR ELEVATION - Dependent 1 M1
3/16" = 1'-0"
COLOR ELEVATION - SOUTH - Dependent 1 F1

KEYNOTE

05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD

05.035 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.010 PRE-FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION

07.012 PRE-FINISHED METAL PANELS (MP-2), TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL.

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING

VAPOR BARRIER

10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR

CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS

SG-SERIES

23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.014 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY.

OPTIONAL BATTERY STORAGE TBD
R1
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
191
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
G12
A-1-301
A16
A-1-312
A1
A-1-313

08.004
TYP.

08.009
TYP.

08.013 08.009

09.021

08.001
TYP.

08.005 08.006 08.006 08.006 08.005

07.009

07.007

08.004 08.009

09.023

26.015
TYP.

07.027

08.001

1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1

26.020 26.012 22.015 26.012 22.015 26.020 22.015

05.012

05.012

07.007

05.035
TYP.

23.003
A8
A-1-313
TYP.
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1

1.9 GENERAL NOTES

1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION

2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921

3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841

4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON

5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT

FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS

ATTACHED DIRECTLY TO AN ELECTRICAL BOX
PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
COMPOSITE METAL PANEL; (MP-2)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1

08.003
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR ELEVATIONS
-NORTH - CLASSROOM
BLDG.

A-1-202A
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - NORTH EXTERIOR ELEVATION - Dependent 1 M1
3/16" = 1'-0"
COLOR ELEVATION - NORTH - Dependent 1 F1

KEYNOTE

05.012 PAINTED STEEL BEAM, S.S.D.

05.035 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.007 PRE-FINISHED METAL SOFFIT PANELS, TYPICAL

07.009 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

07.027 EXTERIOR ACCESS LADDER

08.001 ROOF WINDOWS AND SKYLIGHTS

08.004 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR

GLAZING

08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH

CLEAR GLAZING, TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.009 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH

CLEAR INSULATED GLAZING

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND

BUILDING VAPOR BARRIER

09.023 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT

22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D.

23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.012 SECURITY CAMERA, S.L.V.D.

26.015 PRE-ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D.

26.020 LIGHT SCONCE, S.E.D.

R1
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
192
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A1
A-1-301

07.047

07.047

08.045

05.017

09.021

08.006

09.021 08.013
TYP.

07.071

1.A 1.B 1.C 1.D 1.E

10.018

26.024 26.024 26.063

23.033

05.015

05.011

05.015

05.011

05.065

26.031
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A1
A-1-301

05.017

07.047

07.047

1.E 1.D 1.C 1.B 1.A

08.041 08.041 08.041

09.024

07.071

26.024

23.033

05.065

26.031

GENERAL NOTES

1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION

2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921

3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841

4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON

5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT

FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS

ATTACHED DIRECTLY TO AN ELECTRICAL BOX
PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
COMPOSITE METAL PANEL; (MP-2)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1

08.003
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR ELEVATION -

EAST & WEST -
CLASSROOM BLDG.

A-1-202
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - EAST EXTERIOR ELEVATION D11
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - WEST EXTERIOR ELEVATION D1
Revision Number DATE ISSUE DESCRIPTION
09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT

KEYNOTE

05.011 PAINTED STEEL COLUMN, S.S.D.

05.015 STEEL BEAM, S.S.D.

05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD

05.065 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.047 PRE-FINISHED METAL PANELS (MP-2), TYPICAL

07.071 EXTERIOR ACCESS LADDER

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

08.041

08.045 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER

09.024 PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG-SERIES

23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.024 SECURITY CAMERA, S.L.V.D.

26.031 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD

26.063 LIGHT SCONCE, S.E.D.

KEYNOTES KEYNOTE

05.011 PAINTED STEEL COLUMN, S.S.D.

05.015 STEEL BEAM, S.S.D.

05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD

05.065 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.047 PRE-FINISHED METAL PANELS (MP-2), TYPICAL

07.071 EXTERIOR ACCESS LADDER

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

08.041

08.045 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER

09.024 PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG-SERIES

23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.024 SECURITY CAMERA, S.L.V.D.

26.031 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD

26.063 LIGHT SCONCE, S.E.D.

DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
193
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.A 1.B 1.C 1.D 1.E
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.E 1.D 1.C 1.B 1.A
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A1
A-1-301
07 40.02
07 40.02
08 40.05
05 10.07
09 20.01
08 40.01
09 20.03 08 10.03
26 30.02
TYP.
07 70.01

1.D
08 36 13

1.A 1.B 1.C 1.E
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A1
A-1-301
05 10.07
07 40.02
08 40.01 08 40.01
05 50.14
07 40.02
07 70.01
26 30.02
07 40.02

1.E 1.D 1.C 1.B 1.A

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
L1
MATERIAL TAG; SEE SHEET A-###

FOR EXTERIOR FINISH INFORMATION
(XXX(?)-#)

08.003
A-1-801
COMPOSITE METAL PANEL; (MP-2A)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)
COMPOSITE METAL PANEL; (MP-2B)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
EXT. ELEV. (E) & (W)
CLASSROOM BLDG.

A-1-203
SKA Project Number: XXXXX

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0"
COLOR ELEVATION - EAST F12
3/16" = 1'-0"
COLOR ELEVATION - WEST F1
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - EAST EXTERIOR ELEVATION N12
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM - WEST EXTERIOR ELEVATION N1

KEYNOTES
05 10.07
05 50.14
07 40.02
07 70.01
08 10.03
08 36 13
08 40.01
08 40.05
09 20.01
09 20.03
26 30.02 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY.

OPTIONAL BATTERY STORAGE TBD. ROOF MOUNTED ON PV SOUTH-FACING

RACK SYSTEM
Revision Number DATE ISSUE DESCRIPTION
R2 09/13/2024 CITY OF DUBLIN SDR
R2
R2
05 10.07 SOUTH-FACING STANDING SEAM METAL ROOFING SYSTEM COVERING

EXTERIOR UTILITY YARD
05 50.14 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.
07 40.02 PRE-FINISHED METAL SIDING PANELS AND TRIM, TYPICAL 07 70.01 ROOF TOP MECHANICAL WELL WITH EXTERIOR ACCESS LADDER 08 10.03 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE
08 36 13
08 40.01 PAINTED ALUMINUM FRAME STOREFRONT SECTION WITH CLEAR

INSULATED GLAZING
08 40.05 ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED

GLAZING
09 20.01 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND

BUILDING VAPOR BARRIER
09 20.03 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT 26 30.02 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY.

OPTIONAL BATTERY STORAGE TBD. ROOF MOUNTED ON PV SOUTH-FACING

RACK SYSTEM
10/02/2024 50% DESIGN DEVELOPMENT
194
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8

1.9 8' - 0"8' - 0"
13' - 10 1/4"
10' - 3 1/2"
154' - 7"
8' - 1" 21' - 6" 32' - 6 1/4" 67' - 1 3/4" 25' - 4"
22' - 0 1/2" 123' - 5 1/4" 20' - 5" 3' - 10 1/2"
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8

08.006
TYP.

09.021 TYP.

07.012

05.017

07.012 07.012
TYP.

09.021
TYP.

07.010

05.035

08.022 08.022

08.022

10.018

08.018 26.014

32.007

1.9 PAINTED EXTERIOR STUCCO, (CP-1)
LEGEND
COMPOSITE METAL PANEL; (MP-2)

PRE-FINISHED DARK METAL SIDING
PANELS AND TRIM; (MP-3)
PRE-FINISHED METAL SOFFIT PANEL;
(MP-1)
STANDING SEAM METAL ROOF; (R-1)

KEYNOTE
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1

08.003
ALUMINUM STOREFRONT; (WIN-1)
GLAZING; (IGU-1)
CMU; 2-COAT STUCCO - PAINTED
TAUPE; (CMU-2)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
EXT. ELEVATION SOUTH -

EXTENDED
A-1-204
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
1/8" = 1'-0"
COLOR ELEVATION - SOUTH EXTENDED F1
RE: D1/ A-1-121 1/8" = 1'-0"
CLASSROOM - SOUTH EXTERIOR ELEVATION EXTENDED M1

KEYNOTE

05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD

05.035 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.010 PRE-FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION

07.012 PRE-FINISHED METAL PANELS (MP-2), TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.018 SKYLIGHTS, 3' X 3' TYP.

08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL.

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING

VAPOR BARRIER

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS

SG-SERIES

26.014 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY.

OPTIONAL BATTERY STORAGE TBD

32.007 8' HIGH CMU SCREEN WALL WITH PLASTER FINISH ON EXTERIOR SIDE R1
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
195
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

PUBLIC LOBBY
1-100
A1
A-1-301 A-1-311
A8

CORRIDOR A
1-103A

1.D
4' - 0"

1.A 1.B 1.C 1.E 7' - 0"
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

EXERCISE/FITNESS
ROOM
1-109

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113

CORRIDOR B
1-103B
A-1-313
A1

1.A 1.B 1.C 1.D 1.E
A-1-801
F1
Sim
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

TURNOUT ROOM
1-108
A1
A-1-301
A-1-312
A1
A-1-312
A9

LOCKER ROOM (MALE)
1-112A

CORRIDOR B
1-103B

1.A 1.B 1.C 1.D 1.E
M5
A-1-301
G1
A-1-301
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

TRAINING CLASSROOM
- SMALL
1-101

LOCKER ROOM
(FEMALE)
1-111
A-1-311
A1 G12
A-1-301

PUBLIC LOBBY
1-100

TRAINING COMMONS
1-100B

LOCKER ROOM (MALE)
1-112
A1
A-1-313

LOCKER ROOM (MALE)
1-112A
ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

COVERED UTILITY
YARD
1-115
-
---

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

BUILDING SECTIONS -
CLASSROOM BLDG.

A-1-301
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/16" = 1'-0"
BUILDING SECTION 1 WEST M5
RE: D1/ A-1-121 3/16" = 1'-0"
BUILDING SECTION 3 WEST G12
RE: D1/ A-1-121 3/16" = 1'-0"
BUILDING SECTION 2 WEST G1
RE: D1/ A-1-121 3/16" = 1'-0"
LONGITUDINAL BUILDING SECTION NORTH A1

KEYNOTE
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
196
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A-1-801
L12

PUBLIC LOBBY
1-100

CORRIDOR A
1-103A

06.014

1.D
5/16" PER FT

22.046
10' - 0"
22' - 5"
4' - 0"

WINDOW OPENING
BEYOND
42" MIN

1.C
7' - 0"

08.001

23.032

06.071
2-SECOND LEVEL
10' - 0"

2.3 1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
K6
A-1-802

LOCKER ROOM (MALE)
1-112

TRAINING COMMONS
1-100B

TRAINING COMMONS

HIGH CEILING

09.021

07.044

1.4 42" MIN

26.031

07.051

07.021

RECESSED

ANGLED FRAMED

WINDOW OPENING
5/16" PER FT

23.035

23.042

07.071
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

WALL SECTIONS -
CLASSROOM BLDG.

A-1-311
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: M5/ A-1-301 3/4" = 1'-0"
ENLARGED WALL SECTION 2 A8
RE: A1/ A-1-301 3/4" = 1'-0"
ENLARGED WALL SECTION/ELEVATION A1

KEYNOTE

06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD.

06.071 WOOD BEAM, S.S.D.

07.021 4" MINIMUM CONTINUOUS RIGID SLOPED INSULATION

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM,

TYPICAL

07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP

07.071 EXTERIOR ACCESS LADDER

08.001 ROOF WINDOWS AND SKYLIGHTS

KEYNOTE

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND

BUILDING VAPOR BARRIER

22.046 ROOF AND OVERFLOW DRAIN

23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION

23.035 ROOF VENTS, S.M.D.

23.042 MECHANICAL DUCT, S.M.D.

26.031 ROOF-MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE

TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE
ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
197
1-ROOF
13' - 0"
1-FIRST LEVEL
0' - 0"
A-1-802
K17
A-1-802
A17
OPEN
BEYOND

05.065

07.048

26.032

1.A 1.B

07.044

26.063

26.063

05.011

05.012

07.042
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"
A1
A-1-301
A-1-801
A12

LOCKER ROOM (MALE)
1-112A
2 1/4" / 1'-0"

10.018

07.067

09.021

10.018

05.064

1.A 1.B
135°

09.025

26.032

07.044

07.042
7"
A-1-801
A1
1-ROOF
13' - 0"
1-TO PARAPET
30' - 0"
1-FIRST LEVEL
0' - 0"
1-TOD
24' - 2 1/2"

CORRIDOR B
1-103B

LOCKER ROOM (MALE)
1-112A

EXTRACTOR/LAUNDRY
AREA
1-108A

26.061

07.044

1.D

07.071

08.092

1.C

26.032

03.031

11.961

11.963
10' - 0"

EXPOSED CEILING

EXPOSED CEILING

08.099
8' - 0"

26.063

07.054
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

WALL SECTIONS -
CLASSROOM BLDG.

A-1-312
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/4" = 1'-0"
SECTION AT CLASS. BLDG SCREEN WALL & UTILITY YARD A16
RE: D1/ A-1-121 3/4" = 1'-0"
ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOWS A9 RE: G1/ A-1-301 3/4" = 1'-0"
ENLARGED WALL SECTION 2 WEST - Callout 1 A1

KEYNOTE

03.031 FLOOR SURFACE SLOPED TO FLOOR/TRENCH DRAINS, S.P.D.

05.011 PAINTED STEEL COLUMN, S.S.D.

05.012 PAINTED STEEL BEAM, S.S.D.

05.064 METAL PANEL FACADE

05.065 CONTINUOUS PRE-FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP.

07.042 PRE-FINISHED METAL SOFFIT PANELS, TYPICAL

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

07.048 CMU WALL W/ PRE-FINISHED METAL SIDING PANELS AND TRIM AT EXTERIOR SIDE;

TWO-COAT STUCCO AT INTERIOR SIDE

07.054 PREFINISHED METAL RIDGE CAP

07.067 PREFINISHED GUTTER & LEADER

07.071 EXTERIOR ACCESS LADDER

08.092 SKYLIGHTS, 3' X 3' TYP.

08.099 INDIRECT DIFFUSED SUNLIGHT

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR

BARRIER

09.025 PAINTED ANGLED GYPSUM CEILING, SEE RCP

10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG-SERIES

11.961 FREESTANDING UNITS MOUNTED TO TUBULAR FRAME WALL; GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP

11.963

26.032 PRE-ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D.

26.061 CABLE TRAY

26.063 LIGHT SCONCE, S.E.D.

Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
198
1-ROOF
13' - 0"
1-FIRST LEVEL
0' - 0"
7' - 6"

TRAINING

CLASSROOM-LARGE
1-102

EXTERIOR
10' - 0"

FOLDING DOORS OPEN POSITION

09.054

05.069

08.031

32.042

26.062

07.044

06.014
2 1/4" / 1'-0"

1.E

09.021

05.015

05.015

23.042
1-ROOF
13' - 0"
1-FIRST LEVEL
0' - 0"

1.E
A-1-801
F6
A-1-801
A6
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

WALL SECTIONS -
CALSSROOM BLDG.

A-1-313
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 3/4" = 1'-0"
WALL SECTION @ NORTH FACADE FOLDING DOORS A1

KEYNOTE

05.015 STEEL BEAM, S.S.D.

05.069 PREFINISHED METAL FASCIA W/FINISH TO MATCH DOOR SYSTEM

06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD.

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

08.031 GLAZED, INSULATED GLASS, FOLDING DOOR SYSTEM

09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR

BARRIER

09.054 SUSPENDED ACOUSTIC TILE CEILING

23.042 MECHANICAL DUCT, S.M.D.

26.062 ROOF MOUNTED PHOTOVOLTAIC PANELS

32.042 EXTERIOR FLATWORK, SEE CIVIL & LANDSCAPE DRAWINGS Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-201 3/4" = 1'-0"
WALL SECTION @ TURNOUT A8
199

09.006 09.001 06.005

09.006

12.004

08.001

06.005 08.043

09.006

09.006

09.010

09.006

09.006 09.001

26.001

08.006

08.006
8' - 0"
A-1-402
N4

09.006

09.001 09.001

09.008

08.001

08.006

08.045

09.006

09.001 09.006

26.001

26.001

09.006

09.014 27.051 09.014

09.006
3' - 6"
8' - 0"

06.008

11.003

08.041

08.001

09.006

26.001

08.001

09.006

09.009

09.001

26.001
A-1-401 A10

1.2 1.B

1.A
C10 A-1-401
A-1-401
C16
A-1-401
A16

06.004

06.005

06.005

06.005
7' - 7 13/16"
6' - 8 3/4"
4' - 1 3/4"

06.005
2' - 10"

06.005
2' - 6" 4"

06.005

06.004

06.005

06.005

06.004
6" 5' - 8 3/4" 6"
2' - 10"

06.005
2' - 10"
3"

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -
LOBBY
A-1-401
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 1/4" = 1'-0"
TRAINING COMMONS- SOUTH ELEVATION F16
RE: D1/ A-1-121 1/4" = 1'-0"
TRAINING COMMONS- WEST ELEVATION M4
RE: D1/ A-1-121 1/4" = 1'-0"
TRAINING COMMONS- NORTH ELEVATION F4
RE: D1/ A-1-121 1/4" = 1'-0"
TRAINING COMMONS- EAST ELEVATION F10
1/4" = 1'-0"
PUBLIC LOBBY- SOUTH ELEVATION M10
1/4" = 1'-0"
PUBLIC LOBBY- NORTH ELEVATION M16
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED PLAN - RECEPTION A4
RE: A4/ A-1-401 1/2" = 1'-0"
RECEPTION DESK- EAST ELEVATION C10
RE: A4/ A-1-401 1/2" = 1'-0"
RECEPTION DESK- NORTH ELEVATION C16
RE: A4/ A-1-401 1/2" = 1'-0"
RECEPTION DESK- WEST ELEVATION A10

PROJECT
NORTH
RE: A4/ A-1-401 1/2" = 1'-0"
RECEPTION DESK- SOUTH ELEVATION A16

KEYNOTE

06.004 (LMT-1) PLASTIC LAMINATE - WHITE, SEE FINISH SCHEDULE

06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE

06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED

08.001 ROOF WINDOWS AND SKYLIGHTS

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.041

08.043 PRE-FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH SLIDER ENTRY

DOOR AND CLEAR INSULATED GLAZING

08.045 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR

INSULATED GLAZING

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE

09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE

09.009 (PT-4) WALL PAINT, SIMILAR TO TAUPE, SEE FINISH SCHEDULE

09.010 (AC-1) ACOUSTIC CEILING TILE, SEE FINISH SCHEDULE

09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL-GREY, SEE FINISH SCHEDULE

11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE

12.004 CUSTOM HARDWOOD RECEPTION DESK WITH PLASTIC LAMINATE FINISH

26.001 LIGHT FIXTURE, TYPICAL. S.E.D.

27.051
200
DW

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE

11.002

11.005

11.003

11.009

11.004

05.002
8' - 0"
14' - 8 1/2" 3 1/4"
14' - 11 3/4"

09.008

05.001

11.003

06.008
2' - 0" 1' - 11" 6' - 1"
2' - 10"

06.006

06.005 05.002 34" MAX 2' - 10"
11' - 1"
11' - 3"

11.001
2' - 6" 2' - 0" 4' - 3" 2' - 4"
34" MAX
2' - 10"
2' - 6"

06.007 05.002 06.007 06.005
11' - 1"
11' - 3"

06.005 05.002 34" MAX 2' - 10"
3' - 6"
3' - 3"

06.005

05.002 34" MAX
2' - 10"
3' - 3"
3' - 6"
A-1-402
K4
A-1-402
G4

1.3 1.4

1.C
A-1-402 G9 K9 A-1-402

COMMONS/BREAKROOM
1-100C

11.002 11.005

11.001

06.006 11.004

11.003
2' - 0"
11' - 3"
3' - 6"

10.002

09.006

09.001

09.006

09.001

10.002

09.007

10.002

10.003

09.001
2' - 10" 1' - 8" 3' - 6" 2' - 0"
10' - 0"

09.006

09.006

09.001

06.013

11.003

12.005

11.014

11.016

06.015

09.006

09.001

10.002 10.003
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

BREAK RM & RECEPTION
A-1-402
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

KEYNOTE

05.001 (SS-1) STAINLESS STEEL BACKSPLASH, SEE FINISH SCHEDULE

05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH

SCHEDULE

06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE

06.006 BUILT-IN CASEWORK, STAINLESS STEEL COUNTER

06.007

06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED

06.013 UPPER CABINETS, PLASTIC LAMINATE FINISH - WHITE

06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE

10.002 MEDAL SHELF STORAGE UNIT (72"L X 18"D X 84"H)

10.003 MEDAL SHELF STORAGE UNIT (48"L X 18"D X 84"H)

11.001 (N) DISHWASHER

11.002 (N) MICROWAVE

11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE

11.004 (N) ELECTRIC RANGE OVEN WITH FRONT MOUNTED CONTROLS

11.005 (N) COFFEE MACHINE

11.009 (N) DUCTED COMMERCIAL-GRADE RANGE HOOD. PROVIDE REMOTE HOOD

SWITCH AT ACCESSIBLE REACH HEIGHT

11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER

11.016 PAPER SHREDDER

12.005 PLASTIC LAMINATE COUNTERTOP
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: F4/ A-1-401 1/2" = 1'-0"
BREAK ROOM - NORTH ELEVATION N4
RE: A4/ A-1-402 1/2" = 1'-0"
BREAKROOM ISLAND - SOUTH ELEVATION K4
RE: A4/ A-1-402 1/2" = 1'-0"
BREAKROOM ISLAND- NORTH ELEVATION G4
RE: A4/ A-1-402 1/2" = 1'-0"
BREAKROOM ISLAND - WEST ELEVATION G9
RE: A4/ A-1-402 1/2" = 1'-0"
BREAKROOM ISLAND - EAST ELEVATION K9
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED PLAN - BREAK ROOM A4

PROJECT
NORTH
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM STORAGE - SOUTH ELEVATION G13
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM STORAGE - WEST ELEVATION K18
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM STORAGE - NORTH ELEVATION K13
RE: D1/ A-1-121 1/2" = 1'-0"
GENERAL OFFICE STORAGE- SOUTH ELEVATION N13
RE: D1/ A-1-121 3/16" = 1'-0"
CLASSROOM STORAGE - EAST ELEVATION G18
201

10.012

08.006

08.006

09.006

09.001
8' - 0"
3' - 0" 5' - 0"
8' - 0"

09.006

09.015

09.001 09.008 09.008

10.012 10.012
ALIGN

09.001
8' - 0"
5' - 0"

09.006

27.001
12' - 0"
4' - 2 1/8"
4' - 0" 3' - 0"

09.006

09.006

09.014

08.006

09.001
3' - 0" 5' - 0"
8' - 0"

10.012
4' - 2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

10.012

TYPICAL

10.013 10.013
ALIGN

09.006

09.001

09.006

08.001
2' - 10"
A1
A-1-313

08.004 08.005

09.006

09.001

08.006

08.006

08.011

EXPOSED

STRUCTURE

09.015

09.015

09.008

09.006

09.001

09.008 09.001
3' - 0" 5' - 2"
8' - 2"

09.001 09.008

09.015 09.006
5' - 0"
8' - 0"

08.001

09.006
10' - 0"

EXPOSED
STRUCTURE3' - 0"

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

CLASSROOMS
A-1-403
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/4" = 1'-0"
SMALL CLASSROOM- EAST ELEVATION A4
RE: D1/ A-1-121 1/4" = 1'-0"
SMALL CLASSROOM- WEST ELEVATION E13
RE: D1/ A-1-121 1/4" = 1'-0"
101 SMALL CLASSROOM- NORTH E4
RE: D1/ A-1-121 1/4" = 1'-0"
SMALL CLASSROOM- SOUTH ELEVATION A13
RE: D1/ A-1-121 1/4" = 1'-0"
LARGE CLASSROOM- EAST ELEVATION N13
RE: D1/ A-1-121 1/4" = 1'-0"
LARGE CLASSROOM- NORTH ELEVATION J4
RE: D1/ A-1-121 1/4" = 1'-0"
LARGE CLASSROOM- SOUTH ELEVATION J13
RE: D1/ A-1-121 1/4" = 1'-0"
LARGE CLASSROOM- WEST ELEVATION N4

KEYNOTE

08.001 ROOF WINDOWS AND SKYLIGHTS

08.004 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING

08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH

CLEAR GLAZING, TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.011 PAINTED THREE PANEL SLIDING WOOD DOOR

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE

09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE

09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL-GREY, SEE FINISH SCHEDULE

09.015 (FWP-2) FABRIC WRAP ACOUSTICAL PANEL-RED, SEE FINISH SCHEDULE

10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH

STAND-OFFS

10.013 CUT MARKER BOARD AS REQUIRED FOR VIDEO MONITOR MOUNT TO ALLOW

MARKER BOARDS TO BE CONTINUOUS BEHIND

27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE
202

TURNOUT ROOM
1-108

1.D

1.5 1.5

1.E
M4 A-1-404
F11
M11
A11
A-1-404
F16

11.013

11.013

12.005

05.006

11.963

EXTRACTOR DRYER

11.023 11.022

11.013

09.007

09.001

EXPOSED

STRUCTURE
4' - 0"

06.016

05.002

11.014

EXPOSED

STRUCTURE

09.007 09.007

26.004

11.013

05.006 11.013

11.013 09.001

09.007

08.013

11.022
6' - 0"

05.006
13' - 0"

EXPOSED

STRUCTURE

26.004

EXPOSED

STRUCTURE

09.007

09.007

09.001

11.013

05.006 11.013

11.022 11.023

09.007

09.001

EXPOSED

STRUCTURE

08.013

09.001

11.013

09.007

26.004

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATIONS -

TURNOUT ROOM
A-1-404
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/4" = 1'-0"
ENLARGED TURNOUT ROOM PLAN - CLASSROOM BUILDING A4
RE: A4/ A-1-404 1/4" = 1'-0"
TURNOUT ROOM - WEST ELEVATION M4
RE: A4/ A-1-404 1/4" = 1'-0"
TURNOUT ROOM - SOUTH ELEVATION F11
RE: A4/ A-1-404 1/4" = 1'-0"
TURNOUT ROOM - EAST ELEVATION M11
RE: A4/ A-1-404 1/4" = 1'-0"
TURNOUT ROOM - NORTH ELEVATION A11
RE: A4/ A-1-404 1/4" = 1'-0"
TURNOUT ROOM - WASHER/DRYER - SOUTH ELEVATION F16

KEYNOTE

05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH

SCHEDULE

05.006 METAL FRAME SUPPORT FOR SHELVES, SSD

06.007

06.016 (LMT-2) PLASTIC LAMINATE - KENSINGTON MAPLE, SEE FINISH SCHEDULE

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

11.013 WALL-MOUNTED GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX

RECEPTACLE AT TOP SHELF TYP

11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER

11.022 LARGE HEAVY DUTY DRYER, AND EXTRACTOR. PROVIDE HOUSEKEEPING PAD AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS.

11.023 WALL MOUNT WATER HEATER

11.963

12.005 PLASTIC LAMINATE COUNTERTOP

26.004 LINEAR PENDANT LIGHTING TYP., S.E.D.
203

EXPOSED

STRUCTURE

09.007

09.001

08.032

06.002

08.004

09.007

09.001
16' - 0"
2' - 0"6" 7' - 6"

08.005

08.006

10.022

EXPOSED

STRUCTURE
8"

27.001

05.006

09.007
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

09.001

06.002

09.007

09.001

1.7 1.7

1.D

1.6 1.6

1.8 1.8

1.E

05.006

10.022

08.032
CL
16"

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

EXCERCISE ROOM
A-1-405
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-1-406 1/4" = 1'-0"
FITNESS ROOM- EAST ELEVATION N12
1/4" = 1'-0"
FITNESS ROOM- NORTH ELEVATION G14
1/4" = 1'-0"
FITNESS ROOM- WEST ELEVATION N4
1/4" = 1'-0"
FITNESS ROOM- SOUTH ELEVATION A14
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/4" = 1'-0"
ENLARGED PLAN - EXCERCISE RM A4

KEYNOTE

05.006 METAL FRAME SUPPORT FOR SHELVES, SSD

06.007

06.002 (X-2) EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - ACOUSTICAL

SPRAY, SEE FINISH SCHEDULE

08.004 PRE-FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING

08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH

CLEAR GLAZING, TYPICAL

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.032 PAINTED ROLL-UP INSULATED GLASS SECTIONAL DOOR 12' W X 10'H

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

10.022 WALL MOUNTED TEMPERED GLASS MIRROR SYSTEM, 36" TYP. WIDTH

27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE
204
LEV
T
TX2
T
1LRA
1LRB
TX1
EHL
LCP1
FACP
1HLA 1HDA
ATS2 ATS1 EHD
BUS ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

TELECOM/SERVER
CLOSET
1-110
MAIN
SWITCH
BOARD
5' - 11"

COVERED UTILITY
YARD
1-115

CORRIDOR B
1-103B

1.7 1.D

1.8 1.B

1.C

23.061

23.062

23.034
22 31

GENERATOR
WALL
MOUNT
BIKE
RACKS
(FOR MORE
INFORMATION S.E.D.)

05.011
(FOR MORE
INFORMATION S.L.V.D.)

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

UTILITY & OFFICE

STORAGE
A-1-406
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED PLANS - UTILITY ROOMS A4

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT

KEYNOTE

05.011 PAINTED STEEL COLUMN, S.S.D.
22 31 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D.

23.034 TEMPERATURE CONTROL PANEL, S.M.D.

23.061 CONDENSING UNIT, S.M.D.

23.062 EVAPORATOR DISCHARGE, S.M.D.
205

1.B

1.C
A-1-407
N13
N17 N8
N4
- - A-1-407 G17
A13 A-1-408
-
A4
-

LOCKER ROOM (MALE)
1-112

LOCKER ROOM (MALE)
1-112A
A-1-407 -
A13
A17
G13

10.023

10.023

10.028
CL 18"
CL
18"
CL 18"

10.007

10.005

10.005

10.005

10.006

22.047

10.030

10.019

10.021

22.050

10.007

10.026

10.006

22.047

22.049

10.023

10.021

09.007

09.001
27"
34"

22.047

10.030

10.006

10.019

09.007

09.007

10.023

09.031 09.032 09.007 09.001
40"
35"
CL
42"
48"
11"

09.007

09.031

09.032

10.005
6' - 4"

10.007
7' - 2"

09.007

10.019

10.006

10.030

22.047

09.032

09.031

09.032

09.007

09.031
10' - 0"

09.032

09.031

09.007

10.005
18"

09.032

09.031

09.007
33"

10.007

10.005

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

MALE LOCKER ROOM
A-1-407
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED MALE SHOWER AND RESTROOM A4
RE: A4/ A-1-407 1/2" = 1'-0"
MALE SHOWER AREA - EAST ELEVATION N8
RE: A4/ A-1-407 1/2" = 1'-0"
MALE SHOWER AREA - NORTH ELEVATION N13
RE: A4/ A-1-407 1/2" = 1'-0"
MALE SHOWER AREA - SOUTH ELEVATION N4
RE: A4/ A-1-407 1/2" = 1'-0"
MALE SHOWER AREA - WEST ELEVATION N17
RE: A4/ A-1-407 1/2" = 1'-0"
MALE ACCESSIBLE SHOWER - EAST G17
RE: A4/ A-1-407 1/2" = 1'-0"
MALE ACCESSIBLE SHOWER - NORTH G13
RE: A4/ A-1-407 1/2" = 1'-0"
MALE ACCESSIBLE SHOWER - WEST A17
RE: A4/ A-1-407 1/2" = 1'-0"
MALE ACCESSIBLE SHOWER - SOUTH A13

KEYNOTE

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

09.031 WALL TILE (T-1), SEE FINISH SCHEDULE

09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE

10.005 ADA SHOWER SEAT

10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN

10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH

REQUIREMENTS

10.019 RECTANGULAR MIRROR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM @ UNEVEN WALL FINISH FOR PLUMB INSTALLATION &

PROVIDE CONTINUOUS SEALANT AROUND PERIMETER

10.021 18" X 54" FULL LENGTH MIRROR WITH BOTTOM EDGE OF REFLECTIVE SURFACE LOCATED AT 20" MAX A.F.F.

10.023 WARM HAND DRYER

10.026 SURFACE-MOUNTED TOILET TISSUE DISPENSER

10.028 TRASH BIN

10.030 FIREPLACES AND STOVES

22.047 ACCESSIBLE SINK, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY

STANDARDS FOR MOUNTING REQUIREMENTS

22.049 URINAL, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR

MOUNTING REQUIREMENTS

22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY

STANDARDS FOR MOUNTING REQUIREMENTS
206
1-112A.1

09.032
135°

09.007

09.032 09.031 22.049

22.047

10.019

10.007

22.050

10.024

10.030

10.006

10.025

10.008

09.001

08.013

09.007

10.023

08.006
ALIGN

10.024
16' - 9 1/2"

09.031 09.032
135°
207"

10.028 09.001
CL
64"

09.007

06.042

09.007

09.007 09.001

06.042

06.042

09.007 09.001 06.042

09.007

08.013

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

MALE LOCKER ROOM
A-1-408
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: A4/ A-1-407 1/2" = 1'-0"
MALE RESTROOM - EAST ELEVATION A4
RE: A4/ A-1-407 1/2" = 1'-0"
MALE RESTROOM - WEST ELEVATION A13
RE: D1/ A-1-121 1/2" = 1'-0"
MALE LOCKER ROOM 112 - WEST ELEVATION G13
RE: D1/ A-1-121 1/2" = 1'-0"
MALE LOCKER ROOM 112 - NORTH ELEVATION N13
RE: D1/ A-1-121 1/2" = 1'-0"
MALE LOCKER ROOM 112 -SOUTH ELEVATION N4
RE: D1/ A-1-121 1/2" = 1'-0"
MALE LOCKER ROOM 112 - EAST ELEVATION G4

KEYNOTE

06.042

08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND

ELEVATIONS

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

09.031 WALL TILE (T-1), SEE FINISH SCHEDULE

09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE

10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN

10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH

REQUIREMENTS

10.008 VERTICLE GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND

LENGTH REQUIREMENTS

10.019 RECTANGULAR MIRROR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM @ UNEVEN WALL FINISH FOR PLUMB INSTALLATION &

PROVIDE CONTINUOUS SEALANT AROUND PERIMETER

10.023 WARM HAND DRYER

10.024 TOILET PARTITION, SEE FINISH SCHEDULE

10.025 BUILT-IN URINAL PATITION

10.028 TRASH BIN

10.030 FIREPLACES AND STOVES

22.047 ACCESSIBLE SINK, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY

STANDARDS FOR MOUNTING REQUIREMENTS

22.049 URINAL, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR

MOUNTING REQUIREMENTS

22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY

STANDARDS FOR MOUNTING REQUIREMENTS
207

1.5 1.5

1.6 1.6

1.B

1.C
N5 A-1-409 N4
G5
G17
A-1-409 A17
A13

LOCKER ROOM
(FEMALE)
1-111
N17 A-1-410 N8
N12
N4
A-1-411
J16

10.023

10.028
8' - 0"
3' - 4"

10.023

10.028

09.001

09.007

08.013

06.042

10.006

10.023

10.028

09.032 09.001

09.007

09.032

22.050
33"

22.050

10.007

22.050

09.032

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

WOMEN'S LOCKER ROOM
A-1-409
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

PROJECT
NORTH
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED MEN & WOMEN LOCKER/RESTROOM A4
Revision Number DATE ISSUE DESCRIPTION
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM 111 - WEST ELEVATION N5
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM 111 - EAST ELEVATION N4
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM 111 - NORTH ELEVATION G17
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM 111 - SOUTH ELEVATION G5
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE RESTROOM - NORTH ELEVATION A13
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE RESTROOM - EAST ELEVATION A17

KEYNOTE

06.042

08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE

09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE

09.007 (PT-2) WALL PAINT, SEMI-GLOSS, SEE FINISH SCHEDULE

09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE

10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN

10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH

REQUIREMENTS

10.023 WARM HAND DRYER

10.028 TRASH BIN

22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY

STANDARDS FOR MOUNTING REQUIREMENTS

DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
208

1.D
A-1-410
A14
H4 H9
H14
A-1-410
N8
N12
N17
N4
SIM
A13 A-1-409
A17
SIM
CLR
1' - 8 1/4"

10.023
x10.025

10.051

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

ALL GENDER ROOM
A-1-410
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED PLANS - ALL GENDER ROOM A4
RE: A4/ A-1-410 1/2" = 1'-0"
ALL GENDER LOCKER RM - WEST ELEV H4
RE: A4/ A-1-404 1/2" = 1'-0"
ALL GENDER LOCKER ROOM - NORTH ELEVATION H14
RE: A4/ A-1-410 1/2" = 1'-0"
ALL GENDER LOCKER RM - EAST ELEV H9
RE: A4/ A-1-404 1/2" = 1'-0"
ALL GENDER LOCKER ROOM - SOUTH ELEVATION A14
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM - NORTH ELEVATION N4
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM - EAST ELEVATION N8
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM - WEST ELEVATION N17
RE: A4/ A-1-409 1/2" = 1'-0"
FEMALE LOCKER ROOM - SOUTH ELEVATION N12

KEYNOTE

10.023 WARM HAND DRYER

10.051 METAL LOCKERS WITH SOFT-CLOSER HARDWARE; WITH 110V DUPLEX RECEPTACLE POWER ON TOP SHELF TYP; 5% BUT NOT LESS THAN ONE (1) TO BE ACCESSIBLE PER CBC 11B-222.1
x10.025 SURFACE-MOUNTED COMBINATION PAPER TOWEL AND WASTE DISPOSAL UNIT, SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM

AT UNEVEN WALL FINISHES FOR PLUMB INSTALLATION & PROVIDE

CONTINUOUS SEALANT AROUND PERIMETER
209

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

1.4 1.D

1.3 A-1-411 F16
A11
E11
A16
A-1-411 J4

GENERAL NOTES

1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE
AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET,
SINK SOAP DISPENSER.

2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION

3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH

SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE

4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES

5. SEE A-1-931 FOR FLOOR FINISH PLAN

GLAZING
LEGEND

08.003 KEYNOTE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED PLAN &

INTERIOR ELEVATION -

PUBLIC & JANITOR RM
A-1-411
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: D1/ A-1-121 1/2" = 1'-0"
ENLARGED PLANS - PUBLIC RESTROOM & JANITOR RM A4
RE: A4/ A-1-411 1/2" = 1'-0"
PUBLIC RESTROOM - NORTH ELEVATION A11
RE: A4/ A-1-411 1/2" = 1'-0"
PUBLIC RESTROOM - SOUTH ELEVATION A16
RE: A4/ A-1-411 1/2" = 1'-0"
PUBLIC RESTROOM - WEST ELEVATION E11
RE: A4/ A-1-411 1/2" = 1'-0"
PUBLIC RESTROOM - EAST ELEVATION F16
RE: A4/ A-1-411 1/2" = 1'-0"
JANITOR CLOSET - EAST ELEVATION J4
RE: A4/ A-1-406 1/2" = 1'-0"
DRINKING FOUNTAIN J16

KEYNOTE
210
1-ROOF
13' - 0"

STUCCO CASING BEAD

CONTINUOUS HEAD FLASHING
W/END DAMS @ JAMS
3-COAT STUCCO O/SELFFURRING LATH (CP-1)
WRB

SELF ADHERED FLEXIBLE

FLASHING

BACKER ROD AND SEALANT

METAL SOFFIT

ALUMINUM STOREFRONT WINDOW
w/ 1" INSULATED GLAZING UNITS

SUSPENDED INTERIOR

GYPSUM CEILING

PV PANELS O/RACKING WITH

CLIPS TO ROOF STANDING

SEAMS, TYP

STANDING SEAM METAL ROOF
SYSTEM (R-1)
HAT CHANNELS @ 12" O.C.

PRE-FINISHED 18GA GSM
GUTTER TO MATCH R-1
2x12 TOP CHORD TRUSS EAVE

EXTENSION, SSD

PRE-FINISHED METAL SOFFIT

PREFINISHED RAINWATER
LEADER

GYPSUM CEILING, CONTINUOUS

SLOPE ALONG WINDOWS
A-1-801
N1
SUSPENDED 2X FRAMING TO

SUPPORT SOFFIT AS REQ'D

1.A 1.B

WEATHER-RESISTANT BARRIER
(WRB) SHOWN DASHED,TYP.
2X6 WOOD FRAMING, SSD
6" BATT INSULATION
(MIN. R= 21)

VAPOR BARRIER,
SHOWN DASHED, TYP.
5/8" GWB. FINISH
AS SCHED.

ALUMINUM COMPOSITE METAL
PANEL (MP-2)
1-1/2" 16GA GALV. Z-GIRT
@ 16"0.C. MIN
1/2" EXTERIOR PLYWOOD

SHEATHING
9" MIN. STRIP OF SAF AT ALL

FASTENER PENETRATIONS,

TRANSITIONS, TYP
1-1/2" RIGID CONT'
INSULATION (MIN R=7)
1 1/2"
1/2"
5 1/2"
5/8"

FASTEN DRAINAGE & VENTILATION

MAT PER MFR REQUIREMENTS
7/8" CEMENT PLASTER, O/LATH,
O/1/8" DRAINAGE MAT (CP-1)

ALUMINUM CASING WEEP BEAD
COIL COATED 18GA GSM DRIP
FLASHING, MATCH METAL PANEL1/2"
4 1/4"
7/8"
1/8"
1 1/2" 1/2" 5 1/2" 5/8"
9 1/8"
1/4" SHIMS, TYP

LAP WRB O/GSM

FLASHING, SAF
GRID

EXTERIOR INTERIOR

STUCCO BOTTOM
8'-0" AFF
2"
1"
10 1/8"

EXTERIOR INTERIOR
GRID

WINDOW SILL BOTTOM
8'-0" AFF
PREFINISHED SILL PAN w/END AND

BACK DAMS, COLOR TO MATCH METAL

PANEL FINISH

THERMALLY BROKEN

STOREFRONT WINDOW
BASIS OF DESIGN: KAWNEER 601T

LAP SILL FLASHING OVER

METAL PANEL RAINSCREEN

WEATHER RESISTANT

BARRIER (WRB)

RIGID INSULATION

PREFINISHED METAL JAMB,

FINISH TO MATCH

STOREFRONT FINISH

SELF-ADHERED MEMBRANE

FLASHING
1/2"
5 1/2"
5/8"
1"
2" 1 1/2"

ALUMINUM COMPOSITE METAL
PANEL (MP-2)

ALUMINUM COMPOSITE METAL
PANEL SYSTEM O/1 1/2" CON'T
INSULATION (MP-2)

PREFINISHED METAL COPING

CAP, CONTINUOUS CLEAT

SPRING LOCK, FINISH TO

MATCH METAL PANELS

PVC SINGLE PLY ROOFING

SYSTEM O/BONDING ADHESIVE,

O/PROTECTION BOARD,

O/TAPERED INSULATION, TYP
3/4" PLYWOOD DECK, SSD
1 3/4" X 16 LVL @ 24" OC

ROOF FRAMING, SSD

EXTERIOR SHEAR PLYWOOD

SHEATHING, SSD

WEATHER RESISTANT BARRIER (WRB)
6X10 BEAM, SSD
4"
GRID
1" 1/4" 1"
WALL BASE AS SCHED.
3/8" JOINT W/SEALANT
& BACKER ROD, TYP.
1X PT NAILER, TYP.
6" BATT INSULATION
(MIN. R= 21)

VAPOR BARRIER,
SHOWN DASHED, TYP.
5/8" GWB. FINISH
AS SCHED.

ALUMINUM COMPOSITE
METAL PANEL (MP-2)

WEATHER-RESISTANT BARRIER
(WRB) SHOWN DASHED,TYP.

LAP OVER FLASHING
2X6 WOOD FRAMING, SSD
1/2" EXTERIOR PLYWOOD

SHEATHING

COMPOSITE METAL PANEL SILL

JOINT/CLIP ASSEMBLY
(ELWARD), ON SHIM

FINISH AS REQ'D, SCD

CONCRETE CURB, SSD
18 GA GSM SILL FLASHING
(EP-1) SLOPE TO DRAIN, SET

OVER BED OF MASTIC

SAF, LAP UNDER GSM SILL

FLASHING, TYP

WATER STOP
3" LAP
CL
3 5/16" 5 1/4"
1-1/2" RIGID CONT'
INSULATION (MIN R-7)
SEE A6/A-1-802 FOR BELOW
4"

GRADE WATERPROOGING
GRID
1" 1/4"
WALL BASE AS SCHED.
3/8" JOINT W/SEALANT
& BACKER ROD, TYP.
1X PT NAILER, TYP.
6" BATT INSULATION
(MIN. R= 21)

VAPOR BARRIER,
SHOWN DASHED, TYP.
5/8" GWB. FINISH
AS SCHED.

WEATHER-RESISTANT BARRIER
(WRB) SHOWN DASHED,TYP.

LAP OVER FLASHING
2X6 WOOD FRAMING, SSD
1/2" EXTERIOR PLYWOOD

SHEATHING

FINISH AS REQ'D, SCD

CONCRETE CURB, SSD
18 GA GSM SILL FLASHING
(EP-1) SLOPE TO DRAIN, SET

OVER BED OF MASTIC

SAF, LAP UNDER GSM SILL

FLASHING, TYP

WATER STOP
3" LAP
CL
2 5/16" 5 1/4"
1-1/2" RIGID CONT'
INSULATION (MIN R=7)

FASTEN DRAINAGE & VENTILATION

MAT PER MFR REQUIREMENTS
7/8" CEMENT PLASTER, O/LATH,
O/1/8" DRAINAGE MAT (CP-1)

ALUMINUM CASING WEEP BEAD
1"
SEE A6/A-1-802 FOR BELOW

GRADE WATERPROOGING
6" BATT INSULATION
(MIN. R= 21)

VAPOR BARRIER,
SHOWN DASHED, TYP.
5/8" GWB. FINISH
AS SCHED.

WEATHER-RESISTANT BARRIER
(WRB) SHOWN DASHED,TYP.
2X6 WOOD FRAMING, SSD
1/2" EXTERIOR PLYWOOD

SHEATHING
1-1/2" RIGID CONT'
INSULATION (MIN R=7)

FASTEN DRAINAGE &

VENTILATION MAT PER MFR

REQUIREMENTS
7/8" CEMENT PLASTER, O/LATH,
O/1/8" DRAINAGE MAT (CP-1)

ALUMINUM CASING

WEEP BEAD
GRID
GUTTER STRAP @

EVERY OTHER RIB, TYP
18 GA GSM GUTTER,

COLOR TO MATCH
ROOFING (R-1), TYP

GSM STANDING SEAM
METAL ROOFING (R-1)

HIGH-TEMP ROOFING

UNDERLAYMENT, LAP
O/VERT. WRB
4"
10"

DOWNSPOUT BEYOND, SEE
EXT. ELEVATIONS
EXPOSED & PTD WD.

TRUSS, SSD
WHITE VAPOR BARRIER @

UNDERSIDE OF ROOF

BATT INSUL, LAP/SEAL TO

WALL VAPOR BARRIER

SUSPENDED CEILING

WO, SEE RCP
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR DETAILS
A-1-801
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A9/ A-1-312 1 1/2" = 1'-0"
ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOW HEAD A12 RE: G12/ A-1-301 3" = 1'-0"
STUCCO WALL / RAINSCREEN PANEL DETAIL F1
RE: A12/ A-1-801 3" = 1'-0"
WINDOW SILL / RAINSCREEN PANEL DETAIL N1
RE: A8/ A-1-311 1 1/2" = 1'-0"
ENLARGED WALL SECTION AT CLASSROOM TOWER ROOF L12
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
RE: A9/ A-1-312 3" = 1'-0"
METAL PANEL WALL BASE A1
RE: A8/ A-1-313 3" = 1'-0"
CEMENT PLASTER WALL BASE A6
RE: A8/ A-1-313 3" = 1'-0"
CEMENT PLASTER WALL EAVE F6
211
N1
A-1-802
8"
STANDING SEAM METAL ROOF (R-1)
HOLD-OFF B.O. METAL PANEL 8"

ABOVE ROOF FOR FLASHING
SLOPE B.O. PUNCHED OPENING 1/4"

PER FT TOWARDS ROOF
2 1/4" / 1'-0"
ACM METAL PANELS (MP-2)

1.B
K6
A-1-802
1/4" / 1'-0"
DEEP SILL SLOPED IN 2 DIRECTIONS:
1-SLOPE MATCHING STANDING SEAM
N/S ROOF SLOPE.
2-SLOPE 1/4" PER FT. AWAY FROM

WINDOW TOWARDS ROOF IN E/W
DIRECTION.

RAKE FLASHING
ACM PANEL SYSTEM (MP-2)
STANDING SEAM (R-1) BEYOND

SLOPED FRAMING (SISTER

FASTEN TO FLAT FRAMING)

RECESSED LINEAR

LIGHTING, SEE RCP

CEMENT PLASTER WALL BEYOND
ALUM. STOREFRONT, SEE SCHEDULE
1-ROOF
13' - 0"
3/4" EXTERIOR GRADE

PLYWOOD SHEATHING, SSD

CONCEALED ROOFING

PANEL CLIP

HIGH-TEMP ROOFING

UNDERLAYMENT

SEAM CAP TURNED DOWN IN
FIELD

WEATHER-RESISTANT

BARRIER (WRB) SHOWN

DASHED, TYP
2x6 WD STUDS FASTENED TO

ROOF JOISTS

SEAM CAP TURNED DOWN

IN FIELD

CONCEALED ROOFING

PANEL CLIP
7/8" CEMENT PLASTER,
O/LATH, O/1/8" DRAINAGE
MAT
3/4" EXTERIOR GRADE

PLYWOOD SHEATHING, SSD

PREFINISHED INTERLOCKING

METAL SOFFIT PANEL
2X SUSPENDED CEILING

FRAMING

LOBBY TOWER BEYOND

CUT & FORM STANDING SEAM

MAINTAINING CONTINUOUS

DOWNTURN APPEARANCE
2X12 EXTENDED TRUSS

TOP CHORD, SSD

1.A
3/4" EXTERIOR GRADE

PLYWOOD SHEATHING, SSD

CONCEALED ROOFING

PANEL CLIP
2x6 WD STUDS AND 3X SILL

PLATE ANCHORED TO CURB
7/8" CEMENT PLASTER,
O/LATH O/1/8"
DRAINAGE MAT (CP-1)
3/4" EXTERIOR GRADE

PLYWOOD SHEATHING

ALUMINUM CASING WEEP
BEAD

1.A
FP-01C
0' - 0"
FP-01C
0' - 0"
1" 1"

WEATHER-RESISTANT BARRIER
(WRB) SHOWN DASHED,TYP.

LAP OVER FLASHING

FINISH AS REQ'D, SCD
18 GA GSM SILL FLASHING
(EP-1) SLOPE TO DRAIN,

SET OVER BED OF MASTIC

SAF, LAP UNDER GSM SILL

FLASHING, TYP

STANDING SEAM METAL

ROOFING, INSTALLED

VERTICALLY, TYP
1"1"

SAF, LAP UNDER GSM SILL

FLASHING, TYP
18 GA GSM SILL FLASHING
(EP-1) SLOPE TO DRAIN,

SET OVER BED OF MASTIC

WEATHER-RESISTANT

BARRIER (WRB) SHOWN
DASHED,TYP. LAP OVER

FLASHING

FASTEN DRAINAGE &

VENTILATION MAT PER
MFR. REQUIREMENTS
ALIGN
3 9/16" 7"
15/16"
7' - 3 1/4"
K6
A-1-802
N1
A-1-802
3-COAT
STUCCO
6' - 9 1/4"

1.B
1/4"/FT2-1/4"/FT
14' - 0 1/2"
SLOPE
SLOPE

FULL/DEEP

METAL SILL PAN
o/EXTERIOR

SHEATHING

SILL FRAMING

1.4 DETAIL 1: TYP. BELOW GRADE WATERPROOFING
@ SOLID WALL
BITUTHENE 4000 WP
MEMBRANE, TYP.
1/4" PROTECTION BOARD: 1/4"

PROTECTION COURSE BY
W.R. MEADOWS OR EQ., TYP.
1/2" PT PLYWOOD, TYP.

CONC. FOUNDATION, SSD
18 GA. GSM SILL

FLASHING, SLOPED TO
DRAIN, EP-1 FINISH, TYP.

SEALANT O\COMPRESSIBLE
FILLER, O\FIBERBOARD, TYP.

FINISH AS REQ'D, SLD/SCD
SAF, SHOWN DASHED, TYP.

F.O. SLAB ALIGNS W/F.O.

FINISH, VARIES, TYP.

F.O. FINISH, SHOWN DASHED,
VARIES, ALIGN W/SLAB EDGE, TYP.

EXTERIOR
6"
VARIES
SEALANT OR MASTIC; TYP.

WRB, SHOWN DASHED, TYP.
18 GA. GSM SILL FLASHING,
EP-1 FINISH, TYP.

SEALANT O\COMPRESSIBLE
FILLER, O\FIBERBOARD, TYP.

FINISH AS REQ'D, SLD/SCD

SAF LAP OVER WP

MEMBRANE, SHOWN
DASHED, TYP.

EXTERIOR
ALUM. STOREFRONT
SYSTEM OR ALUM. DOOR AS

SCHEDULED
DETAIL 2: TYP. BELOW GRADE WATERPROOFING
@ STOREFRONT & NOTCHED SLAB
BITUTHENE 4000 WP
MEMBRANE.; TYP.
4" MIN.
18 GA. GSM SILL FLASHING,
EP-1 FINISH, TYP.

SEALANT O\COMPRESSIBLE
FILLER, O\FIBERBOARD, TYP.

FINISH AS REQ'D, SLD/SCD

SAF LAP OVER WP

MEMBRANE, SHOWN
DASHED, TYP.

EXTERIOR

HM DOOR AS SCHEDULED
DETAIL 3: TYP. BELOW GRADE WATERPROOFING
@ HM DOOR & NOTCHED SLAB
BITUTHENE 4000 WP
MEMBRANE, TYP.
4" MIN.
1/2" JOINT W/ SEALANT &

BACKER ROD, TYP
LAP BITUTHENE 4000 UNDER

BELOW SLAB VAPOR BARRIER
SYSTEM

UNDER SLAB VAPOR BARRIER
SYSTEM AS REQ.
1/2" MAX
SEE DETAIL 1 FOR ADDITIONAL

INFORMATION BELOW GRADE
SEE DETAIL 1 FOR ADDITIONAL

INFORMATION BELOW GRADE
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR DETAILS
A-1-802
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A1/ A-1-311 3/4" = 1'-0"
DEEP PUNCHED WINDOW ELEVATION K6
RE: A1/ A-1-802 3/4" = 1'-0"
SECTION THRU DEEP SILL PUNCHED WINDOW (OPP. HAND SIM.) N1 RE: A16/ A-1-312 3" = 1'-0"
ROOF WATERFALL KNEE @ STANDING SEAM ROOF EDGE K17
RE: A16/ A-1-312 3" = 1'-0"
WATERFALL STANDING SEAM ROOF BASE OF WALL A17
RE: A4/ A-2-201 3/4" = 1'-0"
DEEP PUNCHED WINDOW PLAN SECTION A1
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
3" = 1'-0"
BELOW GRADE WATERPROOFING A6
212

GSM RIDGE FLASHING

MANUFACTURED WOOD

TRUSSES, SSD
R30 BATT INSULATION, TYP.

PLYWOOD ROOF DECK, SSD

STANDING SEAM ROOFING
(R-1), TYP.

1.D

METAL ROOFING PANEL CLIP
SHOWN DASHED, TYP. FIX PANEL
END @ THIS LOCATION

CON'T SELF ADHERED VAPOR

PERMEABLE AIR BARRIER, TYP
ANCHOR @ 24" O.C.

EMBEDDED IN WALL, TYP.
1"⌀ STAINLESS STEEL STANDOFF

BACKPAINTED GLASS MARKER BOARD
PAINTED CONT. 2x2x1/4 STEEL ANGLE

FRAME ANCHORED TO WALL
W/ CONT. SEALANT @ PERIMETER
3/4" 1 1/2"
8" CMU WALL 1 1/4"
1"
CMU WALL w/ SOLID GROUT
GALV. 2" x 2" STEEL ANGLE (W/HPC)

ANCHORED TO TOP OF CMU WALL
GALV. 2" x 2" HSS INTERMEDIATE

SUPPORT (W/HPC)

GALVANIZED WELDED WIRE

MESH PANEL
GALV. 2" x 2" STEEL ANGLE (W/HPC)

ANCHORED TO METAL ROOF DECK

TRASH ENCLOSURE ROOF

ASSEMBLY
A
2" x 2" HSS
2" x 2" ANGLE, TYP.
(2) ROWS OF NON-CURING

BUTYL SEALANT APPLIED

BETWEEN VERTICAL PANEL
LEGS, TYP.

SEAM CAP. INSTALLER TO

TURN DOWN CAPS IN FIELD,
TYP.

ROOFING PANEL CLIP SHOWN
DASHED, TYP.

CUSTOM CONT. GSM GUTTER
W/ 2" GUTTER STRAP (@ 19"
O.C.), TYP.

GSM GUTTER OUTLET TUBE
SHOWN DASHED, TYP.
20GA GSM DOWNSPOUT, TYP. PTD

TO MATCH WALL, TYP
HOLD-DOWN CLEAT, TYP.

GSM PRE-FINISHED
FASCIA TRIM, TYP.

R30 RIGID INSULATION SET

BELOW PLYWOOD DECK
2X12 TRUSS TOP CHORD

EAVE EXTENSION, SSD
HIGH TEMP CONT. UNDERLAYMENT
PER ROOF MFRG., TYP
EDGE STIFFENER, TYP.

CONT. 20 GA. EAVE SUPPORT,
TYP.

CON'T 2X12 FASCIA BOARD
TYP.

GSM SOFFIT JAMB TRIM, TYP.

GSM SOFFIT, TYP.

GSM GUTTER ANGLE BRACKET
BASIS OF DESIGN:

Keith Panel Systems (KPS) System A w/ACM
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR DETAILS
A-1-803
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3" = 1'-0"
TYP. STANDING SEAM ALUM. ROOF RIDGE K6
3" = 1'-0"
SURFACE MOUNTED MARKER BOARD E12
RE: A4/ A -102 1 1/2" = 1'-0"
TRASH ENCLOSURE SCREEN A12
3" = 1'-0"
TYP. STANDING SEAM ALUM. ROOF @ LOW EDGE K12
3" = 1'-0"
STANDARD ALUMINUM COMPOSITE METAL PANEL DETAILS A1

VERTICAL JOINT

HORIZONTAL JOINT

OUTSIDE CORNER
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
213

ACOUSTICAL SEALANT,
TYP

METAL STUD, TYP

ACOUSTICAL BOX

PAD, TYP
5/8" TYPE X

GYPSUM BOARD
NOTE:

1. OFFSET BACK BOXES BY 16" MINIMUM
OFFSET JUNCTION BOXES INSET WALL PANEL (> 25 SQ. IN.)

DOUBLE STUD
INSET WALL PANEL (> 25 SQ. IN.)

SINGLE STUD

METAL STUD, TYP
1" MIN AIRSPACE
5/8" TYPE X GYPSUM

BOARD, TYP

RECESSED PANEL

BATT INSULATION, TYP

ACOUSTICAL SEALANT, TYP

CONDUIT

METAL STUD, TYP
1" MIN CLEARANCE

FILL WITH BATT

INSULATION

RECESSED PANEL

ACOUSTICAL SEALANT, TYP

CONDUIT

AS SCEDULED

PARTITION TYPE

SECTION VIEW

AS SCEDULED

PARTITION TYPE

SECTION VIEW

SECTION VIEW

AS SCHEDULED

PARTITION TYPE
1/4" GAP SEALED WITH

ACOUSTICAL CAULK
1/4"

ON BOTH SIDES
4" TO 8" TYP

PARTITION TYPE AS SCHEDULED

SUPPORT
CABLE TRAY PENETRATION PENETRATIONS ≥ 3" DIAMETER PENETRATIONS < 3" DIAMETER

SECTION VIEW SECTION VIEW

SECTION VIEW
NOTES:

1. AFTER CABLE PULL IS COMPLETE, FILL CONDUIT WITH SAFING INSULATION AND SEAL BOTH ENDS OF CONDUIT WITH FIRE-STOP FOAM SEALANT OR J.M. CLIPPER DUXEAL

2. ALTERNATIVELY, USE STI "NEZ" EZ-PATH OR HILTI CS-SL DEVICE.

CABLE TRAY CABLE TRAY (EXAMPLE)
1/4" GAP SEALED WITH

ACOUSTICAL CAULK, TYP

SLEEVE OR FRAMED OPENING

WITH CONDUIT(S)

PARTITION TYPE AS SCHEDULED

PARTITION TYPE AS SCHEDULED

SAFING BATT INSULATION

FOAM BACKER ROD

ACOUSTICAL CAULK

SUPPORT

ON BOTH SIDES
4" TO 8" TYP
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

INTERIOR DETAILS
A-1-832
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3" = 1'-0"
DV - TYPICAL ACOUSTICAL DETAIL @ WALL 1
3" = 1'-0"
DV - TYPICAL ACOUSTICAL DETAIL @ DUCT 2
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
214
1-FIRST LEVEL
0' - 0"

1.2 1.3 1.4
31' - 9 3/8"
8' - 0"
MS-1
IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1
T
IGU-1
T
IGU-1
T
1-FIRST LEVEL
0' - 0"
12' - 0"
4' - 0"
13' - 8 1/4"
MS-1
IGU-1 IGU-1 IGU-1 IGU-1 IGU-1
1-FIRST LEVEL
0' - 0"
8' - 0"
3' - 0"
MS-1
IGU-1
1-FIRST LEVEL
0' - 0"
2' - 9 1/2"
8' - 0"
MS-1
IGU-1
1-FIRST LEVEL
0' - 0"
IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1
16' - 0"
2' - 0"
10' - 0"
1-FIRST LEVEL
0' - 0"

1.4 10' - 1 1/4"
13' - 3 3/4"
6' - 11 1/4"
MS-1
IGU-1 IGU-1 IGU-1 IGU-1 IGU-1
1-FIRST LEVEL
0' - 0"
10' - 1 1/4"
6' - 11 1/4"
7' - 9 7/8"
MS-1
IGU-1 IGU-1 IGU-1
1-FIRST LEVEL
0' - 0"
6' - 3 7/8"
10' - 0"
2' - 2 9/16"
IGU-1 IGU-1 IGU-1
1-FIRST LEVEL
0' - 0"

1.7 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1
16' - 0"
2' - 0"
1-FIRST LEVEL
0' - 0"

1.6 7' - 1 1/8"
4' - 0"
12' - 0"
IGU-2 IGU-2
1-FIRST LEVEL
0' - 0"
8' - 6 1/4"
4' - 0"
12' - 0"
IGU-2 IGU-2 IGU-2
1-FIRST LEVEL
0' - 0"
15' - 10 3/8"
4' - 0"
12' - 0"
IGU-2 IGU-2 IGU-2 IGU-2 IGU-2 IGU-2

GENERAL NOTES

1. ALL WINDOW DIMENSIONS SHOWN ARE TO MINERAL-FIBER CEMENT PANEL JT. DIM. PT.'S, ROUGH OPENINGS. SEE EXTERIOR ELEVATIONS AND DETAILS. TO DETERMINE FRAME SIZE, UON.

2. SEE A-1-931 FOR INTERIOR FINISH SCHEDULE, INCLUDING SHADE CLOTH TYPES.

3. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF WINDOWS AND

STOREFRONTS

4. FROSTED GLAZING INDICATED BY HATCH, ALL OTHER STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZED, UON, TYP.

5. SEE A-1-921 FOR DOOR SCHEDULE

6. LOUVERS DIMENSIONED TO OPEN VENTILATED AREA; UON

7. PROVIDE TEMPERED GLAZING (IGU AND SINGLE PANE) AT ALL DOOR SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE. SEE

DESIGNATIONS ON INDIVIDUAL LITES

8. SEE TITLE 24 FORMS

9. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ:
- OVERALL U-FACTOR: 0.38
- OVERALL SHGC: 0.30
- OVERALL VT: 0.50

GLAZING LEGEND
IGU-1
CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE.

IGU-2
FROSTED INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. V1093 SIM SANDBLAST VIRASPAN AT INSIDE FACE.

GL-1
___MIN FIRE-RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT.

SUPERLITE IXL

SHADE TYPES
MS-1
MANUAL ROLLER SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH
MS-2
MOTORIZED ROLLER SHADE: MECHOSHADE MECHO5 SLIM POCKET
SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH
1-FIRST LEVEL
0' - 0"
9' - 7 1/8"
10' - 0"
IGU-1 IGU-1 IGU-1 IGU-1
IGU-1
T
IGU-1
T
1-ROOF
13' - 0"
9' - 5"
6' - 5 1/2"
3' - 5 1/4"
80°
4' - 7 1/2"
MS-2
IGU-1
1-ROOF
13' - 0"
3' - 5 7/8"
6' - 5 7/8"
4' - 8 1/8"
9' - 5 5/8"
80°
MS-2
IGU-1
1-FIRST LEVEL
0' - 0"
7' - 0"
8' - 0"
6' - 0" CLR
7' - 9 1/2" CLR
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

STOREFRONT

SCHEDULES -
CLASSROOM BLDG.

A-1-841
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
1/4" = 1'-0"
STOREFRONT - A2 09
1/4" = 1'-0"
STOREFRONT - B1 04
1/4" = 1'-0"
STOREFRONT - B2 K18
1/4" = 1'-0"
STOREFRONT - C1 K14
1/4" = 1'-0"
STOREFRONT - C2 K9
1/4" = 1'-0"
STOREFRONT - D K4
1/4" = 1'-0"
STOREFRONT - E F18
1/4" = 1'-0"
STOREFRONT - F F14
1/4" = 1'-0"
STOREFRONT - G F9
1/4" = 1'-0"
STOREFRONT - H F4
1/4" = 1'-0"
STOREFRONT - I A18
1/4" = 1'-0"
STOREFRONT - J A14
1/4" = 1'-0"
INTERIOR STOREFRONT - L A10
1/4" = 1'-0"
STOREFRONT - K1 A7
RE: A1/ A-1-802 1/4" = 1'-0"
STOREFRONT - K2 A4
1/4" = 1'-0"
STOREFRONT - A1 018
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
215

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS ON ONE SIDE
AND 1 LAYER ON THE OTHER SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES
2X WOOD STUD
WIDTH
WALL

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS EACH SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES
2X WOOD STUD
WIDTH
WALL
WIDTH
WALL

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 1 LAYER EACH SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD
WIDTH
WALL

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS ON ONE SIDE
AND 1 LAYER ON THE OTHER SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD
WIDTH
WALL

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS ON EACH SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 1 LAYER ON ONE SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD
WIDTH
WALL

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS ON ONE SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD
WIDTH
WALL

WALL WIDTH

ACOUSTIC INSULATION WHERE SCHEDULED
5/8" GWB - 2 LAYERS ON EACH SIDE

SEE FINISH SCHEDULE AND INTERIOR

ELEVATIONS FOR APPLIED FINISHES

METAL STUD
MIN. 1" GAP
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

PARTITION TYPES -
CLASSROOM BLDG.

A-1-901
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
CW BW
A
B
C
D
E
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
A1 4" 0' - 5 1/4"
A2 6" 0' - 7 1/4"
A3 4" 0' - 5 1/4"
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
B1 0' - 7 7/8"
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
D1 4" 0' - 4 5/8"
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
E1 6" 0' - 7 1/4"
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
BW16 5 1/2" 0' - 7 1/4" FULL-HEIGHT
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
CW16 5 1/2" 0' - 7 7/8" FULL-HEIGHT
WALL
TYPE
STUD

SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
C1 6" 0' - 8 1/2"
WALL

TYPE STUD SIZE WIDTH HEIGHT
FIRE

RATING STC COMMENTS
H1 4" 0' - 11 1/2"
H
216

PER SCHD
TYPE 1

SINGLE - FLUSH
DOOR

PER SCHEDULE
TYPE 8

DOUBLE - SLIDING

GLASS DOOR

PER SCHEDULE

PER SCHEDULE

PER SCHEDULE
6" 6"
6" 10"

PER SCHEDULE
TYPE 3A/3B

SINGLE - LITE FULL
3A: GLASS PANEL
3B: 1/4" ALUM. PANEL
T T T
10" 6"
6" 6" 6" 6"

PER SCHEDULE

PER SCHEDULE
TYPE 4A/4B

DOUBLE - LITE FULL
4A: GLASS PANEL
4B: 1/4" ALUM. PANEL
10" MIN
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE
TYPE 2

DOUBLE - FLUSH
DOOR

PER SCHEDULE

PER SCHEDULE
TYPE 7

THREE PANELS SLIDING DOOR

PER SCHEDULE

PER SCHEDULE
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE
LOUVERS, S.M.D.

DOOR TYPES

T T T T
T
L

TEMPERED GLAZING

LAMINATED GLAZING

DOOR GLAZING LEGEND
GLAZING NOTE:

SAFETY GLAZING MUST BE PROVIDED AT
HAZARDOUS LOCATIONS PER CBC 2406.4,

INCLUDING, BUT NOT LIMITED TO, GLAZING
WITHIN 18 INCHES OF A WALKING SURFACE,

GLAZING IN DOORS, AND WINDOWS ADJACENT
TO DOORS.

AL - ALUMINUM

ANO - ANODIZED

CG - COMMERCIAL GRADE

CR - CARD READER

I - INSTITUTIONAL GRADE

HM - HOLLOW METAL

P - PAINT

SC - SOLID CORE

ST - STAIN GRADE FINISH

WD - WOOD

SCHD - SCHEDULE

DOOR LEGEND
TYPE 6

GLAZED FOLDING WALL

PER SCHEDULE

T T T T T T T

PER SCHEDULE
TYPE 5

OVERHEAD SECTIONAL DOOR
(3) EQUAL PANELS

PER SCHEDULE

PER SCHEDULE

EQ EQ EQ EQ EQ
T T T
T T T
T T T

PER SCHD
TYPE 9

SINGLE - LOWER

LOUVER DOOR

PER SCHEDULE
TYPE 11
TRASH

ENCLOSURE GATE
TYPE 10

SINGLE - FULL SIDELIGHT -

FLUSH DOOR

AS SCHD

AS SCHD AS SCHD
T
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE

S SOLID PANEL
S
SSS
S S

DOOR NOTES

1. PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED.

2. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL)

3. FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE

INFORMATION, REFER TO ROOM DATA SHEETS AND
SPECIFICATION.

4. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE
ACTING DOOR IN TOWER BUILDING.

5. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME @
INTERIOR DOORS IN CLASSROOM BUILDING, TYP.

6. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE
BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT)
AND AN

7. AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR

EQUIVALENT)
*1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES,

FIELD PAINTED
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DOOR SCHEDULES -
CLASSROOM BLDG.

A-1-921
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
DOOR SCHEDULE - CLASSROOM BLDG.

From Room: Name DOOR NO.

FIRE
RATING
HW
SET

DOOR ACCESS

CONTROL TYPE

OPENING DOOR FRAME DETAILS

WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 1-CLASSROOM BUILDING
PUBLIC LOBBY 1-100.1 --- IG CR 4A 6' - 0" 7' - 9 1/2" 1 3/4" AL ANO AL AL AL EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) PUBLIC LOBBY 1-101.1 --- CG -- 8 13' - 11" 8' - 0" AL ANO AL AL AL LABORATORY-TESTED STOREFRONT SLIDER SYSTEM OR OPERABLE PARTITION WITH A MINIMUM RATED STC 37 OR

GREATER
TRAINING CLASSROOM-LARGE 1-102.1 --- CG -- 4A 6' - 0" 7' - 11" 1 3/4" AL ANO AL AL AL SOUND-GASKETED WITH OVERLAPPING ASTRAGAL SEAL (PEMKO 355_S OR EQUIVALENT) TRAINING CLASSROOM-LARGE 1-102.2 --- CG LOCK 3A 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR TRAINING CLASSROOM-LARGE 1-102.3 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED TRAINING CLASSROOM-LARGE 1-102.4 --- CG LOCK 6 16' - 0" 7' - 6" 2" WD ANO AL AL AL EXTERIOR, CONTACT MANUFACTURER FOR CONFIGURATION WITH CENTER SWING SLIDE AWAY DOOR TRAINING CLASSROOM-LARGE 1-102A.1 --- CG LOCK 7 10' - 0" 8' - 0" 1 1/2" WD ST HM HM HM CORRIDOR A 1-103A.1 --- CG CR 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) CORRIDOR B 1-103B.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM CORRIDOR B 1-103B.2 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) CORRIDOR C 1-103C.1 --- CG -- 2 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM CORRIDOR C 1-103C.2 --- CG CR 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) PUBLIC RESTROOM 1-104.1 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM JANITOR CLOSET 1-105.1 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TRAINERS/ADMIN OPEN OFFICE AREA 1-106.1 --- IG CR 10 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED TRAINERS/ADMIN OPEN OFFICE AREA 1-106A.1 --- IG CR 10 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED LOCKER ROOM (ALL GENDER) 1-107.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (ALL GENDER) 1-107.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (ALL GENDER) 1-107.3 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.3 --- CG LOCK 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR EXERCISE/FITNESS ROOM 1-109.1 --- CG -- 3A 3' - 0" 7' - 0" 1 3/4" AL P AL AL AL EXERCISE/FITNESS ROOM 1-109.2 --- CG -- 3A 3' - 0" 7' - 0" 1 3/4" AL P AL AL AL EXERCISE/FITNESS ROOM 1-109.3 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD P HM HM HM EXERCISE/FITNESS ROOM 1-109.4 --- CG LOCK 6 16' - 0" 7' - 6" 2" AL ANO AL AL AL EXTERIOR, CONTACT MANUFACTURER FOR CONFIGURATION WITH CENTER SWING SLIDE AWAY DOOR EXERCISE/FITNESS ROOM 1-109.5 --- CG LOCK 5 12' - 0" 10' - 0" 2 1/8" AL ANO HM HM HM TELECOM/SERVER CLOSET 1-110.1 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM LOCKER ROOM (FEMALE) 1-111.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (FEMALE) 1-111.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (MALE) 1-112.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (MALE) 1-112A.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM ELEC. MAIN PANEL ROOM 1-113.1 --- CG CR 9 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR MECH. ROOM 1-114.1 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR COVERED UTILITY YARD 1-115.1 --- CG CR 1 3' - 0" 7' - 2" 1 3/4" HM P HM HM HM EXTERIOR COVERED UTILITY YARD 1-115.2 --- CG CR 2 6' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR

DOOR SCHEDULE - SITE
From Room: Name
DOOR
NO.

FIRE
RATING
HW
SET

DOOR ACCESS

CONTROL
TYP
E

OPENING DOOR FRAME DETAILS

WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 0-SITE
TRASH ENCLOSURE 0-010.1 --- LOCK 11 19' - 1" 6' - 0" 3" EXTERIOR, SEE 0-A1.20 FOR MORE INFOMATION TRASH ENCLOSURE 0-010.2 --- LOCK 11 19' - 1" 6' - 0" 3" EXTERIOR, SEE 0-A1.20 FOR MORE INFOMATION Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
217
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FINISH SCHEDULES -
CLASSROOM BLDG.

A-1-931
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
ROOM FINISH SCHEDULE - CLASSROOM BLDG.

ROOM # ROOM NAME FLOOR FINISH BASE FINISH
WALLS

NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 1-CLASSROOM BUILDING
1-100 PUBLIC LOBBY CONC1 R1 G1/G4 FWP1/G1/G4 G1/G4/WIN FWP1/G1/G4 G1,AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100A RECEPTION AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-100B TRAINING COMMONS CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100C COMMONS/BREAKROOM CONC1 R1 PT-1 PT-1/FWP-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-101 TRAINING CLASSROOM - SMALL CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102 TRAINING CLASSROOM-LARGE CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102A LARGE CLASSROOM - STORAGE CONC1 R1 PT-1 PT-1 G1/G4 G1/G4 X1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103A CORRIDOR A CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103B CORRIDOR B CONC1 R1 PT-1 PT-1 PT-1 PT-1 X3 USE HIGH IMPACT RESISTANT GYP BOARD 1-103C CORRIDOR C CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-104 PUBLIC RESTROOM T3 T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE MOISTURE RESISTANT GYP BOARD 1-105 JANITOR CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-106 TRAINERS/ADMIN OPEN OFFICE AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106A TRAINING DEPUTY CHIEF OFFICE CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106B GEN OFFICE STORAGE CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 1-107 LOCKER ROOM (ALL GENDER) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-108 TURNOUT ROOM CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-108A EXTRACTOR/LAUNDRY AREA CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-109 EXERCISE/FITNESS ROOM R2 R1 PT-2 PT-2 PT-2 PT-2 X2 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-110 TELECOM/SERVER CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-111 LOCKER ROOM (FEMALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-112 LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-112A LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-113 ELEC. MAIN PANEL ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-114 MECH. ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-115 COVERED UTILITY YARD CONC2 - CMU-1 CMU-1 CMU-1 CMU-1 CLG3 FINISH SCHEDULE - INTERIOR - CLASSROOM BLDG.

Material: Material
Use MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE FLOOR
FLOOR CONC-1 SEALED POLISHED CONCRETE W/INTEGRAL COLOR W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) POLISHED SATIN, INTEGRAL COLOR FRENCH GRAY, 400 GRIT --- FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- FLOOR R-2 RESILIANT RUBBER ATHLETIC FLOORING ROPPE ROLLS, SQUARE EDGE TILES BLACK W/ #195 LIGHT GRAY PATTERN 24"X24"X3/8" FLOOR T-3 PORCELAIN FIELD TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" SLIP RESISTANT RATED

WALL BASE
WALL BASE R-1 RESILIENT WALL BASE ROPPE PINNACLE 150 DARK GRAY 4" H WALL BASE T-2 PORCELAIN TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" COVED BASE WALL
WALL PT-1 PAINT - WHITE - EGGSHELL DUNN EDWARDS DEHW01 ALMOND MILK, EGGSHELL FINISH --- WALL PT-2 PAINT - WHITE - SEMI-GLOSS DUNN EDWARDS DEHW01 ALMOND MILK, SEMI-GLOSS FINISH --- MOISTURE RESISTANT PAINT WALL PT-3 PAINT - RED DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- WALL PT-4 PAINT - SIMILAR TO TAUPE DUNN EDWARDS TBD MATCH EXTERIOR METAL PANEL --- FINAL COLOR TBD IN FIELD WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- WALL T-1 PORCELAIN FIELD TILE DALTILE PORTFOLIO SERIES WHITE PF02 6" x 24" SLIP RESISTANT RATED

CEILING
CEILING AC-1 ACOUSTIC CEILING TILE ARMSTRONG 1423 WHITE, 9/16" SLOT - 1/4"REVEAL NON-DIRECTIONAL FISSURED 24" X 48" GRID CEILING AC-2 PERFORATED GYPSUM BOARD CEILING PYROK VOGL FUGE, 8/10R DEHWO1, ALMOND MILK, EGGSHELL FINISH 8/18R HANDROLL PAINT APPLIED ONLY CEILING CLG-3 METAL SOFFIT PANEL SYSTEM GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" CEILING G-1 GYPSUM BOARD - EGGSHELL DUNN EDWARDS DEHW01 ALMOND MILK, EGGSHELL FINISH --- CEILING G-3 GYPSUM BOARD - SEMI-GLOSS DUNN EDWARDS DEHW01 ALMOND MILK, SEMI-GLOSS FINISH MOISTURE RESISTANT PAINT CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS CEILING X-2 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS -
ACOUSTICAL SPRAY DUNN EDWARDS DEHW01 ALMOND MILK, SEMI-GLOSS FINISH --- EXPOSED TRUSS CEILING X-3 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - PAINT DUNN EDWARDS DEHW01 ALMOND MILK, SEMI-GLOSS FINISH --- EXPOSED TRUSS

CASEWORK
CASEWORK LMT-1 PLASTIC LAMINATE - WHITE WILSONART D431-60 ALABASTER --- CASEWORK LMT-2 PLASTIC LAMINATE - KENSINGTON MAPLE WILSONART LAMINATE KENSINGTON MAPLE EXTERIOR CABINET FACE CASEWORK LMT-3 PLASTIC LAMINATE - RED WILSONART D12-60 REGIMENTAL RED, MATTE FINISH --- CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- CASEWORK SSM-1 SOLID SURFACE COUNTER - WHITE DUPONT CORIAN SNOW WHITE 1/2" THICK TYP COUNTERTOP UON CASEWORK SSM-2 SOLID SURFACE COUNTER - GREY DUPONT CORIAN CARBON AGGREGATE 1/2" THICK TYP COUNTERTOP UON

MISCELLANEOUS
MISCELLANEOUS FWP-1 FABRIC WRAP ACOUSTICAL PANEL-GREY SILENT SCAPE 36"X48" PANEL VERTE PAPIER 2"THICK ACOUSTICAL PANEL MISCELLANEOUS FWP-2 FABRIC WRAP ACOUSTICAL PANEL-RED MBI COLORSONIX GERANIUM 2084 FABRIC 2"THICK ACOUSTICAL PANEL MISCELLANEOUS TP-1 SOLID PLASTIC - CHARCOAL GREY ASI ACCURATE PARTITIONS SOLID PLASTICS CHARCOAL #9237 --- MISCELLANEOUS WS-2 BLACKOUT SHADECLOTH MECHOSHADES ECOVEIL SHADOW GREY 0970 1% OPENNESS FINISH SCHEDULE - CASEWORK & COUNTERTOPS - CLASSROOM BLDG.

ROOM NO. ROOM NAME
Casework Finish
Ext
Casework Finish
Int Casework Lock
Countertop
Material Casework Comment
1-100A RECEPTION AREA LMT-3 LMT-3 LMT-1
1-100C COMMONS/BREAKROOM LMT-3 LMT-3 SS-2
1-106 TRAINERS/ADMIN OPEN

OFFICE AREA
1-106A TRAINING DEPUTY CHIEF
OFFICE
1-106B GEN OFFICE STORAGE LMT-1 LMT-1 SSM-1
1-107 LOCKER ROOM (ALL GENDER) SSM-2
1-108 TURNOUT ROOM LMT-3 LMT-3 SSM-1
1-111 LOCKER ROOM (FEMALE) SSM-2
1-112A LOCKER ROOM (MALE) SSM-2
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
FINISH SCHEDULE - EXTERIOR - CLASSROOM BLDG.

MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE

EXTERIOR FINISH
CP-1 CEMENT PLASTER - PAINT DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- MP-2 ALUMINUM COMPOSITE PANELS KEITH PANEL SYSTEMS SYSTEM A ALUCOBOND: BEIGE VARIES, SEE ELEVATIONS FACADE
MP-3 PRE-FINISHED DARK METAL SIDING PANELS AND TRIM MATCH DARK MULLIONS ROOF
MP-1 PRE-FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12"

DOORS & WINDOWS
IGU-1 INSULATED GLASS UNIT - CLEAR VIRACON VE1 - 2M #2 AT OUTSIDE FACE
CRYSTAL GREY 1" THICK IGU
WIN-1 ALUMINUM STOREFRONT WINDOW SYSTEM KAWNEER TRIFAB 451-T, 1600 WALL SYSTEM
CHARCOAL GREY, ANODIZED FINISH 4 1/2" THICK, 2" MULLION

EXTERIOR PAINT
EP-1 HIGH PERFORMANCE COATING TNEMEC TRIFAB 451-T, 1600 WALL SYSTEM
MIDNIGHT OIL (1631), SEMI-GLOSS SMOOTH
FINISH

DARK BRONZE, ANODIZED FINISH COATING FOR STEEL PLATES, FENCES, GATES, STRUCTURAL STEEL, ETC.

WALL
CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE 218
UP
UP
UP
UP
UP
UP
J12A-2-201
J4A-2-201
A12A-2-201
A4A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
+1/8"
+1 1/4"
+0'-0"
NOTE:

THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB

HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL

RIDGE LINE FOR FLOOR SLOPE

EQ EQ EQ EQ EQ EQ EQ EQ
EQ EQ
EQ EQ

COMMERCIAL SPACE
2-101

COMMERCIAL SPACE
2-102

COMMERCIAL SPACE
2-103
+2 3/8"
+1/8"
+1 1/8"
+1/8"
+0'-0" +0'-0"
+2 3/8" +2 3/8"
+1 1/4" +1 1/4"
+1"
+1 1/4"
+7/8"
+1 1/8"
J13
A-2-301
J4
A-2-301
A4
A-2-301

07.065

03.033

03.034

08.015

2.A1 2.A1
J4zA-2-202
J12zA-2-202
A12zA-2-202
A4zA-2-202
- -

07.066 07.066
-
J12A-2-201
J4A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
62' - 0"
7' - 4" 21' - 0" 17' - 2" 23' - 10"
32' - 0"
1' - 4"
FSR
20' - 0" 12' - 8" 8' - 7 7/8"
A-2-701
O7
A-2-701
O18
20' - 8 1/4" 3 7/8" 2' - 6 1/4" 21' - 3 7/8"
6' - 0" 9' - 4" 5' - 4 1/4" 5' - 8" 8' - 8" 2' - 10" 5' - 11 7/8" 9' - 4" 6' - 0" 3' - 4" 7' - 4" 18' - 8" 13' - 4"
13' - 6 1/4" 3' - 4" 1' - 9 3/4"
1' - 3 7/8" 3' - 4" 15' - 4 1/4" 8' - 7 7/8" 3' - 4" 8 1/4" 12' - 1" 3' - 4" 1' - 9"
1' - 4" 3' - 4"
15' - 8" 11' - 0" 5' - 4"
18' - 8" 4' - 0" 9' - 4"

COMMERCIAL SPACE
2-101

COMMERCIAL SPACE
2-102

COMMERCIAL SPACE
2-103
2-101.2
2-102.4
2-103.2
2-104
2-102.22-102.3
STAIR #3-1F
2-104
X1
- CONC2
CMU-2
CMU-2
CMU-2CMU-2
J13
A-2-301
J4
A-2-301
A4
A-2-301

04.051

21.012

08.014

08.046
4' - 0" 8' - 0" 4' - 0"
8' - 0"
6' - 8" 4' - 0"
4' - 0" 4' - 0"
6' - 8" 4' - 0"

21.013

03.035

03.035

07.081
2' - 0 1/4"

21.016 21.015

21.011

2.A1 2.A1 2-101.1 2-103.1 2-102.1

08.046

08.046
J4zA-2-202
J12zA-2-202
zA-2-202
A4
-

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE SOLE

PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO

ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN

CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT

SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS.

4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK.

5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE

SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND

EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST

AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH.

6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS.

7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION,

INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION.

8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES

SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT
SPECIFICATIONS.

9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE.

1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS.

THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED.

2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS

THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS.

3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB
THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS.

4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE

A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP

OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS.

5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH.

6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN

OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR

STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL.

7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR

SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS.

GENERAL NOTES

08.003 KEYNOTE
106

APP BAY

ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND

WINDOW / STOREFRONT /

CURTAIN WALL TAG, SEE
A-### THROUGH A-###
CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS
& REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR THICKNESS & REINFORCING

ALUMINUM GRATED FLOORING

ASHPHALT SHINGLES

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FIRST LEVEL FLOOR

PLAN - TRAINING TOWER
A-2-121
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FIRST LEVEL DRAINAGE PLAN - TRAINING TOWER A4
RE: A4/ A-2-201 3/16" = 1'-0"
FIRST LEVEL FLOOR PLAN - TRAINING TOWER J4

KEYNOTE

03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL

03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP.

03.035 OUTLINE OF 4' X 8' OPENING IN SUSPENDED FLOOR SLAB ABOVE PER DETAIL 16/D-A9.30

04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO

STRUCTURAL CONCRETE SLAB, TYPICAL

07.065 EXTERIOR CLEAN-OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL

07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL

07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL

08.014 PAINTED HOLLOW METAL DOOR & FRAME

08.015 UNDER CUT DOOR TO ALLOW DRAINAGE, TYP.

08.046 PRE-FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH ENTRY DOOR AND SOLID ALUMINUM IN-FILL PANEL "GLAZING"

21.012 22" X 36" CLEAR SPACE FOR FALSE FIRE SPRINKLER RISER ASSEMBLY. SEE FIRE PROTECTION DRAWINGS.

21.013 WALL-MOUNTED FDC

21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION

21.016 DOUBLE-DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY

FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
219
DN UP
DN
UP
DN UP
DN
UP
J12A-2-201
J4A-2-201
A12A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
62' - 0"
21' - 0" 17' - 2" 23' - 10"
32' - 0"
3' - 0"
FSR
10' - 4" 6' - 10" 15' - 2 1/4" 8' - 7 7/8" 5' - 4" 8' - 7 7/8" 4' - 8" A-2-701
K1
A-2-701
K7
A-2-701
K18
18' - 7 7/8" 13' - 4 1/4"
15' - 2 1/4"
4' - 4" 5' - 4" 11' - 0" 15' - 8"
13' - 11 7/8"
1' - 3 7/8" 3' - 4" 9' - 4"
4' - 8 1/4" 16' - 3 7/8"
1' - 3 7/8" 3' - 4" 1' - 4" 4' - 0" 6' - 4" 5' - 0" 3' - 4" 2' - 8" 4' - 0" 2' - 2" 9' - 2" 4' - 0" 1' - 4" 3' - 4" 6' - 0" HALL
2-201

MOTEL ROOM
2-202

MOTEL ROOM
2-203

MOTEL ROOM
2-204

APARTMENT
2-206
ATTIC
2-207
J13
A-2-301
J4
A-2-301
A4
A-2-301
2-201.1
2-206.2

21.011
4' - 0" 4' - 8 1/4" 4' - 0"
8' - 8"
4' - 0" 4' - 0" 5' - 4"
6' - 0" 4' - 0"
4' - 0" 10' - 0"
4' - 0" 6' - 8" 4' - 0 1/4"
6"
4' - 0"
6' - 8" 4' - 0"
8' - 8" 4' - 0"
5' - 4" 8' - 0" 8' - 8" 8' - 0" 1' - 4" 1' - 8" 4' - 0"

08.034

08.034
CL
3' - 8"
CL
5' - 8"

04.051
EQEQ

11.093

03.036
EQ EQ

11.093

11.094

05.052

07.081

05.052

08.035 08.035

08.037
4' - 0"
3' - 4 1/4"
(2) 3080 DRS(2) 3080 DRS
(1) 3080 DR(1) 4080 DR(1) 3080 DR(1) 4080 DR

13.011 13.011
4' - 0" 2' - 6"

2.A1 STAIR #3-2F 2.A1
2-205
2-B
2-A
1-B
2-A 2-A
2-A
2-202.2
2-203.2
2-204.2
2-201.2
2-202.1
2-207
2-206.1
2-203.12-204.1
J4zA-2-202
J12zA-2-202
A12zA-2-202
A4zA-2-202

05.056 05.056
-
J12A-2-201
J4A-2-201
A12A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
FSR

RIDGE LINE FOR FLOOR SLOPE
+2 3/8"
+1/8"
+0'-0" +1/8"
+5/8"
+1/2" +1/2" +1/4"
+3/8"
+5/8"
+1/2"
+2 3/8"
+5/8" +5/8"
+0'-0"
+3/4"
+0'-0" +1/8"
+1/8"
NOTE:

THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB

HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL
HALL
2-201

MOTEL ROOM
2-202

MOTEL ROOM
2-203

MOTEL ROOM
2-204
STAIR #3-2F
2-205

APARTMENT
2-206
ATTIC
2-207
J13
A-2-301
J4
A-2-301
A4
A-2-301

07.065

03.033

03.034
5' - 10" 4' - 5" 7' - 3"

07.065

EQ EQ EQ EQ EQ EQ
2' - 4" 10' - 8" 10' - 8" 15' - 2"

03.033

2.A1 2.A1
4"
4 A-2-921
A-2-921
3 A-2-921 2
-
---
J4zA-2-202
J12zA-2-202
A12zA-2-202
A4zA-2-202

07.066

07.066

07.066 08.034

08.034

07.066

07.066 07.066
-

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE SOLE

PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO

ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN

CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT

SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS.

4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK.

5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE

SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND

EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST

AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH.

6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS.

7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION,

INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION.

8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES

SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT
SPECIFICATIONS.

9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE.

1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS.

THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED.

2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS

THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS.

3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB
THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS.

4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE

A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP

OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS.

5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH.

6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN

OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR

STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL.

7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR

SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS.

GENERAL NOTES

08.003 KEYNOTE
106

APP BAY

ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND

WINDOW / STOREFRONT /

CURTAIN WALL TAG, SEE
A-### THROUGH A-###
CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS
& REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR THICKNESS & REINFORCING

ALUMINUM GRATED FLOORING

ASHPHALT SHINGLES

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SECOND LEVEL FLOOR

PLAN - TRAINING TOWER
A-2-122
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A1/ A-1-311 3/16" = 1'-0"
SECOND LEVEL FLOOR PLAN - TRAINING TOWER J4
RE: A1/ A-1-311 3/16" = 1'-0"
SECOND LEVEL DRAINAGE PLAN - TRAINING TOWER A4

KEYNOTE

03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL

03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP.

03.036 OUTLINE OF 4' X 4' OPENING IN SUSPENDED FLOOR SLAB ABOVE PER DETAIL 28/D-A9.30

04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO

STRUCTURAL CONCRETE SLAB, TYPICAL

05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

07.065 EXTERIOR CLEAN-OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL

07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL

07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL

08.034 4' X 4' BREACH PANEL OPENING AT FLOOR LEVEL PER DETAIL 17/D-A9.31

08.035 4' X 8' CEILING BREACH PROP

08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND

CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED

CONCRETE FLOOR SLAB SURFACE

11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D.

11.094 SWIVEL WALL ANCHOR POINT ABOVE OPENING HEAD ON EXTERIOR

13.011 DOOR PANELS WITH SLIDING DOOR HARDWARE PER DETAIL 7/D-A9.32 FOR

CONSTRUCTION OF INTERCHANGEABLE TRAINING WALLS

21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
220
DN
DN
J12A-2-201
J4A-2-201
A12A-2-201
A4A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
62' - 0"
21' - 0" 17' - 2" 23' - 10"
32' - 0"

OPEN ROOF

SURFACE
4:128:12
FSR
18' - 7 7/8" 13' - 4 1/4"
1' - 4" O.H. 14' - 8" 16' - 0" 7' - 6" 3' - 10" 8' - 0" 12' - 0" 4' - 0"

CANTILEVERED BALCONY
A-2-701
F7
A-2-701
O14
4' - 2 1/4" 4' - 0" 7' - 4" 4' - 0" 4' - 3 7/8"
13' - 4 1/4"
5' - 2" 5' - 4" 13' - 4"
1' - 8" 2' - 8" 4' - 0" 4' - 0" 9' - 0" 4' - 0" 6' - 8" 2' - 4" O.H. 6" O.H.
13' - 8" 18' - 4"
2' - 0" 16' - 4"
1' - 4" O.H.

STAIR #3-3F
2-301

APARTMENT
2-302
J13
A-2-301
J4
A-2-301
A4
A-2-301

05.053

05.056

11.093

11.093
4' - 0"

08.037 3' - 4 1/4"

11.093

07.081

04.051

05.052

06.011 06.011

07.031 07.031

07.033

11.906

21.011
32' - 10"
8' - 0"

06.012 05.041
8:12

07.032

04.022

04.022

05.058
7' - 4" 10' - 0" 3' - 8"

05.053

2.A1 2.A1
2-B
2-A 2-B
2-B
2-A
2-301
2-302.1
2-302.2
J4zA-2-202
J12zA-2-202
A12zA-2-202
A4zA-2-202
J12A-2-201
J4A-2-201
A12A-2-201
A4A-2-201

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A

OPEN TO BELOW OPEN TO BELOW
FSR

RIDGE LINE FOR FLOOR SLOPE
+1/8"
+1 1/4"
+0'-0"
+1/8"
+2 3/8"
+1 1/4" +1 1/4" +1 1/4" +1 1/4"
+2 3/8" +2 3/8"
+1 3/4" +1 3/4"
EQ EQ
STAIR #3-3F
2-301

APARTMENT
2-302
J13
A-2-301
J4
A-2-301
A4
A-2-301
3' - 0" 6' - 6" 7' - 10" 3' - 8" 10' - 0" 7' - 2" 23' - 10"

03.033

03.034

03.034

07.065
-1/2"

08.036
8' - 8"
4' - 0"
4' - 0" 2' - 8"

05.042
8' - 0" 15' - 4" 7' - 4"

07.065

07.081

2.A1 2.A1
J4zA-2-202
J12zA-2-202
A12zA-2-202
A4zA-2-202

07.066

07.066

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE SOLE

PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO

ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN

CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT

SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS.

4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK.

5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE

SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND

EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST

AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH.

6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS.

7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION,

INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION.

8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES

SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT
SPECIFICATIONS.

9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE.

1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS.

THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED.

2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS

THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS.

3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB
THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS.

4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE

A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP

OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS.

5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH.

6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN

OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR

STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL.

7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR

SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS.

GENERAL NOTES

08.003 KEYNOTE
106

APP BAY

ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND

WINDOW / STOREFRONT /

CURTAIN WALL TAG, SEE
A-### THROUGH A-###
CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS
& REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR THICKNESS & REINFORCING

ALUMINUM GRATED FLOORING

ASHPHALT SHINGLES

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

THIRD LEVEL FLOOR

PLAN - TRAINING TOWER
A-2-123
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
THIRD LEVEL FLOOR PLAN - TRAINING TOWER J4
RE: A4/ A-2-201 3/16" = 1'-0"
THIRD LEVEL DRAINAGE PLAN - TRAINING TOWER A4

KEYNOTE

03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL

03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP.

04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL

04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO

STRUCTURAL CONCRETE SLAB, TYPICAL

05.041 INFILL NORTH SIDE OF ATTIC SPACE ABOVE CUT DOWN ROOF ASSEMBLY WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF

05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF

05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32

06.011 8' X 8' ROOF VENTILATION CUT-DOWN PANEL AREA PER DETAIL 7/D-A9.30

06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE-HUNG OFF CONCRETE CURBS @ 8'-0" O.C., S.S.D.

07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO

CONCRETE ROOF SLAB

07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D.

07.033 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL

07.065 EXTERIOR CLEAN-OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL

07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL

07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL

08.036 4' X 4' CEILING BREACH PROP

08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND

CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED

CONCRETE FLOOR SLAB SURFACE

11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D.

11.906 OUTLINE OF 8' X 8' SHADE TENT. PROVIDE THREADED INSERTS EMBEDDED IN SLAB PER DETAIL 30/D-A9.30 AT TENT CORNERS FOR ANCHORAGE

21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
221
J4A-2-201

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A

OPEN ROOF

SURFACE
32' - 0"
23' - 10"
FSR
18' - 8" 13' - 4" 1' - 4" O.H.
9 7/8" 15' - 2" 8' - 8"
A-2-701
O10
STAIR #3-5F
2-501
2' - 2" O.H. 1' - 4" O.H.
18' - 8" 13' - 4"
3' - 6"
J4
A-2-301
A4
A-2-301

05.075
4' - 0"
3' - 4"

08.037

07.032

04.022

11.093
2' - 2"

11.095
3' - 0" 12' - 8" 2' - 11 7/8"

11.095
EQ EQ 5' - 6" 1' - 6"

11.095
6:12

07.033
6' - 6"

11.095

21.011

2.A1 2.A1
2-501
2' - 0"
J4zA-2-202
zA-2-202
J12
zA-2-202
A4
zA-2-202
A12
-
J4A-2-201

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
FSR
STAIR #3-5F
2-501

RIDGE LINE FOR FLOOR SLOPE
+1/8"
+1 1/4" +1 1/4"
+2 3/8"
NOTE:

THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB

HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL
J4
A-2-301
A4
A-2-301
23' - 10"

03.033

03.034

2.A1 2.A1
J4zA-2-202

07.066

05.075
zA-2-202
J12
zA-2-202
A4
zA-2-202
A12
-

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
FSR
STAIR #3-4F
2-401

APARTMENT
2-402

RIDGE LINE FOR FLOOR SLOPE
+1/8"
+2 3/8"
+1 1/4" +1 1/4"
+2 3/8"
NOTE:

THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB

HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL
J4
A-2-301
A4
A-2-301
CLCL
10" 2' - 6" 9' - 4" 3' - 4"

07.065 +0'-0"

03.033

03.034
23' - 10"

2.A1 2.A1
A-2-921 1

07.066
zA-2-202
J4
zA-2-202
J12
zA-2-202
A4
zA-2-202
A12

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
23' - 10"
32' - 0"
FSR

CANTILEVERED BALCONY
12' - 0" 8' - 0" 12' - 0"
4' - 10"
A-2-701
K14 18' - 7 7/8" 13' - 4 1/4"
4' - 0 1/4" 4' - 0" 5' - 4"
3' - 10" 4' - 0" 7' - 4" 4' - 0" 4' - 8"
15' - 2 1/4" 8' - 7 7/8"
5' - 10" 4' - 0" 5' - 4 1/4"
8' - 0" 3' - 4" 3' - 0" 5' - 4" 1' - 0" 3' - 4" 8' - 0" STAIR #3-4F
2-401

APARTMENT
2-402
J4
A-2-301
A4
A-2-301
4' - 0"

04.051

07.081

11.093

21.011

11.093

21.014
2' - 4 1/4"

05.053

05.056
4' - 0"
3' - 4 1/4" 08.037
2-B

07.081
INWARD

SWINGING
INWARD

SWINGING
INWARD

SWINGING

2.A1 2.A1
10"
2-B
1-A
1-A
2-A 2-B
2-401
2-402
zA-2-202
J4
zA-2-202
J12
zA-2-202
A4
zA-2-202
A12

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE SOLE

PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO

ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN

CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT

SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS.

4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK.

5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE

SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND

EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST

AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH.

6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS.

7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION,

INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION.

8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES

SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT
SPECIFICATIONS.

9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE.

1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS.

THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED.

2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS

THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS.

3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB
THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS.

4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE

A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP

OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS.

5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH.

6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN

OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR

STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL.

7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR

SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS.

GENERAL NOTES

08.003 KEYNOTE
106

APP BAY

ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND

WINDOW / STOREFRONT /

CURTAIN WALL TAG, SEE
A-### THROUGH A-###
CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS
& REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR THICKNESS & REINFORCING

ALUMINUM GRATED FLOORING

ASHPHALT SHINGLES

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FOURTH & FIFTH LEVEL

FLOOR PLANS -

TRAINING TOWER
A-2-124
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FIFTH LEVEL FLOOR PLAN - TRAINING TOWER J13
RE: A4/ A-2-201 3/16" = 1'-0"
FIFTH LEVEL DRAINAGE PLAN - TRAINING TOWER A13
RE: A4/ A-2-201 3/16" = 1'-0"
FOURTH LEVEL DRAINAGE PLAN - TRAINING TOWER A4
RE: A4/ A-2-201 3/16" = 1'-0"
FOURTH LEVEL FLOOR PLAN - TRAINING TOWER J4

KEYNOTE

03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL

03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP.

04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL

04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO

STRUCTURAL CONCRETE SLAB, TYPICAL

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH LEVEL TO ROOF OVER STAIR #3

07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D.

07.033 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL

07.065 EXTERIOR CLEAN-OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL

07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL

07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL

08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND

CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED

CONCRETE FLOOR SLAB SURFACE

11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D.

11.095 SWIVEL FLOOR ANCHOR POINT

21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS

21.014 APPROXIMATE LOCATION OF OVERHEAD FIRE SPRINKLER LATERAL WITH STANDING-HEIGHT SHUT-OFF VALVE IN STAIR 3, SEE FIRE PROTECTION DRAWINGS.

Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
222
CONCRETE WALL or COLUMN,
S.S.D. FOR THICKNESS & REINFORCING
SPLIT FACE CMU WALL, S.S.D. FOR

THICKNESS & REINFORCING

FIRE BRICK LINING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR

THICKNESS & REINFORCING

EXPOSED CONCRETE

THERMAL LINER PANELS

PREFINISHED METAL SOFFIT PANELS
LEGEND

2.1 2.2 2.3 2.4

2.B

2.A
J13
A-2-301
J4
A-2-301
A4
A-2-301

07.082
A-2-801
16 A-2-801
16 08.035 08.035

13.013

13.013

2.A1
11' - 7 1/2"
11' - 4" 12' - 8"
4' - 8" 4' - 0" 4' - 4" 14' - 11 1/2"

2.1 2.2 2.3 2.4

2.B

2.A
J13
A-2-301
J4
A-2-301
A4
A-2-301

07.082

07.082

13.012

08.036
A-2-801
28 2.A1

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE

SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED

TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT

DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FIRST & SECOND LEVEL

RCP - TOWER BUILDING
A-2-131
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FIRST LEVEL REFLECTED CEILING PLAN - TOWER BUILDING K4
RE: A1/ A-1-311 3/16" = 1'-0"
SECOND LEVEL REFLECTED CEILING PLAN - TRAINING TOWER A4

KEYNOTE

07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE

08.035 4' X 8' CEILING BREACH PROP

08.036 4' X 4' CEILING BREACH PROP

13.012 DOUBLE TRACK ASSEMBLY FOR SLIDING DOOR PANELS SECURED TO

BOTTOM OF CONCRETE SLAB ABOVE

13.013 TRACK ASSEMBLY FOR SLIDING DOOR SECURED TO BOTTOM OF CONCRETE

SLAB ABOVE
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
223
CONCRETE WALL or COLUMN,
S.S.D. FOR THICKNESS & REINFORCING
SPLIT FACE CMU WALL, S.S.D. FOR

THICKNESS & REINFORCING

FIRE BRICK LINING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR

THICKNESS & REINFORCING

EXPOSED CONCRETE

THERMAL LINER PANELS

PREFINISHED METAL SOFFIT PANELS
LEGEND

2.3 2.4

2.B

2.A
J4
A-2-301
A4
A-2-301

2.A1

2.3 2.4

2.B

2.A
J4
A-2-301
A4
A-2-301

07.082

21.014

2.A1

2.1 2.2 2.3 2.4

2.B

2.A
J13
A-2-301
J4
A-2-301
A4
A-2-301 07.082

05.058

2.A1

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE

SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED

TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT

DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

THIRD, FOURTH, & FIFTH

LEVEL RCP - TOWER

BUILDING
A-2-132
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FIFTH LEVEL RCP - TRAINING TOWER A13
RE: A4/ A-2-201 3/16" = 1'-0"
FOURTH LEVEL RCP - TRAINING TOWER A4
RE: A4/ A-2-201 3/16" = 1'-0"
THIRD LEVEL REFLECTED CEILING PLAN - TRAINING TOWER J4

KEYNOTE

05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32

07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE

21.014 APPROXIMATE LOCATION OF OVERHEAD FIRE SPRINKLER LATERAL WITH STANDING-HEIGHT SHUT-OFF VALVE IN STAIR 3, SEE FIRE PROTECTION DRAWINGS.

Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
224

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A
23' - 10"
15' - 2"8' - 8"
32' - 0"
18' - 8" 13' - 4"
J4
A-2-301
A4
A-2-301

05.075

11.095

03.033

11.095

05.053

05.056

03.037

2.A1 2.A1 3' - 0"
zA-2-202
J12
zA-2-202
A4
zA-2-202
A12
zA-2-202
J4
2' - 10" 5' - 10" 7' - 10" 7' - 10"

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE SOLE

PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO

ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN

CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT

SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS.

4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK.

5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE

SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND

EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST

AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH.

6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS.

7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION,

INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION.

8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES

SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT
SPECIFICATIONS.

9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE.

1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS.

THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED.

2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS

THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS.

3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB
THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS.

4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE

A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP

OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS.

5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH.

6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN

OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR

STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL.

7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR

SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS.

GENERAL NOTES

08.003 KEYNOTE
106

APP BAY

ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND

WINDOW / STOREFRONT /

CURTAIN WALL TAG, SEE
A-### THROUGH A-###
CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS
& REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR THICKNESS & REINFORCING

ALUMINUM GRATED FLOORING

ASHPHALT SHINGLES
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN

STAIR TOWER ROOF
PLAN - TRAINING TOWER A-2-141
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
STAIR TOWER ROOF PLAN - TRAINING TOWER J4
KEYNOTE 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH LEVEL TO ROOF OVER STAIR #3

11.095 SWIVEL FLOOR ANCHOR POINT
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
225
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.4 2.3 2.2 2.1
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
J13
A-2-301
J4
A-2-301

04.021

08.014

05.056

08.054

05.053

07.031

05.057
---
-

11.095

11.095
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.A 2.B
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
A4
A-2-301

21.013

10.016

05.053

05.056

07.032
TYP

08.054

04.021

05.053

05.054

21.015

21.016

2.A1
TYP

11.094
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.1 2.2 2.3 2.4
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
50' - 8"
J13
A-2-301
J4
A-2-301

05.057

05.053

07.065

04.021

07.032

05.075

04.022

07.032

05.059

05.073
4' - 0"
2' - 8"

05.056

05.056
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B 2.A
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
A4
A-2-301

05.053

04.021

05.054

05.053

05.075

04.022

08.054

05.056

05.042

07.031

05.057

07.032

04.022

05.059

2.A1
(EP-1A)

GENERAL NOTES

1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF

MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE

LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH
SHALL BE MOUNTED AT +42" AFF.

LEGEND
GLAZING; (IGU-#)
FROSTED GLAZING; (IGU-#)
ASPHALT SHINGLE ROOFING; (R-#)
ALUM. STOREFRONT
SPANDREL PANEL, (IGU-#)
GROUND or SMOOTH FACE CMU
GREY (CMU-2) (PER GENERAL SHEET
NOTES)

08.003 KEYNOTE
CMU - GROUND FACE; (CMU-1)
ASPHALT SHINGLE ROOFING; GREY
(R-2)
CAST IN PLACE CONCRETE; (C-1)
STOREFRONT PANEL - ALUMINUM;
(ESMP-1)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

EXTERIOR ELEVATIONS -

TRAINING TOWER
A-2-201
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-121 3/16" = 1'-0"
NORTH EXTERIOR ELEVATION J12
RE: A4/ A-2-121 3/16" = 1'-0"
EAST EXTERIOR ELEVATION J4
RE: A4/ A-2-121 3/16" = 1'-0"
SOUTH EXTERIOR ELEVATION A12
RE: A4/ A-2-121 3/16" = 1'-0"
WEST EXTERIOR ELEVATION A4

KEYNOTE

04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE

SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY

REQUIREMENTS

04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL

05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.054 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL

STRINGERS, CONCRETE PAN TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D.

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

05.057 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL

STRINGERS, SS BAR GRATE TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D.

05.059 PAINTED STEEL BRACING FOR CANTILEVER BAR GRATE FLOOR ASSEMBLY, S.S.D.

05.073 2'-8" TALL REMOVABLE GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH LEVEL TO ROOF OVER STAIR #3

07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO

CONCRETE ROOF SLAB

07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D.

07.065 EXTERIOR CLEAN-OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL

08.014 PAINTED HOLLOW METAL DOOR & FRAME

08.054 PAINTED STEEL FRAME SPECIAL OPENING WITH OUTSWINGING HOLLOW METAL DOOR, TYPICAL. SEE D-A9.31

10.016 SUPER GRAPHICS ON WALL. SEE SIGNAGE DRAWINGS

11.094 SWIVEL WALL ANCHOR POINT ABOVE OPENING HEAD ON EXTERIOR

11.095 SWIVEL FLOOR ANCHOR POINT

21.013 WALL-MOUNTED FDC

21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION

21.016 DOUBLE-DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY

FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
226
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.4 2.3 2.2 2.1
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.A 2.B
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"

2.A1
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B 2.A
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"

2.A1
(EP-1A)
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.1 2.2 2.3 2.4
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
50' - 8"
4' - 0"
2' - 8"
LEGEND
GLAZING; (IGU-#)
FROSTED GLAZING; (IGU-#)
ASPHALT SHINGLE ROOFING; (R-#)
ALUM. STOREFRONT
SPANDREL PANEL, (IGU-#)
GROUND or SMOOTH FACE CMU
GREY (CMU-2) (PER GENERAL SHEET
NOTES)

KEYNOTE
MATERIAL TAG; SEE SHEET A-###

FOR EXTERIOR FINISH INFORMATION
(XXX(?)-#)

08.003
A-2-801
CMU - GROUND FACE; (CMU-1)
ASPHALT SHINGLE ROOFING; GREY
(R-2)
CAST IN PLACE CONCRETE; (C-1)
STOREFRONT PANEL - ALUMINUM;
(ESMP-1)

1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18"

AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT

THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY
WHICH SHALL BE MOUNTED AT +42" AFF.

GENERAL SHEET NOTES
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

RECONCILIATION SET
EXT. ELEVATIONS -

TRAINING TOWER COLOR
A-2-202
SKA Project Number: XXXXX

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R2 09/13/2024 CITY OF DUBLIN SDR
RE: A4/ A-2-121 3/16" = 1'-0"
NORTH EXT. ELEVATION - COLOR J12
RE: A4/ A-2-121 3/16" = 1'-0"
EAST EXTERIOR ELEVATION J4
RE: A4/ A-2-121 3/16" = 1'-0"
WEST EXTERIOR ELEVATION A4
RE: A4/ A-2-121 3/16" = 1'-0"
SOUTH EXTERIOR ELEVATION A12
R2
10/02/2024 50% DESIGN DEVELOPMENT
227
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B 2.A
2-THIRD LEVEL
20' - 0"
A4
A-2-301

06.012

04.022

04.021

05.052

07.031
A-2-801
2 07.082

07.081

08.036
ATTIC
2-207
HALL
2-201

MOTEL ROOM
2-202

COMMERCIAL SPACE
2-101

2.A1
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B 2.A
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
A4
A-2-301

APARTMENT
2-402

APARTMENT
2-302

APARTMENT
2-206
HALL
2-201

MOTEL ROOM
2-204

COMMERCIAL SPACE
2-103
A-2-801
4 A-2-802
14 A-2-802
13 A-2-801
3 07.032

07.082

07.081

2.A1
8"
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.1 2.2 2.3

2.4 2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
J13
A-2-301
J4
A-2-301

21.011

21.013

04.021
A-2-801
1 A-2-803
N1

05.053

05.056

05.014

05.052

05.053

04.022

03.034

COMMERCIAL SPACE
2-101

COMMERCIAL SPACE
2-102

COMMERCIAL SPACE
2-103
STAIR #3-1F
2-104
HALL
2-201
STAIR #3-2F
2-205
STAIR #3-3F
2-301

APARTMENT
2-302

APARTMENT
2-402
STAIR #3-4F
2-401
STAIR #3-5F
2-501

GENERAL NOTES

1. THIS STRUCTURE IS A NON-OCCUPIED STRUCTURE USED FOR THE

SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED

TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT

DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

BUILDING CROSS

SECTIONS - TRAINING
TOWER
A-2-301
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-121 3/16" = 1'-0"
TRANSVERSE SECTION 1 - TRAINING TOWER J13
RE: A4/ A-2-121 3/16" = 1'-0"
TRANSVERSE SECTION 2 - TRAINING TOWER J4
RE: A4/ A-2-121 3/16" = 1'-0"
LONGITUDINAL SECTION - TRAINING TOWER A4

KEYNOTE

03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP.

04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE

SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY

REQUIREMENTS

04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL

05.014 PAINTED HSS COLUMN FOR STAIR ASSEMBLY, S.S.D.

05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH

FULL-OPEN AND FULL-CLOSE POSITIONS

06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE-HUNG OFF CONCRETE CURBS @ 8'-0" O.C., S.S.D.

07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO

CONCRETE ROOF SLAB

07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D.

07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL

07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE

08.036 4' X 4' CEILING BREACH PROP

21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS

21.013 WALL-MOUNTED FDC
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
228
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
A10
A-2-701

05.063

05.053

05.054
3' - 6"
TYP.
3' - 0"
TYP.

2.A1
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.B
2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"

3.C
A10
A-2-701

05.053

05.063

05.054
TYP.
3' - 0"
TYP.
. 3' - 6"

2.A1
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.4 2-THIRD LEVEL
20' - 0"
2-FOURTH LEVEL
30' - 0"
2-FIFTH LEVEL
40' - 0"
2-ROOF LEVEL
50' - 0"
A18
A-2-701
A14
A-2-701

05.053

05.063

2.4 2.B
A18
A-2-701
A10
A-2-701
A14
A-2-701

05.061

21.011
(8) 11" TREA
D
S
w/ NO
SING
(9) 7" M
AX. RISER
S

LANDING
3' - 8"
3' - 4"

05.054

05.063

2.A1

2.4 2.B
A18
A-2-701
A10
A-2-701
A14
A-2-701

05.053

05.062

2.A1

2.4 2.B
A18
A-2-701
A10
A-2-701
A14
A-2-701

2.A1

2.4 2.B
A18
A-2-701
A10
A-2-701
A14
A-2-701

2.A1

2.1 2.A
A7
A-2-701
A1
A-2-701
A3
A-2-701
3' - 4" 3' - 4"

LANDING
3' - 8"
(8) 11" TREA
D
S
w/ NO
S NI G
(9) 7" M
AX. RISER
S

05.053

05.052

05.057

05.061

2.4 2.B
A18
A-2-701
A10
A-2-701
A14
A-2-701

05.061
3' - 4"

LANDING
3' - 8"
(8) 11" TREA
D
S
w/ NO
SING
(9) 7" M
AX. RISER
S

21.011

05.063

05.054
STAIR

DIMENSIONS

TYPICAL FOR

UPPER LEVELS
U.N.O.

2.A1

2.1 2.A
A7
A-2-701
A1
A-2-701
A3
A-2-701

LANDING
3' - 8"
(8) 11" TREA
D
S
w/ NO
S NI G
(9) 7" M
AX. RISER
S
3' - 4" 3' - 4"

05.014

05.061

05.057

05.052

05.053

2.3 2.B
F1
A-2-701
EQ EQ

LANDING
3' - 4"
(8) 11" TREA
D
S
w/ NO
SING
(9) 7" M
AX. RISER
S

LANDING
3' - 4"
(8) 11" TREADS w/ NOSING
(9) 7" MAX. RISERS

05.054
3' - 0"

05.061
A7 2.1
A-2-701
A3
A-2-701
(8) 11" TREA
D
S
w/ NO
S NI G
(9) 7" M
AX. RISER
S

LANDING
3' - 8"
3' - 4" 3' - 4"

05.061

05.014

05.057
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.A
2-THIRD LEVEL
20' - 0"
A1
A-2-701

03.011

05.052

05.053

05.057

05.052
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.A
2-THIRD LEVEL
20' - 0"
A1
A-2-701

05.062

05.014

05.014

05.053
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.1 2-THIRD LEVEL
20' - 0"
A7
A-2-701
A3
A-2-701

03.011

05.014

05.062

05.052

05.052

05.053
2-FIRST LEVEL
0' - 0"
2-SECOND LEVEL
10' - 0"

2.3 03.011

05.053

05.062

05.054
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ENLARGED STAIR PLANS
/ SECTIONS - TRAINING
TOWER
A-2-701
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A10/ A-2-701 1/4" = 1'-0"
STAIR #3 - SECTION 1 A18
RE: A10/ A-2-701 1/4" = 1'-0"
STAIR #3 - SECTION 2 A14
RE: A14/ A-2-701 1/4" = 1'-0"
STAIR #3 - SECTION 3 A10
RE: J4/ A-2-121 1/4" = 1'-0"
STAIR #3 ENLARGED PLAN - FIRST LEVEL O18
RE: J13/ A-2-124 1/4" = 1'-0"
STAIR #3 ENLARGED PLAN - FIFTH LEVEL O10
RE: J4/ A-2-124 1/4" = 1'-0"
STAIR #3 ENLARGED PLAN - FOURTH LEVEL K14
RE: J4/ A-2-123 1/4" = 1'-0"
STAIR #3 ENLARGED PLAN - THIRD LEVEL O14
RE: J4/ A-2-123 1/4" = 1'-0"
STAIR #2 ENLARGED PLAN - THIRD LEVEL F7
RE: J4/ A-2-122 1/4" = 1'-0"
STAIR #3 ENLARGED PLAN - SECOND LEVEL K18
RE: J4/ A-2-122 1/4" = 1'-0"
STAIR #2 ENLARGED PLAN - SECOND LEVEL K7
RE: J4/ A-2-122 1/4" = 1'-0"
STAIR #1 ENLARGED PLAN - SECOND LEVEL K1
RE: J4/ A-2-121 1/4" = 1'-0"
STAIR #2 ENLARGED PLAN - FIRST LEVEL O7
RE: A1/ A-2-701 1/4" = 1'-0"
STAIR #2 - SECTION 1 A7
RE: A1/ A-2-701 1/4" = 1'-0"
STAIR #2 - SECTION 2 A3
RE: A3/ A-2-701 1/4" = 1'-0"
STAIR #2 - SECTION 3 A1
RE: K1/ A-2-701 1/4" = 1'-0"
STAIR #1 - SECTION F1

KEYNOTE

03.011 PROVIDE CONCRETE LANDING AT BASE OF STAIRS AS REQUIRED TO ANCHOR

SIDE STRINGERS

05.014 PAINTED HSS COLUMN FOR STAIR ASSEMBLY, S.S.D.

05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL

05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL

WELDS GROUND SMOOTH

05.054 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL

STRINGERS, CONCRETE PAN TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D.

05.057 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL

STRINGERS, SS BAR GRATE TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D.

05.061 CLEAR STAIR WIDTH BETWEEN STRINGERS

05.062 HANDRAIL TO RETURN BACK WITH SMOOTH CURVE AND TERMINATE AT RAIL POST

05.063 1-1/2" OD GALVANIZED PIPE HANDRAIL WITH 1-1/2" CLEAR TO WALL SURFACE, RETURNED TO WALL WITH SMOOTH CURVE. PROVIDE MOUNTING BRACKETS TO SECURE HANDRAIL TO WALL. ALL WELDS GROUND SMOOTH.

21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
229
4"
S
S. D. .
1' - 0" TYP

CURB HEIGHT
8"

EXTERIOR CMU

WALL PER PLAN

SLOPE TOP OF

FLOOR SLAB TO

DRAIN PER PLAN

CONCRETE FLOOR
SLAB w/ FLAT

BOTTOM SURFACE
CONC. CURB
INTEGRAL w/

FLOOR SLAB
FLR ELEV.

PER PLAN

ADJUST CURB HGT AS REQ'D

TO PROVIDE FULL NOMINAL

CMU DIMENSION TO FLOOR
ABOVE

THERMAL LINER, AS
OCCURS

FULL NOMINAL

CMU FROM FLR/CURB BELOW
SSD.
2' - 0"

PER PLAN
8" D
R
AIN
CONT. GALVANIZED EDGE

FLASHING

FIBERGLASS COMPOSITION ROOF

SHINGLES, TYPICAL
PROVIDE MEMBRANE UNDERLAYMENT o/
SHEATHING PER ROOFING MFR.

CONCRETE ROOF SLAB, S.S.D.
18 GA. CONT. METAL FASCIA
TRIM
1/2" CDX PLYWOOD SHEATHING FASTENED
TO HAT CHANNELS W/ #8 SCREWS @ 6" O.C.
(@ PANEL EDGES) AND @ 12" O.C.
(ELSEWHERE)
CONT. 1-1/2" HAT CHANNELS @ 24" O.C.

FASTENED TO CONC. w/ SIMPSON PDP @
24" O.C. EACH FLANGE STAGGERED.

PROVIDE MIN. 1" PENETRATION INTO

CONCRETE
CONT. SHAPED 2x D.F.P.T.

BLOCKING
A-2-801
1 SIM
#8 SMS @ 24" O.C.
4" MIN
3/8"ø CONC. SCREW @ 24" O.C.

SLAB DEPTH
S.S.D. FOR
CONT. GALVANIZED EDGE

FLASHING

FIBERGLASS COMPOSITION ROOF

SHINGLES, TYPICAL
PROVIDE MEMBRANE UNDERLAYMENT o/
SHEATHING PER ROOFING MFR.

GROUT FILLED CMU WALLS PER ARCH. AND
STRUCT. DWGS.
18 GA. CONT. METAL FASCIA
TRIM
1/2" CDX PLYWOOD SHEATHING FASTENED
TO METAL DECK w/ #8 SCREWS @ 6" O.C. (@
PANEL EDGES) AND @ 12" O.C. (ELSEWHERE)
1-1/2" METAL DECK, S.S.D.

TYPICAL DECK EDGE ANGLE,
S.S.D.

METAL SOFFIT
A-2-801
1 SLAB DEPTH
MATCH CONC.

SIM
2 1/2"
48" x 48" x 1" THK. HIGH TEMP. LINING
PANELS: ATTACH w/ #8-18 x 3" SCREWS
@12" O.C. "PRO-TWIST" SELF-DRILLING
TYPE (ESR-1408)
1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C.

E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8"
PENETRATION (ESR-2138) POWDER ACTUATED

FASTENERS
3-7/8"w x 1" THK HIGH TEMP. LINING
BATTENS @ EACH HAT CHANNEL SUPPORT
BOTH WAYS, TYP.

S
S. D. .

PER PLAN
CONCRETE FLOOR TYP., S.S.D.

NOTE:

FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO

PROJECT SPECIFICATIONS

AIR SPACE
2 1/2"

STRUCTURAL WALL PER PLAN
(CMU SHOWN, CONC. SIM.)
48" x 48" x 1" THK. HIGH TEMP. LINING
PANELS: ATTACH w/ #8-18 x 3" SCREWS @
12" O.C. " PRO-TWIST" SELF-DRILLING TYPE
(ESR-1408)
1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C.

E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8"
PENETRATION (ESR-2138) POWDER ACTUATED

FASTENERS
CMU WALL PER PLANS, TYP., S.S.D.

NOTE:
1) FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO

PROJECT SPECIFICATIONS
2) LINING TERMINATION @ CEILING APPLICATION SIMILAR

AIR SPACE
CONT. 3"x 2"x 1/4" ANGLE FASTENED TO

SLAB W/ HILTI KB-TZ EXPANSION
ANCHORS, MIN. 48" O.C. SPACING (12"
MAX. ON ENDS)

HIGH TEMP

LINING CLOSURE
@ PANEL ENDS
2 1/2"

CONCRETE SLAB - SLOPE TO

DRAIN PER PLAN

SILICA SAND BROOMED

INTO JOINTS OF FIRE BRICK

FIRE BRICK DRY-STACKED PER
PLAN
2 1/4"
SLAB DEPRESSION, TYP.

PER ROOF
12 NOTE: THE INTENT OF THIS PROP IS TO ALLOW THE FIREFIGHTER TO PRACTICE CUTTING THROUGH THE ROOF PANELS IN PLACE ATOP THE PITCHED ROOF. THE BREACHED PANELS ARE REMOVED AND NEW PANELS ARE INSERTED FOR THE NEXT FIREFIGHTER. PLYWOOD PANELS ARE UNFINISHED.

DOUBLE LAYER OF 2 x 4 WOOD RAFTERS @ 24"
O.C. SET IN FABRICATED METAL HANGERS PER
DETAIL 8/2-S3.00, TYP. SECURE BOTTOM RAFTER
ONLY
ROOFING SHINGLES @ PRIMARY ROOF ONLY
6" x 4" x 1/2" GALV. STEEL ANGLE FRAME @
PERIMETER BREACH OPENING, S.S.D.
48" x 96" x 1/2" PLYWOOD PANELS

TACK NAIL IN PLACE (TYP)
1/2" CDX PLYWOOD SHEATHING o/ CONT. 1-1/2" HAT
CHANNELS @ 24" O.C. o/ CONCRETE ROOF SLAB.

FASTEN SHEATHING TO HAT CHANNELS W/ #8
SCREWS @ 6" O.C. (@ PANEL EDGES) AND @ 12"
O.C. ELSEWHERE. FASTEN HAT CHANNELS TO
CONCRETE W/ SIMPSON PDP @ 24" O.C EACH
FLANGE STAGGERED, W/ MIN. 1" PENETRATION

SECTION THRU BREACH OPENING
CONTRACTOR TO PROVIDE (12)
ADDITIONAL PRE-CUT PLWD. PANELS
1/8" GAP, TYP.

OFFSET
1/2" MAX.
2x6 FRAME @ PERIMETER. FASTEN FURRING
STRIPS TO CONCRETE w/ SIMPSON PDPAWL @ 16"
O.C W/ MIN. 1" PENETRATION

CONCRETE ROOF SLAB,
S.S.D.

THERMAL LINER IN ATTIC, AS
OCCURS
NOTE:

CONTRACTOR TO PROVIDE
ADDITIONAL CEILING PANEL STOCK.

QUANTITY = 12
5/8" GYPSUM BOARD
CEILING PANEL @ OPENING.

REFER TO PLANS FOR SIZE

CMU WALLS PER PLAN

PLAN VIEW LOOKING UPWARD

SLIDE OUT
4' - 0"
THERMAL LINER @ CEILING,

PER PLAN

THERMAL LINER WALL

ASSEMBLY PER PLAN
18 A-2-801
4' - 0"
NOTE:

THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE.

UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR

THE NEXT SCENARIO
2 x 4 CEILING JOISTS @ 16"
O.C. ABOVE GYPSUM BOARD
PANEL, TYP.

CONC ROOF DECK:

SEE STRUCT.

REFER TO PLANS FOR

SPACING OF INSERTS
PROVIDE 3/8" DIA THREADED INSERT
MODEL #444 WITH ADAPTER PLUG
MODEL #446 BY HECKMANN BUILDING
PRODUCTS, INC. (800) 621-4140
OR APPROVED EQUIV.

NOTE:

THE PURPOSE OF THESE ANCHORS ARE TO PROVIDE TIE-DOWN SUPPORT FOR TEMPORARY SHADE STRUCTURES PLACED ON THE ROOF DURING VARIOUS TRAINING EXERCISES. WHEN NOT IN USE THE ADAPTERS ARE PLACED IN THE INSERT TO PREVENT DIRT AND DEBRIS FROM ENTERING.

L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES
OF OPENING, S.S.D.

GYPSUM BOARD CEILING PANEL, TYP.

CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF

OPENING TO ALLOW FOR GYPSUM BOARD

INSTALLATION

INTERIOR CMU WALL,

AS OCCURS

THERMAL LINER WALL

ASSEMBLY
A-2-801
12 WELDED SS BAR GRATING w/ SEAT
NOTCH IN CONC. SLAB
NOTE:

CONTRACTOR TO PROVIDE
ADDITIONAL CEILING PANEL STOCK.

QUANTITY = 24
5/8" GYPSUM BOARD
CEILING PANEL @ OPENING.

REFER TO PLANS FOR SIZE

CMU WALLS

PER PLAN

PLAN VIEW LOOKING UPWARD

SLIDE OUT
4' - 0"
PLAN
PER
THERMAL LINER @

CEILING, PER PLAN

THERMAL LINER WALL ASSEMBLY

PER PLAN
24 A-2-801
8' - 0"
NOTE:

THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE.

UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR THE

NEXT SCENARIO
2 x 4 CEILING JOISTS @ 16"
O.C. ABOVE GYPSUM BOARD
PANEL, TYP.

L2 x 2 x 1/4 BWTN CLG JOISTS @
(2) SIDES OF OPENING TO HOLD
GYP. BD. BREACH PANEL. FASTEN
ANGLES TO LLV5 x 3 x 3/8.

GYP. BD CLG PANEL
(SHOWN DASHED)
CONT. LLV5 x 3-1/2 x 3/8 @ (3)

SIDES OF OPENING TO ALLOW
FOR GYP. BD. SHEET

INSTALLATION
L5 x 5 x 3/8 GALV ANGLE
FRAME, S.S.D.
1 1/8"
2 x 4 CLG JST @
16" O.C.

FABRICATED 1/4" THK STL
JST HGR, S.S.D.

L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES
OF OPENING, S.S.D.

GYPSUM BOARD CEILING PANEL, TYP.

CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF

OPENING TO ALLOW FOR GYPSUM BOARD

INSTALLATION

INTERIOR CMU WALL,

AS OCCURS

THERMAL LINER WALL

ASSEMBLY
A-2-801
12 48" x 48" x 1" THK. HIGH TEMP. LINING
PANELS: ATTACH w/ #8-18 x 3" SCREWS
@12" O.C. "PRO-TWIST" SELF-DRILLING
TYPE (ESR-1408)
1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C.

E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8"
PENETRATION (ESR-2138) POWDER ACTUATED

FASTENERS
S
S. D. .

PER PLAN
CONCRETE FLOOR TYP., S.S.D.

NOTE:

FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO

PROJECT SPECIFICATIONS

AIR SPACE
2 1/2"

STRUCTURAL WALL PER PLAN
(CMU SHOWN, CONC. SIM.)
CONT. CAULK EDGE

FINISH FLOOR

EXTERIOR SIDE

GALVANIZED HEAVY DUTY

CONTINUOUS HINGE WELDED TO

FRAME & 'FLAP'
1/4" THK. GALV. STEEL PLATE
'FLAP' @ EXTERIOR
1/4" RADIUS EDGE
PROVIDE 20 GA. GALV

FLASHING TOP & SIDES
OF 16" W x 8" H
WALL OPENING:
1/4" GALV. SCUPPER PLATE SET
W/ 5/8"⌀ x 6" LONG STUD
ANCHORS (MIN 4)
S
S. D. .

SECTION AT CONCRETE
8"
1' - 9"
4 1/2" 6" 6" 4 1/2"
11 1/2"
6" 2"
1/2" LAP (TYP)
1' - 4 1/2" 2"

EXTERIOR CMU WALL

PER PLANS

0.060 GA HEAVY

DUTY GALV STEEL
CONT HINGE: WELD

TO FLAP & PLATE

ATTACH FLASHING ASSEMBLY
TO WALL W/ 3/8" COATED
TAPCON SCREWS (7 TOTAL)

FINISH FLOOR

EXTERIOR ELEVATION
(OPENING)
8"
8" MAX. CONC.

BOTTOM COURSE

CUT THERMAL LINING
(DASHED) AROUND

SCUPPER OPENING W/

PERIMETER FLASHING

PER MFR DETAILS
CLR.
1" M NI .

PLAN
4"
1' - 4" 1/4" : 12"
CONT. CAULK EDGE

FINISH FLOOR

EXTERIOR SIDE

GALVANIZED HEAVY DUTY

CONTINUOUS HINGE WELDED TO

FRAME & 'FLAP'
1/4" THK. GALV. STEEL PLATE
'FLAP' @ EXTERIOR
1/4" RADIUS EDGE
PROVIDE 20 GA. GALV

FLASHING TOP & SIDES
OF 16" W x 8" H
WALL OPENING:

GALV. SCUPPER PLATE:
1/4" X 12" X 16", SET WITH
5/8" DIA x 6" LONG STUD
ANCHORS (MIN 2)
2 1/2" S
S. D. .

SECTION AT FIRE BRICK
10 1/2"

CUT THERMAL LINING
(DASHED) AROUND

SCUPPER OPENING W/

PERIMETER FLASHING

PER MFR DETAILS
20 GA. GALV FLASHING
1/4" THK. GALV. STEEL

PLATE 'FLAP'
GALV. SCUPPER PLATE
(FLAT EXTENSION)

CMU WALL
9 3/8"
GALV. SCUPPER PLATE
(ANGLED EXTENSION)
2 BRICKS
+ JOINTS
CLR.
1" MIN.

CMU WALL PER

PLAN, TYPICAL

SECTION
FIN. FLOOR

ELEVATION
8" W x 4" H WALL OPENING PER
PLAN

NYLON BRUSH ON EACH SIDE OF
OPENING ("REESE" MODEL #979D
or EQUIV.), TYP. PROVIDE (2) SET
SCREWS @ EA. BRUSH
FIN. FLOOR
8"
(8" M
AX.)
8" MAX. CONC. CURB

CONCRETE CURB

THERMAL LINING (SHOWN

DASHED) CUT AROUND
SCUPPER OPENING w/

PERIMETER FLASHING PER

MFG DETAILS
CLR.
1" M NI .
4"

SECTION
FIN. FLOOR

ELEVATION

EXTEND DRY-STACK FIRE

BRICK THROUGH SCUPPER
OPENING, TYP.

FIN. FLOOR
8"
(8" M
AX.)
4"
THERMAL LINING ON EA.

SIDE OF WALL, AS OCCURS

PER PLAN
A
CONDITION @ CONCRETE SLAB BCONDITION @ FIRE BRICK
NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A"

SECTION
FIN. FLOOR

ELEVATION

ALIGN EDGE OF SLAB
DEPRESSION w/ FACE OF

WALL, TYPICAL
FIN. FLOOR
8"
(8" M
AX.)
4"
C
CONDITION @ FIRE BRICK TO SLAB TRANSITION
NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A"

FIRE BRICK, PER PLAN
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
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A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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21 20 19 18 17
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ARCHITECTUAL DETAILS
- TRAINING TOWER
A-2-801
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-301 1 1/2" = 1'-0"
FLOOR @ EXTERIOR WALL 1
RE: J13/ A-2-301 1 1/2" = 1'-0"
ROOF EAVE - CONCRETE 2
RE: J4/ A-2-301 1 1/2" = 1'-0"
ROOF EAVE - METAL FRAMING 3
RE: J4/ A-2-301 1" = 1'-0"
HIGH TEMP. LINING PANEL INSTALLATION 4
1" = 1'-0"
HIGH TEMP. LINING WALL TERMINATION 6
3" = 1'-0"
TRANSITION @ FIRE BRICK 9
3/4" = 1'-0"
ROOF BREACHING PROP 7
RE: A4/ A-2-131 1" = 1'-0"
CEILING BREACH PROP (4' x 4' OPENING) 28
3" = 1'-0"
THREADED INSERT @ SLAB 30
RE: 16/ A-2-801 1" = 1'-0"
CEILING BREACH PROP SECTION w/ COVER GRATE 24
RE: K4/ A-2-131 1" = 1'-0"
CEILING BREACH PROP (4' x 8' OPENING) 16
RE: 18/ A-2-801 3" = 1'-0"
CEILING BREACH PROP PANEL DETAIL 12
RE: 28/ A-2-801 1" = 1'-0"
CEILING BREACH PROP SECTION 18
1" = 1'-0"
HIGH TEMP. LINING PANEL @ SLAB 5
1" = 1'-0"
EXTERIOR CLEAN-OUT SCUPPER 26
1" = 1'-0"
INTERIOR THRU-WALL SCUPPER @ FLOOR 13
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
230
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN

FLOOR FINISH PER SCHEDULE

CONTINUOUS UNDER DOOR

FRAME, PER SCHEDULE

DOOR, PER SCHEDULE
UNDERCUT DOOR PER DETAIL 11/DA9.31, AS OCCURS

THRESHOLD, SET IN SEALANT
& ANCHORED TO SLAB

CONCRETE SLAB

DOOR PER SCHEDULE

FRAME PER SCHEDULE
1/4" M
AX.
2 1

CONCRETE SLAB - SLOPE TO

DRAIN PER PLAN

ALUMINUM SADDLE

THRESHOLD

DRY-STACK FIRE BRICK

PER PLAN

THRESHOLD, SET IN

SEALANT & ANCHORED TO
SLAB

DOOR, PER SCHEDULE

DOOR FRAME, PER

SCHEDULE

CMU WALL BEYOND
SLAB
1/2" M
AX.
3/4" 5 3/4"
2 1
1/4" M
AX.

H.M. DOOR, PER

SCHEDULE

EXTERIOR SIDE
H.M. DOOR FRAME,

GROUT SOLID

SEALANT EACH SIDE
NO
MINAL 8" C
MU
ALIGN
2" 3/8"

CMU WALL, FULLY
GROUTED, TYP., S.S.D.

NOMINAL CMU R.O.

HM DOOR, PER SCHEDULE
PAINTED H.M. FRAME
NOMINAL 8" CMU
SAW-CUT CONT.

WEEP (TYP)

GROUT SOLID (TYP)

SEALANT EACH SIDE

CMU LINTEL PER

STRUCTURAL
4"
1 7/8"

EXTERIOR SIDE
NOMINAL CMU R.O.

NOTE:

THE INTENT OF THIS PROP IS TO PROVIDE A DOOR WHICH REQUIRES THE FIREFIGHTER TO FORCE BACK THE LATCH TO OPEN.

H.M. DOOR FRAME,

GROUTED SOLID

FINISH FLOOR

CONCRETE/CMU WALL

PER PLANS
PAINTED H.M. DOOR PER SCHEDULE.

MODIFY DOOR TO ACCOMODATE

FORCE LATCH ASSEMBLY

FORCIBLE ENTRY TRAINING ASSEMBLY
("TRUFORCE SELF-INSTALLED UNIT" BY
TROXFIRE https://troxfire.com). INSTALL
PER MANUF. INSTRUCTIONS
TYPICAL H.M.

DOOR & FRAME w/

PAINT FINISH

CONCRETE/CM

U WALL PER

PLAN, TYPICAL
CONCRETE SLAB.

REFER TO

DRAINAGE PLAN

FOR SLOPE

UNDERCUT DOOR TO

ACCOMODATE FLOOR

SLOPE & ALLOW

DRAINAGE OF WATER
BELOW
UNDER
CUT
3/4" D
O
O
R
S
S. D. .
2" H.M. FRAME
HIGH TEMP. LINING
WHERE OCCURS. INSTALL

PER MFR SPECIFICATIONS
CMU or CONC. WALL PER

STRUCTURAL

INTERIOR BURN

ROOM SIDE
H.M. DOOR FRAME,

GROUT SOLID

HIGH TEMPERATURE LINING
PANELS WHERE NOTED.

INSTALL ON DOOR PER MFR

RECOMMENDATIONS
H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE

PER PLAN
6"
1 7/8" 1/4"
IVES SB453-8" SURFACE BOLT;

PROVIDE HOLE AT RABBET TO

ACCEPT BOLT
3"

HIGH TEMPERATURE LINING,

INSTALLED PER MFR

SPECIFICATIONS
PER PLAN 4 1/2"
CMU or CONC. LINTEL

PER STRUCTURAL

INTERIOR BURN

ROOM SIDE
H.M. DOOR FRAME:

GROUT SOLID
HIGH TEMP. LINING PANELS,

INSTALLED ON DOOR PER MFR
RECOMMENDATIONS. NOTCH LINING
AS REQ'D @ STOP
ABH "9010RA" OVERHEAD
DOOR STOP/HOLD OPEN.

PROVIDE DOOR REINFORCEMENT
PER MFR.

H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE
1 7/8" 1/4"
6"
EXTERIOR CMU or
CONC. WALL, S.S.D.

INTERIOR BURN

ROOM SIDE
PEMKO "WT_FM_WIDE THROW"
CONTINUOUS ALUMINUM GEAR HINGE.

ATTACH TO DOOR AND FRAME PER
MFR.

HIGH TEMPERATURE LINING PANELS
WHERE NOTED. INSTALL ON DOOR PER

MFR RECOMMENDATIONS
H.M. DOOR, PER SCHEDULE

LATCH SIDE

OPERATING LEVER LATCH BY FIRE

FACILITIES EACH SIDE, CENTERED

VERTICALLY ON DOOR, TYPICAL
ALIGN
PER
STRUCT.

HINGE SIDE
1 7/8" 1/4"
PER MANUF.
3/16" MAX.

NOTES:

1. ISOLATE DISSIMILAR METALS AS REQ'D.

2. PROVIDE ROCKWOOD 409 WALL STOP ON EXTERIOR WALL
ALIGNED WITH DOOR LATCH, TYP.
"SIMPSON" FACEMOUNTED HANGERS
4x D.F.P.T. PERIMETER
FRMG w/ CSK 1/2"ø
BOLTS, MIN. (3) PER
SIDE
2x D.F.P.T. FRAMING @
16" O.C., TYPICAL
CONC. or CMU

WALL PER
PLAN, TYP.
1/2" GYP BD
EA. SIDE
NOTE: THE PURPOSE OF THIS PROP IS

TO ALLOW THE FIREFIGHTER TO
BREACH THRU THE WALL USING A TOOL.

THIS SCENARIO WILL BE REPEATED

REQUIRING THE TRAINER TO REPLACE
THE INTERIOR 2x FRAMING AND GYPSUM
BOARD AS REQUIRED.

CONCRETE or CMU WALL OPENING
4' - 0 21/256"
C
ONC
RETE or C

MU WALL OPENING
4' - 0"
FIN. FLOOR
18 A-2-802
CMU or CONC. WALL PER

STRUCTURAL

INTERIOR BURN

ROOM SIDE
H.M. DOOR FRAME,

GROUT SOLID
H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE

PER PLAN
1 7/8" 1/4"
3"
IVES SB453-8" SURFACE BOLT;

PROVIDE HOLE AT RABBET TO

ACCEPT BOLT

PER PLAN
CMU or CONC. LINTEL PER

STRUCTURAL

INTERIOR BURN

ROOM SIDE
H.M. DOOR FRAME:

GROUT SOLID
H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE
1 7/8" 1/4"
6"
ABH "9010RA" OVERHEAD
DOOR STOP/HOLD OPEN.

PROVIDE DOOR REINFORCEMENT
EXTERIOR CMU or PER MFR.

CONC. WALL, S.S.D.

INTERIOR BURN

ROOM SIDE
PEMKO "WT_FM_WIDE THROW"
CONTINUOUS ALUMINUM GEAR HINGE.

ATTACH TO DOOR AND FRAME PER MFR.

H.M. DOOR PER SCHEDULE

LATCH SIDE

OPERATING LEVER LATCH BY FIRE

FACILITIES EACH SIDE, CENTERED

VERTICALLY ON DOOR, TYPICAL
ALIGN
PER
STRUCT.

HINGE SIDE
1 7/8" 1/4"
PER MANUF.
5/16" MAX.

NOTES:

1. ISOLATE DISSIMILAR METALS AS REQ'D.

2. PROVIDE ROCKWOOD 409 WALL STOP ON EXTERIOR WALL
ALIGNED WITH DOOR LATCH, TYP.

CMU WALL & LINTEL
REFER TO STRUCT.
4x D.F.P.T. PLATE,

TYPICAL TOP & SIDES
"SIMPSON" FACE MOUNT
HANGER, MODEL #HUS26

TOP & BOTTOM
4x D.F.P.T. SILL w/ 1/2"ø A.B.

COUNTERSUNK
NOTE: SEE PLANS FOR BREACH

OPENING LOCATIONS
1/2"ø A.B. w/ MIN. 4"

EMBED, TYPICAL
1/2" GYP. BD. EACH
SIDE: TACK IN PLACE

PAINT FINISH
2x STUDS @ 16" O.C.

TRIM TO FIT

PER PLANS
1/4"
G
AP
FIN. FLOOR

CONCRETE

FLOOR SLAB
A
CONDITION @ CONCRETE SLAB
INCREASE LENGTH OF A.B. AS REQ'D
TO OBTAIN MIN. EMBED INTO

CONCRETE SLAB
NOTE: FOR ADDITIONAL NOTES,
SEE CONDITION "A"

PER PLANS
FIN. FLOOR
B
CONDITION @ FIRE BRICK
4"

EXTEND DRY-STACK FIRE

BRICK THROUGH BREACH
OPENING, TYP.

ALIGN EDGE OF SLAB
DEPRESSION w/ FACE OF

WALL, TYPICAL

PER PLANS
FIN. FLOOR
NOTE: FOR ADDITIONAL NOTES,
SEE CONDITION "A"
C
CONDITION @ FIRE BRICK TO SLAB TRANSITION

FIRE BRICK, PER PLAN

EXTERIOR/INTERIOR
CMU WALL, S.S.D.

INTERIOR

BURN ROOM
SIDE

HIGH TEMPERATURE

LINING PANELS WHERE
NOTED. INSTALL ON

WALL PER MFR

RECOMMENDATIONS
H.M. DOOR PER

SCHEDULE
ALIGN
2"

HIGH TEMPERATURE

LINING PANELS WHERE
NOTED. INSTALL ON

DOOR PER MFR

RECOMMENDATIONS

NO HIGH TEMPERATURE

LINING TO BE INSTALLED

AT HINGE JAMB TO

ALLOW IN-SWINGING
DOOR TO OPEN FULL 90

DEGREES
HINGE

HM DOOR, PER SCHEDULE
H.M. DOOR & FRAME: PAINT WITH

HIGH TEMP PAINT PER

SPECIFICATIONS

CMU LINTEL PER

STRUCTURAL
4"
HIGH TEMPERATURE LINING:

INSTALL PER MFR

SPECIFICATIONS

HIGH TEMPERATURE LINING AFFIXED
TO FACE OF DOOR PANEL PER MFR.

DETAILS; NOTCH AT HARDWARE

INWARD SWINGING DOOR

PER PLAN
(JAMB SIM.)

HM DOOR, PER SCHEDULE
H.M. DOOR & FRAME: PAINT WITH

HIGH TEMP PAINT PER

SPECIFICATIONS
C.I.P. CONCRETE OR CMU LINTEL

PER STRUCTURAL
4"
HIGH TEMPERATURE LINING:

INSTALL PER MFR

SPECIFICATIONS

HIGH TEMPERATURE LINING AFFIXED TO
FACE OF DOOR PANEL PER MFR.

DETAILS;

NOTCH AT HARDWARE

OUTWARD SWINGING DOOR

PER PLAN
(JAMB SIM.)
CMU or CONC. WALL PER

STRUCTURAL

INTERIOR

ROOM SIDE
H.M. DOOR FRAME,

GROUT SOLID
H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE

PER PLAN
IVES SB453-8" SURFACE BOLT;

PROVIDE HOLE AT RABBET TO

ACCEPT BOLT
3"
1/4" 1 7/8"

PER PLAN
CMU or CONC. LINTEL PER

STRUCTURAL

INTERIOR

ROOM SIDE
H.M. DOOR FRAME:

GROUT SOLID
H.M. DOOR

PER SCHEDULE

EXTERIOR SIDE
6"
ABH "9010RA" OVERHEAD
DOOR STOP/HOLD OPEN.

PROVIDE DOOR REINFORCEMENT
PER MFR.
1/4" 1 7/8"
EXTERIOR CMU or
CONC. WALL, S.S.D.

INTERIOR ROOM
SIDE
PEMKO "WT_FM_WIDE THROW"
CONTINUOUS ALUMINUM GEAR HINGE.

ATTACH TO DOOR AND FRAME PER MFR.

H.M. DOOR PER SCHEDULE

LATCH SIDE

OPERATING LEVER LATCH BY FIRE

FACILITIES EACH SIDE, CENTERED

VERTICALLY ON DOOR, TYPICAL
PER
STRUCT.

HINGE SIDE
NOTES:

1. ISOLATE DISSIMILAR METALS AS REQ'D.

2. PROVIDE ROCKWOOD 409 WALL STOP ON EXTERIOR WALL
ALIGNED WITH DOOR LATCH, TYP.

ALIGN
1 7/8" 1/4"
PER MANUF.
5/16" MAX.

ALUM. STOREFRONT FRAME,
TYP.

CONT. SEALANT AND BACKER
ROD, TYP.

CMU WALL, S.S.D.

TOP FLASHING W/

DRIP EDGE

VERTICAL MULLION
BEYOND: WHERE

OCCURS PER PLAN

GALV FLASHING
BELOW FRAME W/ (2)
CONT. BEADS OF
SEALANT @ SILL
GLAZING GASKETS, TYP.
1/4" THICK FIXED ALUM.

METAL PANELS, TYP.

CENTER OF HORIZONTAL
MULION

EXTERIOR INTERIOR
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
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ARCHITECTURAL

DETAILS - TRAINING

TOWER OPENINGS
A-2-802
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3" = 1'-0"
INTERIOR DOOR SILL w/o THRESHOLD 1
3" = 1'-0"
TYP. INTERIOR DOOR THRESHOLD 2
3" = 1'-0"
DOOR TRANSITION @ FIRE BRICK 3
3" = 1'-0"
EXTERIOR DOOR THRESHOLD @ 8" CMU 4
3" = 1'-0"
EXTERIOR DOOR JAMB @ 8" CMU 5
3" = 1'-0"
EXTERIOR DOOR HEAD @ 8" CMU 6
3/8" = 1'-0"
TYP. FORCIBLE ENTRY DOOR 7
3/8" = 1'-0"
TYP. DOOR BOTTOM @ SLOPING CONC. FLOOR 8
1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OP. SILL w/ LINING 9
1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OP. HD. w/ LINING 11
1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OPENING JAMB w/ LINING 10
1" = 1'-0"
WALL BREACH PROP ELEVATION 12
RE: J4/ A-2-301 1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OPENING SILL w/o LINING 13
RE: J4/ A-2-301 1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OPENING HEAD w/o LINING 14
1 1/2" = 1'-0"
OUTWARD ACTING SPECIAL OPENING JAMB w/o LINING 15
RE: 12/ A-2-802 1" = 1'-0"
WALL BREACH PROP SECTION 18
3" = 1'-0"
HIGH TEMPERATURE LINING @ IN-SWINGING DOOR - JAMB 16
3" = 1'-0"
HIGH TEMP LINING @ CMU WALL INWARD SWINGING DOOR 17
3" = 1'-0"
HIGH TEMP LINING @ CMU WALL OUT SWINGING DOOR 19
1 1/2" = 1'-0"
INWARD ACTING SPECIAL OPENING SILL w/o LINING 20
1 1/2" = 1'-0"
INWARD ACTING SPECIAL OPENING HEAD w/o LINING 21
1 1/2" = 1'-0"
INWARD ACTING SPECIAL OPENING JAMB w/o LINING 22
3" = 1'-0"
TYP. SECTION @ STOREFRONT WINDOW 23
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
231

CMU WALL

PER PLANS
1/4" CONT. GALV STEEL BENT
PLATE CAP w/ ALL WELDS & EDGES

GROUND SMOOTH PRIOR

GALVANIZING
3/16"ø x 1-3/4" LONG SS

CONCRETE/MASONRY SCREW
ANCHOR w/ COUNTERSUNK HEAD @
24" O.C. EACH FACE, STAGGERED
PROVIDE SHIMS @ EXTERIOR

SIDE AS REQ'D TO PROVIDE
SLOPE

INTERIOR SIDE EXTERIOR SIDE
1/4" R. EDGE, TYPICAL
SLOPE

FOR WIDTH
S.S.D.
4"
5"
W
3"ø STD GALV. STEEL PIPE HINGES
3/16" THK GALV. STEEL PLATES ON EACH SIDE OF

PARTITION WELDED TO HINGE
(4) 3/16"ø GALV. THRU-BOLTS
2-1/2"ø STD GALV. STEEL PIPE

POST, FLR-TO-CLG

PIVOT PARTITION WIDTH
EQ EQ
± 4" ± 6"
CLEA

R HEIGHT VA

RIES PER FLO
O
R
SLOPE
± 1" 7' - 0"

FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE
GALV. STEEL PIPE FLANGE @ T&B OF PIPE POST,
ANCHORED TO FLOOR & CLG w/ (4) CONCRETE
SCREWS EACH.

OFFSET PIPE FROM WALL AS REQ'D FOR

PARTITION TO SWING FLAT AGAINST

ADJOINING WALL SURFACE
2-1/2"ø STD GALV. STEEL PIPE POST
(3) 3"ø STD GALV. STEEL PIPE HINGES w/ 3/16" THK
GALV. STEEL PLATES ON EACH SIDE OF
PARTITION & (4) 3/16"ø GALV. THRU-BOLTS w/

NUTS & LOCK WASHERS
GALV. HSS PARTITION FRAME

MEMBERS SHOWN DASHED
GALV. STEEL PLATE FACE ON ONE SIDE OF

PARTITION, TYPICAL
SURFACE CANE BOLT ON FACE OF PARTITION. PROVIDE
DRILLED RECEIVING HOLES IN SLAB, TYP. COORDINATE
HOLE LOCATIONS IN FIELD w/ ALAMEDA COUNTY FIRE

DEPARTMENT & SLAB REINFORCING LOCATIONS
MIN. CLEARANCE AT

HIGH POINT OF SLOPING

FLOOR SURFACE

OFFSET PIPE FROM WALL

AS REQ'D FOR PARTITION

TO SWING FLAT AGAINST

ADJOINING WALL

SURFACE
N5
A-2-803
D
O
O
R PANEL HEIGHT PER PLAN NOTE 2

PER PLAN

DOOR PANEL WIDTH
SERIES 301 TRACK SECTIONS w/ "6/301S" HANGERS
@ ENDS, JOINTS, & 2'-11" MAX. SPACING. SECURE
HANGER w/ (4) 3/8"ø S.S. SCREW ANCHORS PER

STRUCTURAL
(2) "53A/S" TROLLY/DOOR BRACKETS
PER DOOR PANEL w/ (3) 3/16"ø S.S.

THRU-BOLTS @ EACH BRACKET, TYP.

PER MANUF.
(2) "994" SURFACE BOLTS ON EXTERIOR
FACE OF DOOR PANEL w/ DRILLED
RECEIVING HOLES IN SLAB, TYP.

COORDINATE HOLE LOCATIONS IN FIELD
w/ ALAMEDA COUNTY FIRE DEPARTMENT &

SLAB REINFORCING LOCATIONS

SLOPING FLOOR

LINE PER PLAN

FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE
CLEA

R HEIGHT VA

RIES PER FLO
O
R
SLOPE
NOTES:

1. SLIDING DOOR HARDWARE AS MANUFACTURED BY P.C.

HENDERSON & DISTRIBUTED BY PEMKO (ASSA ABLOY).

2. ADJUST DOOR PANEL HEIGHT AS REQ'D TO MINIMIZE DISTANCE BETWEEN TOP OF DOOR & TROLLY.

DOOR PANELS ON EA. SIDE OF

ROOM PER PLAN
RIGID GALVANIZED WATER LINE. HOLD
TIGHT TO CONCRETE/CMU WALL & TO B.O.

FLOOR
EXTERIOR CONCRETE or CMU

WALL PER PLAN

EXTERIOR FIRE BELL ACTIVATED BY

FLOW SWITCH
EXTERIOR FIRE DEPT.

CONNECTION @ WALL

PROVIDE EXTERIOR DRAIN

VALVE(S) FOR SYSTEM
STD FIRE SPRINKLER RISER ASSEMBLY w/

GATE VALVE TO SHUT-OFF FLOW TO

INTERIOR HEADS

SET VERTICAL PIPE TO AVOID
STRUCTURE & BRACE TO WALL.

CONC. FLOOR SLAB
DELUGE SPRINKLER HEAD @
CEILING. REFER TO FIRE

PROTECTION DWGS FOR LOCATION
& QTY

GATE VALVE ON LATERAL IN STAIR

TOWER TO RESTRICT FLOW TO
HEADS @ +72" AFF MAX. MTG HGT
ALL PIPING TO BE PAINTED: REFER

TO GENERAL NOTES
TYPICAL P.I.V. IN CONCRETE.

VERIFY EXACT LOCATION w/
OWNER

CONNECT WATER
SEE CIVIL DWG.
5th FLOOR
2nd FLOOR
2' - 11 15/16"
NOTE:

THE PURPOSE OF THIS PROP IS TO ADD REALISM TO THE

INTERIOR FIRE TRAINING ENVIRONMENT BY
INCORPORATING MANUALLY ACTIVATED SPRINKLERS.

THE SYSTEM RUNS THROUGH A TYPICAL P.I.V. VALVE AT
THE STREET LEVEL. A STANDARD WALL MOUNTED

EXTERIOR FIRE BELL IS ACTIVATED FROM A FLOW
SWITCH UPON OPENING OF THE GATE VALVE. THE

WATER FLOWS THROUGH THE BUILIDING AND THE
ELECTED SPRINKLER HEADS.

THE SYSTEM SHALL HAVE TWO (2) SOURCES OF WATER
SUPPLY. ONE SHALL BE FROM THE ON-SITE FIRE MAIN,

THE OTHER WILL BE VIA EXTERIOR WALL MOUNTED FIRE
DEPARTMENT CONNNECTION. SYSTEM SHALL BE

PROVIDED WITH AN EXTERIOR DRAIN FOR FREEZE
PROTECTION.

ALL PIPING IN THE INTERIOR OF THE BUILDING IS TO BE

SECURED TO THE CONCRETE/CMU WALLS AND
UNDERSIDE OF THE FLOOR CONCRETE DECKS. TO

ALLOW FOR SPECIFIC CONTROL LOCATIONS, GATE
VALVES ARE TO BE INSTALLED FOR EACH ROOM SHOWN.

VALVES SHALL BE LOCATED OUTSIDE PROTECTED ROOM

BEFORE WALL PENETRATION AS SHOWN WHICH WILL

ALLOW THE INSTRUCTOR TO INCLUDE OR EXCLUDE
ROOMS DURING THE TRAINING SCENARIO.

THIS IS NOT A LIVE SYSTEM. THE HEADS WILL NOT

ACTIVATE FROM FUSIBLE LINKS NOR WILL NOTIFICATION
TO THE MAIN FIRE ALARM SYSTEM OCCUR.

THIS PROP IS FOR TRAINING PURPOSES ONLY
STD FIRE DEPT. CONN. @ EACH FLOOR

LEVEL OF STAIR TOWER

ELEVATION SECTION
3/16" ALUMINUM

WALL BRACKET

EXTERIOR
CONCRETE or

CMU WALL, PER
PLAN

SAFETY CAP
1-1/4" SERRATED ALUM.

RUNGS, TYP.
1' - 6"
4"
7"
FIN. FLOOR FIN. FLOOR
1' - 10"

SERRATED ALUMINUM

RAILS, TYPICAL
STAIR #3
TYP.
1' - 0"

STAIR TOWER ROOF
LEVEL
SUMMARY OF QUANTITIES:

PROVIDE RACK FOR EACH BURN AREA OF TRAINING
TOWER (10 TOTAL).
(4) REMOVABLE GRATES MADE OF 1/4" #20
CAST IRON EXPANDED METAL w/ FLAT PLATE

FRAME, TYPICAL
DOUBLE ANGLE AT MIDPOINT (2

LEVELS)
3" x 3" x 1/4" VERTICAL ANGLE LEGS
@ CORNERS, TYP.

NOTE:

UPON COMPLETION OF FABRICATION ALL

METAL FRAME SURFACES SHALL BE PAINTED
2 USING HIGH-TEMPERATURE PAINT. ' - 0"
6' - 0"

PLAN VIEW
REMOVABLE GRATES (4 TOTAL):
1/4" #20 CAST IRON EXPANDED
METAL w/ FLAT PLATE FRAME
1-1/4" WIDE x 1/4" FLAT PLATE CROSS
BRACING @ BOTH SHORT ENDS & (1)

LONG SIDE, WELDED TO ANGLE FRAME
3" x 3" x 1/4" ANGLE FRAME w/

WELDED CONNECTIONS, COPE ALL

CONNECTING ENDS
6" x 6" x 3/8" BASE PLATE CENTERED UNDER
POSTS, TYPICAL 6 LOCATIONS
1' - 0" 2' - 0"

ELEVATION
FIN. FLOOR
3" x 1/4" FLAT PLATE POST @
MIDPOINT, TYP.

THIS FRAME IS TO PROVIDE A PORTABLE LOCATION
FOR COMBUSTIBLE MATERIALS TO BE BURNED. THE

TWO GRATES TO SUPPORT THE MATERIAL SHALL BE
INDEPENDENT ALLOWING REMOVAL WHEN UPPER or
LOWER BURNING IS DESIRED.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ARCHITECTURAL

DETAILS - TRAINING
TOWER
A-2-803
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-301 1 1/2" = 1'-0"
PARAPET WALL CAP N1
RE: N8/ A-2-803 3" = 1'-0"
PIVOT PARTITION HINGE N5
1/2" = 1'-0"
PIVOT PARTITION ELEVATION N8
1/2" = 1'-0"
SLIDING PANEL ELEVATION N17
1/4" = 1'-0"
TRAINING SPRINKLER SYSTEM F1
1/2" = 1'-0"
EXTERIOR ACCESS LADDER F8
3/4" = 1'-0"
TYPICAL CLASS "A" LOW BURN RACK F13
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
232
3' - 4"
4' - 0"
3' - 4"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"

PER SCHEDULE
TYPE 1

SINGLE - FLUSH
DOOR
PER
S

CHEDULE

PER SCHEDULE
6" 6"
6" 10"
PER
S

CHEDULE
TYPE 3A/3B

SINGLE - LITE FULL
3A: GLASS PANEL
3B: 1/4" ALUM. PANEL
T T T
10" 6"
6" 6" 6" 6"

PER SCHEDULE
PER
S

CHEDULE
TYPE 4A/4B

DOUBLE - LITE FULL
4A: GLASS PANEL
4B: 1/4" ALUM. PANEL
10" MIN
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE

PER SCHEDULE
PER
S

CHEDULE
TYPE 9

SLIDING HANGING DOOR
T
L

TEMPERED GLAZING

LAMINATED GLAZING

DOOR GLAZING LEGEND
GLAZING NOTE:

SAFETY GLAZING MUST BE PROVIDED AT HAZARDOUS
LOCATIONS PER CBC 2406.4, INCLUDING, BUT NOT LIMITED TO, GLAZING WITHIN 18 INCHES OF A WALKING SURFACE, GLAZING
IN DOORS, AND WINDOWS ADJACENT TO DOORS.

DOOR TYPES
TYPE 2

DOUBLE - FLUSH
DOOR

PER SCHEDULE
PER
S

CHEDULE
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE
LOUVERS, S.M.D.

DOOR NOTES

1. PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED.

2. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL)

3. FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE

INFORMATION, REFER TO ROOM DATA SHEETS AND
SPECIFICATION.

4. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE
ACTING DOOR IN TOWER BUILDING.

5. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME @
INTERIOR DOORS IN CLASSROOM BUILDING, TYP.

6. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE
BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT)
AND AN

7. AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR

EQUIVALENT)
*1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES,

FIELD PAINTED
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

WIINDOW & DOOR

SCHEDULES - TRAINING
TOWER
A-2-921
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

TRAINING TOWER - SPECIAL OPENING SCHEDULE
MARK
SIZE

WIDTH HEIGHT OPERATION NOTES
1-A 3' - 4" 4' - 0"
1-B 3' - 4" 4' - 0"
1-H 2' - 0" 1' - 4"
2-A 4' - 0" 4' - 0"
2-B 4' - 0" 4' - 0"

DOOR SCHEDULE - TRAINING TOWER
From Room: Name
DOOR
NO.

FIRE
RATING
HW
SET

DOOR ACCESS

CONTROL
TYP
E

OPENING DOOR FRAME DETAILS

WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 2-TOWER BUILDING
COMMERCIAL SPACE 2-101.1 3B 3' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP.

COMMERCIAL SPACE 2-101.2 1 3' - 0" 7' - 0" 1 3/4" *1
COMMERCIAL SPACE 2-102.1 4B 6' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP.

COMMERCIAL SPACE 2-102.2 9 4' - 0" 7' - 0" 2" SEE DETAIL 7/D-A9.32 FOR MOUNTING & HARDWARE INFORMATION COMMERCIAL SPACE 2-102.3 9 4' - 0" 7' - 0" 2" SEE DETAIL 7/D-A9.32 FOR MOUNTING & HARDWARE INFORMATION COMMERCIAL SPACE 2-102.4 1 3' - 0" 7' - 0" 1 3/4" *1
2-103.1 3B 3' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP.

COMMERCIAL SPACE 2-103.2 1 3' - 0" 7' - 0" 1 3/4" FORCEABLE ENTRY DOOR, *1 STAIR #3-1F 2-104 1 3' - 0" 7' - 0" 1 3/4" *1
STAIR #3-2F 2-201.1 1 3' - 0" 7' - 0" 1 3/4" *1
HALL 2-201.2 1 2' - 4" 7' - 2" 1 3/4" *1
HALL 2-202.1 1 2' - 4" 7' - 2" 1 3/4" *1
MOTEL ROOM 2-202.2 1 3' - 0" 7' - 2" 1 3/4" *1
HALL 2-203.1 1 2' - 4" 7' - 2" 1 3/4" FORCEABLE ENTRY TRAINING DOOR, SEE DETAIL 17/D-A9.31 MOTEL ROOM 2-203.2 1 3' - 0" 7' - 2" 1 3/4" FORCEABLE ENTRY DOOR, *1 HALL 2-204.1 1 2' - 4" 7' - 2" 1 3/4" *1
MOTEL ROOM 2-204.2 1 3' - 0" 7' - 2" 1 3/4" *1
HALL 2-206.1 1 2' - 4" 7' - 2" 1 3/4" *1
APARTMENT 2-206.2 1 3' - 0" 7' - 0" 1 3/4" PRE-MANUFACTURED FORCEABLE ENTRY DOOR HALL 2-207 1 2' - 4" 7' - 2" 1 3/4" *1
STAIR #3-3F 2-301 1 3' - 0" 7' - 2" 1 3/4" *1
APARTMENT 2-302.1 1 2' - 4" 7' - 2" 1 3/4" *1
APARTMENT 2-302.2 2 5' - 0" 7' - 2" 1 3/4" *1
STAIR #3-4F 2-401 1 3' - 0" 7' - 2" 1 3/4" *1
APARTMENT 2-402 2 5' - 0" 7' - 2" 1 3/4" *1
STAIR #3-5F 2-501 1 3' - 0" 7' - 2" 1 3/4" *1

1. HOLLOW METAL FRAMES WITH HOLLOW METAL DOORS, TYPICAL.

2. SEE EXTERNAL ELEVATIONS FOR DOOR SWING DIRECTION

SPECIAL OPENING ELEVATIONS
1-A

UNLINED
1-B

THERMALLY
LINED
2-A

UNLINED
2-B

THERMALLY
LINED
7' - 4".

FINISH FLOOR
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
7' - 4".7' - 4".
7' - 4".
233
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FINISH SCHEDULES -

TRAINING TOWER
A-2-931
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

ROOM FINISH SCHEDULE - TRAINING TOWER
ROOM # ROOM NAME FLOOR FINISH BASE FINISH
WALLS

NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 2-TOWER BUILDING
2-101 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2/THRM X1/THRM 2-102 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2 X1/THRM 2-103 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2 X1/THRM 2-104 STAIR #3-1F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1
2-201 HALL CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1
2-202 MOTEL ROOM CONC2/FB - CMU-2 CMU-2 CMU-2 CMU-2/THRM X1/THRM 2-203 MOTEL ROOM CONC2 - CMU-2 - CMU-2 - X1
2-204 MOTEL ROOM CONC2 - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2 X1/THRM 2-205 STAIR #3-2F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1
2-206 APARTMENT CONC2/FB - CMU-2 CMU-2 CMU-2/THRM CMU-2 X1/THRM 2-207 ATTIC CONC2/FB - CMU-2 CMU-2 CMU-2/THRM CMU-2/THRM X1 2-301 STAIR #3-3F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1
2-302 APARTMENT CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2/THRM X1/THRM 2-401 STAIR #3-4F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1
2-402 APARTMENT CONC2 - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2 X1/THRM 2-501 STAIR #3-5F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1

FINISH SCHEDULE - INTERIOR - TRAINING TOWER

MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE

CEILING
THRM-1 THERMAL LINING
X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS FLOOR
CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- FB-1 FIRE BRICK FLOORING DEPRESSED INTO STRUCTURAL

CONCRETE SLAB
WALL
THRM-1 THERMAL LINING

FINISH SCHEDULE - EXTERIOR - TRAINING TOWER

MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE ROOF
R-2 ASPHALT SHINGLE ROOFING
WALL
CMU-2 CMU-EXPOSED BASALITE GROUND FACE, S-703(R), SEALED Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
234
G4A-3-201

3.1 M4A-3-201

3.1 3.2

3.2 38' - 8"
12' - 7 7/8" 8' - 0" 18' - 0 1/4"

3.A 3.A

3.B 3.B
14' - 4" 9' - 4"

3.C 3.C
A-3-201
M12
A-3-201
G12

SCBA ROOM
3-101

RESTROOM
3-102

RESTROOM
3-103

COVERED SEATING AREA
23' - 8"
CL
1' - 4"
38' - 8"
3-101.1
3-103.13-102.1
60" x 60" FLR SPACE
30" x 48" FLR
SPACE
ø 5' - 0"

13.031

11.964

11.96511.965

08.014
-3 3/4"
-0 1/4"
+0'-0"
+0'-0"
5' - 2"

10.012
A12
A-3-201
36" CLR SPACE

05.083 36" CLR SPACE

05.078

06.015

26.041

10.012
4' - 10"
3-104.1
4' - 0 1 4/ " 5' - 3 7 8/ "
ICE
3-104
A-3-121
J13

22.045
zA-3-202
M12
M4zA-3-202
zA-3-202
G12
G4zA-3-202

22.056

22.057

22.056

22.015

22.015
CL
9"
CLCLCL
4' - 8" 2' - 4" 5' - 8" 5' - 0" 3' - 0" 10' - 2" 7' - 10" CL
1' - 6"
CL
1' - 6"
G4A-3-201

3.1 M4A-3-201

3.1 3.2

3.2 3.A 3.A

3.B 3.B

3.C 3.C
A-3-201
M12
A-3-201
G12

07.046
A12
A-3-201

07.062

07.044
zA-3-202
M12
M4zA-3-202
zA-3-202
G12
G4zA-3-202

23.033
DS DS

3.1 3.1

3.2 3.2

3.A 3.A

3.B 3.B

3.C 3.C

RESTROOM
3-103

RESTROOM
3-102

SCBA ROOM
3-101

09.052 09.052

09.053

07.042
A12
A-3-201

23.031
+ 8' - 0"
G1
+ 8' - 0"
G1
ICE
3-104

09.053

09.053
CONCRETE WALL or COLUMN,
S.S.D. FOR THICKNESS & REINFORCING

THERMAL WALL LINER
CMU WALL, S.S.D. FOR

THICKNESS & REINFORCING

WALL LEGEND

METAL PANEL

EXPOSED CEILING WITH

ACOUSITCAL SPRAY

PENDANT LINEAR LIGHT, SHADING OF

ANY LUMINARE INDICATES IT'S

CONNECTED TO ALTERNATE POWER,
S.E.D.

RECESSED DOWNLIGHT, SHADING OF

ANY LUMINARE INDICATES IT'S

CONNECTED TO ALTERNATE POWER,
S.E.D.

CEILING SUPPLY/RETURN GRILLE, S.M.D.

3.2 3.A

3.B
A18 A-3-201
A-3-201 L18
H18
D18
018

05.083

05.084

06.015

26.041
CL
1' - 6"

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

FLOOR PLAN, ROOF
PLAN, RCP, SCBA BLDG.

A-3-121
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 1/4" = 1'-0"
RE: D1/ A-1-201 1/4" = 1'-0" FLOOR PLAN - SCBA BUILDING A4 ROOF PLAN - SCBA BUILDING A13
RE: A4/ A-2-201 1/4" = 1'-0"
REFLECTED CEILING PLAN - SCBA BUILDING J4

GENERAL SHEET NOTES

KEYNOTE

05.078 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS ABOVE

05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL

BACKSPLASH

05.084 STAINLESS STEEL WITH EXPOSED WALL BRACKET

06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE

07.042 PRE-FINISHED METAL SOFFIT PANELS, TYPICAL

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

07.046 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL

07.062 PAINTED ALUMINUM EAVE GUTTER

08.014 PAINTED HOLLOW METAL DOOR & FRAME

09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS

09.053 EXPOSED ROOF STRUCTURE ABOVE

10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH

STAND-OFFS

11.964 BAUER SCBA AIR TANK FILLER. ANCHOR TO SLAB PER MANUFACTURER'S

RECOMMENDATIONS AND DETAILS

11.965 O.F.O.I. AIR BOTTLE RACK, TYPICAL

13.031 PORTABLE METAL BLEACHERS, TYPICAL

22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D.

22.045 WATER BOTTLE FILLER, FILTER WATER, S.P.D.

22.056 INSTANTANEOUS TANKLESS WATER HEATER, S.P.D.

22.057 FIRE SPRINKLER FCV ASSEMBLIES FOR SCBA BLDG, S.P.D.

23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION

23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION

26.041 CONTINUOUS ELECTRICAL POWER STRIP, S.E.D. WALL-MOUNTED ABOVE

BACKSPLASH
RE: A4/ A-3-121 1/4" = 1'-0"
ENLARGED PLAN - SCBA BLDG. J13
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
235

3.A 3.B 3.C

04.021

13.031

3.2 3.1

10.012
12' - 0"
2' - 0" 6' - 0"
A12
A-3-201
CLCLCL
EQ EQ

03.032
05 50.01

08.014

23.031

13.031

10.012

05.012

3.1 3.2

08.014
A12
A-3-201

10.017

07.044

3.C 3.B 3.A
12 2

13.031

03.032

22.043

04.021

08.091

08.014

07.044
L-3.1

04.021

05.077

05.083

06.015
2' - 10"
6' - 7 1 2/ "

3.C 3.B 3.A

05.051

03.032

09.052

RESTROOM
3-102

07.044

13.031
GROUND or SMOOTH FACE CMU
(PER GENERAL SHEET NOTES)

WALL PATTERN LEGEND

GENERAL NOTES

1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF

MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE

LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH
SHALL BE MOUNTED AT +42" AFF.

CL
2' - 10"
x06.061
LEGEND
GROUND or SMOOTH FACE CMU;
PTD (CMU-1)

KEYNOTE
MATERIAL TAG; SEE SHEET A-###

FOR EXTERIOR FINISH INFORMATION
(XXX(?)-#)

08.003
A-3-801
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1
STANDING SEAM METAL ROOF; (R-1)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
EXTERIOR ELEV., BLDG
SECTION, INT. ELEV.

SCBA BLDG.

A-3-201
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
RE: A4/ A-3-121 1/4" = 1'-0"
EAST EXTERIOR ELEVATION - SCBA BUILDING M12
RE: A4/ A-3-121 1/4" = 1'-0"
NORTH EXTERIOR ELEVATION - SCBA BUILDING M4
RE: A4/ A-3-121 1/4" = 1'-0"
SOUTH EXTERIOR ELEVATION - SCBA BUILDING G4
RE: A4/ A-3-121 1/4" = 1'-0"
WEST EXTERIOR ELEVATION - SCBA BUILDING G12
RE: J13/ A-3-121 1/4" = 1'-0"
3-101 SCBA RM - WEST INT. ELEV. A18
RE: A4/ A-3-121 1/4" = 1'-0"
TRANSVERSE SECTION - SCBA BUILDING A12

KEYNOTE

03.032 24" DIAMETER CONCRETE PIER, S.S.D.

04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE

SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY

REQUIREMENTS
05 50.01

05.012 PAINTED STEEL BEAM, S.S.D.

05.051 PERFORATED METAL SCREEN PANELS W/ PAINTED METAL FRAME ELEMENTS

05.077 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS

05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL

BACKSPLASH

06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE

07.044 PRE-FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL

08.014 PAINTED HOLLOW METAL DOOR & FRAME

08.091 GSM WALL EXHAUST LOUVER FOR ICE MACHINE ROOM. VERIFY SIZE

REQUIREMENTS WITH FINAL OFOI ICE MACHINE SELECTION

09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS

10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH

STAND-OFFS

10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505

AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS

13.031 PORTABLE METAL BLEACHERS, TYPICAL

22.043 EMERGENCY SHOWER & EYE-WASH STATION, S.P.D.

23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION x06.061 FIBERGLASS REINFORCED PLASTIC PANELS
RE: J13/ A-3-121 1/2" = 1'-0"
SCBA BLDG. RESTROOM - EAST INT. ELEV. L18
RE: J13/ A-3-121 1/2" = 1'-0"
SCBA BLDG. RESTROOM - NORTH INT. ELEV. 018
RE: J13/ A-3-121 1/2" = 1'-0"
SCBA BLDG. RESTROOM - SOUTH INT. ELEV. H18
RE: J13/ A-3-121 1/2" = 1'-0"
SCBA BLDG. RESTROOM - WEST INT. ELEV. D18
Revision Number DATE ISSUE DESCRIPTION
09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT

DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
236

3.A 3.B 3.C 3.2 3.1
12' - 0"
2' - 0" 6' - 0"

CLCLCLCLCL

EQ EQ EQ EQ

3.C 3.B 3.A
12 2 L-3.1

3.1 3.2

GENERAL NOTES

1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE.

3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF

MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE

LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH
SHALL BE MOUNTED AT +42" AFF.

LEGEND
GROUND or SMOOTH FACE CMU;
PTD TAUPE (CMU-1)
MATERIAL TAG; SEE SHEET A-###

FOR EXTERIOR FINISH INFORMATION
(XXX(?)-#) A-3-801
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1
STANDING SEAM METAL ROOF;
CHARCOAL (R-1)
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

RECONCILIATION SET
EXTERIOR ELEV. COLOR
- SCBA BLDG.

A-3-202
SKA Project Number: XXXXX

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R2 09/13/2024 CITY OF DUBLIN SDR
RE: A13/ A-3-121 1/4" = 1'-0"
COLOR ELEVATION- EAST - SCBA BUILDING M12
RE: A4/ A-3-121 1/4" = 1'-0"
NORTH EXTERIOR ELEVATION - SCBA BUILDING M4
RE: A4/ A-3-121 1/4" = 1'-0"
COLOR ELEVATION- WEST - SCBA BUILDING G12
RE: A4/ A-3-121 1/4" = 1'-0"
COLOR ELEVATION SOUTH - SCBA BUILDING G4
R2
10/02/2024 50% DESIGN DEVELOPMENT
237
TYPE 1

SINGLE - FLUSH
DOOR

PER SCHEDULE
PER
S

CHEDULE
TYPE 2

DOUBLE - FLUSH
DOOR

PER SCHEDULE
PER
S

CHEDULE
10" MIN. SMOOTH &

UNINTERRUPTED

SURFACE KICK PLATE
@ PUSH SIDE, TYP.

WHERE CALLED OUT IN

SCHEDULE
LOUVERS, S.M.D.

DOOR TYPES DOOR NOTES

1. PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED.

2. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL)

3. FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE

INFORMATION, REFER TO ROOM DATA SHEETS AND
SPECIFICATION.

4. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE
ACTING DOOR IN TOWER BUILDING.

5. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME @
INTERIOR DOORS IN CLASSROOM BUILDING, TYP.

6. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE
BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT)
AND AN

7. AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR

EQUIVALENT)
*1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES,

FIELD PAINTED
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SCHEDULES - SCBA
BLDG.

A-3-801
SKA Project Number: 24702

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
FINISH SCHEDULE - EXTERIOR - SCBA BLDG.

MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE ROOF
MP-1 PRE-FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12" ROOM FINISH SCHEDULE - SCBA BLDG.

ROOM # ROOM NAME FLOOR FINISH BASE FINISH
WALLS

NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 3-SCBA BUILDING
3-101 SCBA ROOM CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1
3-102 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-103 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-104 ICE CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1
FINISH SCHEDULE - CASEWORK & COUNTERTOPS - SCBA BLDG.

ROOM NO. ROOM NAME
Casework Finish
Ext
Casework Finish
Int Casework Lock
Countertop
Material Casework Comment
3-101 SCBA ROOM LMT-4 SSM-2
FINISH SCHEDULE - INTERIOR - SCBA BLDG.

Material: Material
Use MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE

CASEWORK
CASEWORK LMT-4 PLASTIC LAMINATE - PEWTER MESH WILSONART D12-60 CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4
---

CEILING
CEILING G-3 GYPSUM BOARD - SEMI-GLOSS DUNN EDWARDS DEHW01 ALMOND MILK, SEMI-GLOSS FINISH

MOISTURE RESISTANT PAINT
CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS FLOOR
FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- WALL
WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R),

PAINTED, TUAPE
WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R),

PAINTED, TUAPE
WALL FRP-1 FRP WALL PANEL MARLITE STANDARD D354 DESIGNER WHITE SMOOTH FINISH
W/ALUM. MOLDING
WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4
---

WALL BASE
WALL BASE CB-1 CONCRETE CURB SEALED - NO DYE/STAIN
DOOR SCHEDULE - SCBA BLDG.

From Room: Name
DOOR
NO.

FIRE
RATING
HW
SET

DOOR ACCESS

CONTROL
TYP
E

OPENING DOOR FRAME DETAILS

WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 3-SCBA BUILDING
SCBA ROOM 3-101.1 CG LOCK 2 6' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVERS AT BOTTOM OF EACH LEAF RESTROOM 3-102.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM RESTROOM 3-103.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM ICE 3-104.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
238

SCOPE OF WORK
• PROVIDE DOMESTIC WATER TO SERVE THE CLASSROOM BUILDING AND SCBA BUILDING.
• PROVIDE DRAINAGE WASTE AND VENT TO SERVE THE CLASSROOM BUILDING AND SCBA BUILDING.
• SIZE AND SELECT 3 INSTANTANEOUS WATER HEATERS AND 1 ELECTRIC HEAT PUMP .

CODES OF COMPLIANCE
• THIS IS A DESIGN/ASSIST JOB WHEREBY THE ENGINEERING IS THE RESPONSIBILITY

OF PRAGMATIC PROFESSIONAL ENGINEERS AND THE MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR. • THESE PLANS REPRESENT THE INTENT OF THE PLUMBING AND/OR PROCESS PIPING

INSTALLATION BUT DO NOT INCLUDE THE NECESSARY FIELD COORDINATION REVISIONS. THE INSTALLER IS FREE TO REVISE THE DESIGN AS NECESSARY FOR

COORDINATION IN THE FIELD, BUT THE REVISIONS NEED TO BE APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION.
• THE ENGINEERING AND INSTALLATION ARE BOUND BY LAW TO DELIVER A SYSTEM THAT COMPLIES WITH ALL 2022 TITLE 24 CALIFORNIA CODE REGULATIONS (BUILDING STANDARDS). THESE REGULATIONS SPECIFICALLY INCLUDE THE FOLLOWING CODES.

1. CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE

2. CALIFORNIA BUILDING CODE

3. CALIFORNIA ELECTRICAL CODE

4. CALIFORNIA MECHANICAL CODE

5. CALIFORNIA PLUMBING CODE

6. CALIFORNIA ENERGY CODE

7. CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE

8. CALIFORNIA HISTORICAL BUILDING CODE

9. CALIFORNIA FIRE CODE

10. CALIFORNIA EXISTING BUILDING CODE

11. CALIFORNIA GREEN BUILDING STANDARDS CODE

12. CALIFORNIA REFERENCE STANDARDS CODE
• IF THE INSTALLER IS AWARE OF ANYTHING REPRESENTED ON THESE PLANS THAT IS

NOT CODE-COMPLIANT, THEN THE PROJECT ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.

5.3 WATER EFFICIENCY AND CONSERVATION

CAL-GREEN NOTES

5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY

5.301.1 SCOPE.

THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF CONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER CONVEYANCE.

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS

PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:

5.303.3.1 WATER CLOSETS
THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE

PERFORMANCE CRITERIA OF THE US EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS.

5.303.3.2.1 WALL-MOUNTED URINALS

THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED

0.125 GALLONS PER FLUSH.

5.303.3.2.2 FLOOR-MOUNTED URINALS

THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.

5.303.3.3.1 SINGLE SHOWERHEAD
SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE

PERFORMANCE CRITERIA OF THE US EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.

5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER

WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED

FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER

SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.

5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS
LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI.

5.303.3.4.2 KITCHEN FAUCETS
KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.

5.303.3.4.3 WASH FOUNTAINS
WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI].

5.303.3.4.4 METERING FAUCETS
METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE.

5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS

METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60 PSI]. NOTE:

WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS

PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE

CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF THIS CODE.

5.410.2 COMMISSIONING. [N] BUILDINGS 10,000 SQUARE FEET AND OVER.

FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING FOR ALL BUILDING SYSTEMS COVERED BY T24, PART 6, PROCESS SYSTEMS, AND RENEWABLE

ENERGY SYSTEMS SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT. COMMISSIONING REQUIREMENTS SHALL INCLUDE ITEMS LISTED IN 5.410.2.

EXCEPTIONS:

1. UNCONDITIONED WAREHOUSES OF ANY SIZE

2. AREAS LESS THAN 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED

ACCESSORY SPACES WITHIN UNCONDITIONED WAREHOUSES

3. TENANT IMPROVEMENTS LESS THAN 10,000 SQUARE FEET AS DESCRIBED IN SECTION 303.1.1.

4. COMMISSIONING REQUIREMENTS FOR ENERGY SYSTEMS COVERED BY THE

CALIFORNIA ENERGY CODE

5. OPEN PARKING GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE AREAS, OF ANY

SIZE, WITHIN A STRUCTURE

5.410.2.1 OWNER’S OR OWNER REPRESENTATIVE’S PROJECT REQUIREMENTS (OPR). [N]

THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING APPROPRIATE TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BEGINS.

THE OPR SHALL INCLUDE ITEMS LISTED IN 5.410.2.1.

5.410.2.2 BASIS OF DESIGN (BOD). [N]

A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN PHASE OF THE BUILDING PROJECT. THE BOD SHALL COVER THE SYSTEMS LISTED IN 5.410.2.2.

5.410.2.3 COMMISSIONING PLAN. [N]

PRIOR TO PERMIT ISSUANCE A COMMISSIONING PLAN SHALL BE COMPLETED TO DOCUMENT HOW THE PROJECT WILL BE COMMISSIONED. THE COMMISSIONING PLAN SHALL INCLUDE ITEMS LISTED IN 5.410.2.3.

5.410.2.4 FUNCTIONAL PERFORMANCE TESTING. [N]

FUNCTIONAL PERFORMANCE TESTS SHALL DEMONSTRATE THE CORRECT

INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM AND SYSTEM-TO-SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

FUNCTIONAL PERFORMANCE TESTING REPORTS SHALL CONTAIN INFORMATION

ADDRESSING EACH OF THE BUILDING COMPONENTS TESTED, THE TESTING METHODS UTILIZED, AND INCLUDE ANY READINGS AND ADJUSTMENTS MADE.

5.410.2.5 DOCUMENTATION AND TRAINING. [N]

A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED,

INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

5.410.2.5.1 SYSTEMS MANUAL. [N]

DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING SHALL BE

COMPLETED WITHIN THE SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE SYSTEMS MANUAL SHALL INCLUDE THE ITEMS LISTED IN

5.410.2.5.1.

5.410.2.5.2 SYSTEMS OPERATIONS TRAINING. [N]

A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR

EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DEVELOPED AND DOCUMENTED IN THE COMMISSIONING REPORT AND SHALL INCLUDE THE ITEMS LISTED IN 5.410.2.5.2.

5.410.2.6 COMMISSIONING REPORT. [N]

A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE

DESIGN AND CONSTRUCTION PHASES OF THE BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE.

PROJECT LOCATION

MINIMUM PIPE INSULATION THICKNESS SCHEDULE

FLUID OPERATING TEMPERATURE
RANGE (°F) AND USAGE CONDUCTIVITY
BTU•INCH/(H•FT^2•°F)

MEAN RATING
TEMPERATURE (°F)

INSULATION CONDUCTIVITY NOMINAL PIPE SIZE OR TUBE SIZE (INCHES) <1 1 to <1.5 1.5 to <4 4 to <8 ≥8

INSULATION THICKNESS (INCHES)
>350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0
251 - 350 0.29 - 0.32 250 3.0 4.0 4.5 4.5 4.5
201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0
141 - 200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 2.0
105 - 140 0.22 - 0.28 100 1.0 1.0 1.5 1.5 1.5

MINIMUM PIPE INSULATION THICKNESS FOR COOLING SYSTEMS (CHILLED WATER, BRINE, AND REFRIGERANT) 40°F - 60°F 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0
<40°F 0.20 - 0.26 50 0.5 1.0 1.0 1.0 1.5
TABLE E 503.7.3(1) & TABLE E 503.7.3(2) OF THE 2022 CALIFORNIA MECHANICAL CODE 2022 CAL GREEN STANDARDS

FIXTURE TYPE FIXTURE FLOW RATE (MAXIMUM)
WATER CLOSET 1.28 GAL / FLUSH
WALL-MOUNTED URINAL 0.125 GAL / FLUSH
LAVATORY 0.50 GPM
KITCHEN FAUCET 1.80 GPM
SHOWER 1.80 GPM
FLOOR-MOUNTED URINAL 0.50 GAL / FLUSH

ANGLE VALVE
SYMBOL

AQUASTAT

AUTOMATIC AIR VENT

BACKFLOW PREVENTER - DOUBLE CHECK VALVE

BACKFLOW PREVENTER - REDUCED PRESSURE VALVE

BALANCING VALVE

BALL VALVE

BUTTERFLY VALVE

CAP ON END OF PIPE

CHECK VALVE

CLEANOUT PLUG

CLEANOUT TO GRADE

CONCENTRIC REDUCER

EXPANSION JOINT

FLEXIBLE CONNECTION (BRAIDED)

FLOOR CLEANOUT

FLOOR DRAIN WITH P-TRAP

FLOOR SINK

FLOW IN DIRECTION OF ARROW

FLOW SWITCH

GAS COCK, GAS STOP

GATE VALVE

GLOBE VALVE

HOSE BIBB

MANUAL AIR VENT

MOTOR-OPERATED VALVE (SPECIFY TYPE)

DESCRIPTION

ECCENTRIC PIPE CHANGE

PIPE ANCHOR
PIPE BRANCH – BOTTOM CONNECTION
PIPE BRANCH – TOP CONNECTION

PIPE GUIDE

PIPE RISE OR DROP

PIPE RISER DOWN

PIPE RISER UP

PLUG VALVE

POINT OF CONNECTION

PRESSURE AND TEMPERATURE PORT

PRESSURE GAUGE WITH GAUGE COCK

PRESSURE REDUCING VALVE (GAS PRESSURE REGULATOR)

PRESSURE REGULATING VALVE

PRESSURE REGULATING VALVE (SELF-CONTAINED)

PRESSURE SWITCH

RECESSED WALL HYDRANT

SOLENOID VALVE

STEAM TRAP

STRAINER
TEE

TEMPERATURE MIXING VALVE

TEMPERATURE PRESSURE RELIEF VALVE

PRESSURE RELIEF (SAFETY) VALVE

THERMOMETER
UNION

WALL CLEANOUT

WATER HAMMER ARRESTER

PLUMBING SYMBOLS

POINT OF DISCONNECTION
AV
CO
COTG
FCO
FS
HB
MV
M
P/T
PG
PS
WH
S
T
TMV
THERM
WCO
WHA

CONDENSATE
SYMBOL

CLEAN DRY AIR

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

NATURAL GAS

DESCRIPTION

PLUMBING SYSTEMS
CD
CDA
DCW
DHW
DHWR
NG

RWL RAINWATER LEADER

SD STORM DRAIN

SS SANITARY SEWER
V VENT

OD RAINWATER LEADER OVERFLOW

1. ALL PLUMBING WORK AND FIXTURES SHALL COMPLY WITH CALIFORNIA TITLE 24 AND CAL GREEN REQUIREMENTS.

2. ALL PLUMBING TO COMPLY WITH THE LATEST VERSION OF THE CPC OR CURRENT CODE BEING ENFORCED.

3. FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, AND PERFORM

ALL REQUIRED OPERATIONS TO PROVIDE A COMPLETE AND OPERABLE

PLUMBING SYSTEM, IN ACCORDANCE WITH THE FULL INTENT AND

MEANING OF THE DRAWINGS AND SPECIFICATIONS AND PER
STANDARD TRADE PRACTICES.

4. WHERE PIPING OR EQUIPMENT ANCHORAGE DETAILS ARE NOT SHOWN

ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / STRUCTURAL ENGINEER.

5. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED.

6. ALL REQUIRED OPENINGS IN EXISTING CONCRETE FLOORS AND

STRUCTURAL WALL ARE TO BE X-RAYED AND REVIEWED WITH THE STRUCTURAL ENGINEER PRIOR TO CORE DRILLING.

7. ALL FLOOR DRAINS AND REQUIRED WASTE RECEPTORS SHALL BE

PROVIDED WITH A TRAP PRIMER AND CONNECTED TO A P-TRAP AND VENT.

8. HORIZONTAL DRAINAGE PIPING SHALL BE RAN IN PRACTICAL

ALIGNMENT AND A UNIFORM SLOPE OF NOT LESS THAN ONE FOURTH (1/4) OF AN INCH PER FOOT OR TWO (2) PERCENT TOWARD THE POINT OF DISPOSAL FOR PIPES 3" IN DIAMETER OR SMALLER, AND NOT LESS THAN ONE EIGHTH (1/8) OF AN INCH PER FOOT OR ONE (1) PERCENT TOWARD THE POINT OF DISPOSAL FOR PIPES 4" IN DIAMETER OR GREATER.

9. IN ADDITION TO THE CLEANOUT LOCATIONS SHOWN ON THE

DRAWINGS, EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. EACH RUN OF PIPING THAT IS MORE THAN 100 FEET IN TOTAL DEVELOPED LENGTH SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FEET, OR FRACTION THEREOF, IN THE LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT

SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135 DEGREES. A

CLEANOUT SHALL BE INSTALLED ABOVE THE FIXTURE CONNECTING

FITTING, SERVING EACH URINAL, REGARDLESS OF THE LOCATION OF THE URINAL IN THE BUILDING.

10. ALL INDIRECT LINES DRAINING INTO THE WASTE SYSTEM SHALL DO SO

THROUGH AN AIRGAP OR AIR BREAK EQUAL IN HEIGHT TO TWO PIPE

DIAMETERS AS MEASURED FROM THE LOWEST POINT OF THE

INDIRECT WASTE PIPE OR THE FIXTURE OUTLET TO THE FLOOD-LEVEL RIM OF THE RECEPTOR. IN NO CASE SHALL THE GAP BE LESS THAN 1 INCH.

11. THESE DRAWINGS ARE DIAGRAMMATIC AND NO ATTEMPT HAS BEEN MADE TO SHOW ALL OFFSETS OR FITTINGS. THE PLUMBING

CONTRACTOR SHALL INSTALL A COMPLETE PLUMBING SYSTEM PER LATEST EDITION OF CPC AND STANDARD TRADE PRACTICE.

12. STUD PARTITIONS CONTAINING PLUMBING SHALL BE FRAMED AND THE

JOISTS UNDERNEATH SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

13. ALL ACCESS PANELS SHALL BE STAINLESS STEEL AND A MINIMUM OF 14"X14".

14. ALL PLUMBING ROUGH-INS FOR KITCHEN EQUIPMENT SHALL BE COORDINATED WITH THE FOOD SERVICE DRAWINGS.

15. CONTRACTOR SHALL COORDINATE PIPING LAYOUTS WITH OTHER TRADES BEFORE FABRICATION AND INSTALLATION.

16. ALL VENT PIPING TO TERMINATE 10' AWAY FROM AND 3' ABOVE ANY MECHANICAL AIR INLET.

17. ALL EQUIPMENT SHALL HAVE A UL (OR NRTL EQUIVALENT) DESIGN LISTING/NUMBER. ANY EQUIPMENT NOT LISTED WILL BE REQUIRED TO

BE FIELD TESTED AND CERTIFIED BY AN APPROVED TESTING AGENCY OR THIRD PARTY. IT IS THE RESPONSIBILITY OF THE OWNER AND THE

OWNER'S DESIGN / CONSTRUCTION TEAM TO NOTIFY THE BUILDING

DEPARTMENT IF FIELD TESTING IS REQUIRED FOR ANY EQUIPMENT WITHOUT A UL OR NRTL EQUIVALENT LISTED LABEL. PROOF OF

EQUIPMENT CERTIFICATION WILL NEED TO BE SUBMITTED AND
APPROVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED.

18. LIMIT ALL MANUALLY OPERATED FAUCETS TO 120 DEGREES
FAHRENHEIT.

19. LIMIT ALL AUTOMATICALLY OPERATED FAUCETS TO 105 DEGREES FAHRENHEIT.

20. DEAD LEGS SHALL HAVE A METHOD OF FLUSHING.

21. THE DISCHARGE PIPING SERVING A TEMPERATURE RELIEVE VALVE,

PRESSURE RELIEF VALVE, OR COMBINATION OF BOTH SHALL HAVE NO

VALVES, OBSTRUCTIONS, OR MEANS OF ISOLATION AND SHALL

DISCHARGE INDEPENDENTLY THROUGH AN AIRGAP INTO THE

DRAINAGE SYSTEM OR OUTSIDE THE BUILDING WITH THE END OF THE PIPING NOT EXCEEDING 2 FEET AND NOT LESS THAN 6" ABOVE THE GROUND AND POINTING DOWNWARDS. DISCHARGE FROM A RELIEF

VALVE INTO A WATER HEATER PAN SHALL BE PROHIBITED AND THE DISCHARGE TERMINATION POINT SHALL BE READILY OBSERVABLE.

22. PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTALLATION INSTRUCTION AND SHALL BE
ACCESSIBLE FOR REPAIRS. PUMPS INTENDED FOR DRINKING WATER SHALL BE IN ACCORDANCE WITH NSF 61.

GENERAL NOTES

1. PLUMBING SYSTEMS SHALL COMPLY WITH ASHRAE HANDBOOK -- HVAC APPLICATIONS CAHPTER 47, "SOUND & VIBRATION CONTROL",
CURRENT EDITION.

2. ALL PLUMBING ADJACENT OR OVERHEAD OF OCCUPIED AREAS SHALL BE ISOLATED USING HOLDRITE SILENCERS. PIPES LARGER THAN 1-1/4" DIAMTER SHALL BE ISOLATED USING TRISOLATOR PIPE SLEEVES.

INSTALL PLUMBING NOISE ISOLATORS AT:

A. DOMESTIC SUPPLY AND RETURN PIPES (HOT AND COLD)
B. WASTE/DRAIN PIPES

3. VENT PIPES DO NOT REQUIRE NOISE ISOLATORS.

4. INSTALL PIPES NO CLOSER THAN 1-1/2" FROM THE GYPSUM BOARD SURFACES.

5. IF PLASTIC AND/OR COPPER WASTE PIPES ARE USED , THEN WRAP THE

ENTIRE PIPE WITH PIPE WRAP TAPE OR APPROVED ACOUSTICAL PIPE PUTTY.

6. PIPES MUST NOT BE IN SOLID CONTACT WITH THE BUILDING. ISOLATE PIPES AS FOLLOWS:

A. PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR

SLAB, STUDS, OR SOLID WALLS) SHOULD BE OVERSIZED TO

PREVENT CONTACT AND/OR TO ACCOMMODATE AN ISOLATED
PIPE SLEEVE. PROVIDE MINIMUM SEPARATION PER ACOUSTIC
DESIGN REQUIREMENT.

B. WHERE DOUBLE-STUD PLUMBING WALLS ARE USED, ROUTE AND

SECURE PIPES THAT SERVE A PARTICULAR ROOM TO THE STUD
ROW THAT SUPPORTS THE GYPSUM BOARD OF THAT SAME ROOM.

PROVIDE MINIMUM SEPARATION PER ACOUSTIC DESIGN
REQUIREMENT.

7. ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS:

A. FOR PIPES 1 INCH DIAMETER OR LESS: INSTALL THE ACOUSTOPLUMB SYSTEM OF SLEEVES AND CLAMPS- ORANGE AND BLUE,

ACOUSTO-PLUMB SYSTEM, THE BLUE & WHITE HUBBARD

HOLDRITE SILENCER SYSTEM OR APPROVED EQUAL AND
STONEMAN TRISOLATOR SERIES 11/500 SYSTEM.

B. FOR PIPES LARGER THAN 1 INCH DIAMETER: INSTALL TRISOLATOR SERIES 100/500 PIPE SLEEVES BY STONEMAN COMPANY OR

APPROVED EQUAL IN CONJUNCTION WITH STANDARD METAL PIPE
CLAMPS AND HANGERS.

C. ISOLATE RISER CLAMPS FOR WASTE, SUPPLY, AND INTERNAL RAIN

LEADER PIPES FROM THE BUILDING STRUCTURE USING MASON
MSW WAFFLE PADS OR APPROVED EQUAL.

8. PUMPS SHALL BE VIBRATION ISOLATED AS FOLLOWS:

INLINE PUMPS:

MOTOR SPEED <1800 RPM TWO-INCH DEFLECTION COMBINATION
SPRING NEOPRENE HANGERS (MASON 30N OR EQUAL)
MOTOR SPEED 1800-3000 RPM ONE-INCH DEFLECTION

COMBINATION SPRING-NEOPRENE MOUNTS
MOTOR SPEED >3000 RPM SUSPEND ON NEOPRENE HANGERS,
MIN. STATIC DEFLECTION OF 0.20 INCHES (MASON HD OR EQUAL).

VARIABLE SPEED PUMPS REQUIRED ISOLATOR DEFLECTION SHALL

BE DETERMINED BY THE LOWEST MOTOR SPEED

1. PROVIDE FLEXIBLE CONNECTIONS AT ALL PUMPS (MASON SAFEFLEX OR EQUAL) FOR PIPES 1-1/2" AND GREATER IN DIAMTER, PROVIDE THE TWIN SPHERESFDEJ FLEXIBLE CONNECTOR. FOR PIPES LESS THAN 1-1/2" IN DIAMETER, PROVIDE THE SINGLE SPHERE SFU CONNECTOR.

2. PROVIDE FLEXIBLE CONDUIT AND PIPING TO ALL VIBRATION-ISOLATED EQUIPMENT. FLEXIBLE PIPE CONNECTORS SHALL BE MASON
INDUSTRIES TYPE SAFEFLEX TWIN SPHERE OR APPROVED EQUAL.

3. THE PLUMBING SYSTEM MUST BE INSTALLED PER THE PLUMBING CODE. WHERE A CODE REQUIREMENT APPEARS TO CONTRADICT PIPE

ISOLATION REQUIREMENTS BRING THE CONFLICTING REQUIREMENTS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.

ACOUSTICAL NOTES
Exp. 12/31/24
M 39690

REG I STERED PROF E SS I ONA L

ENG I NEE
C
R

ARLO B I SCOCHO

M E C H A N I C A L

S T A T E OF CA L I F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
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D
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NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
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16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
R
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M
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1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING COVER
SHEET
P-0-000
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION

PLUMBING DRAWING INDEX

SHEET NUMBER SHEET DESCRIPTION
P-0-000 PLUMBING COVER SHEET
P-0-001 PLUMBING EQUIPMENT SCHEDULES
P-0-002 PLUMBING SITE PLAN
P-1-200 PLUMBING FLOOR PLAN - CLASSROOM BLDG - BELOW SLAB P-1-210 PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1
P-1-220 PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF
P-1-310 DOMESTIC WATER PLAN - CLASSROOM BLDG - LEVEL 1
P-3-310 DOMESTIC WATER PLANS - SCBA BLDG
P-4-601 PLUMBING DETAILS
P-4-602 PLUMBING DETAILS
P-4-701 PLUMBING TITLE 24
Sheet Count: 11

ABBREV DESCRIPTION
& AND
(E) EXISTING
(F) FUTURE
(N) NEW
@ AT

ABV ABOVE

AD ACCESS DOOR OR AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AG ABOVE GRADE

AP ACCESS PANEL

ARCH ARCHITECT OR ARCHITECTURAL

BDLG BUILDING

BF BELOW FLOOR

BFF BELOW FINISHED FLOOR

BG BELOW GRADE

BOP BOTTOM OF PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

BV BALL VALVE

CD CONDENSATE

CDA CLEAN DRY AIR

CFF CAPPED FOR FUTURE

CFH CUBIC FEET PER HOUR

CI CAST IRON

CLG CEILING

CO CLEANOUT

CONT CONTINUOUS

COTG CLEANOUT TO GRADE

CPC CALIFORNIA PLUMBING CODE

CTE CONNECT TO EXISTING

CV CHECK VALVE

DCVA DOUBLE CHECK VALVE ASSEMBLY

DCW DOMESTIC COLD WATER

DD DECK DRAIN

DFU DRAINAGE FIXTURE UNIT

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

DWG DRAWING

ET EXPANSION TANK

EWC ELECTRICAL WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

FC FLEXIBLE PIPE CONNECTOR

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FLR FLOOR

FS FLOOR SINK

FT FEET

FU FIXTURE UNIT

GAL GALLONS

GC GAS COCK

GCO GRADE CLEANOUT

GM GAS METER

GPF GALLONS PER FLUSH

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GW GREASE WASTE

GWH GAS-FIRED WATER HEATER

HB HOSE BIBB

HWR HOT WATER RETURN

IE INVERT ELEVATION

IEWH INSTANT WATER HEATER

IW INDIRECT WASTE

JS JANITOR SINK

LV LAVATORY

MECH MECHANICAL

MH MANHOLE

MS MOP SINK

NG NATURAL GAS

NIC NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

ORD OVERFLOW ROOF DRAIN
P PUMP

PD PLANT DRAINER OR PRESSURE DROP

PG PRESSURE GAUGE

PLBG PLUMBING

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH (GAUGE)

PTRV PRESSURE AND TEMP RELIEF VALVE

QTY QUANTITY

RD ROOF DRAIN

RIO ROUGH-IN-ONLY

RL RELOCATED

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RR ROOF RECEPTOR

RWL RAINWATER LEADER

SAD SEE ARCHITECTURAL DRAWINGS

SCHED SCHEDULE

SD STORM DRAIN

SE SEWAGE EJECTOR

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FEET

SGC SEISMIC GAS SHUTOFF VALVE

SH SHOWER

SJ SEISMIC JOINT

SK SINK

SL SLOPE

SMD SEE MECHANICAL DRAWINGS

SOV SHUTOFF VALVE

SP SUMP PUMP OR STATIC PRESSURE

SPECS SPECIFICATIONS

SS SANITARY SEWER

SSD SEE STRUCTURAL DRAWINGS

SSK SERVICE SINK

SST STAINLESS STEEL

ST STRAINER

TD TRENCH DRAIN

TDL TOTAL DISTANCE LENGTH

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TYP TYPICAL

UF UNDERFLOOR

UG UNDERGROUND

UN UNION

UON UNLESS OTHERWISE NOTED

UR URINAL

V SANITARY VENT OR VOLTS

VAC VACUUM

VB VACUUM BREAKER

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WASTE OR WATTS

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER OR WALL HYDRANT

WHA WATER HAMMER ARRESTER

WM WATER METER

WSFU WATER SUPPLY FIXTURE UNIT
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
239
Exp. 12/31/24
M 39690

REG I STERED PROF E SS I ONA L

ENG I NEE
C
R

ARLO B I SCOCHO

M E C H A N I C A L

S T A T E OF CA L I F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING EQUIPMENT

SCHEDULES
P-0-001
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
WD-1 1 RESIDENTIAL WASHER DRYER 1/2" 1/2" 1" 2"
EEWS-1 1 EMERGENCY EYEWASH AND SHOWER 1-1/4" 1-1/4" -- -- IM-1 1 ICE MACHINE 3/4" -- -- --
MS-1 1 MOP SINK 3/4" 3/4" 3" 2" FLORESTONE MODEL MSR-2424 MOP SINK BASIN, FAUCET CHICAGO MODEL 540-LDL12E1ABCP WITH VACUUM BREAKER HY-1 - ROOF HYDRANT 3/4" -- -- -- MODEL 2131RE BY FREEZEFLOW, NO DRAIN REQUIRED HB-1 4 HOSE BIBB 3/4" -- -- -- ACORN-8121CP-LF WITH VACUUM BREAKER SH-2 3 ADA SHOWER 3/4" 3/4" 2" 2"
CHICAGO MODEL SH-PB1-13-040, SHOWER HEAD SYSTEM WITH PRESSURE BALANCING VALVE AND SHOWER HEAD, WALL MOUNTED WITH HAND SPRAY, 1.5 GPM MAX FLOW RATE
SH-1 1 SHOWER 3/4" 3/4" 2" 2" CHICAGO MODEL SH-PB1-03-000 PRESSURE BALANCING SHOWER SYSTEM WITH 1.5 GPM SHOWER HEAD SK-1 2 KITCHEN SINK 1/2" 1/2" 2" 2"
ELKAY LUSTERTONE CLASSIC STAINLESS STEEL ELUHAD421855, CHICAGO FAUCET- MANUAL SINK FAUCET 201-G8AE26-5-317AB, 1.0 GPM.

GARBAGE DISPOSER, INSINKERATOR, BADGER, 1HP/120V/60HZ
DF-1 1 DRINKING FOUNTAIN/BOTTLE FILLER 1/2" -- 1-1/2" 2" ELKAY EZH2O MODEL LZWS-EDFP217K, NON-REFRIGERATED, FILTERED, BI-LEVEL ADA COOLER, WALL MOUNT, 115V/60Hz LAV-2 3 LAVATORY - WALL HUNG 1/2" 1/2" 2" 2" VITREOUS CHINA WALL MOUNTED LAVATORY SLOAN MODEL SS-3165, SLOAN MODEL EBF-85, BATTERY POWERED FAUCET, 0.35 GPM LAV-1 7 LAVATORY 1/2" 1/2" 2" 2"
VITREOUS CHINA OVAL UNDERMOUNT LAVATORY SLOAN MODEL SS-3001, SENSOR FAUCET SLOAN MODEL ESD-801-CP, COMBO FAUCET & SOAP COMBO, BATTERY POWERED FAUCET, 0.35 GPM
UR-1 2 URINAL 1" -- 2" 2"
URINAL AND FLUSH VALVE COMBO BY SLOAN MODEL WEUS-7000.1401 INCLUDES SU-7009 FIXTURE AND ECOS 8186-0.125 SENSOR FLUSH VALVE WITH 0.125 GPF, BATTERY POWERED, ADA COMPLIANT
WC-2 2 WATER CLOSET FLOOR MOUNT 1-1/4" -- 4" 2"
WALL HUNG TYPE WATER CLOSET SLOAN MODEL WETS-2449.1200 INCLUDES ST-2449 WATER CLOSET AND SENSOR FLUSH VALVE WITH

0.125 GPF, BATTERY POWERED, ADA COMPLIANT
WC-1 5 WATER CLOSET (WALL HUNG) PUBLIC TOILET 1-1/4" - 4" 2" WALL HUNG TYPE WATER CLOSET SLOAN MODEL WETS-2451.1101 INCLUDES ST-2459 FIXTURES AND SENSOR FLUSH VALVE SLOAN MODEL ECOS 8111-1.1 GPF, BATTERY POWER, ADA COMPLIANT

COLD HOT

TAG QUANTITY FIXTURE / EQUIPMENT

DOMESTIC WATER

SANITARY SEWER VENT COMMENTS

PLUMBING FIXTURE AND CONNECTION SCHEDULE
- --

CONDENSATE

ABOVE GRADE X --

BELOW GRADE X BRAZED

DOMESTIC COLD, HOT WATER,

HOT WATER RETURN

ABOVE GRADE X HOT WATER AND HOT WATER RETURN PIPES TO BE INSULATED PER CPC

BELOW GRADE X BRAZED

STORM DRAIN

ABOVE GRADE X --

BELOW GRADE X --

SANITARY WASTE & VENT

ABOVE GROUND X --
PLUMBING SERVICE MATERIAL COPPER TYPE "L" COPPER TYPE "K"

COPPER TYPE DWV
(SOLDERED)

HUBLESS, CAST IRON SOIL

PIPE CISPI HUBLESS
COUPLINGS WITH NSF...

PVC SCHEDULE 40 REMARKS

PIPING MATERIAL SCHEDULE (SEE SPEC'D ALSO)
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
EWH 1 HEAT PUMP ELECTRIC WATER HEATER DOMESTIC HOT WATER SYSTEM LEVEL-1 MECH ROOM LOCHINVAR - - 22 208 1 60 SET STORAGE TEMPERATURE AT 140 DEGREES F, PROVIDE SEISMIC RESTRAINT, INSTALL PER MANUFACTURER RECOMMENDATION. PROVIDE CONTROL POINTS IN CONTROL PANEL TO MONITOR.

IWH 3 INSTANTANEOUS WATER HEATER DOMESTIC HOT WATER SYSTEM

CLASSROOM BUILDING -

OUTDOOR KITCHEN
EEMAX SPEX90TSN4 1.5 9 277 1 33 SET MAXIMUM TEMPERATURE AT 120 DEGREES F, OUTDOOR RATED IWH 2 INSTANTANEOUS WATER HEATER DOMESTIC HOT WATER SYSTEM

SCBA- EMERGENCY EYE
WASH
EEMAX AP054480 EFD 20 54 480 3 65 MAX OUTLET TEMPERATURE 90 DEGREES F, CONFORMS TO ANSI Z3581.1 TEPID WATER IWH 1 INSTANTANEOUS WATER HEATER DOMESTIC HOT WATER SYSTEM

SCBA- RESTROOM -UNDER

LAVATORY
STIEBEL- ELECTRON DHC 4/6-2 0.35 2.9 208 1 SET MAXIMUM TEMPERATURE AT 105 DEGREES F

KW VOLT PHASE AMPS
TYPE

EQUIPMENT
NUMBER

DESCRIPTION SERVICE LOCATION

MANUFACTURE
R

MODEL FLOW RATE

ELECTRICAL

COMMENTS

PLUMBING WATER HEATER SCHEDULE
CA 1

HIGH PRESSURE BREATHING AIR

COMPRESSOR
BREATHING AIR SCBA BUILDING BAUER UNICUS 4S/25H-E3 6000 25.2 15 460 3 4550

COMPLETE PACKAGE SYSTEM WITH ELECTRONIC CO MONITOR WITH CALIBRATION KIT, CFS5.5 3 FILL STATION, FOUR (4) 6,000 PSI ASME AIR STORAGE CYLINDERS, PANEL...

KW VOLT PHASE
TYPE

EQUIPMENT
NUMBER

DESCRIPTION SERVICE LOCATION MANUFACTURER MODEL

WORKING

PRESSURE,
PSI

CHARGING FLOW

RATE, SCFM

ELECTRICAL

WEIGHT,
LBS

COMMENTS

SCBA COMPRESSOR
240
DW
3 3
3 3
3 3
3 3
SA
SA
SA
SA
SA
SA
SA
SA
SA
A
W
SC

SC SC SC SC SC
A
SC SC
SA
SA
SA
SA SA
SA
SA
A
SA SA
SA
SC
SC
SC
SC
SC
SC
SC
SC
A

ENTER TEXT

SHEET NOTES
1 2 ENTER TEXT

2.1 2.1

2.2 2.2

2.3 2.3

2.4 2.4

2.B 2.B

2.A 2.A

3.1 3.1

3.2 3.2

3.A 3.A

3.B 3.B

3.C 3.C

2.A1 2.A1

1.1 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.E 1.E

1.D 1.D

1.C 1.C

1.B 1.B

1.A 1.A
Exp. 12/31/24
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Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
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ENGINEERS
115 Mason Circle
Concord, California 94520
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PLUMBING SITE PLAN
P-0-002
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1" = 20'-0"
1 PLUMBING SITE PLAN
E W
S
N
241
DW

1.1 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.E 1.E

1.D 1.D

1.C 1.C

1.B 1.B

1.A 1.A

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN

OPEN OFFICE
AREA
1-106

TRAINING

DEPUTY CHIEF
OFFICE
1-106A

LOCKER ROOM
(ALL GENDER)
1-107

JANITOR CLOSET
1-105
PUBLIC

RESTROOM
1-104

TURNOUT ROOM
1-108 EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN

PANEL ROOM
1-113

TRAINING

CLASSROOM -
SMALL
1-101

GEN OFFICE

STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

RECEPTION AREA
1-100A

TRAINING

COMMONS
1-100B

CORRIDOR B
1-103B

CORRIDOR A
1-103A CORRIDOR C
1-103C
LARGE

CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114

LOCKER ROOM
(MALE)
1-112A

COVERED

UTILITY YARD
1-115

EXTRACTOR/LAUNDRY
AREA
1-108A
IE: -5' - 7 29/32"
4"ø SS
2"ø SS
1/4" / 1'-0"
1/4" / 1'-0"
SK-1
LAV-2
Exp. 12/31/24
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Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING FLOOR

PLAN - CLASSROOM

BLDG - BELOW SLAB
P-1-200
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
3/16" = 1'-0" 1

PLUMBING FLOOR PLAN - CLASSROOM - UNDERGROUND
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
E W
S
N
242
DW
3 3
3 3
33 3 3
SA
SA
SA
SA
SA
SA
SA
SA
SA
A
W
SC
SC

SC SC SC SC
A
SC SC
SA
SA
SA
SA SA
SA
SA
A
SA
SA
SA
SC
SC
SC
SC
SC
SC
SC
SC
A

1.1 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.E 1.E

1.D 1.D

1.C 1.C

1.B 1.B

1.A 1.A

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN

OPEN OFFICE
AREA
1-106

TRAINING

DEPUTY CHIEF
OFFICE
1-106A

LOCKER ROOM
(ALL GENDER)
1-107

JANITOR CLOSET
1-105
PUBLIC

RESTROOM
1-104

TURNOUT ROOM
1-108 EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN

PANEL ROOM
1-113

TRAINING

CLASSROOM -
SMALL
1-101

GEN OFFICE

STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

RECEPTION AREA
1-100A

TRAINING

COMMONS
1-100B

CORRIDOR B
1-103B

CORRIDOR A
1-103A CORRIDOR C
1-103C
LARGE

CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114

LOCKER ROOM
(MALE)
1-112A

COVERED

UTILITY YARD
1-115

EXTRACTOR/LAUNDRY
AREA
1-108A
Exp. 12/31/24
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Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING FLOOR

PLAN - CLASSROOM
BLDG - LEVEL 1
P-1-210
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
3/16" = 1'-0" 1
PLUMBING FLOOR PLAN - SANITARY VENT - CLASSROOM - LEVEL 1 Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
243

1.1 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.E 1.E

1.D 1.D

1.C 1.C

1.B 1.B

1.A 1.A
Exp. 12/31/24
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Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING ROOF PLAN
- CLASSROOM BLDG -
ROOF
P-1-220
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
3/16" = 1'-0" 1

PLUMBING ROOF PLAN - SANITARY VENT - CLASSROOM
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
244
DW
3 3
3 3
33 3 3
SA
SA
SA
SA
SA
SA
SA
SA
SA
A
W
SC
SC

SC SC SC SC
A
SC SC
SA
SA
SA
SA SA
SA
SA
A
SA
SA
SA
SC
SC
SC
SC
SC
SC
SC
SC
A

1.1 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.E 1.E

1.D 1.D

1.C 1.C

1.B 1.B

1.A 1.A

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN

OPEN OFFICE
AREA
1-106

TRAINING

DEPUTY CHIEF
OFFICE
1-106A

LOCKER ROOM
(ALL GENDER)
1-107

JANITOR CLOSET
1-105
PUBLIC

RESTROOM
1-104

TURNOUT ROOM
1-108 EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN

PANEL ROOM
1-113

TRAINING

CLASSROOM -
SMALL
1-101

GEN OFFICE

STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

RECEPTION AREA
1-100A

TRAINING

COMMONS
1-100B

CORRIDOR B
1-103B

CORRIDOR A
1-103A CORRIDOR C
1-103C
LARGE

CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114

LOCKER ROOM
(MALE)
1-112A

COVERED

UTILITY YARD
1-115

EXTRACTOR/LAUNDRY
AREA
1-108A
2 1/2"ø DCW
2 1/2"ø DCW
2 1/2"ø DCW
3/4"ø DCW 3/4"ø DCW
2"ø DCW
3/4"ø DCW
3/4"ø DCW
3/4"ø DCW
3/4"ø DCW
2"ø DCW 3/4"ø DCW
3/4"ø DCW
2"ø DCW
1 1/2"ø DHW
1 1/2"ø DCW 1/2"ø DCW
1"ø DCW
3/4"ø DCW
1"ø DCW
2"ø DCW
3/4"ø DCW 1"ø DCW
1/2"ø DCW
1/2"ø DCW
2"ø DCW
1/2"ø DCW
2"ø DCW
1"ø DCW 1"ø DCW
1/2"ø DHW
1/2"ø DCW1/2"ø DHW
1"ø DHW 1 1/4"ø DHW
1/2"ø DHW
1/2"ø DCW
1 1/2"ø DHW
1"ø DHW
1"ø DHW
1/2"ø DHW
3/4"ø DHW
3/4"ø DHW1"ø DHW
3/4"ø DHW
1/2"ø DCW
1/2"ø DHW 1"ø DHW 3/4"ø DCW
1/2"ø DHW
3/4"ø DHW
1 1/2"ø DHW
2 1/2"ø DCW
1 1/2"ø DHW
1 1/2"ø DHW
1/2"ø DHW
3/4"ø DHW
3/4"ø DCW
3/4"ø DHW
3/4"ø DCW
1/2"ø DHW
1/2"ø DCW
1/2"ø DHW
1/2"ø DCW 3/4"ø DCW
WD-1 MS-1
HB-1 HB-1
HB-1
UR-1
LAV-2
WC-1
LAV-1
WC-1
SH-2
SK-1
SK-1
LAV-1
LAV-1 LAV-1
LAV-1 LAV-1
LAV-1
UR-1
WC-1
WC-1
SH-2 SH-1
SH-2
WC-1
DF-1
WM-1
Exp. 12/31/24
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Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

DOMESTIC WATER

PLAN - CLASSROOM
BLDG - LEVEL 1
P-1-310
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
3/16" = 1'-0" 1
PLUMBING FLOOR PLAN - DOMESTIC WATER - CLASSROOM - LEVEL 1 245

3.1 3.1

3.2 3.2

3.A 3.A

3.B 3.B

3.C 3.C

SCBA ROOM
RESTROOM 3-101
3-102

RESTROOM
3-103
ICE
3-104

3.1 3.2

3.A

3.B

3.C

SCBA ROOM
RESTROOM 3-101
3-102

RESTROOM
3-103
ICE
3-104

3.1 3.2

3.A

3.B

3.C

3.1 3.2

3.A

3.B

3.C

SCBA ROOM
RESTROOM 3-101
3-102

RESTROOM
3-103
ICE
3-104
2"ø DCW
2"ø DCW 1 1/2"ø DCW
1/2"ø DCW 1/2"ø DCW
2"ø DCW 2"ø DCW
1 1/4"ø DCW
3/4"ø DCW
1 1/4"ø DHW
1/2"ø DHW 1/2"ø DHW 1 1/2"ø DCW 1"ø DCW
IM-1
EEWS-1
HB-1
LAV-2
WC-2 WC-2
LAV-2
WM-1
Exp. 12/31/24
M 39690

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S T A T E OF CA L I F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

DOMESTIC WATER

PLANS - SCBA BLDG
P-3-310
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1/4" = 1'-0"
1 PLUMBING FLOOR PLAN - SCBA BLDG - UNDERGROUND
1/4" = 1'-0" 2
PLUMBING FLOOR PLAN - SANITARY VENT - SCBA BLDG - LEVEL 1 1/4" = 1'-0" 3

PLUMBING ROOF PLAN - SANITARY VENT - SCBA BLDG
1/4" = 1'-0"
4 PLUMBING FLOOR PLAN - DOMESTIC WATER - SCBA BLDG - LEVEL 1 246
2" SS

CLEANOUT PLUG
P-TRAP
1-1/4" SS
2" V
1" or 1-1/4" CD

LAVATORY
2" SS

CLEANOUT PLUG
P-TRAP
1-1/4" SS
2" V
1" or 1-1/4" CD

LAVATORY

FLEX CONNECTOR

FLOOR SINK
WALL

CONDENSATE PIPE
1" MINIMUM
AIR
GAP
1 EPOXY COATING
2 BRONZE COVER
3 FLOOR DRAIN
4 CONCRETE SLAB
5 NO-HUB CLAMP
6 SEWER PIPE TAIL PIECE
1 2 4
3 5
6 Exp. 12/31/24
M 39690

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S T A T E OF CA L I F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com

PLUMBING DETAILS
P-4-601
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
1/8" = 1'-0"
1 CONDENSATE DISCHARGE TO LAVATORY DETAIL
1/8" = 1'-0"
2 CONDENSATE AIR GAP DETAIL
1/8" = 1'-0"
3 FLOOR DRAIN DETAIL
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
247
Exp. 12/31/24
M 39690

REG I STERED
PRO
F
E
S
S
I
ONA L

ENG I NEE
C
R
ARLO
B
I
SCOCHO
M E
C
H
A
N
I
C A L

S T A T E
O
F
CA
L
I

F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com
PLUMBING DETAILS P-4-602
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
248
Exp. 12/31/24
M 39690

REG I STERED
PRO
F
E
S
S
I
ONA L

ENG I NEE
C
R
ARLO
B
I
SCOCHO
M E
C
H
A
N
I
C A L

S T A T E
O
F
CA
L
I

F OR N I A
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Engineer of Record Contractor
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN
1885 Concourse Drive
San Jose, California 95131
Office | (408) 326-0815
pragmaticprofessionalengineers.com
pragmatic PROFESSIONAL

ENGINEERS
115 Mason Circle
Concord, California 94520
Main Office: (925) 459-9200
License #: 812232
matrixhginc.com
PLUMBING TITLE 24 P-4-701
PPE Project Number: 24071805

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY

NOT FOR CONSTRUCTION
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
249
SA
OA
RA
EA
SD
C
C

NETWORK
SPEED
VFD
RUN
ENABLE

EQUIPMENT

GENERAL

FAN-PROP

CENTRIFUGAL HOUSED FAN

FAN-PLUG

FURNACE

SUPPLY AIR

OUTSIDE AIR

EXHAUST AIR

RETURN AIR
FILTER

AIR FLOW STATION
COIL

OPPOSED BLADE DAMPER

PARALLEL BLADE DAMPER

VARIABLE SPEED DRIVE
2-WAY VALVE

SMOKE DETECTOR
3-WAY VALVE
PUMP

INLINE PUMP

ACCUVALVE

CONTACT (BOXED)

CONTACT (UNBOXED)
CS

CURRENT SWITCH

BAROMETRIC DAMPER

FLOW CROSS

FM FLOW METER
HX

HEAT EXCHANGER
R
LIGHT
CS
AUX
AUTO
HOT
M/S

MOTOR STARTER
R
RELAY (1 CONTACT)
R
RELAY (2 CONTACTS)
SWITCH

VAV DAMPER

FAN ARRAY

SETPOINT
STATUS
ENABLE

CONTROLLER
RH T
T

NETWORK
DO
AO
M
M2

SENSORS

DIGITAL POINT

ANALOG POINT

NETWORK CONNECTION BETWEEN

CONTROLLER AND DEVICE

HUMIDITY SENSOR (RH) OR

TEMPERATURE SENSOR (T)

AVERAGING TEMPERATURE SENSOR

STATIC PRESSURE TIP

AFS FAN

TEMPERATURE SENSOR
& SENSOR WELL

SENSOR WELL

HARDWIRED DIGITAL OUTPUT (DO)

OR DIGITAL INPUT (DI)

HARDWIRED ANALOG OUTPUT (AO)

OR ANALOG INPUT (AI)

MODULATING ACTUATOR
2-POSITION ACTUATOR
T

EQUIPMENT (CONT'D)
OA SA
L

DUCT STATIC PROBE
LOCATE AT INLET OF VAV-1.4
H

REFERENCE (INSIDE

BUILDING)
SEE SPEC'S AND DIV. 26

DWGS FOR SMOKE

DETECTOR AND FIRE ALARM
WIRING
OA N.O. OA
CO2 SENSOR AND WINDOW

SWITCH ONLY AT SELECTED

ZONES - SEE VAV BOX

SCHEDULE AND SPECS

THERMOSTAT IN IT
ROOM 1-110 ONLY

TOILET/

LOCKER EA

TURNOUT

LOCKER EA
NC

COORDINATE STATUS & S/S WITH FINAL
EQUIPMENT SUBMITTAL. PROVIDE

AUXILIARY RELAY OR CURRENT SWITCH

TO INTERFACE WITH BAS IF CONTACTS
ARE NOT AVAILABLE ON ECM INTERFACE.

CD-1.1

LINE VOLTAGE

SPEED SW, MTD

AND WIRED BY DIV
26 EA EA

LINE VOLTAGE

T'STAT, MTD AND
WIRED BY DIV 26
SA
REF.REF.

VRF CONTROL
WIRING BY DIV 23
TO BSB-1.1

OA FROM VAV
RA

THERMOSTAT PROVIDED

W/ VRF FC

PROVIDED LOOSE
BY DIV 23. PANEL

AND ALL WIRING BY
DIV 25

M-NET M-NET TO OTHER

VRF BC'S

TO OTHER

FAN COILS

THERMOSTAT

PROVIDED W/
VRF FC

GATEWAY TO LIGHTING
CONTROLS - SEE DIV. 26

DWGS FOR LOCATION

OUTDOOR PRESSURE TIP -

SEE SPECS FOR LOCATION

STATIC PRESSURE

PORT IN CENTRAL
CORRIDOR.. SEE
SPEC'S
H L

ASPIRATED OA TEMP

SENSOR W/ SOLAR

SHIELD LOCATED IN
ROOF WELL. SEE
SPEC'S

GATEWAY TO POWER
MONITORING - SEE DIV.
26 DWGS FOR

LOCATION
EA EA

TIME DELAY RELAY
WIRED BY DIV 26

LIGHT SWITCH

DHWS TO
BLDG
RECIRC
HWR
RECIRC
PUMP

POTABLE
CW

SELF-POWERED MIXING
VALVE BY DIV 22
0-60 MINUTE WINDUP TIMER SWITCH
MTD AND WIRED BY DIV 26

AI SUPPLY

AIR TEMP
AO

SF SPEED
DO

SF START
T
ENABLE
RUN
SPEED
STATUS

NETWORK
VFD
SD
AI
DUCT
STATIC

PRESSURE
DPT
DI

SF STATUS
AO
DAMPER

POSITION
AI
SUPPLY

AIRFLOW
AFS M
AI
ZONE
CO2
WS
DI
WINDOW
SWITCH
CO2
AI
ZONE
TEMP
T
DO
SPEED
RUN

FEEDBACK
ECM
AO
FAN
SPEED
DO
FAN
START
AI

FEEDBACK
M2
C
DX
FC

CONTROLLER
EXV
T
F1F2 COMM
FAN
ENABLE
-
EXV

GATEWAY
VRF

CONDENSING
UNIT
BRANCH

CONTROLLER

VRF FAN
COIL

VRF FAN
COIL
T

NETWORK
T

NETWORK
AI
BLDG

PRESSURE
DPT
AI

OA TEMP
T

NETWORK
R
T
AI
DHWS
TEMP

DI PUMP
STATUS

DO PUMP
START
EWH-1
R
CS
1 DOAS AHU 2VAV BOX 3BUILDING RELIEF/EXHAUST FAN (EF-1.1) 4 CEILING FAN 5TRANSFER FAN (TF-1.1)
9 VRF FAN COIL UNIT
8 VRF CONTROL SYSTEM
11 MISCELLANEOUS POINTS
6 TOILET EXHAUST FAN (EF-3.1)
10 DHW SYSTEM
7 WALL HEATER

CONTROLS CONTROLS
salasobrien.com
Project Number:

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500

HVAC CONTROLS

SCHEMATICS
0-BAS0.01
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
250
U.C.

D.L.

SDTW
CO2
T+9'10" T-EL+25'0"
B+9'10" B-EL+25'0"
CL+9'10"
CL-EL+25'0"
[B+10'6"]
[W24X162 B+10'6"] H M
M
M
M
FS
DPT T
FM
x

FSD FF-XX
74 18A

SENSORS

ELEVATION REFERENCE

SINGLE DUCT VAV BOX

DUAL DUCT VAV BOX

VERTICAL FIRE SMOKE DAMPER

HORIZONTAL FIRE SMOKE DAMPER

SUSPENDED NATURAL VENTILATION INDICATOR LIGHT

CONTROL DAMPER

VARIABLE SPEED DRIVE

FIRE SMOKE DAMPER & FIRE DAMPER

GRILLE OR DIFFUSER

SECTION MARK

EQUIPMENT TAG
VAV BOX TAG 1
M6.0
CH1
VAV
1234 X

CALLOUT
NECK

GENERAL

EQUIPMENT

MECHANICAL PIPING TAGS
TOP OF DUCT, PIPE, GRILLE AT 9'10" AFF
TOP OF DUCT, PIPE, GRILLE AT 25'0" ABOVE 0'0"

DATUM ELEVATION
BOTTOM OF DUCT, PIPE, GRILLE AT 9'10" AFF
BOTTOM OF DUCT, PIPE, GRILLE AT 25'0"

ABOVE REF ELEVATION

DOOR LOUVER

DOOR UNDERCUT

DUCT SMOKE DETECTOR

ROOM THERMOSTAT/SENSOR

WINDOW SWITCH
CO2 SENSOR

ELEVATIONS PROVIDED FOR REFERENCE ONLY - FINAL ELEVATIONS AND

COORDINATION ARE THE RESPONSIBILITY OF THE CONTRACTOR
CENTER LINE OF DUCT, PIPE, GRILLE AT 9'10"

ABOVE REF ELEVATION
CENTER LINE OF DUCT, PIPE, GRILLE AT 25'0"

ABOVE REF ELEVATION

BOTTOM OF BEAM (STRUCTURE) AT THIS

EXACT LOCATION

BOTTOM OF BEAM (STRUCTURE) ALONG

LENGTH OF BEAM

DATUM OR POINT OF CONNECTION

SENSOR LEADER

DOT MARKS THE SENSOR LOCATION

RETURN/EXHAUST AIRFLOW ARROW

POINTING IN DIRECTION OF AIRFLOW

SUPPLY AIRFLOW ARROW POINTING IN

DIRECTION OF AIRFLOW

HUMIDITY SENSOR

ACCESS CLEARANCE

CONTROLLER

REHEAT COIL (IF PRESENT)
INLET

ACCESS CLEARANCE (EACH SIDE)

CONTROLLER (EACH SIDE)
OUTLET
INLETS
SECOND MOTOR FOR LARGE FSDs
MOTOR

FLOW ARROW (IN DIRECTION OF

AIRFLOW)
MOTOR

DIRECTION LIGHT IS FACING IF TWO
SIDED

DIRECTION LIGHT IS FACING
MOTOR
DAMPER

FRONT OF VARIABLE SPEED DRIVE

VARIABLE SPEED DRIVE

CLEARANCE

BALL VALVE

BUTTERFLY VALVE

FLOW CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

STOP COCK VALVE

PRESSURE REDUCING VALVE
PRESSURE SUSTAINING VALVE 2-WAY AUTOMATIC CONTROL VALVE

SAFETY RELIEF VALVE
TEE
ELBOW

TWIN SPHERE FLEX CONNECTION

FLEXIBLE CONNECTION (METALLIC)

SUCTION DIFFUSER W/ STRAINER
& H.B.

POINT OF CONNECTION

WYE STRAINER
STRAINER W/ BLOW OFF H.B.

TRIPLE DUTY VALVE

FLOW SWITCH

DIFFERENTIAL PRESSURE TRANSMITTER

PRESSURE GAUGE

THERMOMETER

THERMO WELL W/ TEMP SENSOR

TEST FITTING (PETE'S PLUG)

MANUAL AIR VENT

AUTOMATIC AIR VENT

FLOW METER

EXPANSION JOINT

PIPE ANCHOR

ALIGNMENT GUIDE

FLANGED JOINT/BLIND FLANGE
UNION

CONCENTRIC REDUCER

ECCENTRIC REDUCER

PIPE CAP

PIPE BREAK

PIPE UP

PIPE DOWN

FLOW DIRECTION ARROW
CALIBRATED BALANCE VALVE 3-WAY AUTOMATIC CONTROL VALVE

SUPPLY PIPE (CONTINUOUS LINE)

RETURN PIPE

TAG (FSD OR FD)

FLOOR NUMBER

FSD TYPE
HEIGHT
WIDTH
TYPE

NOMINAL SIZE

NECK SIZE

SECTION NUMBER

SHEET NUMBER
TAG

UNIQUE IDENTIFIER
TAG
(VC - COOLING ONLY)
(VR - REHEAT)
(FPP - PARALLEL FAN POWERED)
(FPS - SERIES FAN POWERED)

UNIQUE IDENTIFIER

FLOOR NUMBER

AIR HANDLING UNIT NUMBER

UNIQUE IDENTIFIER

FLOW ARROW (IN DIRECTION OF

AIRFLOW)

P PRESSURE SENSOR
14Ø
14x8
14/8
14Ø 24x24

RECTANGULAR (SUPPLY)

RECTANGULAR (RETURN)

ROUND (SUPPLY/EXHAUST/RETURN)

OVAL (SUPPLY/EXHAUST/RETURN)

DUCT LABELING

DIFFUSERS

REPRESENTATIVE DUCT FITTINGS
(SEE SPECIFICATIONS FOR REQUIREMENTS)

DUCT & DIFFUSERS

INTERNALLY INSULATED (LINED) DUCT

SECTION THROUGH VERTICAL DUCT

UP/TOWARD

DOWN/AWAY

SECTION THROUGH VERTICAL DUCT

UP/TOWARD

DOWN/AWAY

SECTION THROUGH VERTICAL DUCT

UP/TOWARD

DOWN/AWAY

SECTION THROUGH VERTICAL DUCT

UP/TOWARD

DOWN/AWAY

DUCT UP IN DIRECTION OF ARROW

FLEXIBLE DUCT

ROUND TO RECTANGULAR TRANSITION

FLEXIBLE DUCT CONNECTION

MANUAL VOLUME DAMPER

BACKDRAFT DAMPER, ELEVATION &
PLAN

WALL OR DUCT DIFFUSER OR GRILLE

WIDTH (VISIBLE DUCT DIMENSION)

DEPTH (HIDDEN DUCT DIMENSION)

DIAMETER (VISIBLE DUCT DIMENSION)

WIDTH (VISIBLE DUCT DIMENSION)

DEPTH (HIDDEN DUCT DIMENSION)

RECTANGULAR
ROUND
OVAL

CEILING SLOT DIFFUSER

CEILING SUPPLY DIFFUSER

CEILING EXHAUST/RETURN GRILLE

PLENUM RETURN GRILLE

PAIR OF PANTS

RADIUS ELBOW

BOOT TAP
45 DEGREE TAP

ELBOW WITH TURNING VANES

FLOOR GRILLE
14x8

CONICAL TAP

SWIRL DIFFUSER

RECTANGULAR (EXHAUST)

SECTION THROUGH VERTICAL DUCT

UP/TOWARD

DOWN/AWAY
DUCT WITH FIRE WRAP, 2HR UON

MECHANICAL EQUIPMENT

COLOR LEGEND

SUPPLY DUCT

RETURN DUCT

EXHAUST DUCT

OUTSIDE AIR SUPPLY DUCT

FSD (FIRE/SMOKE DAMPER)

OTHER MECHANICAL EQUIPMENT
(FOR DRAWINGS IN COLOR)

CHILLED WATER PIPING

HOT WATER PIPING

CONDENSER WATER PIPING

ABBREVIATIONS
ABBREVIATION DESCRIPTION Ø ROUND Φ PHASE
(E) EXISTING
(N) NEW
(R) RELOCATED
ABBR. ABBREVIATION

ABS ABSOLUTE

AF AIRFOIL

AFF ABOVE FINISHED FLOOR

AI ANALOG INPUT

AO ANALOG OUTPUT

AP ACCESS PANEL

APD AIR PRESSURE DROP IN INCHES WATER COLUMN
B+ BOTTOM ELEVATION

BD BELT DRIVE

BDD BACK DRAFT DAMPER

BF BOTTOM FLAT

BHP BRAKE HORSEPOWER

BP BEAM PENETRATION
C.A. COMBUSTION AIR

CAP CAPACITY

CAP STAGE CAPACITY STAGES
C.A.P. CEILING ACCESS PANEL

CARTR CARTRIDGE

CENTR CENTRIFUGAL

CFF CAP FOR FUTURE

CFM CUBIC FEET PER MINUTE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CL CENTERLINE

CLG CEILING

CO CARBON MONOXIDE
CO2 CARBON DIOXIDE

COMP COMPRESSOR

COP COEFFICIENT OF PERFORMANCE

CCWR CLOSED CONDENSER WATER RETURN

CCWS CLOSED CONDENSER WATER SUPPLY

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DD DIRECT DRIVE

DEFL DEFLECTION

DELTA P DIFFERENTIAL PRESSURE

DI DIGITAL INPUT

DL DRAIN LINE

DO DIGITAL OUTPUT

DPS DIFFERENTIAL PRESSURE SWITCH

DPT DIFFERENTIAL PRESSURE TRANSMITTER/TRANSDUCER
E.A. EXHAUST AIR E-PWR EMERGENCY POWER

EDB ENTERING DRY BULB TEMPERATURE

EER ENERGY EFFICIENCY RATING

EFF EFFICIENCY

ET EXPANSION TANK

ESP EXTERNAL STATIC PRESSURE

EWB ENTERING WET BULB TEMPERATURE

EWT ENTERING WATER TEMPERATURE

FAS FIRE ALARM SYSTEM

FD FIRE DAMPER

FF FOULING FACTOR

FPI FINS PER INCH

FPF FINS PER FOOT

FPM FEET PER MINUTE

FPP FAN POWERED PARALLEL VAV BOX

FPS FAN POWERED SERIES VAV BOX

FSD FIRE SMOKE DAMPER

FT FEET
FT2 SQUARE FEET

GPM GALLONS PER MINUTE H HEIGHT
H.B. HOSE BIB

HEAD PRESSURE RISE IN FEET OF WATER COLUMN

HP HORSEPOWER

HS HUMIDITY SENSOR

HWR / HHWR HOT WATER RETURN / HEATING HOT WATER RETURN

HWS / HHWS HOT WATER SUPPLY / HEATING HOT WATER SUPPLY

HX HEAT EXCHANGER

ID INSIDE DIMENSION

IN INCHES

IN WC INCHES OF WATER COLUMN

IPLV INTEGRATED PART LOAD VALUE
KBH 1,000 BTU/H

KW KILOWATTS

LDB LEAVING DRY BULB TEMPERATURE

LWB LEAVING WET BULB TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MANUF MANUFACTURER

MCA MINIMUM CIRCUIT AMPS

MOCP MAXIMUM OVERCURRENT PROTECTION

MED MEDIUM

MERV MINIMUM EFFICIENCY REPORTING VALUE

MIN MINIMUM

MIN OA MINIMUM OUTDOOR AIR CFM

MOD MODULATING CAPACITY CONTROL
N.C. NORMALLY CLOSED
N.O. NORMALLY OPEN

NPLV NON-STANDARD PART LOAD VALUE
O.F. OVER FLOW

OA OUTSIDE AIR

OADB OUTDOOR AIR DRY BULB TEMPERATURE

OAWB OUTDOOR AIR WET BULB TEMPERATURE

OD OUTSIDE DIMENSION

OCC OCCUPIED

OP WT OPERATING WEIGHT
P.O.C. POINT OF CONNECTION
P.C. PLUMBING CONTRACTOR

PD PRESSURE DROP

PRESS PRESSURE

PROP PROPELLER

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH, ABSOLUTE

PSIG POUNDS PER SQUARE INCH, GAUGE

QTY QUANTITY
QTY@HxL QUANTITY AT HEIGHT BY LENGTH
R.A. RETURN AIR

RLA RATED LOAD AMPS

RPM REVOLUTIONS PER MINUTE

REFR REFRIGERANT
S.A. SUPPLY AIR
S.A.D. SEE ARCHITECTURAL DRAWINGS
S.M. SHEET METAL S-PWR STANDBY POWER (LEGALLY REQUIRED)

SCT SATURATED CONDENSING TEMPERATURE

SD SMOKE DETECTOR

SENS SENSIBLE

SST SATURATED SUCTION TEMPERATURE

ST STORAGE TANK
T+ TOP ELEVATION

TF TOP FLAT

TS TEMPERATURE SENSOR

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED V VOLTS

VFD VARIABLE FREQUENCY DRIVE

VSD VARIABLE SPEED DRIVE

VC VARIABLE VOLUME COOLING ONLY
SIZE
CFM
0' - 0 1/8"

O-PWR OPTIONAL STANDBY POWER

PHASING

EXISTING

DEMOLITION

SINGLE LINE

DOUBLE LINE

ISOMETRIC

SINGLE LINE

DOUBLE LINE

ISOMETRIC

NEW CONSTRUCTION

SINGLE LINE

DOUBLE LINE

ISOMETRIC

ECM ELECTRICALLY COMMUTATED MOTOR

CHOR CHANGEOVER RETURN

CHOS CHANGEOVER SUPPLY

HRS HEAT RECOVERY SUPPLY

HRR HEAT RECOVERY RETURN

OS OCCUPANCY SENSOR

VR VARIABLE VOLUME REHEAT W WIDTH

W/ WITH
W.A.P. WALL ACCESS PANEL

WPD WATER PRESSURE DROP IN FEET WATER COLUMN
salasobrien.com
Project Number:

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500

HVAC LEGENDS AND

ABBREVIATIONS
0-M0.01
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
251
salasobrien.com
Project Number:

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500
HVAC SCHEDULES 0-M0.02
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
252

SCHEDULED PARTITION
FIBERGLASS 2 PCF TO 3PCF PACKED

AND COMPRESSED TO FULL DEPTH

ALTERNATE - EXPANDABLE FOAM

NON HARDENING

RESILIENT SEALANT

FOAM CYLINDER BACKER

ROD, AS REQUIRED

DUCT OR PIPE WITH

INSULATION AS SPECIFIED

STEEL SLEEVE

FOR BLOCKWORK / CONCRETE

WALLS, MORTAR TO SLEEVE AT

FULL DEPTH OF PARTITION
GENERAL NOTES:

1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING.

2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH.

NON-HARDENING

RESILIENT SEALANT
MIN 1"
1" LINING UON
WIDTH
HEIGHT

EXTENSION WIDTH
LENGTH: 5'-0" UON

MIN LENGTH IN EACH

DIMENSTION EQUAL TO

DIAGONAL AT FACE OF DUCT
OPEN TOP. OPENING
WIDTH EQUAL TO HEIGHT.
1" LINING UON
WIDTH
HEIGHT
LENGTH: 5'-0" UON

WIRE RESTRAINTS

ATTACHED TO

STRUCTURE ABOVE PER
CODE

VOLUME DAMPER WITHIN
5 FEET

REMOVABLE AIR OUTLET

FOR ACCESS TO VOLUME
DAMPER

GYP CEILING

ACOUSTICAL

FLEX DUCT

LAY-IN DIFFUSER
"PLASTER FRAME"
FASTENED TO GYP. CELING

SCHEDULED PARTITION
1/4" GAP SEALED WITH

DUCT OR PIPE WITH ACOUSTICAL CAULK

INSULATION AS SPECIFIED

STEEL SLEEVE

FOR BLOCKWORK / CONCRETE

WALLS, MORTAR TO SLEEVE AT

FULL DEPTH OF PARTITION
GENERAL NOTES:

1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING.

2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH.
1/4"
NOTE: INSTALL HANGER TO AVOID CONTACT BETWEEN ROD AN FAN COIL UNIT

HOUSING
MANUF. RECOMMENDED OPENING SIZE

EXHAUST FAN

PREMANUFACTURED CURB

WITH EXHAUST FAN

ATTACH PER

MANUFACTURER'S

RECOMENDATION
DUTCWORK SIZE = DAMPER

SIZE AS RECOMMENDED BY
MANUFACTURER U.O.N.
1 GREATER THAN 3" DUCT & PIPE PENETRATION FOR SOUND-ISOLATING WALLS 3L SOUND BOOT 4 SOUND BOOT
5 REMOVABLE AIR OUTLET AT GYP. CEILING
2 LESS THAN 3" DUCT & PIPE PENETRATION FOR SOUND-ISOLATING WALLS 6 DUCTED FANS 7EXHAUST FAN
salasobrien.com
Project Number:

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500

HVAC DETAILS
0-M4.01
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
253
DW
3 3
3 3
3 3
3 3

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.4 1.4

1.7 1.7

1.A 1.A

1.E 1.E

1.B 1.B

1.C 1.C

1.D 1.D
TCP

1.1 FCU

1.5 FC

1.6 CU

1.2 BSB

1.1 DOOR SWITCH

DOOR SWITCH

LOUVERED
DOOR
16"x16" OD 1" LN
14"x10"
T+11'-7" B+10'-9"
16"ø
T+11'-11" B+10'-7"
VAV

1.2 VAV

1.1 VAV

1.6 VAV

1.5 VAV

1.4 FC

1.7 DRYER EXHAUST,

COORDINATE DUCT
SIZE WITH MANUF.

CF

1.1 CF

1.2 TF

1.1 CU

1.1 U.C.

U.C.

U.C.
24"x12" T+11'-5" B+10'-5"
FC

1.1 FC

1.2 14"x14"
T+13'-7" B+12'-5"
6"ø
T+11'-4" B+10'-10"
12"x12" OD 1" LN
T+13'-6" B+12'-6"

U SOUND BOOT
24"x12"x60" OD
VAV

1.7 L SOUND BOOT
10"x10"x24" OD

L SOUND BOOT
12"x10"x24" OD

L SOUND BOOT
12"x12"x24" OD

L SOUND BOOT
14"x16"x30" OD

L SOUND BOOT
14"x16"x36" OD

L SOUND BOOT
L SOUND BOOT 10"x10"x36" OD
12"x12"x36" OD
195 10x6
WSG-8
195 10x6 10x6
WSG-8
10x6
395 12Ø
CEP-6
24x24
445 12Ø
CEP-6
24x24 200 8Ø
CEP-4
24x24
145 8Ø
CEP-4
24x24
--- -1 22x22
CRU-3
24x24 --- -1 22x22
CRU-3
24x24
--- -1 22x22
CRU-3
24x24
1100 36x8
WSG-56
36x8
12"ø
T+11'-9" B+10'-9"
12"ø
T+11'-9" B+10'-9"
8"ø
T+11'-7" B+10'-11"
8"ø
T+11'-7" B+10'-11"
10"ø
T+11'-6" B+10'-8"
FC

1.4 16"ø
T+11'-8" B+10'-4"
16"ø
T+11'-11" B+10'-7"
20"x12" T+11'-7" B+10'-7"
CD 1.1
20" x 12" A12"ø T+12'-8" B+11'-8"
370
DEGE40-24
16x8 16x8x24Ø
370
DEGE40-24
16x8 16x8x24Ø
14"x20"
200 8Ø
CEP-4
24x24
--- -1 10Ø
CRP-5
24x24
145 8Ø
CEP-4
24x24
110 6Ø
CEP-1
12x12
150 8Ø
CEP-4
24x24
--- -1 32x12
WRG-68
32x12

L SOUND BOOT
10"x10"x24" OD
500 16x8
WSG-27
16x8
31"x9 1/2"
T+11'-5" B+10'-7"
FD 196
17" x 13 1/2" A

L SOUND BOOT
12"x12"x30" OD
300 10x8
WSG-14
10x8
10"x8"
T+11'-4" B+10'-8"
--- -1
WRG-59
24x12 24x12
TYP OF 2
24"x12" T+10'-6" B+9'-6"
17"x13 1/2"
T+10'-6 1/2" B+9'-5 1/2"

L SOUND BOOT
10"x10"x24" OD
540 16x8
WSG-27
16x8
540 16x8
WSG-27
16x8
540 16x8
WSG-27
16x8
8"ø
8"ø
T+11'-5" B+10'-9"
10"ø
T+12'-10 1/2" B+12'-0 1/2"
24"x12"
T+11'-6" B+10'-6"
8"ø
T+11'-5" B+10'-9"

EVAPORATOR

DISCHARGE DUCTED

TO ELECTRICAL ROOM
WH

1.1 WH

1.2 WH

1.3 LINEAR SLOT

DIFFUSER

DISTRIBUTION,
TYP.

LINEAR SLOT

DIFFUSER

DISTRIBUTION,
TYP.

LINEAR SLOT

DIFFUSER
DISTRIBUTION, TYP.

WRAP WITH 1"

FIBERGLASS AND
1 PSF MASS

LOADED VINYL
PROVIDE MIN. 5'
OF 1" INTERNAL

FIBROUS LINING

DOWNSTREAM OF
FCU
PROVIDE MIN. 5' BOOT WITH
1" INTERNAL FIBROUS LINING

UPSTREAM OF FCU
PROVIDE MIN. 5'
DUCT WITH 1"

INTERNAL

FIBROUS LINING

UPSTREAM OF
FAN
PROVIDE MIN. 10'
OF 1" INTERNAL

FIBROUS LINING

DOWNSTREAM OF
FCU
PROVIDE BOOT WITH 1"

INTERNAL FIBROUS LINING

UPSTREAM OF FCU
PROVIDE MIN. 5'
OF 1" INTERNAL

FIBROUS LINING

DOWNSTREAM OF
FCU
PROVIDE BOOT WITH 1"

INTERNAL FIBROUS LINING
UPSTREAM OF FCU, TYP.

LINEAR SLOT
RETURN, TYP.

LINEAR SLOT
RETURN, TYP.

LINEAR SLOT
RETURN, TYP.

L SOUND BOOT
12"x12"x36" OD
VAV

1.3 1100 36x8
WSG-56
36x8
20"x12" RETURN

AIR TRANSFER
SLEEVE
PROVIDE MIN. 5'
OF 1" INTERNAL

FIBROUS LINING

DOWNSTREAM OF
FCU
3/16" = 1'-0" 1

HVAC PLAN - CLASSROOM BUILDING
20"x12" RETURN

AIR TRANSFER
SLEEVE
salasobrien.com
Project Number:

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500
LEVEL 1 HVAC FLOOR

PLAN - CLASSROOM

BUILDING
1-M2.01
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
254

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.4 1.4

1.7 1.7

1.A 1.A

1.E 1.E

1.B 1.B

1.C 1.C

1.D 1.D
TCP

1.2 AH

1.1 EF

1.1 KITCHEN HOOD EXHAUST DUCT
3/16" = 1'-0" 1

ROOF HVAC PLAN - CLASSROOM BUILDING
salasobrien.com
Project Number:

PROJECT
NORTH
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500

ROOF HVAC PLAN -

CLASSROOM

BUILDING
1-M2.02
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
255
U.C.

U.C.
8"ø T+9'-10" B+9'-2"
6" ø
6" ø
75 6Ø
CEP-1
12x12 75 6Ø
CEP-1
12x12
UP TO
EF-3.1
EF

3.1 3/8" = 1'-0" 1

HVAC PLAN - SCBA BUILDING
3/8" = 1'-0" 2

HVAC ROOF PLAN - SCBA BUILDING
salasobrien.com
Project Number:

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SAN JOSE
305 SOUTH 11TH STREET
SAN JOSE, CA 95122-2218
2402712
408-282-1500

HVAC FLOOR PLAN -

SCBA BUILDING
3-M2.01
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER

GLEASON DRIVE,
DUBLIN, CA 94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
256
257
258
259
260
261
262
263
264
265
266
COMPLY WITH CBC 11B-219/11B-706 ASSISTIVE-LISTENING SYSTEMS IN ASSEMBLY AREAS.

PROVIDE COMPLETE ASSISTIVE-LISTENING SYSTEMS UNDER THE WORK OF SECTION 27 41 16.

NUMBER OF PERSONAL RECEIVERS REQUIRED UNDER THE WORK OF SECTION 27 41 16:

ROOM NAME OCCUPANTS
1-102 TRAINING CLASSROOM – LARGE 81
1-101 TRAINING CLASSROOM – SMALL 30
TOTAL SEATS AT ALS-REQUIRED SPACES: 111
QUANTITY OF NEW RECEIVERS: 5
QUANTITY OF NEW HEARING-AID COMPATIBLE NECK LOOPS: 2
TOTAL RECEIVERS: 5
TYPE OF LISTENING SYSTEM: RF
LOCATION: FOR USE ANYWHERE WITHIN SPACES LISTED
SIGNAGE: PROVIDE A.L.S. SIGNAGE PER CBC 11B
A - NEMA 12
NONE - NEMA 1
B - NEMA 3R
C - NEMA 4
D - NEMA 4X

JUNCTION BOX SCHEDULE
SUFFIX:

J16
J17
J15
J13
J14
J11
J12
J10
J6
J9
J8
J7
J4
J5
J3
SYMBOL
J1
J2
NOTE
30 30
36 30
30 24
24 20
24 20
24 20
24 20
20 20
16 20
20 18
12 12
12 12
16 16
18 12
12 12
(INCHES)
6 8
(INCHES)
H
6 8
W
WITH ARCH. PLANS.

UNDERGROUND
ACCEPTED.

END BELLS. CONDUITS RISING UP INSIDE THE PULL BOX WILL NOT BE

GENERAL PULL BOX NOTES
CONCRETE PULL BOX DETAILS.

SET TO GRADE
DETAILS.

PB3T

UNDERGROUND
3'X5'

CONCRETE PULL BOX

1. LIDS SHALL BE MARKED WITH "COMMUNICATIONS".

2. INSTALL U.G. CONDUITS TO THE BODY OF THE PULL BOX AND PROVIDE

CONCRETE PULL BOX

CONCRETE PULL BOX

CONCRETE PULL BOX
PB2T 2'X3'

PULL BOX SCHEDULE
12"X22"

UNDERGROUND
12"X22"

DEVICE/FUNCTION
2'X3'

UNDERGROUND

UNDERGROUND
SYMBOL
PB1P
PB1T
PB2P

SET TO GRADE
NOTES
DETAILS.

DETAILS.

DETAILS.

SET TO GRADE

MOUNTING

SET TO GRADE

SET TO GRADE
AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR

IN JUNCTION BOXES SHALL BE CUT OR PUNCHED
WITHOUT PRE-PUNCHED KNOCKOUTS. PENETRATIONS

ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED
8 8
8 8
8 6
8 6
8 6
6 8
4 8
6 (INCHES)
4 4
D
BOXES TO MATCH WALL FINISH. COORDINATE FINISH

SPECIFIED TRENCH DEPTH AND

SPECIFIED TRENCH DEPTH AND
TRAFFIC RATED LID. DEPTH PER
PEDESTRIAN LID. DEPTH PER

SPECIFIED TRENCH DEPTH AND

SPECIFIED TRENCH DEPTH AND
TRAFFIC RATED LID. DEPTH PER

SPECIFIED TRENCH DEPTH AND
PEDESTRIAN LID. DEPTH PER
TRAFFIC RATED LID. DEPTH PER

MATERIAL & EQUIPMENT LEGEND
TELECOMM. SYSTEMS LEGEND

ABBREVIATIONS

GENERAL SYMBOLS

TELECOMMUNICATIONS SYSTEMS GENERAL NOTES

ALS SCHEDULE
FOR OTHER MATERIAL AND EQUIPMENT TYPES, REFER TO SPECIFICATIONS.

SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS AND REQUIREMENTS.

NOTE:

XXXX
XXXX
UNSHIELDED TWISTED PAIR, CAT. 6A OUTSIDE PLANT

TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY

FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED

FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT RISER RATED

FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED
110 TERMINAL BLOCK, PRE-WIRED W/50 PIN CONNECTOR,
TERMINAL BLOCK WITH 15 AMP SWITCH BLADE.

UNSHIELDED TWISTED PAIR, CAT. 6 PLENUM

FIBER OPTIC CABLE HYBRID, PLENUM RATED
LIGHTNING PROTECTOR, 110 TYPE. XX-NO. OF PAIR.

UTP6-4OP
110PWTBXX

XX- NO OF PAIRS
MDF MAIN DISTRIBUTION FACILITY.

UTP6-4
UTP6-4P
T-OPD
T-IDW
TB15
T.C.

SM
OTC
OSP
MPOE
MMP6
MM

TELECOMMUNICATIONS CLOSET

SINGLE MODE OPTICAL FIBER
UNSHIELDED TWISTED PAIR, CAT. 6A
TEL. CABLE, INSIDE DISTRIBUTION WIRE

MINIMUM POINT OF ENTRY

MULTI MODE OPTICAL FIBER
MULTIMEDIA PLATE, UP TO 6 PORTS
OUTSIDE PLANT TEL. CLOSURE.

OUTSIDE PLANT
LP110TBXX
IDF
IBTC
FSP
FTB
FSC
FPP

FOS-OPR

FOM-OPR

FOH-OPR
FOH-P
1ID
C6PP
2ID

INTERMEDIATE DISTRIBUTION FACILITY

FIBER TERMINAL BOX

FIBER PATCH PANEL

FIBER SPLICE CLOSURE

FIBER SPLICE PANEL
IN-BUILDING TEL. CLOSURE.

CATEGORY 6 PATCH PANEL
2" INNERDUCT
1" INNERDUCT
C.L. CENTERLINE
(N)
O.C.

O.D.

NEC
NTS
N.I.C.

MAX.

MIN.

MOD.

MON.

J, JBOX
MATV
LAN
HT.

NATIONAL ELECTRICAL CODE

NOT IN CONTRACT

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE
NEW

LOCAL AREA NETWORK

MASTER ANTENNA TELEVISION

MAXIMUM

MODULAR

MONUMENT

MINIMUM

JUNCTION BOX
HEIGHT
H.R.

FUT
EQPT.

FIN
ELEV.

E.O.L.

EIA
EA.
(D)
∅, DIA.

DIV
DED
(E)
CS
CONT.

C.O.

ELECTRONIC INDUSTRIES ASSOCIATION

HOME RUN

EQUIPMENT
FUTURE

FINISHED

ELEVATION

END OF LINE
EACH

COMMUNICATIONS SYSTEM

DEMOLISH EXISTING

DIAMETER

DEDUCTIVE

EXISTING

DIVISION

CONTINUATION

CONDUIT ONLY
CAT.

CEC
COMM.

CBC
BLDG.

B.O.H.

B.F.C.

C.

BDF
A.F.F.

A.M.F.F.

ALT
A.D.A.

A.F.C.

ADF

CALIFORNIA BUILDING CODE

CALIFORNIA ELECTRICAL CODE

BELOW FINISHED CEILING

CATEGORY

COMMUNICATIONS

BACK OF HOUSE

CONDUIT

BUILDING

AMERICANS WITH DISABILITIES ACT

BUILDING DISTRIBUTION FACILITY

AREA DISTRIBUTION FACILITY

ABOVE FINISHED FLOOR

ABOVE FINISHED CEILING

ABOVE MEZZANINE FINISHED FLOOR

ALTERNATE
T.C. TELECOMMUNICATIONS CLOSET

TELECOMMUNICATIONS INDUSTRY ASSOCIATION

TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY

WEATHERPROOF

UNLESS OTHERWISE NOTED

TELECOMMUNICATIONS

TWISTED PAIR

TYPICAL

TELEPHONE

W/ WITH
WP
T-OPD
U.O.N.

TP
TYP.

TIA
TELCOM
TEL

SHEET NUMBER

ELEVATION KEY

DRAWING NUMBER

SHEET NUMBER
O.F.E. OWNER FURNISHED EQUIPMENT

SHIELDED TWISTED PAIR

SHIELDED PAIR - SEE SPECIFICATIONS

SINGLE MODE OPTICAL FIBER

SURFACE RACEWAY

SPECIFICATION

STANDARD

SHEET NOTE

REFERENCE

REFER TO

SIMILAR

PROJECT

OPPOSITE
STP
STD
SPEC
S.R.

SN
SP
SM
SIM.

REF.

RE:

PNL.

PROJ.

OPP.

PANEL
1 1

SHEET NUMBER

WALL SECTION KEY

DRAWING NUMBER
BLDG. SECTION KEY

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

ROOM NAME

ROOM NUMBER

ROOM KEY
1 1

REVISION NUMBER

REVISION SYMBOL
1 1
A1
1 BUILDING LABEL

DRAWING MATCH LINE

DRAWING NUMBER

DETAIL SYMBOL

SHEET NUMBER

COLUMN GRID

GRID LINES
1 1
1 1
1 1

SINGLE LINE DIAGRAM

SINGLE LINE DIAGRAM
CABLE TRAY. TYPE & SIZE AS INDICATED ON
PLANS AND SPECIFICATIONS.

NEW 2 CHAMBER SURFACE RACEWAY.

FOR COMMUNICATIONS AND POWER SYSTEM.

CABLES W/O CONDUIT ABOVE SUSPENDED CEILING, SUPPORTED
BY J-HOOKS AT 4'-0" O.C. INSTALLATION PER SCHEDULE AND

CABLE/RACEWAY TURNS UP
CONDUIT. FILL PER SCHEDULE AND

CABLE/RACEWAY TURNS DOWN

NEW UNDERGROUND

SINGLE LINE DIAGRAM

NEW EXPOSED CONDUIT
OR RACEWAY. FILL PER SCHEDULE AND
MARK INDICATES RACEWAY DROP FROM CEILING.

CONDUIT TO CABLE TRANSITION POINT
NEW CONDUIT IN WALLS OR IN CEILING .

FIBER OPTIC CABLES. REFER TO RISER DIAGRAMS AND SPEC.

SECTION 27 13 00 FOR DETAILS.

CABLE/RACEWAY CONTINUES AS INDICATED.

KEYNOTES FIELDS
ACJ
ACJ

WIRING NOTES

HOME RUN
701
TKN
10 ISR-1 SINGLE CHAMBER SURFACE RACEWAY
3SR-2.5 THREE CHAMBER SURFACE RACEWAY
8 9
1 5
6 7
2 3
4 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.

PROVIDE RACEWAY, BOXES AND FITTINGS SHOWN ON TELECOMMUNICATIONS SYSTEMS (T) DRAWINGS UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL. TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL.

PROVIDE FIRESTOPPING. SEE SHEET T-507.

LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS.

DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS.

QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS.

QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS.

LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS.

WHERE COMMUNICATIONS SYSTEMS WIRING IS INDICATED BUT RACEWAY IS NOT INDICATED, PROVIDE SUCH WIRING SUPPORTED BY ABOVE CEILING J-HOOKS. LOCATE SUCH J-HOOKS IN LOCATIONS THAT ARE ACCESSIBLE AS DEFINED IN THE CALIFORNIA ELECTRICAL CODE.

ALL CONDUITS, CABLE TRAY AND J-HOOKS SHOWN ON PLANS FOR VOICE/DATA COMMUNICATIONS CABLING AND ITS SUSPENSION SYSTEM SHALL BE DEDICATED AND NOT SHARED WITH OTHER CABLING SYSTEMS. PROVIDE SEPARATE CONDUITS AND SUSPENSION SYSTEM FOR THE A/V CABLING SYSTEMS.
1 R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
GEN. NOTES, SYMBOL,
LEGEND, ABBR. &

JBOX SCHEDULE
TA-001
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
267
NOTE NO. DEVICE NOTES
DN1

FIRE ALERT LIGHTING ROUGH-IN PROVIDES DAISY CHAINED
UTP6-4P BETWEEN OFE CONTROLLER AND THE WALL PLATES IN
EACH LIGHTING ZONE. ZONE INDICATED BY SINGLE NUMBER
SUBSCRIPT., L1 INDICATES END-OF-LINE AND WAO HAS 1 JACK AND 1 UTP6-4P; L2 INDICATES WAO IS PART OF DAISY CHAIN CKT AND HAS 2 JACKS AND ONE ENTERING AND ONE EXITING
UTP4-4P – REFER TO SINGLE LINE DIAGRAM.

WORK OF NOTES
WO1
PROVIDE CABLING AND ROUGH-IN UNDER WORK OF PROJECT –
LIGHTING FIXTURE PROVIDED BY OWNER’S CONTRACTOR
(N.I.C}..

LOCATION & ROUGH-IN NOTES
LRI1

INSTALLED ASSEMBLY, INCLUDING MONITOR SHALL NOT
PROJECT MORE THAN 4" FROM FACE OF WALL. IF LEADING
EDGE 27" TO 80" AFF
LRI2 MATCH PROJECT SWITCH HEIGHT
LRI3 4S BOX W/ 1 GANG RING BLANK COVER PLATE
LRI4 NOT USED
LRI5 NOT USED
LRI6 NOT USED
LRI7 MANUFACTURER'S VENTED BACKBOX .

LRI8 NOT USED
LRI9 4S BOX, 2-1/8" DEEP MIN., W/ 1 GANG RING WITH LOCKING HINGED COVER PLATE (FSR WB-MR2G OR EQUAL).

LRI10 NOT USED
LRI11 PROVIDE BACKING AND SUPPORT FOR 5 POUND DEVICE.

LRI12

PROVIDE DEVICE COMPLETE WITH BACKBOX, TILE SUPPORT
RAILS AND CEILING CUTOUT TEMPLATE. COMPLY WITH SECTION
09 50 11 ACOUSTICAL PANEL CEILINGS.

LRI13
PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 20 POUND
DEVICE WITH A LOAD CENTROID 18 INCHES FROM THE FACE OF
THE WALL.

LRI14
PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 200
POUND DEVICE WITH A LOAD CENTROID 8 INCHES FROM THE
FACE OF THE WALL.

LRI15 AS DETAILED AND/OR SCHEDULED ON THE ARCHITECTURAL DRAWINGS.

RACEWAY NOTES
R1 (4) 2” C. H.R. TO ACCESSIBLE CEILING
R2
(2) 1-1/4" C. FROM EACH OF (2) LOW VOLTAGE BACKBOXES TO

ACCESSIBLE CEILING
R3 NOT USED
R4 AS DETAILED AND/OR SCHEDULED
R5
3/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N.

R6
1" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N.

R7
1-1/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO
SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N.

R8 NOT USED
R9

AT ACCESSIBLE CEILING, PROVIDE ABOVE CEILNG PATHWAY
USING CABLE HOOKS. WHERE MOUNTED IN GYP CEILING,
EXTEND 3/4" C. TO ACCESSIBLE CEILING.

R10
2 1-1/4" C TO 4 GANG COMPARTMENT, 1 - 1" TO 1 GANG

COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR
EXTEND TO SERVER ROOM USING BASKET TRAY. SEE
ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH-IN.

R11
UNLESS OTHERWISE SHOWN, PROVIDE 1.5" EMT SLEEVE, WITH
INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4
INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6
INCHES ABOVE ACCESSIBLE CEILING. INSTALL SLEEVE IN AN

ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING
UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY
WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING.

R12
4 1-1/4" C TO 6 GANG COMPARTMENT, 1 - 1.25" TO EA. 1 GANG

COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR,
EXTEND TO SERVER ROOM IN BASKET TRAY. SEE ELECTRICAL
DRAWINGS FOR ELECTRICAL ROUGH-IN TO 3 GANG
COMPARTMENT.

ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED,

PANELIZED REMOVEABLE CEILING MEETING THE DEFINITION
FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE
CALIFORNIA ELECTRICAL CODE.

SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK
OF

ROUGH-IN RACEWAY ELEVATION

CABLE FILL &

HOMERUN

DESTINATION,
U.O.N.

FINISH

WEIGHT,
LB
DETAIL

SHEET(S)
WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 41 03 N/A R11 N/A PER FUNCTIONAL N/A N/A INFRARED ASSISTIVE LISTENING EMITTER AUDIO-VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. R6 6” BELOW CEILING ELEVATION PER FUNCTIONAL WHITE 1 CEILING MICROPHONE ARRAY AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 CEILING PER FUNCTIONAL WHITE 1 AV CONTROL TOUCHPANEL, TOPSET AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 N/A N/A WORK SURFACE, STOWABLE PER FUNCTIONAL BRUSHED ALUM. 4 AV CONTROL TOUCHPANEL, WALLMOUNT AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 2G W/ RING R6 +40" A.F.F. PER FUNCTIONAL WHITE 3

FLOOR BOX, CONCRETE SLAB, AT LEAST
1-6 GANG, 2-1 GANG AND 1-3 GANG
OPENING, EACH AT LEAST 2-1/8" DEEP. 6"
MIN. DEPTH OVERALL. LID ACCEPTS
CARPET INSERTS.

AUDIO-VISUAL SYSTEMS FLUSH IN FLOOR,

INDICATED AND/OR

SCHEDULED
27 05 33 FLOOR BOX FC6 WITH

MANUFACTURERS SLAB ON

GRADE TREATMENT AT GRADE
CONDITIONS.

R12 (liquidtite) FLUSH IN FLOOR PER FUNCTIONAL ALUMINUM OR BRUSHED SS EXPOSED TRIM. COORDINATE

FLOOR MATERIAL CUT AND INSERT
w/ ARCHITECTURAL
REPRESENTATIVE.

N/A
FLAT DISPLAY PANEL, 55" DIAGONAL, 16:9

ASPECT RATIO
AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +57” A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY
AT +80" A.F.F. WHERE CEILING

MOUNTED
PER FUNCTIONAL BLACK 75
FLAT DISPLAY PANEL, 65" DIAGONAL, 16:9

ASPECT RATIO
AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +63" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY
AT +80" A.F.F. WHERE CEILING

MOUNTED
PER FUNCTIONAL BLACK 90
FLAT DISPLAY PANEL, 86" DIAGONAL, 16:9

ASPECT RATIO
AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +66" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY
AT +80" A.F.F. WHERE CEILING

MOUNTED
PER FUNCTIONAL BLACK 150
FLAT PANEL ROUGH-IN BOX AUDIO VISUAL SYSTEMS FLUSH IN WALL 27 05 33 FPWB R2 REFER TO LCD SIZE FOR

FPWB MOUNTING ELEVATION

TO CENTERLINE
PER FUNCTIONAL WHITE 5

WALL PLATE PRESENTER INPUT AUDIO VISUAL SYSTEMS INDICATED, FLUSH

MOUNTED TO WALL

OR WITHIN
FLOORBOX FC6 AS

INDICATED
27 41 16 AT WALL, 4-11/16 S WITH 1 GANG
RING, 2-1/8" DEEP.

R6 +40" A.F.F. (WALL) OR IN FC6
(FLOOR)
PER FUNCTIONAL WHITE 3

PAN-TILT-ZOOM HD VIDEO CAMERA,

WALL-MOUNT
AUDIO VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 +84" A.F.F. PER FUNCTIONAL WHITE 7

AUDIOVISUAL EQUIPMENT RACK,

UNDERCOUNTER SLIDE-OUT AND PIVOT

AUDIO VISUAL SYSTEMS ANCHORED TO

CABINET BASE OR
SLAB
271116 MFG. SEISMIC MOUNT (4) 2” C. TO ABOVE

ACCESSIBLE

CEILING
FLOOR OR CABINET BASE PER FUNCTIONAL BLACK 200

LOUDSPEAKER, ACCESSIBLE CEILING,
FLUSH
AUDIO-VISUAL SYSTEMS CEILING 27 51 16 TILE KIT BY MFG. R5 CEILING PER FUNCTIONAL

AND AS NOTED
WHITE
LOUDSPEAKER, HARD LID CEILING, FLUSH AUDIO-VISUAL SYSTEMS CEILING 27 51 16 GYP KIT BY MFG. R5 CEILING PER FUNCTIONAL

AND AS NOTED
WHITE 10
WIRELESS MIC RECEIVER AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R5 CEILING PER FUNCTIONAL

AND AS NOTED
WHITE 2
R18
A
W
CTP
SC
SA
MP1
PTZ
FPWB
LCD86
CTW
FC6
CMIC
LCD65
LCD55
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SYMBOL SCHEDULE
TA-002
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
268
FPNL86
CTW
FPNL65
MP1
FPNL86
CBP
CTWFPNL86 FPNL86
MP2
MP1
FC6
CTP
MP1
FC6
MP1
FC6
FC4 FC4 FC4 FC4
FC4 FC4 FC4 FC4
FPNL65
CBP
LEV
T
TX2
T
1LRA
1LRB
TX1
EHL
LCP1
FACP
1HLA 1HDA
ATS2 ATS1 EHD
BUS
(40)

GENERATOR

MAIN ENTRANCE

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

TRAINING DEPUTY

CHIEF OFFICE
1-106A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

TURNOUT ROOM
1-108

EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113

TRAINING CLASSROOM
- SMALL
1-101

GEN OFFICE STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

CORRIDOR B
1-103B

LOCKER ROOM (MALE)
1-112

LARGE CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114
TEMP

GEN TAP
BOX

HVAC CHILLER
W.H.

MAIN SWITCH
BOARD

SCREEN WALL

MATERIAL TO MATCH

STANDING SEAM ROOF

CORRIDOR A
1-103A

CORRIDOR C
1-103C

COVERED UTILITY
YARD
1-115

RECEPTION AREA
1-100A
1-102.2
1-102A.1
A
1-102.3
1-102.1
1-102.4
1-103A.1
1-103B.1
1-104.1
1-105.1
1-107.2
1-107.1
1-106.1
1-106A.1
1-108.1
1-108.3
1-108.2
1-103C.1
1-109.1
1-109.2
1-109.3
1-109.4
1-103C.2
1-110.1
1-103B.2
1-112.1 1-112A.1 1-111.1
1-114.1
1-113.1
1-111.2
1-100.1
1-115.1
1-115.2

EXTRACTOR DRYER
WATER
HEATER
WALL
MOUNT
BIKE
RACKS

1.4 1.4

1.7 1.7

1.D 1.D 1-101.1 1-109.5
A A
A
1-107.3

LOCKER ROOM (MALE)
1-112A

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
W/D
FPWB
FPWB
FPWB
R18
R18

FPWB FPWB
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

AUDIOVISUAL FIRST

FLOOR PLAN -

CLASSROOM

BUILDING
TA-1-121
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
269
SA SA
SA SA
SA SA
A
SA SA
SA
SA SA
SA
SA
SA
SA
W
A
SC SC

SC SC SC SC SC
SC SC
SC SC
SC SC
SC
SC
A
SA
SC
SA
SA
SA
A
SC
SC
SCSC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC SC
+ 10' - 0"
G1
+ 12' - 0"
AC1
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
AC1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
G1
+ 22' - 5"
AC2
+ 9' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G1

1.4 1.4

1.7 1.7

1.D 1.D

TRAINING

CLASSROOM-LARGE
1-102

LARGE CLASSROOM -

STORAGE
1-102A

TRAINING CLASSROOM
- SMALL
1-101

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

RECEPTION AREA
1-100A

LOCKER ROOM (MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

LOCKER ROOM (MALE)
1-112A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

COVERED UTILITY
YARD
1-115

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

EXERCISE/FITNESS
ROOM
1-109

TURNOUT ROOM
1-108

TRAINING DEPUTY

CHIEF OFFICE
1-106A

GEN OFFICE STORAGE
1-106B

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

CORRIDOR A
1-103A

CORRIDOR C
1-103C
29' - 6 29/64" AFF
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
PTZ
CMIC
CMIC
CMIC
CMIC
PTZ
PTZ
CMIC
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

AUDIOVISUAL FIRST

FLOOR RCP -

CLASSROOM

BUILDING
TA-1-131
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
270
EXAMPLE: J16C= 30"H X 30"W X 8"D HINGED NEMA 4 JBOX.

ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED
(INCHES)
AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR

IN JUNCTION BOXES SHALL BE CUT OR PUNCHED
WITHOUT PRE-PUNCHED KNOCKOUTS. PENETRATIONS
BOXES TO MATCH WALL FINISH. COORDINATE FINISH
WITH ARCH. PLANS.

A - NEMA 12
NONE - NEMA 1
B - NEMA 3R
NOTE 1
SUFFIX:

J16
J17
J15
J13
J14
J12
C - NEMA 4
D - NEMA 4X
30 36
30 24
24 24
30 30
24 20
24 20
J8
J11
J10
J9
J6
J7
J5
J1
J4
J3
J2
SYMBOL
20 20
20 20
16 18
12 20
20 16
16 12
18 12
(INCHES)
6 12
12 8
H
6 12
12 8
W
(INCHES)
J18 36 36
4 4
4 6
8 6
8 6
8 6
8 6
8 8
8 8
8 8
D
1 1
1 1
1 1
1 SHEET NUMBER

WALL SECTION KEY

SHEET NUMBER

DRAWING NUMBER

ELEVATION KEY

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

DETAIL SYMBOL

SHEET NUMBER
1 1

REVISION NUMBER

REVISION SYMBOL

BUILDING LABEL

COLUMN GRID

GRID LINES

DRAWING MATCH LINE
A1
1 SHEET NUMBER

DRAWING NUMBER

ROOM NAME

ROOM NUMBER

ROOM KEY
BLDG. SECTION KEY

DRAWING NUMBER
XXXX
XXXX
1 1

FOH-P FIBER OPTIC CABLE HYBRID, PLENUM RATED

SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS
AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT
NOTE:

FIBER SPLICE PANEL

FIBER SPLICE CLOSURE

FIBER PATCH PANEL

FIBER TERMINAL BOX

OUTSIDE PLANT

MULTIMEDIA PLATE

MULTI MODE OPTICAL FIBER

MINIMUM POINT OF ENTRY

SINGLE MODE OPTICAL FIBER

TELECOMMUNICATIONS CLOSET
MAIN DISTRIBUTION FACILITY.

FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED

FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT PLENUM RATED

FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED

INTERMEDIATE DISTRIBUTION FACILITY

TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY

FOH-OPR

FOM-OPR

FOS-OPP
FPP
MDF
IDF
FTB
FSP
FSC
MM
MMP
OSP
MPOE
T.C.

T-OPD
SM

MATERIAL & EQUIPMENT LEGEND
OPP. OPPOSITE
SIM. SIMILAR

ON CENTER

NOT TO SCALE
PANEL

PROJECT

OUTSIDE DIAMETER

OWNER FURNISHED EQUIPMENT

NATIONAL ELECTRICAL CODE

NOT IN CONTRACT

REFER TO

REFERENCE

SPECIFICATION

SHEET NOTE

SURFACE RACEWAY

SINGLE MODE OPTICAL FIBER

SHIELDED PAIR - SEE SPECIFICATIONS
PROJECT STANDARD RECEPTACLE HEIGHT +18" AFF, U.O.N.

PROJECT STANDARD SWITCH HEIGHT +48" AFF TO , U.O.N.

TELEPHONE

TYPICAL

TWISTED PAIR

TELECOMMUNICATIONS

TELECOMMUNICATIONS CLOSET

SHIELDED TWISTED PAIR
WITH

WEATHERPROOF

UNLESS OTHERWISE NOTED

TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY

TELECOMMUNICATIONS INDUSTRY ASSOCIATION

STANDARD
NEC
N.I.C.

O.D.

O.C.

NTS
O.F.E.

PROJ.

PNL.

RE:

P.S.S.H.

REF.

SP
SN
S.R.

SPEC
SM
P.S.R.H
STP
TEL
TELCOM
T.C.

TIA
T-OPD
TYP.

TP
W/
WP
U.O.N.

STD
CABLE RUNWAY OR CABLE TRAY. TYPE & SIZE AS INDICATED ON

FOR COMMUNICATIONS AND POWER SYSTEM
NEW WIRE AND/OR CABLE INSIDE NEW CONDUIT WALLS OR IN CEILING .

PLANS AND SPECIFICATIONS SECTION 27 05 36.

PROVIDED UNDER DIV. 27.

CABLE/RACEWAY TURNS UP

CABLE/RACEWAY TURNS DOWN
AND SPECIFICATION SECTION 27 05 33.

NEW WIRE AND/OR CABLE IN EXPOSED CONDUIT
OR RACEWAY. FILL PER SCHEDULE, PLANS
MARK INDICATES RACEWAY DROP FROM CEILING.

COORDINATE EXACT LOCATION WITH DIV. 27 PLANS.

SURFACE RACEWAY.

HOME RUN

KEYNOTES

WIRING NOTES

EXPOSED CABLE UNDER CEILING SUPPORTED BY CLIPS

CONDUIT TO CABLE TRANSITION POINT
OR STAPLES @ 1'-0" O.C.

LEGEND
EA. EACH
C.L. CENTERLINE

ALTERNATE

AMERICANS WITH DISABILITIES ACT

ABOVE MEZZANINE FINISHED FLOOR

ABOVE FINISHED CEILING

ABOVE FINISHED FLOOR

AREA DISTRIBUTION FACILITY

BACK OF HOUSE

BUILDING

COMMUNICATIONS

CATEGORY

CONDUIT

BUILDING DISTRIBUTION FACILITY

BELOW FINISHED CEILING

CALIFORNIA ELECTRICAL CODE

CALIFORNIA BUILDING CODE

SINGLE CHAMBER SURFACE RACEWAY

THREE CHAMBER SURFACE RACEWAY

CONDUIT ONLY

CONTINUATION

DIVISION

EXISTING

DIAMETER

DEDUCTIVE

DEMOLISH EXISTING

COMMUNICATIONS SYSTEM

EQUIPMENT

FINISHED

ELEVATION

END OF LINE

ELECTRONIC INDUSTRIES ASSOCIATION
3SR-2.5
A.D.A.
1SR-1
ADF
A.F.C.

ALT
A.M.F.F.

A.F.F.

BDF
B.F.C.

B.O.H.

BLDG.

CAT.

CBC
COMM.

CEC
C.

C.O.

CONT.

CS
(D)
, DIA.
(E)
EIA
DIV
DED
ELEV.

E.O.L.

FIN
EQPT.

ABBREVIATIONS
FUTURE

HOME RUN
HEIGHT

JUNCTION BOX

MASTER ANTENNA TELEVISION

LOCAL AREA NETWORK

MONUMENT

MAXIMUM

MODULAR

MINIMUM
NEW
H.R.

FUT
HT.

LAN
MATV

J, JBOX
MAX.

MON.

MOD.

MIN.
(N)
REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.

PROVIDE CONDUIT, BOXES AND FITTINGS SHOWN ON COMMUNICATIONS SYSTEMS (TN) SYSTEM DRAWINGS UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 30 PERCENT WIRE FILL.

PROVIDE FIRESTOPPING UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS.

LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS.

DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS.

QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS.

QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS.

LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS.
3 5
4 6
8 7

COMMUNICATIONS SYSTEMS GENERAL NOTES
1 2

GENERAL SYMBOLS
C6APP CATEGORY 6A PATCH PANEL.

UTP6A-4P UNSHIELDED TWISTED PAIR, CAT. 6A PLENUM
UTP6A-4OP UNSHIELDED TWISTED PAIR, CAT. 6A OUTSIDE PLANT TYPES REFER TO SPECIFICATIONS.

JUNCTION BOX SCHEDULE

FOS FIBER OPTIC CABLE, SINGLE MODE PLENUM RATED
ACJ
ECT
701
TKN
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
GEN. NOTES, SYMBOL,
LEGEND, ABBR. &

JBOX SCHEDULE
TN-001
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
271

SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH-IN RACEWAY ELEVATION

CABLE FILL & HOMERUN
DESTINATION, U.O.N.

FINISH WEIGHT, LB
DETAIL

SHEET(S)
WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 05 33 N/A R6

FLOOR BOX, CONCRETE SLAB, FOR DATA AND
POWER. COMMUNICATIONS
FLUSH IN FLOOR.

COORDINATE EXACT

LOCATION/DIMENSION
WITH THE ARCHITECT.
27 05 33
LEGRAND EVOLUTION EFB8S-OG ON-GRADE
FLOOR BOX WITH EFB610 COVER FOR DATA
AND POWER.

R4 FLUSH IN FLOOR AS SCHEDULED

COORDINATE COVER
TYPE WITH ARCHITECT.

SUBMIT CUT-SHEETS.

TN-904

FLOOR BOX, CONCRETE SLAB, FOR AUDIO

VISUAL, DATA AND POWER AV/COMMUNICATIONS
FLUSH IN FLOOR.

COORDINATE EXACT

LOCATION/DIMENSION
WITH THE ARCHITECT.
27 05 33
LEGRAND EVOLUTION 10-GANG FLOOR BOX.

PROVIDE MANUFACTURER’S "POUR PAN" TO
PROTECT AT SLAB ON GRADE CONDITIONS.

R7 FLUSH IN FLOOR AS SCHEDULED

COORDINATE COVER
TYPE WITH ARCHITECT.

SUBMIT CUT-SHEETS.

TN-904
DATA AND VOICE DEVICE PLATE. DN1 COMMUNICATIONS INDICATED 27 05 33, 27 15 00
PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX
WITH 1 GANG RING EQUAL TO RANDL
INDUSTRIES 5 SQUARE.

R3 +18" AFF TO CL, U.O.N. AS SCHEDULED WHITE
WIRELESS ACCESS POINT DEVICE PLATE. DN1.

WIFI ACCESS POINT DEVICE (RUCKUS 850) IS
OFCI.

COMMUNICATIONS INDICATED 27 05 33, 27
15 00
PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX
WITH 1 GANG RING EQUAL TO RANDL
INDUSTRIES 5 SQUARE.

R2
TBAR: FLUSH
GYP CEILING: SURFACE MOUNT
OUTDOOR: SURFACE MOUNT
2 PLENUM CAT 6A.. HOMERUN
TO IDF ROOM.

WHITE TN-910
DATA DEVICE FOR AV EQPT. DN1 AUDIOVISUAL INDICATED 27 05 33, 27 15 00
PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX
WITH 1 GANG RING EQUAL TO RANDL
INDUSTRIES 5 SQUARE. PROVIDE BLANK
FACEPLATE AND A 1-PORT SMB INSIDE THE BOX.

R1 WALL OR CEILING
AS INDICATED. HR TO
NEAREST BDF OR IDF. NO
EXPOSED CABLE ALLOWED.

WHITE
DATA DEVICE FOR POE CCTV CAMERA. DN1 SECURITY INDICATED 27 05 33, 27 15 00
4" SQUARE x 2-1/8" DEEP BOX WITH 1 GANG
RING. PROVIDE BLANK FACEPLATE AND A
1-PORT SMB INSIDE THE BOX.

R1 CEILING
AS INDICATED. HR TO
NEAREST BDF OR IDF. NO
EXPOSED CABLE ALLOWED.

WHITE
WALL MOUNTED TEL 630A TYPE PLATE. COMMUNICATIONS INDICATED 27 05 33, 27 15 00
PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX
WITH 1 GANG RING EQUAL TO RANDL
INDUSTRIES 5 SQUARE.

R2 +44" AFF TO CL
1 CAT 6A PLENUM CABLE. HR
TO NEAREST IDF/TR.

STAINLESS STEEL

FLOOR MOUNTED STATION CABLING/SWITCH
RACK, 2 POST, 44 RU, SEISMIC RATED. COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB BLACK 250 TN-902 FLOOR MOUNTED SERVER CABINET, 44 RU
MIN, 30" WIDE MAX, 42" DEEP, 4 POST, SEISMIC
RATED.

COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB. BLACK 1100 TN-903 NOTE NO. DEVICE NOTES
DN1
SUBSCRIPT INDICATES QUANTITY OF CATEGORY 6 CABLES PROVIDED AT WAO.

EXAMPLE:
2D REPRESENTS 2 CAT6 CABLES AND JACKS TERMINATED AT THE INDICATED WAO AND SERVING TR.

DN2
SUBSCRIPT INDICATES QUANTITY OF COAX CABLES PROVIDED AT WAO.

BROADBAND VIDEO CABLING IS RG-6.

EXAMPLE:
1B IS 1 RG-6 TERMINATED AT THE INDICATED WAO AND SERVING TR.

LOCATION NOTES
LR1 FLUSH IN FLOOR. COORDINATE EXACT LOCATION/DIMENSION WITH ARCHITECTURAL PLANS.

RACEWAY NOTES
R1 3/4" C. UP TO ACCESSIBLE CEILING.

R2 1" C. UP TO ACCESSIBLE CEILING.

R3 1.25" C. UP TO ACCESSIBLE CEILING.

R4
(1) 2" FLEX CONDUIT TO MODULAR FURNITURE BASE. (1) 2” C. UP TO ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH-IN.

R5
FOR TELECOM, (2) 1-1/4” TO 2 GANG COMPARTMENT AND STUB UP TO ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH-IN.

R6
UNLESS OTHERWISE SHOWN, PROVIDE (1) 4" EMT SLEEVE, WITH INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4 INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6 INCHES ABOVE ACCESSIBLE CEILING.

INSTALL SLEEVE IN AN ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING.

R7
FOR AV, (2) 1-1/4" C TO 2 GANG COMPARTMENT STUBBED TO ACCESSIBLE CEILING. FOR TELECOM, (2) 1-1/4” TO 2 GANG COMPARTMENT AND STUB UP TO ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH-IN.

ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED, PANELIZED

REMOVEABLE CEILING MEETING THE DEFINITION FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE CALIFORNIA ELECTRICAL CODE. 2D
+44"
1D
1D
3D
WAP
AV
CAM
R15
R28
FC4
FC6
T
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SYMBOL SCHEDULE
TN-002
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
272

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

EV CHARGING
ONLY

EV CHARGING
ONLY

GLEASON DRIVE
(E) FIRE STATION

MADIGAN ROAD
(E) CHP

CLASSROOM

BUILDING

TRAINING
TOWER
SCBA

BUILDING
PG&E
XFMR

PROJECT BASE POINT

PROJECT SURVEY
POINT @ P/L CORNER
S-ID01
S.RG01
S.WF01
S.RG04
S-ID02
S.RG02
I.RG03
E.ID01 E.ID03 E.ID02
S.WF02
S.RG03
I.RG01
I.RG03
I.RG02
I.RG01
S.RG03
12' - 0" 5' - 0"
TR/IDF
PB3T
PB2T
(E) AT&T
PB3T
TKN1001
TKN1045
TKN1050
TKN1055
TKN1001
TKN1045
TKN1050
TKN1055
TYP.

TYP.

TYP.

TKN1005
TKN1101
TKN1001 TKN1001
TKN1120
TKN1003
WAP
+9'
WAP
+9'
WAP
+9'
WAP
+9'
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

COMMUNICATIONS

SITE PLAN
TN-0-101
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1" = 20'-0" 1

COMMUNICATIONS SITE PLAN

KEYNOTES
TKN1001 PROVIDE (2) 4" C. (U.G.) TO BLDG TELECOM ROOM.

TKN1003 PROVIDE (1) 2" C. (U.G.).

TKN1005
(N) ALTERNATE SERVICE PROVIDER MEET ME VAULT
FOR REDUNDANCY. PROVIDE NEW PB2T VAULT WITH H20
TRAFFIC RATED LID. VERIFY EXACT LOCATION WITH
CITY'S REPRESENTATIVE.

TKN1045
PROVIDE PULL ROPE WITH 2500 LB STRENGTH IN ALL
UNDERGROUND CONDUITS. SEE SPEC SECTION 27 05

43. TKN1050

IN ADDITION TO THE PULL ROPE, PROVIDE LENGTH
MARKED TAPE IN CONDUIT.

TKN1055

REFER TO UNDERGROUND DETAILS SHOWN ON SHEET
TN905, TN906 & TN907.

TKN1101
(2) 2" UNDERGROUND CONDUIT STUB OUTS FOR
CONNECTION TO FUTURE APPARATUS BUILDING.

TKN1120 MOUNT WAP ON ELECTRICAL POLE.
273
FC6
FC6
FC6
FC4 FC4 FC4 FC4
FC4 FC4 FC4 FC4
LEV
T
TX2
T
1LRA
1LRB
TX1
EHL
LCP1
FACP
1HLA 1HDA
ATS2 ATS1 EHD
BUS
(40)

GENERATOR

MAIN ENTRANCE

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

TRAINING DEPUTY

CHIEF OFFICE
1-106A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

TURNOUT ROOM
1-108

EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113

TRAINING CLASSROOM
- SMALL
1-101

GEN OFFICE STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

CORRIDOR B
1-103B

LOCKER ROOM (MALE)
1-112

LARGE CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114
TEMP

GEN TAP
BOX

HVAC CHILLER
W.H.

MAIN SWITCH
BOARD

SCREEN WALL

MATERIAL TO MATCH

STANDING SEAM ROOF

CORRIDOR A
1-103A

CORRIDOR C
1-103C

COVERED UTILITY
YARD
1-115

RECEPTION AREA
1-100A
1-102.2
1-102A.1
A
1-102.3
1-102.1
1-102.4
1-103A.1
1-103B.1
1-104.1
1-105.1
1-107.2
1-107.1
1-106.1
1-106A.1
1-108.1
1-108.3
1-108.2
1-103C.1
1-109.1
1-109.2
1-109.3
1-109.4
1-103C.2
1-110.1
1-103B.2
1-112.1 1-112A.1 1-111.1
1-114.1
1-113.1
1-111.2
1-100.1
1-115.1
1-115.2

EXTRACTOR DRYER
WATER
HEATER
WALL
MOUNT
BIKE
RACKS

1.4 1.4

1.7 1.7

1.D 1.D 1-101.1 1-109.5
A A
A
1-107.3

LOCKER ROOM (MALE)
1-112A

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
W/D
AV
1D
AV
+66"
1D
3D
AV
1D
AV
2D
R18
R18
AV
+66"
1D 3D
T
AV
+66"
1D
AV
2D
3D
3D 3D 3D
3D
AV
+66"
1D
T
T
1D
1D
1D
4D
4D
5D 5D 5D 5D
5D 5D 5D 5D
TN-1-401
1 R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

COMM FIRST FLOOR

PLAN - CLASSROOM

BUILDING
TN-1-121
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

COMMUNICATIONS FIRST FLOOR PLAN - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
274
+ 10' - 0"
G1
+ 12' - 0"
AC1
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
AC1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
G1
+ 22' - 5"
AC2
+ 9' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G1

1.4 1.4

1.7 1.7

1.D 1.D

TRAINING

CLASSROOM-LARGE
1-102

LARGE CLASSROOM -

STORAGE
1-102A

TRAINING CLASSROOM
- SMALL
1-101

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

RECEPTION AREA
1-100A

LOCKER ROOM (MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

LOCKER ROOM (MALE)
1-112A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

COVERED UTILITY
YARD
1-115

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

EXERCISE/FITNESS
ROOM
1-109

TURNOUT ROOM
1-108

TRAINING DEPUTY

CHIEF OFFICE
1-106A

GEN OFFICE STORAGE
1-106B

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

CORRIDOR A
1-103A

CORRIDOR C
1-103C
29' - 6 29/64" AFF
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
WAP
2D
TKN0450
TKN0039
TN-1-401
2 R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

COMM FIRST FLOOR

RCP - CLASSROOM

BUILDING
TN-1-131
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

COMMUNICATIONS FIRST FLOOR RCP - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT

KEYNOTES
TKN0039 (4) 4" C.

TKN0450
PROVIDE 18" WIDE, 4" HIGH SOLID BOTTOM CABLE TRAY
(CTS 18-4), PAINTED WHITE, SUPPORTED FROM
CEILING/STRUCTURE. SEE SPEC SECTION 27 05 36.
275

TELECOM/SERVER
CLOSET
1-110

HVAC CHILLER
1-110.1
1-113.1

1.7 1.7

1.8 1.8

1.C 1.C
R15-2 R15-1
R128-2 R128-1
TKN2050
AKN0001

1.7 1.7
+ 10' - 0"
G3

1.8 1.8

1.C 1.C
EKN0004
EKN0001
EKN0014
TKN1035
TYP. TKN2027
TYP.

TYP.

TYP.

EKN0003
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
COMM.TELECOM/SERVER
CLOSET 1-110 ENL.

PLAN & RCP
TN-1-401
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1/2" = 1'-0" 1
COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 ENLARGED PLAN 1/2" = 1'-0"
2 COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 RCP
276

FRONT VIEW REAR VIEW
Note:

WALL MOUNTED
TEL. MOUNTING STUDS
PROVIDE RJ-45
CAT.6A JACK

PROVIDE STAINLESS
STEEL PLATE.

TEL HANDSET IS N.I.C.

Junction Boxes placed
at least 16" apart
connected by slack
Flexible Conduit as
shown
Mastic coat around
entire exterior of
Junction Box
Acoustical Sealant
to fill gap
between Junction
Box and Gyp
Board.

Gyp Board shown
cut away. Batt
Insulation not
shown for clarity.
1/4" maximum gap
to be filled with
acoustical sealant.

Flexible Conduit
between J-Boxes.

Back Boxes, acousticaly
treated as shown, shall be
installed at all service
openings including low
voltage.
3 1
4 2
D1 D2
D1 D2

KEYNOTES
TKN
2 3

SHEET NOTES
1 TKN1
TKN2

RECEPTACLE ELEVATIONS ARE PROVIDED AS A CONVENIENCE FOR THE CONTRACTOR ONLY. RECEPTACLE ELEVATIONS GENERALLY
REFLECT DESIGN BASIS OR SYSTEMS DESIGN BASIS ALTERNATES.

CONTRACTOR TO COORDINATE ELEVATION WITH ALTERNATE
SUBMITTED.

RECEPTACLE ELEVATIONS MAY BE INCOMPLETE, REFER TO
RECEPTACLE SCHEDULE FOR COMPLETE DETAILS.

WHERE RECEPTACLE ELEVATIONS AND RECEPTACLE SCHEDULE
CONFLICT. RECEPTACLE SCHEDULE TAKES PRECEDENCE OVER
RECEPTACLE ELEVATIONS.

TELECOMMUNICATIONS SYSTEMS, WORK OF DIVISIONS 27.

LABEL THE OUTLET WITH THE IDF ROOM NUMBER, STATION
NUMBER, JACK LETTER (EXAMPLE: "132-1-A" WHERE "132" IS THE IDF, "1" IS THE STATION NUMBER "A" IS THE JACK LETTER.

LABEL THE CABLE AND PATCH PANEL PORTS. MATCH THE JACKS
LABEL.

PROVIDE 12" CLEAR ON ALL SIDES IN ORDER TO MOUNT THE TEL HANDSET. COORDINATE WITH ELECTRICAL AND SECURITY
CONTRACTORS. HANDSET IS N.I.C.

TKN3
48 24
12"
CLEAR
12"
CLEAR
12"
CLEAR
12"
CLEAR

2.35 [59.8]

2.06 [52.3]

1.29 [32.9]

XXXXXXX
XXXXX
TKN1
TKN1
TKN1
TKN1 TKN1
TKN1
TKN1
TKN3
TKN1
TKN2
TKN2
COVERS

PROVIDE BLANK
3 1
4 2
A
C D
A B
C D
A B

VOICE JACK
B

VOICE JACK VOICE JACK
C D
1 2D OUTLET
NTS 2
3D OUTLET
NTS 3
4D OUTLET
NTS
5 FLAT PATCH PANEL AND CABLE LABELING
NTS
4 1V OUTLET
NTS
8 TWO PORT SMB
NTS
9 FIBER PATCH PANEL
7 NTS

ACOUSTIC SEALANT & INSULATION

AT INTERIOR PARTITIONS
6 NTS

GROUNDING BUS BAR DETAIL
NTS
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DETAILS - DEVICES
TN-901
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
277
EMBED 1 AT EACH CORNER, MIN.
1/2" HILTI KB-TZ WITH 3-1/4"

SECURELY FASTEN RACK

TO FLOOR WITH ANCHOR BOLTS,

DIRECTED, PLACE

ANY BLANK PANELS

EXCEPT AS OTHERWISE

OF THE RACK

AS POSSIBLE

AS POSSIBLE

SUPPLIES, POWER AMPLIFIERS,

LOAD HEAVY EQUIPMENT
ETC.) AS NEAR TO THE

BOTTOM OF THE RACK
(UNINTERUPTED POWER

AS NEAR TO THE TOP
7 RACK LOADING DETAILS
1"=1'-0"
3 ISOMETRIC
NTS
4 R15 FRONT VIEW
1"=1'-0"
1 R15 TOP VIEW
1"=1'-0" 2

WIRE MANAGER TOP VIEW
1"=1'-0"
5 R15 SIDE VIEW
1"=1'-0"
6 WIRE MANAGER FRONT VIEW
1"=1'-0"
.3333
15"

23.5"

25.5"
12"
12"

15.0"

9.6"
84"

17.75"
84"

19.3"
24"
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
DETAILS - RACK R15
TN-902
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
278
8X.437

USABLE DEPTH

22.875

19.500

34.85 42.00

30.00 83.485

OVERALL
1/FAN TOP

77.125
44 USEABLE

RACK SPACES

4.13 OVERALL WIDTH
(3.25 OPENING WIDTH)

4.25 26.51/31.11

31.125

33.875

29.29/

33.89 .720

2.375 1.473

32.875

27.26/

31.86 2.000

76.750

BOTTOM VIEW

REAR DOOR REMOVED

VIEWS SHOWN WITH

FLOOR MOUNTING

LOCATIONS

REMOVABLE SERVICE PLATE
2 RACKSPACE

WITH FAN TOP REMOVED

TOP OPENING DIMENSIONS
19"
WIDTH
PANEL
SCALE .070

DETAIL A
(FAN NOT INCLUDED)
GRILL FOR 10" FAN

TOP VIEW
(DOOR OPEN)

FRONT VIEW
(21X THIS SIDE 17X OTHER SIDE)

CABLE DUCT
VIEW
REAR
VIEW
SIDE

SOLID HINGED

DOOR WITH

CLOSURE

MAGNETIC
4 POINT

REMOVABLE EKO PLATES

TOP OPENING

TOP VIEW
1/2" & 3/4" KNOCKOUTS
1" & 1-1/2" KNOCKOUTS
_
D
_
B
FRONT
_
C
OPENING (8X)
.875 X 4.875
A
OPENING 2.250 X 3.000
OPENING (8X)
.875 X 4.875

TO FLOOR WITH ANCHOR BOLTS,

SECURELY FASTEN RACK
3/8" HILTI KWIK BOLT I I WITH 2 1/2"
EMBED 1 AT EACH CORNER, MIN.

AS NEAR TO THE TOP
(UNINTERUPTED POWER

BOTTOM OF THE RACK
ETC.) AS NEAR TO THE

LOAD HEAVY EQUIPMENT

SUPPLIES, POWER AMPLIFIERS,

AS POSSIBLE

AS POSSIBLE

OF THE RACK

EXCEPT AS OTHERWISE

ANY BLANK PANELS

DIRECTED, PLACE

RACK LOADING DETAIL
2 SHOWN WITHOUT THE DOOR. 1" = 1'-0"
RACK R28 DETAILS AND ELEVATIONS 1 N.T.S.

D

REAR VIEW C

SIDE VIEW BFRONT VIEW
R28 84" 44 EIA RACK UNITS 19" 30" 42"
TYPE OVERALL HEIGHT NOT TO EXCEED VPO=VERTICAL PANEL OPENING PANEL WIDTH FRAME WIDTH FRAME DEPTH TKN1
TKN2
TKN1
TKN2
TKN1
TKN2
E1
E

KEYNOTES
TKN

DIMENSIONS
ELECTRICAL: WORK OF DIV. 26.
5-20R DEDICATED QUAD RECEPTACLE IN 4S BOX WITH
UTILITY COVER.

TELECOMMUNICATIONS SYSTEMS: WORK OF DIVISION 27.

RACK RAILS, COMPLY WITH ANSI/EIA-310-D. POSITION
ADJUSTABLE FRONT TO REAR.

LOCKING FRONT AND REAR FULL MESH DOORS.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
DETAILS - RACK R28
TN-903
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
279
'F'
2 3/4"
ICC-REPORT #ESR-2024

ANGLE CEILING CLIP AND POST NUT
1 1/4" (32mm) HEAD PIN WITH DOMED RIGHT
TYPICAL "POWER FASTENERS" #50378
PROVIDE EQUAL TO B-LINE 4" J-HOOK
36" Max. 1/4" Threaded Rod Length
WASHER

NUT AND LOCK

CABLE SUPPORT

CABLE CONTINUES TO NEXT HANGER

WITH QWIK-LATCH

SLEEVE NUT
(LOCATE FASTENER PER ICC REPORT)

ARMORED FIBER
1/4" THREADED ROD
MAX. WEIGHT PER CONNECTION = 10 LBS
2'-0" MIN.
4'-0" MAX.
6'-6" MAX.

DECK FLUTE
ANCHOR
1" MAX OFFSET TYP.

CL
CL
3 1/4"
PROVIDE (2) CPI WALL
BRACKET 10608-701
WITH (2) 1/4" DIA
SCREWS TO BACKING.

PROVIDE AT 20" MAX.

PROVIDE CPI U.L.

CLASSIFIED JUNCTION
KIT 16298-701
L2X2X0.105" SUPPORT ANGLE W/ (2)
J-BOLTS TO CABLE RUNWAY AND (2)
1/4" DIA. SCREWS TO BACKING
TYPE "B" BACKING AT WALL, SEE ARCH

STUD WALL, SEE ARCH
HOLD DOWN CLAMP WITH 3/8" DIA

HEAD BOLT AND SPRING NUT
3/8" ALL THREAD
ROD @ 8'-0" O.C. MAX.

CABLE TRAY PER

PLANS & SECTION
27 05 36
1 1 (Min).

LOAD
1/2" X 1 1/4" HEX HEAD CAP
SCREWS & N225WO NUTS
Metal Deck
LOAD
1/4
1/2" DIA. SIMPSON
STRONG BOLT 2
(ESR-3037)
1/2"O SIMPSON STRONG
BOLT 2 W/2 3/4" EMBED,

TYPICAL

PAIR BRACES
@32' O.C. WITH 1/2"O SIMPSON
STRONG BOLT 2 ANCHOR INTO

UNDERSIDE OF METAL DECK &
CONC FILL. CONNECT W 1/2"O
SIMPSON STRONG BOLT 2 W/2
3/4" EMBED.

B22 CHANNEL ROD STIFFENER WITH SC 228
ASSEMBLY. SPACE BOLTS IN THE SC 228 STIFFENER
ASSEMBLY @ 12"O.C. MAX, TYP.

MAX WEIGHT OF LOADED
CABLE TRAY = 30 #/FT.
2 -
@ 16'-0" OC MAX
SDI 143812

BLUE BANGER
1/2"X 1-1/2" MACHINE

SCREW, LOCK

WASHER & NUT
B-LINE
B3080S-1/2

WELDING LUG
B-LINE B650
1/2" X 1-1/4" HEX HEAD

CAP SCREWS &
N225WO NUTS
TKN2 TKN3
TKN3
TKN1
TKN2
TKN3
6"
MAX.

DISTANCE FROM TOP

OF HANGER ROD TO

FIRST BOLT OF

CHANNEL ROD
STIFFENER TYP.

TOP AND BOTTOM.
1 _1
8 " MIN. EA. SIDE

KEYNOTES
TKN
TKN3
TKN2
TKN1
COMMUNICATIONS SYSTEMS: COMPLY WITH DIVISION 27.

B-LINE B11 CHANNEL.

B-LINE ADJUSTABLE HINGE B-335-2 LONGITUDINAL OR
TRANSVERSE BRACE.

B-LINE B11 CHANNEL LONGITUDINAL OR TRANSVERSE BRACE.
3 J-HOOK MOUNTING DETAIL
NTS
1 CABLE TRAY SUPPORT
NTS
2 LONGITUDINAL OR TRANSVERSE BRACE
NTS
4 CABLE TRAY WALL ATTACHMENT
NTS
5 CABLE TRAY MOUNTED VERTICALLY
NTS 6

CABLE TRAY INTERSECTION DETAIL
NTS
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DETAILS - INTERIOR

FASTENING
TN-904
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
280
S.O.NO.

WT.

SCALE
DATE

SHEET OF
S.O.NO. REV
WT.

SCALE
DATE

SHEET OF
S.O.NO. REV
WT.

SCALE
DATE

SHEET OF
REV
30" MIN.
30" MIN.
30'
10'
30" MIN.
10'
2'
30'

DUCT TRENCH BURIED
30" MIN. BELOW GRADE

DUCT STACKS SHALL BE ALIGNED
(OR ASCEND DEPENDING ON GRADE)
AT A POINT 30 FEET PERPENDICULAR
TO EXTERIOR FACE OF VAULT.

DUCTS SHALL BE ALIGNED

PERPENDICULAR TO CORE
HOLES 10 FEET FROM EXTERIOR
FACE OF VAULT.
2 FOOT DEEP

GRAVEL BED
EARTH

COMMUNICATIONS BUILDING

ENTRANCE DUCT STACK
30 INCH MINIMUM

DISTANCE TOP OF HIGHEST

CORE HOLE TO GRADE

GRADE SURFACE
30 INCH MINIMUM

DISTANCE TOP OF

DUCT BANK TO GRADE

COMMUNICATIONS

VAULT SECTION

DUCT STACKS SHALL RUN

STRAIGHT & PERPENDICULAR

TO EXTERIOR VAULT FACE

FOR A MINIMUM DISTANCE OF
10 FEET PRIOR TO ENTERING VAULT

BACKBONE DUCT STACKS

COMMUNICATIONS

DUCT STACKS SHALL DESCEND
(OR ASCEND DEPENDING ON GRADE)
AT A POINT 30 FEET PERPENDICULAR
TO EXTERIOR FACE OF VAULT.

NOTES:

1. BACKFILL IN TRENCH NOT SHOWN FOR
CLARITY. REFER TO THE CIVIL PLANS.

2. CONTRACTOR SHALL LAY A TWO FOOT DEEP
GRAVEL BED BELOW FLOOR OF NEW VAULT.

TKN1
TYP.

TKN1
TYP.

TKN2
TKN1
TKN2
Item Product Description U.V. Code # Drawing #

BILL OF MATERIAL
Item U.V. Code # Drawing #

BILL OF MATERIAL
Qty. Product Description
Item Product Description U.V. Code # Drawing #

BILL OF MATERIAL
P.O. BOX 727
Pleasanton, CA. 94566-0727
(510) 846-8183
Oldcastle FAX: (510) 846-4904

THIS DOCUMENT IS THE PROPERTY OF THE UTILITY
VAULT COMPANY. IT IS SUBMITTED FOR REFERENCE

PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY
INJURIOUS TO THE INTERESTS OF SAID COMPANY. APPROVED
DRAWN

REVISED
TM
DRAWING NO.

UTILITY VAULT COMPANY, INC.

TM
TORTORELLI 5/9/95

PLEASANTON, CA

UTILITY VAULT COMPANY
3'-0"x5'-0" (NOMINAL)
PACIFIC BELL - PTS-3660

NOT TO SCALE
- PTS-010
XXXX
0 STEEL COVER ASSEMBLIES
P.O. BOX
7Pleasanton, CA. 27
94566-0727 (510)
846-8183 FAX: (510)
Oldcastle 846-4904

THIS DOCUMENT IS THE PROPERTY OF THE
UTILITYVAULT COMPANY. IT IS SUBMITTED FOR

REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY

WAYINJURIOUS TO THE INTERESTS OF SAID
COMPANY. APPROVED
DRAWN

REVISED
TM

DRAWING
NO.

UTILITY VAULT COMPANY, INC.

TM
3/14/95TORTORELLI PLEASANTON,
CA

UTILITY VAULT

COMPANY
3'-0"x5'-0"x3'-0"
(I.D.)

PACIFIC BELL -
PTS-3660
NOT TO
SCALE
- PTS-002
XXXX
0 STANDARD LAYOUT
DETAILU.V. CODE # :
0280110
P.O. BOX
7Pleasanton, CA. 27
94566-0727 (510)
846-8183 FAX: (510) Oldcastle 846-4904

THIS DOCUMENT IS THE PROPERTY OF THE
UTILITY VAULT COMPANY. IT IS SUBMITTED FOR

REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY

WAYINJURIOUS TO THE INTERESTS OF SAID
COMPANY. APPROVED
DRAWN

REVISED
TM

DRAWING
NO.

UTILITY VAULT COMPANY, INC.

TM
TORTORELLI 3/13/95 PLEASANTON,
CA

UTILITY VAULT

COMPANY
3'-0"x5'-0"x3'-0"
(I.D.)

PACIFIC BELL
PTS-3660
NOT TO
SCALE
- PTS-001
XXXX
0 STANDARD
DETAIL
TORTORELLI 1/8/98
2 1
2 4
(2 PER SIDE WALL)
1 SECTION VIEW -AUNIT WEIGHT :3,810 #
SUMP
12"∅x2"
1"∅ GROUND ROD

KNOCK-OUT (BLIND)
(NOT SHOWN)
4ea. 3/4"∅ INSERTS

FOR LIFTING, CASTED

INTO OUTSIDE FACE
* = NOT SHOWN
4"∅ TERM-A-DUCT
(16 PLACES)
3'-1"
5'-1"
3'
4"
5'-9"
3'-9"
1'-3"
7"
10"
1'-21_
2 "
7"
3'-4"
1'
3 COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27
BELL END ENTRY DUCT TERMINATIONS.

PROVIDE INTEGRAL FRAME ELEMENT TO RECEIVE LBNL'S
VAULT NUMBER. REFER TO THE DRAWINGS FOR THE VAULT

NUMBER ASSIGNED TO EACH (N) VAULT INSTALLED UNDER
THE WORK OF THIS PROJECT. APPLY VAULT NUMBER TO A 1/2"

TALL GREEN OR BLACK LAMACOID LABEL RIVETED TO FRAME
OR VAULT LID. ALTERNATIVELY, CAST NUMBER INTO VAULT
COVER OR WELD ON THE FACE OF DIAMOND PLATE LID.

TKN

KEYNOTES
8" 7"
10 1/4" 1'-7 3/4" 1'-7 3/4" 6"
6"
1'
1'
1'
7"11"
6 3/4" 1'-10 1/2" 6 3/4"
3'
6" 1' 1' 6"
1'-6" 1'-6"
1'-3 1/2"1'-2 1/2"1'-2 1/2"1'-3 1/2"
5'
6 3/4" 1'-10 1/2" 6 3/4"
3'
10 1/4"
4"
3'
7" 8"

1. 3'X5' (NOM) GALVANIZED CHECKER PLATE, PEDESTRIAN RATED 2040270

TORSION ASSIST COVER WITH ADJUSTABLE FRAME

2. 2040260
----
----

TORSION ASSIST COVER WITH ADJUSTABLE FRAME
3'X5' (NOM) GALVANIZED CHECKER PLATE, FULL TRAFFIC RATED

1. 5140400 ---

2. 5100400 ---

6. 3'-0"x5'-0"x3'-0" REINFORCING DETAIL --- PTS-R01
4"∅ TERM-A-DUCT (TWO STEP)
-
12 16

3. 4 7/8"∅ STANDARD PULL IRONS 5180120 ---
1/2"∅ PLASTIC INSERTS

4. 4 3/4"∅ FERRULE LOOP INSERT(NOT SHOWN) 5100100 ---

5. 1 NON-METTALLIC 2900010 PTS-003

1. 3'-0"x5'-0"x3'-0" BODY 0280110 PTS-002

2. 0280200 PTS-008

3. 12" EXTENSION WITH TONGUE & GROOVE * 0280190 PTS-009 6" EXTENSION WITH TONGUE & GROOVE *
1 TYPICAL UNDERGROUND VAULT

ISOMETRIC EXPLODED PLAN & LID
NTS
2 ELEVATION VAULT APPROACH

COMMUNICATIONS DUCT SWEEP &
NTS
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DETAILS -

COMMUNICATIONS
VAULT
TN-905
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
281
GRAVEL, 12"

MINIMUM
DEPTH

QUANTITY

OPENING

CORE DRILL SUMP

REFER TO PLANS

FOR CONDUIT

FLUSH AT PAVED AREAS
1" AT UNPAVED AREAS

COMPACTED FILL
WALL, TYP.

HANDHOLE

CONCRETE

W/BELL END,

GROUT IN

CONDUIT
VAULT
TKN1

STEEL FRAME CAST-IN

TO RECEIVE COVER
W
L

HINGE AT ALL VAULTS
COVER AS SPECIFIED.

PROVIDE VAULT SECTIONAL
LARGER THAN 24"X36"

CONSTRUCTION

AS SPECIFIED

GROUND ROD

KNOCKOUT
D
GALV. PULL IRON
2 PLACES

SUMP KNOCKOUT,

KNOCK OUT & SET
IN GRAVEL TO DRAIN.

BOX
TKN1
COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27
BELL END ENTRY DUCT TERMINATIONS.

TKN

KEYNOTES
5'
5'

DUCT STACKS SHALL LEAVE
5 FEET OF STRAIGHT DUCT MIN.

PERPENDICULAR TO CORED

TYPICAL

COMMUNICATIONS
VAULT
EARTH

COMMON TRENCH

CONTAINING DUCT
STACKS
PRIOR TO TRENCH BACKFILLING:
1) INSURE PVC END BELL IS IN PLACE.
2) INSURE PULLBOX IS COMPLETELY SEALED.

EARTH

COMMON TRENCH

CONTAINING DUCT
STACKS
EARTH

COMMON TRENCH

CONTAINING DUCT
STACKS
FOR PARTIAL SWEEP ANGLES, 20 FOOT SECTONS SHALL BE
USED TO PRODUCE THE DESIRED TOTAL BEND. HOWEVER, THE

TOTAL SWEEP RADIUS SHALL BE DETERMINED BY THE
MAXIMUM NATURAL BENDING CAPABILITY OF A 20 FOOT
SECTION OF CONDUIT. PVC CONDUITS SHALL NOT BE HEATED
TO PRODUCE A LARGER BEND. MANUFACTURER SUPPLIED

BENDS SHALL BE USED AND CUT TO PRODUCE A TIGHTER
BEND.

NOTES:

1. COMPLETE BACKFILL IN TRENCH NOT SHOWN
FOR CLARITY CONTRACTOR REFER TO DETAILS.

2. TOP OF DUCT STACKS SHALL BE BURIED A
MINIMUM OF 36 INCHES BELOW GRADE.

3. PRIOR TO FINAL ACCEPTANCE OF DUCT WORK

INSURE MANDRAL TEST OF EACH DUCT HAS BEEN
COMPLETED. REFER TO SECTION 270543.

PLAN VIEW

EXAMPLE OF PROPER DUCT ROUTING

PLAN VIEW

COMMON TRENCH

CONTAINING DUCT
STACKS

COMMON TRENCH

CONTAINING DUCT
STACKS
EARTH

TYPICAL

COMMUNICATIONS
VAULT
EARTH

PLAN VIEW

EXAMPLE OF IMPROPER DUCT ROUTING

ENTRANCE OF PULLBOX PRIOR
TO BEGINNING SWEEP.
5 FOOT MINIMUM RADIUS IN ANY GIVEN
SECTION OF THE 90 DEGREE DUCT SWEEP. PRODUCED 20 FOOT
LENGTHS OF 4 INCH & 3 INCH CONDUIT. THE TOTAL SWEEP

RADIUS SHALL BE DETERMINED BY THE MAXIMUM NATURAL
BENDING CAPABILITY OF EACH 20 FOOT SECTION. PVC

CONDUITS SHALL NOT BE HEATED TO PRODUCE A LARGER
BEND. MANUFACTURER SUPPLIED BENDS SHALL BE USED AND
CUT TO ACHIEVE FINAL BEND.

DUCT STACKS SHALL BE

STRAIGHT FOR A MINIMUM
OF 5 FEET WHEN ENTERING
OR EXITING A PULLBOX.
1 TYPICAL UNDERGROUND VAULT ISOMETRIC
NTS
2 TYPICAL UNDERGROUND VAULT SECTION
REFER TO PLANS FOR CONDUIT SIZE AND QUANTITY NTS 3

COMMUNICATIONS DUCT

SWEEP & APPROACH AT VAULT
NTS
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
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16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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DETAILS -

COMMUNICATIONS
VAULT
TN-906
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
282
TKN5 TKN1
C6
TKN7
C1
C2
TKN2
TKN6
TKN3
TKN4
C3
C6
TKN3
C4 C4
C5
C11
C8
C2
TKN1
TKN5
TKN2
TKN6
TKN4
C7 C8
TKN7
C9C9
C10
C10
1'-0"
2'-6"
1'-2" MIN

SEE NOTE

SEE NOTE
2'-6"
1'-2" MIN
3"MIN.
3"MIN.

DEPTH
GRAVEL, 6"

MINIMUM
VAULT

CONDUIT

GROUT IN

W/BELL END,

CONCRETE

HANDHOLE
WALL, TYP.

COMPACTED FILL 1" AT UNPAVED AREAS

FLUSH AT PAVED AREAS

PLANS FOR

REFER TO
PROVIDE 30" DEEP
x 8" DIAMETER

CORE DRILL SUMP

OPENING

DRY WELL, FILLED

WITH GRAVEL

CONDUIT

QUANTITY
PER DIVISION 15.

CONDUIT. PER
DIVISION 26. DEPTH

MINIMUM
SAND, 6"

SCHEDULE, SHEET
CONDUIT. SEE

COMMUNICATIONS
T200A FOR NUMBER

ELECTRICAL POWER
AND SIZE.
2'-6" CLEARANCE
12" MIN.

GAS PIPING

CLEARANCE
12" MIN.

CONCRETE ENCASED SECTION-CONCRETE ENCASED
3 TRENCH SECTION -

MINIMUM CLEARANCE

REFER TO PLANS FOR CONDUIT SIZE & QUANTITY NTS
4 TYPICAL PULLBOX SECTION

REFER TO PLANS FOR CONDUIT SIZE & QUANTITY NTS
1 TRENCH IN EARTH SECTION
NTS 2

TRENCH IN ASPHALT PAVEMENT
NTS
C
TKN
CIVIL - COMPLY WITH DIVISION 2
EXISTING SURFACE.

MINIMUM COVER UNLESS OTHERWISE NOTED.

ASPHALT CONCRETE. COMPLY WITH SECTION 32 12 16-ASPHALT
CONCRETE PAVEMENT.

USE PAVEMENT CUTTING TOOL TO OBTAIN A NEAT LINE.

EXCAVATIONS 12" OR LESS IN WIDTH: PAVING SHALL BE CUT 12"

GREATER THAN THE LENGTH AND WIDTH OF THE EXCAVATION,
MEASURED 6" FROM EACH SIDE OF THE EXCAVATION. EXCAVATIONS WIDER THAN 12" IN WIDTH: PAVING SHALL BE CUT 24" GREATER THAN THE LENGTH AND WIDTH OF THE EXCAVATION, MEASURED 12" FROM EACH SIDE OF THE SIDE OF THE EXCAVATION.

ON-SITE MATERIAL (NATIVE BACKFILL) COMPACT TO 95% OF MAXIMUM DRY DENSITY.

ASPHALT CONCRETE. TYPICAL 4" THICKNESS FOR STREETS. TYPICAL 3" THICKNESS FOR BIKES PATH, A.C. SIDEWALKS AND PARKING LOTS.

COMPLY WITH SECTION 32 12 16- ASPHALT CONCRETE PAVEMENT.

AGGREGATE BASE, CLASS 2. TYPICAL MINIMUM THICKNESS 8".

STRUCTURAL CONCRETE WITH ORANGE DYE AT TOP.

TRACER WIRE, SOLID COPPER CORE, MINIMUM NUMBER 10 AMERICAN WIRE GUAGE (AWG). PROVIDE AT LEAST 2 FOOT LOOP COILED AT AN

ACCESSIBLE LOCATION IN HAND HOLE AND INSIDE BUILDING TO ALLOW ATTACHMENT OF TONE TRACING EQUIPMENT.

COMMUNICATIONS SYSTEMS, WORK OF DIV. 27
PVC CONDUIT, SCHEDULE 40. SEE PLANS FOR SIZE AND QUANTITY.

DUCT SPACER, SIZE TO MATCH CONDUIT.

RE-BAR HOLDER.

No.4 BAR, APPROXIMATELY 3 FEET LONG.
1#12 SOLID CORE COPPER TRACER WIRE.

SPACE AT APPROXIMATELY 3 SPACERS PER 20 FEET OF DUCT RUN.

MARKER TAPE. PROVIDE 1 MARKER TAPE PER 12 INCH WIDTH OF EXCAVATION, OR FRACTION THEREOF.

C1
C2
C3
C5
TKN1
TKN2
C4
C6
C7
C8
C9
TKN3
TKN4
TKN5
TKN6
TKN7
C10

KEYNOTES
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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H
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E
D
C
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A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
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TRENCH SECTIONS
TN-907
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
283
2 3B
3 A
3B
1A
2 1B
3A
xsm1.12,qc;System No. W-L-1029
s*;(Formerly System No. 467) F Ratings - 1 and 2 Hr (See Item 1B) T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft
b0.25,a0.25;

COORDINATE THROUGH PENETRATION

ASSEMBLIES W/ FIRE RATED

PARTITIONS AS SHOWN ON THE
ARCHITECTURAL DRAWINGS.

AA
System No. W-L-3169
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1/4 and 3/4 Hr (See Item 2A)
Guide XHEZ
Through-Penetration Firestop Systems
October 04, 2000
W-L-3169 - A Card
(Cont'd on W-L-3169 - B Card)
1A 1B
2 33
2 AA
Section A-A
System No. W-L-3170
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1/4 and 1 Hr (See Item 3A)
Guide XHEZ
Through-Penetration Firestop Systems
October 04, 2000
W-J-3170 - A Card
(Cont'd on W-J-3170 - B Card)
1A
1B
2 3
3 2
4B 4B 4A AA
Section A-A
Section A-A
System No. C-AJ-1259
F-Rating - 3 Hr T-Rating - 0 Hr
Guide XHEZ
Through-Penetration Firestop Systems
March 09, 1999
C-AJ-1259 - A Card
(Cont'd on C-AJ-1259 - B Card)
2 3
3 2
1 AA
Section A-A
System No. W-J-1025
F-Rating - 2 Hr T-Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft
Guide XHEZ
Through-Penetration Firestop Systems
December 17, 1996
W-J-1025 - A Card
(Cont'd on W-J-1025 - B Card)
2 3B
3 B
2 1
AA
Section A-A
Guide XHEZ (W-L-1029 - B Card)
Through-Penetration Firestop Systems (Cont'd from W-L-1029 - A Card) System No. W-L-1029
December 16, 1994
(Formerly System No. 467)
F Ratings - 1 and 2 Hr (See Item 1B)
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft

1. Wall Assembly - The 1 or 2 h fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 and U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC.

Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.

B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6 in.

The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. A nom annular space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe.

B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit.

C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.

D. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.

3. Firestop System - The firestop system shall consist of the following:

A. Packing Material - Min 1 in. thickness of min 3.5 pcf fiberglass insulation shall be wrapped around the through-penetrant and secured together by means of No. 24 AWG steel tie wire. Packing material shall be centered at mid-depth of opening and recessed from both surfaces of wall assembly required to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* - Caulk or Putty - In 2 hr fire rated assemblies min 3/4 in. thickness fill material applied within the annulus, flush both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the penetrating item. In 1 h fire-rated assemblies, min 5/8 in. thickness of fill material applied within annulus on both surfaces of wall. Additional fill material to be installed such that a min 3/8 in. crown is formed around the penetrating item and lapping 1 in. beyond the periphery of the opening.

SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101 or 105 Sealant and SpecSeal Putty *Bearing the UL Classification Marking
Guide XHEZ (W-J-1025 - B Card)
Through-Penetration Firestop Systems (Cont'd from W-J-1025 - A Card) System No. W-J-1025
December 17, 1996
F Rating - 2 Hr
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft

1. Wall Assembly - Min 6 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in.

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space within the firestop system is dependent upon the type of through penetrant, use of the packing material, and type and thickness of fill materials as tabulated in Item 3B. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 4 in. diam (or smaller) cast or ductile iron pipe.

C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit.

D. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.

3. Firestop System - The firestop system shall consist of the following:

A. Packing Material - Pipe and Equipment Covering Materials* - Nom 1 in. thick by min 2-1/2 in. long hollow cylindrical heavy density (min 3.5 pcf) unfaced glass fiber units wrapped around pipe and secured together by means of No. 24 AWG steel tie wire on both sides of the wall. Packing material shall be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. The use of packing material within the firestop system is dependent upon the type of through penetrant and type and thickness of fill material within the firestop system used as tabulated in Item 3B.

See Pipe and Equipment Covering - Materials (BRGU) - category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specification and bearing the UL Classfication Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

B. Fill, Void or Cavity Material* - Caulk or Putty - Fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the through penetrant. At the point contact location between through penetrant and concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete/through penetrant interface on both surfaces of wall. The type and thickness of fill material is dependent upon the type of through penetrant, annular within the firestop system and use of packing material within the firestop system as tabulated below:

Guide XHEZ (W-L-3170 - B Card)
Through-Penetration Firestop Systems (Cont'd from W-L-3170 - A Card) System No. W-L-3170
October 04, 2000
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1/4 and 1 Hr (See Item 3A)

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC.

Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 6 in.

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Steel Sleeve - Cylindrical sleeve fabricated from 0.0125 in. thick (30 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of the sleeve to be equal to or max 2 in. greater than the thickness of the wall. Sleeve installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall.

As an alternate, steel sleeve may consist of nom 6 in. diam (or smaller) Schedule 5 (or heavier) steel pipe sleeve friction-fitted into circular cutouts in the gypsum board layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall.

3. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1-1/2 in. Cable bundle to be rigidly supported on both sides of the wall assembly. The following types and sizes of cables may be used:

A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material.

B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) jacket.

C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket.

D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket.

E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable.

F. Max 110/125 fiber optic (F.O.) cable with PVC insulation and jacket.

G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket.

H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket.

I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 3A. Through Penetrating Product* - As an alternate to the cables (Item 3), max 4-1/2 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through-penetrating products and periphery of opening to be min 0 in. (point contact) to max 1-1/2 in. Through penetrating product rigidly supported on both sides of wall assembly.

When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr.

AFC CABLE SYSTEMS INC

4. Firestop System - The firestop system shall consist of the following:

A. Packing Material - Min 1 in. thickness of 4 pcf mineral wool batt insulation compressed and tightly packed into each end of sleeve. Recess packing material as required to accommodate fill material (Item 4B).

B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within annulus, flush with each end of steel sleeve. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/steel sleeve interface on both sides of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant
*Bearing the UL Classification Marking
Guide XHEZ (C-AJ-1259 - B Card)
Through-Penetration Firestop Systems (Cont'd from C-AJ-1259 - A Card) System No. C-AJ-1259
March 09, 1999
F Rating - 3 Hr
T Rating - 0 Hr

1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in.

See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers.

2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used:

A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe.

C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit.

D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube.

3. Fill, Void or Cavity Material*- Sealant Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 3/8 in. thick bead of fill material shall be applied at the concrete/penetrating item interface and on both surfaces of floor or wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102 or 105 Sealant. *Bearing the UL Classification Marking

TYPE OF THROUGH PENETRANT

STEEL OR IRON PIPE

STEEL OR IRON PIPE

STEEL CONDUIT OR TUBING

NOM ANNULAR
SPACE IN. _
3/4 _
MIN. MAX.

ANNULAR IN.
0, 1-1/2 _
0, 1-1/2
USE OF
PACKING MTL.

OPTIONAL

REQUIRED

OPTIONAL

TYPE OF
MTL.

SEALANT
PUTTY

SEALANT

MIN THKNS
OF FILL MTL IN.
5/8
3/4
5/8
Guide XHEZ (W-L-3169 - B Card)
Through-Penetration Firestop Systems (Cont'd from W-L-3169 - A Card) System No. W-L-3169
October 04, 2000
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1/4 and 3/4 Hr (See Item 2A)

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 5 in.

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1/2 in. Cable bundle to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of cables may be used:

A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material.

B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) jacket.

C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket.

D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket.

E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable.

F. Max 110/125 fiber optic (F.O.) cable with PVC insulation and jacket.

G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket.

H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket.

I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 2A. Through Penetrating Product* - As an alternate to the cables (Item 2), max 4 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through-penetrating products and periphery of opening to be min 0 in. (point contact) to max 1 in. Through penetrating product rigidly supported on both sides of floor or wall assembly. When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr.

AFC CABLE SYSTEMS INC

3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. Sealant to be forced into interstices of cable bundle to max extent possible. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/gypsum board interface on both surfaces of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant
*Bearing the UL Classification Marking
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10987654321

QPOHGFEDCBA
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project

HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17

RQPOJKLMN

DETAILS -

FIRESTOPPING
TN-908
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
284
EXAMPLE: J16C= 30"H X 30"W X 8"D HINGED NEMA 4 JBOX.

ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED
(INCHES)
AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR

IN JUNCTION BOXES SHALL BE CUT OR PUNCHED
WITHOUT PRE-PUNCHED KNOCKOUTS. PENETRATIONS
BOXES TO MATCH WALL FINISH. COORDINATE FINISH
WITH ARCH. PLANS.

A - NEMA 12
NONE - NEMA 1
B - NEMA 3R
NOTE 1
SUFFIX:

J16
J17
J15
J13
J14
J12
C - NEMA 4
D - NEMA 4X
30 36
30 24
24 24
30 30
24 20
24 20
J8
J11
J10
J9
J6
J7
J5
J1
J4
J3
J2
SYMBOL
20 20
20 20
16 18
12 20
20 16
16 12
18 12
(INCHES)
6 12
12 8
H
6 12
12 8
W
(INCHES)
J18 36 36
4 4
4 6
8 6
8 6
8 6
8 6
8 8
8 8
8 8
1 1
1 1
1 1
1 SHEET NUMBER

WALL SECTION KEY

SHEET NUMBER

DRAWING NUMBER

ELEVATION KEY

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

DETAIL SYMBOL

SHEET NUMBER
1 1

REVISION NUMBER

REVISION SYMBOL

BUILDING LABEL

COLUMN GRID

GRID LINES

DRAWING MATCH LINE
A1
1 SHEET NUMBER

DRAWING NUMBER

ROOM NAME

ROOM NUMBER

ROOM KEY
BLDG. SECTION KEY

DRAWING NUMBER
XXXX
XXXX
1 1
REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.

PROVIDE CONDUIT, BOXES AND FITTINGS SHOWN ON ELECTRONIC SECURITY SYSTEMS (TY) SYSTEM DRAWINGS UNDER THE WORK OF SECTION 28 05 28 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 30 PERCENT WIRE FILL.

PROVIDE FIRESTOPPING UNDER THE WORK OF SECTION 28 05 28 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY.

LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS.

DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS.

QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS.

QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS.

LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS.

NOT USED.

WIRING FOR THE WORK OF ELECTRONIC SECURITY SYSTEMS IS NOT PERMITTED TO SHARE CONDUIT, SLEEVES OR J-HOOKS WITH WIRING FOR WORK OF DIVISION 27. MAINTAIN AT LEAST 2 INCHES SEPARATION IF RUNNING PARALLEL. MAINTAIN AT LEAST 3 INCHES OF SEPARATION VERTICALLY IF CROSSING AT RIGHT ANGLES.
3 5
4 6
8 9
10 7

ELECTRONIC SECURITY SYSTEMS GENERAL NOTES
1 2

GENERAL SYMBOLS

FOH-P FIBER OPTIC CABLE HYBRID, PLENUM RATED
1IDP 1" INNERDUCT, PLENUM RATED
2IDP 2" INNERDUCT, PLENUM RATED

SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS
AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT
NOTE:

UTP5e-4P UNSHIELDED TWISTED PAIR, CAT. 5e PLENUM
TB15 TERMINAL BLOCK WITH 15 AMP SWITCH BLADE.

XX- NO OF PAIRS
110 TERMINAL BLOCK, PRE-WIRED W/50 PIN CONNECTOR,
110TBXX 110 TERMINAL BLOCK, CAT.5, XX-NO OF PAIRS
110PWTBXX
CATEGORY 5e PATCH PANEL

FIBER SPLICE PANEL

FIBER SPLICE CLOSURE

FIBER PATCH PANEL

FIBER TERMINAL BOX

OUTSIDE PLANT

MULTIMEDIA PLATE
UNSHIELDED TWISTED PAIR, CAT. 5e

MULTI MODE OPTICAL FIBER

SINGLE MODE OPTICAL FIBER
MAIN DISTRIBUTION FACILITY.

FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED

FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT RISER RATED

FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED

INTERMEDIATE DISTRIBUTION FACILITY
UNSHIELDED TWISTED PAIR, CAT. 5e OUTSIDE PLANT
C5ePP

FOH-OPR

FOM-OPR

FOS-OPR
FPP
MDF
IDF
FTB
FSP
FSC
MM
MMP
OSP
UTP5e-4
SM

MATERIAL & EQUIPMENT LEGEND
UTP5e-4OP
OPP. OPPOSITE
SIM. SIMILAR

ON CENTER

NOT TO SCALE
PANEL

PROJECT

OUTSIDE DIAMETER

OWNER FURNISHED EQUIPMENT

NATIONAL ELECTRICAL CODE

NOT IN CONTRACT

REFER TO

REFERENCE

SPECIFICATION

SHEET NOTE

SURFACE RACEWAY

SINGLE MODE OPTICAL FIBER

SHIELDED PAIR - SEE SPECIFICATIONS
PROJECT STANDARD RECEPTACLE HEIGHT +18" AFF, U.O.N.

PROJECT STANDARD SWITCH HEIGHT +48" AFF TO , U.O.N.

TELEPHONE

TYPICAL

TWISTED PAIR

TELECOMMUNICATIONS

TELECOMMUNICATIONS CLOSET

SHIELDED TWISTED PAIR
WITH

WEATHERPROOF

UNLESS OTHERWISE NOTED

TELECOMMUNICATIONS INDUSTRY ASSOCIATION

STANDARD
NEC
N.I.C.

O.D.

O.C.

NTS
O.F.E.

PROJ.

PNL.

RE:

P.S.S.H.

REF.

SP
SN
S.R.

SPEC
SM
P.S.R.H
STP
TEL
TELCOM
T.C.

TIA
TYP.

TP
W/
WP
U.O.N.

STD
EA. EACH
C.L. CENTERLINE

ALTERNATE

AMERICANS WITH DISABILITIES ACT

ABOVE MEZZANINE FINISHED FLOOR

ABOVE FINISHED CEILING

ABOVE FINISHED FLOOR

AREA DISTRIBUTION FACILITY

BACK OF HOUSE

BUILDING

COMMUNICATIONS

CATEGORY

CONDUIT

BUILDING DISTRIBUTION FACILITY

BELOW FINISHED CEILING

CALIFORNIA ELECTRICAL CODE

CALIFORNIA BUILDING CODE

SINGLE CHAMBER SURFACE RACEWAY

THREE CHAMBER SURFACE RACEWAY

CONDUIT ONLY

CONTINUATION

DIVISION

EXISTING

DIAMETER

DEDUCTIVE

DEMOLISH EXISTING

COMMUNICATIONS SYSTEM

EQUIPMENT

FINISHED

ELEVATION

END OF LINE

ELECTRONIC INDUSTRIES ASSOCIATION
3SR-2.5
A.D.A.
1SR-1
ADF
A.F.C.

ALT
A.M.F.F.

A.F.F.

BDF
B.F.C.

B.O.H.

BLDG.

CAT.

CBC
COMM.

CEC
C.

C.O.

CONT.

CS
(D)
(E)
EIA
DIV
DED
ELEV.

E.O.L.

FIN
EQPT.

ABBREVIATIONS
FUTURE

HOME RUN
HEIGHT

JUNCTION BOX

MASTER ANTENNA TELEVISION

LOCAL AREA NETWORK

MONUMENT

MAXIMUM

MODULAR

MINIMUM
NEW
H.R.

FUT
HT.

LAN
MATV

J, JBOX
MAX.

MON.

MOD.

MIN.
(N)
C6PP CATEGORY 6 PATCH PANEL.

UTP6-4P UNSHIELDED TWISTED PAIR, CAT. 6 PLENUM
UNSHIELDED TWISTED PAIR, CAT. 6
UNSHIELDED TWISTED PAIR, CAT. 6 OUTSIDE PLANT
UTP6-4
UTP6-4OP
TYPES REFER TO SPECIFICATIONS.

FOR COMMUNICATIONS AND POWER SYSTEM
NEW WIRE AND/OR CABLE INSIDE NEW CONDUIT WALLS OR IN CEILING .

PROVIDED UNDER DIV. 26.

CABLE/RACEWAY TURNS UP
CONDUIT. FILL PER SCHEDULE, PLANS

CABLE/RACEWAY TURNS DOWN

NEW WIRE AND/OR CABLE IN (N) UNDERGROUND
AND SPECIFICATION SECTION 28 05 13.

AND SPECIFICATION SECTION 28 05 13.

NEW WIRE AND/OR CABLE IN EXPOSED CONDUIT
OR RACEWAY. FILL PER SCHEDULE, PLANS
MARK INDICATES RACEWAY DROP FROM CEILING.

COORDINATE EXACT LOCATION WITH DIV. 26 PLANS.

SURFACE RACEWAY.

HOME RUN

KEYNOTES

ACJ CONDUIT TO CABLE TRANSITION POINT
LEGEND

JUNCTION BOX SCHEDULE
TKN
, DIA.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
GEN. NOTES, SYMBOL,
LEGEND, ABBR. &

JBOX SCHEDULE
TY-001
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
285

SYMBOL DEVICE FUNCTION OR

SERVICE LOCATION WORK OF ROUGH-IN RACEWAY ELEVATION CABLE FILL FINISH DETAIL

SHEET(S)
CCTV IP CAMERA,90 DEGREE CAPABLE,

SINGLE SENSOR MINIMUM, FIXED
FOCUS, INDOOR/OUTDOOR.

VIDEO SURVEILLANCE WALL OR CLG

AS INDICATED
28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING.

AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902 CCTV IP CAMERA, 180 DEGREE

CAPABLE, THREE SENSOR MINIMUM,
FIXED FOCUS, INDOOR/OUTDOOR.

VIDEO SURVEILLANCE WALL OR CLG

AS INDICATED
28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING.

AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902 CCTV IP CAMERA, 360 DEGREE

CAPABLE, FOUR SENSOR, FIXED
FOCUS, INDOOR/OUTDOOR.

VIDEO SURVEILLANCE WALL OR CLG

AS INDICATED
28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING.

AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902

CARD READER, MULTI-PROTOCOL
PROX/SMART WITH INTEGRAL KEYPAD.

ACCESS CONTROL/IDS INDICATED 28 05 28
28 13 00
FLUSH 4S BOX, 2-1/8" DEEP MIN., 1

GANG RING
SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901

CARD READER, NARROW, DOOR
MULLION MOUNT TYPE.

ACCESS CONTROL INDICATED 28 05 28
28 13 00
MOUNT ON DOOR MULLION. SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901 CARD READER ACCESS CONTROL/IDS INDICATED 28 05 28
28 13 00
FLUSH 4S BOX, 2-1/8" DEEP MIN., 1

GANG RING
SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901

DURESS ALARM BUTTON, CASEWORK
MOUNT
INTRUSION DETECTION INDICATED 28 16 19 UNDER THE DESK. SEE ACS FUNCTIONAL DIAGRAM

DOOR OPERATOR FOR ADA PUSH
PLATE.

ACCESS CONTROL PEDESTAL WO 2 SEE TY-901 AS DETAILED ON ARCH PLANS SEE ACS FUNCTIONAL DIAGRAM TY-901 DOOR POSITION SWITCH ACCESS CONTROL/IDS LRI 1 28 13 00 LRI 1 SEE TY-901 AS DETAILED TY-901 ELECTRIC LOCK ACCESS CONTROL/IDS INDICATED WO1 MUD BOX AT SOLID GROUTED

DOOR FRAMES
SEE TY-901 WIRE TO MIDDLE HINGE OF

DOOR OPPOSITE LOCK
TY-901

ELECTRIC LOCK WITH INTEGRAL REX

MICROSWITCH
ACCESS CONTROL/IDS INDICATED 08 71 00
WO1

MUD BOX AT SOLID GROUTED

DOOR FRAMES
SEE TY-901 AS DETAILED SEE ACS FUNCTIONAL DIAGRAM TY-901

POWERED OPERATOR, MOTOR

ASSISTED DOOR
ACCESS CONTROL INDICATED WO2 N/A - STUB TO MOTOR

CONTROLLER AT LV TERMINAL
SIDE.

SEE TY-901 ABOVE THE DOOR FRAME. SEE ACS FUNCTIONAL DIAGRAM N/A IP VIDEO INTERCOM STATION. ACCESS

CONTROL/TELECOM

AS SHOWN ON
PLANS
28 23 00 FLUSH 4S BOX. 1 G. RING (1) 1" C. TO ACCESSIBLE CEILING.
+44" AFF TO CL U.O.N. 1 CAT 6 CABLE PER DIV 27. AS SPECIFIED IP VIDEO MASTER INTERCOM STATION. ACCESS

CONTROL/TELECOM

AS SHOWN ON
PLANS
28 13 00 AS SPECIFIED (1) 1" C. TO ACCESSIBLE
CEILING.

DESKTOP MOUNT 1 CAT 6 CABLE PER DIV 27. AS SPECIFIED
NOTE NO. WORK OF NOTES
WO1

ELECTRIC LOCK, ELECTRIC STRIKE, TRANSFER HINGE AND PANIC DOOR REX INTEGRATED IN PANIC HARDWARE BY DIV. 8, LOW VOLTAGE FIELD WIRING AND POWER SUPPLIES BY DIVISION 28
WO2 MOTOR ASSISTED POWER DOOR OPERATOR BY DIVISION 8 AND 26. DOOR ENTRY FROM UNSECURE SIDE UNDER CONTROL OF ACCESS CONTROL SYSTEM.

NOTE NO. LOCATION & ROUGH-IN NOTES
LRI 1 TOP OF DOOR AND IN DOOR FRAME, NOT MORE THAN 6” FROM JAMB SIDE.

INSTALLATION SHALL NOT COMPROMISE FIRE RATING OF DOOR.

LRI 2 4S BOX W/ 1 GANG RING AND BLANK COVER PLATE
LRI 3
4S BOX W/ BLANK COVER PLATE W/ GROMMET OPENING MTD WITHIN 6" OF LATCH AT UNDERSIDE OF ROOF. EXTEND HS TO HATCH FRAME AND INSTALL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.

LRI 4 SURFACE MOUNT ON DOOR FRAME. INSTALLATION SHALL NOT COMPROMISE FIRE RATING OF DOOR.

LRI5
SURFACE MTD 4S BOX WITH BLANK COVER PLATE INSTALLED ADJACENT TO TRACK AND WITHIN 6" OF FLOOR. PROVIDE ONE DEVICE AT OPPOSITE SIDE OF EACH OPENING. INSTALL DEVICE TO TRACK PER MANUFACTURER'S INSTRUCTION. 3 4
DO
DS
EL
ER
PO
CKP
CR
CN
DC
VM
VI
1 R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SYMBOL SCHEDULE
TY-002
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
286
1 3 3
CR
33 CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

EV CHARGING
ONLY

EV CHARGING
ONLY

GLEASON DRIVE
(E) FIRE STATION

MADIGAN ROAD
(E) CHP

CLASSROOM

BUILDING

TRAINING
TOWER
SCBA

BUILDING
PG&E
XFMR

PROJECT BASE POINT

PROJECT SURVEY
POINT @ P/L CORNER
S-ID01
S.RG01
S.WF01
S.RG04
S-ID02
S.RG02
I.RG03
E.ID01 E.ID03 E.ID02
S.WF02
S.RG03
I.RG01
I.RG03
I.RG02
I.RG01
S.RG03
12' - 0" 5' - 0"
TR/IDF
90 +7'
180
+11'
TKN1130
180
+11'
TKN1130
180
+11'
TKN1130
180
+11'
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ELECTRONIC

SECURITY SYSTEMS

SITE PLAN
TY-0-101
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1" = 20'-0" 1

ELECTRONIC SECURITY SYSTEMS THIRD FLOOR PLAN - TRAINING TOWER

KEYNOTES
TKN1130 MOUNT CAMERA ON ELECTRICAL POLE.
287
CR
ERDS
CR
ERDSDS
CR
ERDSDS
CR
ERDSDS
CN
DSER
CR
DSDSER
CR
DS
ER
CR

ERDS CR
VI
DS
DS
EL
CR
DS
ER
CR
DS
ER
CR
ERDS
CR
DS
ER
CR
ERDSDS
CR
DS
ER
CR
ERDS
EL
DO
DO
PO
REX
LEV
T
TX2
T
1LRA
1LRB
TX1
EHL
LCP1
FACP
1HLA 1HDA
ATS2 ATS1 EHD
BUS
(40)

GENERATOR

MAIN ENTRANCE

TRAINING

CLASSROOM-LARGE
1-102

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

TRAINING DEPUTY

CHIEF OFFICE
1-106A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

TURNOUT ROOM
1-108

EXERCISE/FITNESS
ROOM
1-109

LOCKER ROOM
(FEMALE)
1-111

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113

TRAINING CLASSROOM
- SMALL
1-101

GEN OFFICE STORAGE
1-106B

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

CORRIDOR B
1-103B

LOCKER ROOM (MALE)
1-112

LARGE CLASSROOM -

STORAGE
1-102A
MECH. ROOM
1-114
TEMP

GEN TAP
BOX

HVAC CHILLER
W.H.

MAIN SWITCH
BOARD

SCREEN WALL

MATERIAL TO MATCH

STANDING SEAM ROOF

CORRIDOR A
1-103A

CORRIDOR C
1-103C

COVERED UTILITY
YARD
1-115

RECEPTION AREA
1-100A
1-102.2
1-102A.1
A
1-102.3
1-102.1
1-102.4
1-103A.1
1-103B.1
1-104.1
1-105.1
1-107.2
1-107.1
1-106.1
1-106A.1
1-108.1
1-108.3
1-108.2
1-103C.1
1-109.1
1-109.2
1-109.3
1-109.4
1-103C.2
1-110.1
1-103B.2
1-112.1 1-112A.1 1-111.1
1-114.1
1-113.1
1-111.2
1-100.1
1-115.1
1-115.2

EXTRACTOR DRYER
WATER
HEATER
WALL
MOUNT
BIKE
RACKS

1.4 1.4

1.7 1.7

1.D 1.D 1-101.1 1-109.5
A A
A
1-107.3

LOCKER ROOM (MALE)
1-112A

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
W/D
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ESS FIRST FLOOR

PLAN - CLASSROOM

BUILDING
TY-1-121
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

ELECTRONIC SECURITY SYSTEMS FIRST FLOOR PLAN - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
288
3 4
3 4
3 4
3 33
3 3
3 4
+ 10' - 0"
G1
+ 12' - 0"
AC1
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
AC1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
AC1
+ 10' - 0"
G1
+ 22' - 5"
AC2
+ 9' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G1

1.4 1.4

1.7 1.7

1.D 1.D

TRAINING

CLASSROOM-LARGE
1-102

LARGE CLASSROOM -

STORAGE
1-102A

TRAINING CLASSROOM
- SMALL
1-101

PUBLIC LOBBY
1-100

COMMONS/BREAKROOM
1-100C

TRAINING COMMONS
1-100B

RECEPTION AREA
1-100A

LOCKER ROOM (MALE)
1-112

LOCKER ROOM
(FEMALE)
1-111

LOCKER ROOM (MALE)
1-112A

LOCKER ROOM (ALL

GENDER)
1-107

JANITOR CLOSET
1-105

PUBLIC RESTROOM
1-104

COVERED UTILITY
YARD
1-115

TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113
MECH. ROOM
1-114

EXERCISE/FITNESS
ROOM
1-109

TURNOUT ROOM
1-108

TRAINING DEPUTY

CHIEF OFFICE
1-106A

GEN OFFICE STORAGE
1-106B

TRAINERS/ADMIN OPEN

OFFICE AREA
1-106

CORRIDOR A
1-103A

CORRIDOR C
1-103C
29' - 6 29/64" AFF
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G1
+ 10' - 0"
G1
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3
+ 10' - 0"
G3

1.1 1.1

1.2 1.2

1.3 1.3

1.5 1.5

1.6 1.6

1.8 1.8

1.E 1.E

1.B 1.B

1.A 1.A

1.C 1.C
180
+10'
360
+10'
180
+10'
360
+10'
180
+10'
360
CLG
180
+7' 6"
180
+7' 6"
180
+7' 6"
180
+7' 6"
180
+7' 6"
180
+9'
360
+10'
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ESS FIRST FLOOR RCP
- CLASSROOM

BUILDING
TY-1-131
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
3/16" = 1'-0" 1

ELECTRONIC SECURITY SYSTEMS FIRST FLOOR RCP - CLASSROOM BUILDING

PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
289
TKN9
TKN6
TKN1
TKN7
TKN8
TKN3
TKN10
TKN6
TKN12
TKN5
TKN3
TKN4
TKN1
1 ACCESS CONTROL SINGLE LINE DIAGRAM
NTS

CLOSURE
INPUTS
RELAY

OUTPUTS

DATA GATHERING

PANEL (DGP)

ETHERNET

INTERFACE
SUPPLY
POWER
POWER
CAT 6A PATCH PANEL POE SWITCH,

BLDG LAN
BY DIV. 27 BY CITY
EL
DS
DO
REFER TO PLANS FOR QTY.

END DEVICES AND SENSORS

FOR ALL FLOORS
BY DIV. 28

POWER SUPPLY

DOOR LOCK
PO
S02

BATTERY
WITH 2-HR

REX BACKUP
VM
PROVIDE ACS WORKSTATION.

LOCATE IN ADMIN OFFICE AREA

PROVIDE RACK MOUNTABLE ACS
SERVER. LOCATE IN R28 RACK,

TELECOM CLOSET
ER

DATA ROOM

CARD READER
INPUTS
CR
CN

CLOSURE

OUTPUTS
S01 S02

SHEET NOTES
TKA

KEYNOTES
TKN

FUNCTIONAL BLOCK DIAGRAMS ARE
DIAGRAMMATIC. CONTRACTOR TO SUBMIT SHOP

DRAWINGS INDICATING EXACT QTY AND LOCATION

OF ACCESS CONTROLLERS AND RELATED

HARDWARE REQUIRED TO MEET THE FUNCTIONAL
REQUIREMENTS OF THE PROJECT.

ARCHITECTURAL: COMPLY WITH DIVISIONS 3
THROUGH 14 - SEE ARCHITECTURAL DRAWINGS.

DOOR POWER OPERATOR, WHERE OCCURS - REFER
TO DOOR SCHEDULE AND DIVISION 8
SPECIFICATIONS.

TKN2
TKN3
TKN4
TKN5
TKN6
TKN7
TKN8
TKN9
TKN10

SEQUENCE OF OPERATION

IN THE NORMAL STATE, THE DOOR IS CLOSED, LOCKED

ON THE UNSECURED SIDE, AND UNLOCKED FROM THE
SECURED SIDE. NORMAL OPERATION IS BY ACCESS CARD

ON THE UNSECURED SIDE AND BY DOOR HARDWARE
FROM THE SECURED SIDE. THE REQUEST-TO-EXIST

MICROSWITCH, OPERATED BY THE SECURED SIDE DOOR
HARDWARE, WILL SHUNT THE ALARM. IF THE DOOR IS

HELD PAST THE PRESET OPEN TIME OR IF THE DOOR IS

LEFT OPEN OR IS FORCED OPEN, AN ALARM WILL BE

SENT TO THE ELECTRONIC SYSTEM NETWORK UNTIL THE
DOOR IS CLOSED. IF THE DOOR IS OPENED FROM THE

UNSECURED SIDE WITH A KEY, A DOOR FORCED ALARM
WILL BE GENERATED.

AFTER OFFICE HOURS, THE HANDICAP DOOR OPERATOR
(DO) AT THE UNSECURED SIDE WILL BE

NON-OPERATIONAL UNLESS A VALID ACCESS CARD IS

PRESENTED TO THE CARD READER AFTER WHICH,

PRESSING THE HANDICAP DOOR OPERATOR WILL UNLOCK
AND OPEN THE DOOR.

TKN1
TKA1
S01
S02
1 TELECOMMUNICATIONS & ELECTRONIC
SECURITY SYSTEMS: COMPLY WITH DIVISIONS 27
& 28.

PROVIDE AS MANY AS REQUIRED TO SUPPORT ALL END
DEVICES AND SENSORS. REFER TO PLANS FOR QUANTITY.

NOT USED.

PROVIDE WIRE GAGE, SHIELDING, PAIR COUNT AND

CONSTRUCTION AS REQUIRED TO SUIT DEVICE IN

ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. BRING ALL CONTACT POINTS BACK TO

THE SECURITY ELECTRONICS TERMINAL ENCLOSURES AT

THE IDF ROOMS - DO NOT LOOP OR DAISY CHAIN ANY

FIELD DEVICES UNLESS THEY ARE SPECIFIED AS
DIGITALLY ADDRESSABLE TYPE. PROVIDE JACKET TYPE IN

CONFORMANCE WITH THE INSTALLATION CONDITIONS
AND THE CALIFORNIA ELECTRIC CODE.

PLACE ALL SECURITY ELECTRONICS WIRING INSIDE TR'S

AREA IN METALLIC RACEWAY FROM THE POINT OF
ENTRY TO ROOM. WITHIN TR ROOM, PROTECT IN
SURFACE MOUNTED GUTTER AT BACKBOARDS.

THE ADA DOOR OPERATOR/ACTUATOR SHALL BE
WIRED AND CONTROLLED BY THE ACS CONTROLLER. IT
SHALL NOT BE WIRED TO THE POWER OPERATOR (PO).

CAT 6A PATCH CORDS. PROVIDE QTY. AS
REQUIRED.

MULTMEDIA PLATE (BISCUIT BOX) BY FOR TERMINATION
OF STATION CABLING. CONCEAL INSIDE ACS GUTTER.

PROVIDE POWER SUPPLY WITH 2-HR BATTERY
BACKUP, AS SPECIFIED.
1 CAT 6A CABLE. REFER TO PLANS.
1 WORK OF DIV 27.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

ACCESS CONTROL

SINGLE LINE DIAGRAM
TY-701
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
290
TKN4 TKN3
TKN5
TKN5
TKN3
TKN1
TKN4
TKN2
TKN6
1 SURVEILLANCE VIDEO

SYSTEM FUNCTIONAL DIAGRAM
NTS
1-10
TY-902
PWR
TCP/IP

CCTV FIXED

QTY PER

CAMERAS POE
PLANS
PLANS

CAMERAS

QTY PER

CCTV FIXED
TCP/IP CAT. 6A PATCH PANEL POE SWITCH,

INTERIOR

EXTERIOR
BY DIV. 27 O.F.O.I.

BLDG LAN

TELE/DATA ROOMS
PROVIDE CCTV WORKSTATION.

LOCATE IN ADMIN OFFICE AREA
2 KVA UPS
55" LCD MONITOR

MOUNTED ON THE
WALL
VMS SERVER LOCATE IN R28

RACK, TELECOM CLOSET

SHEET NOTE

KEYNOTES
TKN

FUNCTIONAL BLOCK DIAGRAMS ARE
DIAGRAMMATIC. CONTRACTOR TO SUBMIT SHOP

DRAWINGS INDICATING EXACT QTY AND LOCATION

OF CAMERAS AND RELATED HARDWARE REQUIRED

TO MEET THE FUNCTIONAL REQUIREMENTS OF THE
PROJECT.

TELECOMMUNICATIONS & ELECTRONIC SECURITY
SYSTEMS: COMPLY WITH DIVISIONS 27 & 28.

CAT. 6A PATCH CORDS. PROVIDE QTY. AS REQUIRED.
1 CAT. 6A CABLE. REFER TO PLANS.

MULTIMEDIA PLATE (BISCUIT BOX) DIV. 27 FOR
TERMINATION OF STATION CABLING. CONCEAL INSIDE
CCTV CAMERA BACK BOX.

CAT. 6A PATCH CORD BY DIV. 27 - PROVIDE LENGTH AS
REQUIRED. CONCEAL INSIDE CCTV CAMERA BACK BOX.

WORK OF DIV. 27.

TKN2
TKN3
TKN4
TKN5
TKN1
TKN6 PROVIDE RACK MOUNTABLE VMS SERVER.
1 1
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

SURVEILLANCE VIDEO

SYSTEM FUNCTIONAL

DIAGRAM
TY-702
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
291
DS
CR
DS DS
CR
ER
EL
SUPPLY

POWER ACCESS
PANEL

CONTROL SUPPLY

POWER ACCESS
PANEL

CONTROL
+1'-6"
+0"
+7'-6"
+8'-6"
+10'-0"
+6"
+3'-6"
+2'-0"
+6'-0"
FLOOR

SHEET NOTES

CEILING
J1
FLOOR
3/4"C.

SWITCH, DS.

DOOR

KEYNOTES
AKN ARCHITECTURAL. WORK OF DIVISIONS 8.

TRANSFER HINGE WITH 2 PR CONDUCTORS MIN.

ER - DOOR HANDLE OR PANIC HARDWARE WITH MECHANICAL

LOCK AND INTEGRAL ALARM SUPPRESSION MICRO-SWITCH TO
DETECT OPERATION OF DOOR FROM SECURE SIDE.

ARCHITECTURAL PEDESTAL - WHERE OCCURS, SEE PLANS.

DO - POWERED DOOR OPERATOR SWITCH MOUNTED TO

PEDESTAL OR WALL ON BOTH SECURE AND UN-SECURE SIDES
OF OPENING. WIRED TO DGP BY DIVISION 28.

TKN ELECTRONIC SECURITY SYSTEMS: COMPLY WITH DIVISION 28.

EXTEND 1.25" MIN C. TO THE NEAREST TELECOM ROOM.

LOCATE ABOVE DOOR AT SECURED ACCESSIBLE CEILING
CONDITIONS. AT GYP CEILING CONDITIONS, LOCATE REMOTELY
AT NEAREST UTILITY SPACE.

PROVIDE MUD BOX INSIDE DOOR FRAME AT GROUTED DOOR
ASSEMBLIES.

STUB CONDUIT INSIDE DOOR FRAME TO ABOVE THE MIDDLE
HINGE OPPOSITE DOOR HANDLE/EL/ER/ES/PANIC HW. MEASURE
DOOR ON SITE. COORDINATE SIDE OF DOOR SCHEDULED TO

RECEIVE ACTIVE DOOR HARDWARE, INCLUDING EL OR ES WITH
WORK OF DIVISION 8

DOOR HARDWARE (DOOR HANDLE, ES, EL, ER, AND/OR PHR AS

APPLIES) AND TRANSFER HINGE FURNISHED AND INSTALLED
UNDER THE WORK OF DIVISION 8. WORK OF DIVISION 28 WIRES

LOCKING HARDWARE VIA TRANSFER HINGE AND PROVIDES
WIRING AND PATHWAY BACK TO DGP.

WALL OR PEDESTAL MOUNTED CARD READER WITH 4S BOX
AND 1 GANG RING INSTALLED FACING UN-SECURE SIDE OF
DOOR. REFER TO PLANS FOR LEFT OR RIGHT SIDE PLACEMENT.

PROVIDE 6"X6" METALLIC WIREWAY/GUTTER.

PROVIDE MULTIPLE 1"C. AND 2"C. AS REQUIRED.

PROVIDE 3/4" THICK FIRE RESISTANT TREATED PLYWOOD
BACKBOARD. PROVIDE AS MANY AS SHOWN ON PLAN. PAINT
COLOR WHITE TRIM TO FIT. LEAVE ONE FIRE RATING STAMP
PER SHEET OF PLYWOOD UNPAINTED.

FUTURE WALL OR PEDESTAL MOUNTED CARD READER WITH 4S
BOX AND 1 GANG RING INSTALLED FACING UN-SECURE SIDE OF
DOOR. REFER TO PLANS FOR LEFT OR RIGHT SIDE PLACEMENT.

EXTEND 1" CONDUIT TO ACCESSIBLE CEILING SPACE.

CARD READER MOUNTED TO WALL OR PEDESTAL AT POWER
DOOR OPERATOR ENABLED ENTRIES ON UN-SECURE SIDE.

PROVIDE 1" C. TO NEAREST IDF ROOM.

1. NOT EVERY DOOR CONDITION IS DEPICTED. REFER TO THE

FLOOR PLANS FOR THE DEVICES REQUIRED AT EACH OPENING

AND PROVIDE ROUGH-IN AS REQUIRED BASED ON SIMILAR
ASSEMBLIES DETAILED ON THE TY SHEETS.

AT ACCESSIBLE CEILING CONDITIONS, SUPPORT ELECTRONIC
SECURITY CABLING ON CABLE HOOKS OR BASKET TRAYS.

WHERE ESS SIGNAL CABLING IS CONSOLIDATED WITH A
NETWORK OF CONDUITS AND PULL BOXES, MAINTAIN 40%
MAXIMUM FILL.

HORIZONTAL ARRANGEMENT OF DEVICES MAY VARY - REFER
TO THE FLOOR PLANS FOR THE REQUIRED ARRANGEMENTS.

CARD READERS SHOULD GENERALLY BE PLACED ADJACENT TO
THE DOOR HANDLE OF THE ACCESS CONTROLLED DOOR.

REFER TO THE DIVISION 8 HW SCHEDULES AND THE APPROVED
DIVISION 8 SUBMITTALS TO DETERMINE WHETHER EL OR ES
ARE USED AT EACH OPENING.

2. 3.

4. 3/4" C. EACH
DS.

DOOR SWITCH,

CEILING
ACTIVE
LEAF

PASSIVE
LEAF
PROVIDE TWO DEDICATED 20A CKT, 120V HARDWIRED FOR
ACCESS CONTROL SYSTEM POWER.

AKN1
TKN1
AKN2
EKN1
TKN2
TKN3
TKN4
TKN5
TKN6
TKN7
TKN8
TKN9
TKN10
TKN11
TKN12
TKN13
AKN3
AKN4

1.45 2.10

0.42 0.84

2.69 0.39

TYPICAL ACCESS CONTROLLED DOUBLE DOOR
1 CARD READER - TYPE CR
NTS 2

CARD READER - TYPE CN
NTS
3 SINGLE DOOR ELEVATION, DOOR

HARDWARE EXIT ALARM SUPPRESSION

VIEW FROM SECURE SIDE, CEILING ACCESS NTS
4 OPENING, WALL MOUNT CARD READER,

DOOR HARDWARE EXIT ALARM SUPPRESSION

VIEW FROM SECURE SIDE, CEILING ACCESS NTS
5 ACS ELEVATION

VIEW FROM SECURE SIDE, CEILING ACCESS NTS
TYPICAL ACCESS CONTROLLED +44" A.F.F.
+44" A.F.F.

TYP.

TYP. TYP.

TKN2
TKN1
TKN4
TKN3
TKN6
TKN5
AKN2
AKN1
AKN1
TKN3
TKN5 AKN2
TKN6
TKN4
TKN2 TKN1
TKN8
EKN1 TKN7
TKN8TKN9
J1
R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
DETAILS - ELEC.

SECURITY SYS.

ACCESS CONTROL
TY-901
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
292

SHOWN FOR REFERENCE
ONLY.

TKN1
TKN5
TKN3
TKN2
TKN4
TKN6
TKN9
TKN8
TKN7
AKN1
TKN1
TKN5
TKN4
TKN2
TKN3
TKN2
TKN2
TKN2
TKN2
TKN2
TKN2
TKN2
TKN2
1A SIDE VIEW
NTS
2 IP CAMERA PENDANT MOUNT
INTERIOR CEILING/STRUCTURE MOUNTED. NTS
1B TOP VIEW
NTS
1 IP CAMERA WIRING DETAIL
NTS
3 DOME CAMERA DROP CEILING MOUNT TYP.

NTS 5

DOME CAMERA
CEILING MOUNT TYP.
4 NTS
DOME CAMERA WALL MOUNT TYP.

NTS
7 180° CAMERA CEILING MOUNT TYP. 6 NTS
180° CAMERA WALL MOUNT ARM TYP.

NTS 8
360° CAMERA WALL MOUNT ARM TYP.

NTS
9 360° CAMERA CEILING MOUNT TYP.

NTS
10 CAMERA ON POLE
NTS

KEYNOTES
CEILING ASSEMBLY, TYP.

AKN
ARCHITECTURAL. WORK OF DIVISIONS 3-14.

PAINT AS DESCRIBED/REQUIRED IN DIVISION 9
TKN
ELECTRONIC SECURITY SYSTEMS: COMPLY WITH
DIVISION 28.

CATEGORY 6A STATION CABLING BY DIVISION 27.

HOMERUN TO NEAREST TR.

CATEGORY 6A PATCH CORD PROVIDE LENGTH AS
REQUIRED. WHERE CAMERA IS MOUNTED TO BACKBOX,
COIL INSIDE BACKBOX.

PROVIDE EQUAL TO CHIEF MANUFACTURING CMA110, 8"
X 8" STEEL PLATE CEILING PLATE FITTING WITH 1" NPT
PIPE THREAD ADAPTER.
1" NPT PIPE THREADED FOR PENDENT MOUNTING FROM
STRUCTURE ABOVE.
4S TYPE ELECTRICAL BACKBOX WITH INTEGRAL
STRUCTURED CABLING BISCUIT BOX. PROVIDE

EXTERIOR GRADE BOX AT EXTERIOR CONDITIONS AS
REQUIRED BY SECTION 28 05 28 - PATHWAYS FOR

ELECTRONIC SAFETY AND SECURITY

SMALL FORM FACTOR MULTIMEDIA ENCLOSURE

SUITABLE FOR SURFACE MOUNTING WITH INTEGRAL
CATEGORY 6A JACK FOR TERMINATION OF STATION
CABLING.

SURFACE MOUNT IP CAMERA SUPPORTED FROM FLUSH
MOUNTED BACKBOX.

IP SECURITY CAMERA.

PENDANT MOUNT ADAPTER.

AKN1
TKN1
TKN2
TKN3
TKN4
TKN5
TKN6
TKN7
TKN8
TKN9

CATEGORY MEDIA STATION CABLING TO IP CAMERAS TO

TERMINATE AT PERMANENT ENCLOSURE/JACK

ASSEMBLY, AND A PATCH CORD SHALL BE USED TO

MAKE THE CONNECTION FROM THE PERMANENTLY
INSTALLED JACK TO THE CAMERA.

NOTES:
1) CAMERAS AND CONDUIT SHALL BE INDEPENDENTLY SUPPORTED AND SHALL NOT RELY ON CEILING SYSTEM CABLE SUPPORTS, FRAME OR TILES FOR SUPPORT. 2) WHERE CEILING-MOUNTED CAMERAS ARE TO BE INSTALLED ON CEILING TILES, THEY SHALL BE CENTERED ON THE TILE IN BOTH DIRECTIONS.
4" SQUARE BACKBOX

AND BLANK FACEPLATE

CAMERA BACKBOX (PLENUM-RATED)

DROP CEILING TILE
6" TO 12"

ABOVE CEILING
CAMERA
3/4" FLEXIBLE

CONDUIT

THREADED ROD

ANCHORED TO

STRUCTURAL

CEILING

MOUNTING BRACKET

INCLUDED WITH CAMERA

CONDUIT FOR NETWORK

CABLING (WHERE REQUIRED

TO TRANSITION TO OPEN

RUN CABLING)
FLUSH-MOUNTED 4"

SQUARE BACKBOX

CEILING

SECURELY MOUNT TO

JUNCTION BOX PER

SPECIFICATION AND

MANUFACTURER'S
INSTRUCTIONS.

CAMERA

INTERIOR WALL

CONDUIT FOR NETWORK

CABLING (WHERE REQUIRED TO

TRANSITION TO OPEN RUN

CABLING)

WALL MOUNT BRACKET

AND FLANGED TRIM AS

REQUIRED PER
CAMERA
MANUFACTURER. FIELD

VERIFIED FOR
MOUNTING HEIGHT.

MOUNTING BRACKET

INCLUDED WITH CAMERA
NOTE:
1) CAMERA SHALL BE INDEPENDENTLY FASTENED TO THE WALL VIA BACKBOX USING MANUFACTURER RECOMMENDED MOUNTING HARDWARE.

FLUSH-MOUNTED 4"

SQUARE BACKBOX
CAMERA

CONDUIT FOR

NETWORK CABLING
(WHERE REQUIRED

TO TRANSITION TO
OPEN RUN CABLING) FLUSH-MOUNTED 4"

SQUARE BACKBOX

CEILING

SECURELY MOUNT TO

JUNCTION BOX PER

SPECIFICATION AND

MANUFACTURER'S
INSTRUCTIONS.

CAMERA

CEILING BRACKET
NOTE:
1) FOR EXTERIOR CAMERA USE INCLUDED WEATHERPROOF HOUSING.

CONDUIT FOR

NETWORK CABLING
(WHERE REQUIRED

TO TRANSITION TO

OPEN RUN CABLING)

WALL MOUNT ARM WITH ROOM

FOR CONNECTIVITY DEVICES,

MIDSPANS AND SERVICE LOOP

INTERIOR WALL
FLUSH-MOUNTED 4"

SQUARE BACKBOX
CAMERA
NOTE:
1) FOR EXTERIOR CAMERA USE INCLUDED WEATHERPROOF HOUSING.

CEILING
FLUSH-MOUNTED 4"

SQUARE BACKBOX

CONDUIT FOR

NETWORK CABLING
(WHERE REQUIRED

TO TRANSITION TO

OPEN RUN CABLING)

INTERIOR WALL

SECURELY MOUNT TO

JUNCTION BOX PER

SPECIFICATION AND

MANUFACTURER'S
INSTRUCTIONS.

WALL MOUNT ARM
WITH 1.5" NPS
THREAD

PENDANT KIT
CAMERA
CAMERA
ACI CONDUIT ADAPTER 3/4"

U-SHAPE
(EXPOSED CONDUIT APPLIES

AT PARKING GARAGE ONLY)

PAINT EXPOSED CONDUIT

TO MATCH SURFACE FINISH

MOUNTING BRACKET

INCLUDED WITH
CAMERA

CONDUIT FOR NETWORK

CABLING (WHERE

REQUIRED TO TRANSITION

TO OPEN RUN CABLING)
FLUSH-MOUNTED 4"

SQUARE BACKBOX
1" PVC

OR CRS CONDUIT

PROVIDE POLE
MOUNT
ADAPTER.

R
Drawing No.

Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects
Architect of Record Contractor

NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N

DETAILS - VIDEO

SURVEILLANCE

SYSTEMS
TY-902
SKA Project Number: 2020096

ALAMEDA COUNTY

FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612

ALAMEDA COUNTY

GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
293
RESOLUTION NO 52 93

A RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF DUBLIN

A RESOLUTION APPROVING AGREEMENT WITH COUNTY OF ALAMEDA

AND SURPLUS PROPERTY AUTHORITY
WHEREAS the City is party to an agreement with the County of Alameda entitled An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks Tassajara Park and Santa Rita Properties Annexation Agreement and
WHEREAS an agreement to supersede to the Annexation Agreement has been prepared entitled Agreement Between County of Alameda Surplus Property Authority and City of Dublin Regarding Transfer of PropertyTax Revenues Upon Annexation ProvisiOn of Services and Other Matters Revised Agreement a
copy of which is attached
hereto as Attachment 1 and
WHEREAS the Revised Agreement has been executed by the County of Alameda and the Surplus Property Authority and
WHEREAS the City Manager recommends approval of the Revised Agreement and
WHEREAS the Council is familiar with the contents of the Revised Agreement
NOW THEREFORE BE IT RESOLVED that the Mayor is authorized and directed to execute the Revised Agreement
10th May 1993
PASSED APPROVED AND ADOPTED THIS day of
by the following vote
AYES Councilmembers Burton Houston Howard Moffatt Mayor Snyder NOES None
ABSENT None
ABSTAIN None
ATTEST
JWDMNRS 114 RESOL SURPLUSAGA
Attachment 3
294

AGREEMENT BETWEEN COUNTY OF ALAMEDA

SURPLUS PROPERTY AUTHORITY AND CITY OF DUBLIN REGARDING

TRANSFER OF PROPERTY TAX REVENUES UPON ANNEXATION

PROVISION OF SERVICES AND OTHER MATTERS
THIS AGREEMENT dated for identification this day of
1992 is entered into between the CITY OF DUBLIN CITY
a municipal corporation the COUNTY OF ALAMEDA COUNTY a
political subdivision of the State of California and the SURPLUS PROPERTY AUTHORITY AUTHORITY of Alameda County a public corporation

RECITALS
A COUNTY and CITY are parties to an agreement entitled
An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks Tassajara Park and Santa Rita Properties which is dated August 5 1986 hereafter Annexation Agreement
B The Annexation Agreement sets forth certain agreements regarding the annexation of the properties described in that agreement as the Camp Parks property the Tassajara Park property and the Santa Rita property as well as agreement between COUNTY and CITY regarding the transfer of property tax revenues upon annexation of other lands
ll4AgreennexFnl August 25 1992
295
C The properties described herein as the CAMP PARKS

PROPERTY TASSAJARA PARK PROPERTY COUNTY GOVERNMENTAL PROPERTY COUNTY SHERIFF PROPERTY and SANTA RITA PROPERTY were not within the city limits of CITY at the time of execution of the Annexation Agreement but have since been annexed to CITY and are currently within the city limits of CITY
D CITY is in the process of preparing a
general plan
amendment and specific plan for the SANTA RiTAPROPERTY and other properties to the east of SANTA RITA PROPERTY
E AUTHORITY owns approximately 613 acres of property
within the city limits of CITY described herein as the SANTA RTA PROPERTY which AUTHORITY intends to develop in a
proprietary capacity Development of the SANTA RITA PROPERTY will benefit both AUTHORITY COUNTY and CiTY through the provisions of housing jobs public recreational amenities and tax revenues
F AUTHORITY owns approximately 214 acres of property
within the city limits of CITY described as the COUNTY
GOVERNMENTAL PROPERTY which AUTHORITY and COUNTY use and intend to use for governmental purposes The use of the COUNTY
GOVERNMENTAL PROPERTY for such purposes will benefit CITY and its residents through the provision of governmental services ll4Agreennex Fl 2 August 25 1992
296
G AUTHORITY owns approximately 124 acres of property
within the city limits of CITY described as the COUNTY SHERIFF PROPERTY which is used by the Alameda County Sheriff sDepartment for governmental uses
H CITY COUNTY and AUTHORITY desire to provide a
framework for the orderly development of the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY and needed infrastructure for such development the provision of services to the SANTA RITA PROPERTY COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY the sharing of property taxes upon annexation by CITY of lands to the east of CITY scurrent eastern city limits the sharing of property tax revenues from properties within CITY iand other related matters

DEFINITIONS
For purposes of this Agreement the following definitions shall apply
a CAMP PARKS PROPERTY shall mean all property
currently designated as Assessor sParcel Number 946 015 15 regardless of whether all er part of such property is later designated by a different Assessor sParcel Number and described more particularly in Exhibit A attached hereto and incorporated herein
114Agree AnnexFnl 3 August 25 1992
297
b COUNTY GOVERNMENTAL PROPERTY shall mean the
property owned by AUTHORITY consisting of approximately 214 acres east of Arnold Road north of Gleason Drive and west of Tassajara Creek as shown on Exhibit B attached hereto and incorporated herein
c COUNTY SHERIFF PROPERTY shall mean the
property owned by AUTHORITY consistingof approximately 124 acres used operated and or controlled by the Alameda County Sheriff sDepartment which is located generally north of Brcder Ave and east of Arnold Road extending to Barnett Road as shown on Exhibit C attached hereto and incorporated herein COUNTY SHERIFF PROPERTY shall include any portion of the COUNTY GOVERNMENTAL PROPERTY subsequently used operated and or controlled by the Alameda County Sheriff sDepartment
d EASTERN DUBLIN shall mean any and all
property lying within the City of Dublin Eastern Dublin Planning Area located to the east of CITY seasterly city limits as shown in Exhibit D
e GENERAL COMMERCIAL PROPERTY ONE HUNDRED
ACRES shall mean the first 100 acres of property designated as general commercial property by CITY sGeneral Plan and Eastern Dublin Specific Plan to be developed on the SANTA RITA PROPERTY and or in EASTERN DUBLIN for uses other than office uses which property shall be shown on a map to be prepared maintained and updated by CITY until a total of 100 acres have been developed at which time such map shall become a
part of this Agreement
ll4AgreennexFnl 4 August 25 1992
298
f SANTA RITA PROPERTY shall mean the property
owned by AUTHORITY consisting of approximately 613 acres east of Arnold Road south of that portion of Gleason Drive west of Tassajara Creek and west of Tassajara Road currently designated as Assessor sParcel Number 946 015 2Assessor sParcel Number 946 154and a
portion of Assessor sParcel Number 946 015 14
regardless of whether all or part of such property is later designated by a different Assessor sParcel Number and described more particularly in Exhibit E attached hereto an incorporated herein
g
TASSAJARA PARK PROPERTY shall mean all
property currently designated as Assessor sParcel Numbers 946 015 16and 946 015 17regardless of whether all or part o such property is later designated by a different Assessor s Parcel Number and described more particularly in Exhibit F attached hereto and incorporated herein

AGREEMENT
NOW THEREFORE in consideration of the promises and acts described herein the CITY COUNTY and AUTHORITY agree as follows
1 Recitals
The foregoing recitals are true and correct and
are part of this Agreement
ll4Agree Annex Fnl 5 August 25 1992
299
2 ProDertV Tax Transfer UDOn Future Annexations
Upon annexation to CITY of any property within
EASTERN DUBLIN CiTY and COUNTY agree that CITY will receive 254of the full one percent ad valorem property tax and or possessory interest tax from such property and shall retain all other revenues derived from or attributable to EASTERN DUBLIN normally received by a city on account of property within its city limits This Agreement is made pursuant to the provisions of Revenue and Taxation Code section 99and shall constitute the agreement for exchange of property tax revenues required by Revenue and Taxation Code 5 99b6
Both parties agree to
adopt resolutions accepting this exchange of tax revenues if required by the executive officer of the Local Agency Formation Conunission at the time of an application for annexation 3 Property Tax Transfer following Annexation of
Designated Properties
a CITY shall continue to receive 254of the
full one percent ad valorem property tax and orpossessory interest tax from the TASSAJARA PARK PROPERTY and the CAMP PARKS PROPERTY whether such properties or any part of either such properties are held by public or private entities
b CITY shall receive the following percentage
of the full one percent ad valorem property tax and or possesscry interest tax from the portions of the SANTA RiTA PROPERTY the COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY within the following tax rate areas or any new tax rate areas ll4Agreennex Fl 6 August 25 1992
300
designated that encompass thesame property and COUNTY shall receive the following percentage of such ad valorem property tax and or possessory interest tax
Tax Rate Area City County
26012 38565216 31
26013 29130376 31
26021 22871071 31
COUNTY shall receive this percentage of the tax following detachment of the property from the Live more Area Recreation and Park District LARPD
c The provisions of sUbsection b of this
section shall apply regardless Of the ownership of the property included in tax rate areas 26012 26013 and 26021 or any successor tax rate areas
d The provisions of this section are entered
into pursuant to Revenue and Taxation Code sections 994b e Prior to the effective date of this
Agreement CITY shall apply to LAFCO for detachment of the property included in tax rate areas 26012 and 26013 from LPD 4 Tax Revenues from SANTA RITA PROPERTY COUNTY
SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY
a
Except as provided in subsection b below
CITY will receive all revenues derived from or attributable to the SANTA RITA PROPERTY COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY normally received by a city on account of property within its city limits including the amount of ad AgreeAnnex 7 August 25 1992
301
valorem property tax and or possessory interest tax specified in subsection 3b above
b 1 The total amount of property tax
revenues CITY will receive in any fiscal year from the SANTA RiTA PROPERTY COUNTY SHERIFF PROPERTY and COUNTY
GOVERNMENTAL PROPERTY shall be reduced by an amount equal to the sum of 1 thirty five percent 35 of the sales and
use tax revenues received by CITY during the preceding sales tax four quarter period ending with the June State Board cf Equalization balance payment hereafter four quarter
period from businesses located on the GENERAL COMMERCIAL PROPERTY ONE HUNDRED ACRES and 2 thirty fivepercent
35 of the sales and use tax revenues received by CITY
during the preceding four quarter period from businesses located on the SANTA RITA PROPERTY which is not zoned
general commercial in CITY szoning ordinance This
amount shall be referred tohereafter as the Property Tax Reduction
2 In the event that the property tax
revenues allocated to CITY from the SANTA RITA PROPERTY COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in any fiscal year are less than an amount equal to the
Property Tax Reduction the difference between the amount of such property tax revenues and the Property Tax Reduction shall be carried forward to succeeding fiscal years and shall be a reduction in property tax revenues allocated to ll4AgreenmexFnl 8 August 25 1992
302
CITY from the SANTA RITA PROPERTY COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in future years until the difference is reduced to zero The following example is
Year 1
Year 2
Year 3
provided for illustrative purposes
city sProperty Amount of ount
35 of Tax from Reduction to Carried
Sales Tax Three ProOerties Prooertv Tax Forward
200 0 100 0 100 0 0000
200 0 150 00 150 00 S0000
250 00q 800 0q 400 0q 0
650 00 10500 650 00 i50 000
3 CITY shall no later than September 30
of each year notify COUNTY sAuditor Controller of the
amount of the Property Tax Reduction for the preceding four quarter period For purposes of this Agreement the amount of sales and use tax received by CITY during the preceding four quarter period shall be calculated as of the date of the June State Board of Equalization payment to the CITY This amount shall not include the advance for the month following the fourth sales tax quarter included in the June payment Upon reasonable notice COUNTY shall have the
right to audit CITY ssales tax records to verify the
accuracy of the amount reported
4 COUNTY shall provide CITY with an annual
statement in the form of attached hereto as Exhibit G
114AgreennexFnl August 25 1992
303
showing the reduction of property taxes pursuant to this subparagraph b
5 Upon reasonable notice CITY shall have
the right to audit COUNTY s
property tax records to verify
the accuracy of the amount of the reduction to CiTY s
property tax revenues pursuant to this section
6 In no event shall property tax revenues
allocated to CITY from any areas other than SANTA RITA
PROPERTY COUNTY SHERIFF PROPERTY and COTYGOVERNMENTAL
PROPERTY be reduced by virtue of the provision of this
paragraph
7 In no event shall the reduction to the
CITY sproperty tax revenues provided for in this section be used to reduce the CITY s base for calculating its
allocation of property taxes pursuant to Revenue and
Taxation Code section 97 nor shall it affect the CITY s property apportionment tax factor calculated pursuant to Revenue and Taxation Code section 975or its share of the annual tax increment or supplemental assessments
8 CITY and COUNTY agree that the reduction
in property tax revenues provided for in subsection bi
above shall not be deemed proceeds of taxes by CITY but shall be considered proceeds of taxes by COUNTY for
purposes of Article XIIIB of the California Constitution 9 As used herein sales and use tax
revenues shall mean the one percent 1sales and use tax
revenues currently received by CITY pursuant to the Bradley Burns Uniform Local Sales an Use Tax Law Revenue and
ll4Agreennex Fl 10 August 25 i992 304
Taxation Code section 7200 et sea and CITY sUniform Local Sales and Use Tax Ordinance Dublin Municipal Code Chapter 304
c In the event that the State changes the
current basis for allocation of sales and use tax from an allocation according to situs to some other allocation basis then CITY and COUNTY shall renegotiate the provisions of subsection b of this Agreement with respect to sharing of sales and use taxes in renegotiating the provisions of subsection b the parties shall attempt to preserve the relationship between the total amount of the sales and use tax generated from the properties the percentage of such tax received by the COUNTY and the percentage retained by CITY
d Notwithstanding the provisionsOf subsection
b above COUNTY agrees that should any automobile franchise whether currently located within CITY s
existing city limits or
hereafter located within CITY sexisting city limits except for automobile franchises located on the SANTA RITA PROPERTY relocate to the SANTA RITA PROPERTY within twelve 12 months from the date the automobile franchise ceased operating in the City all sales taxes attributable to such automobile franchise shall be allocated to CITY In such event the property on which such automobile franchise is located shall be excluded from the definition of GENERAL CO34ERCIAL PROPERTY ONE HUNDRED ACRES even if it would otherwise come within that definition
As used herein automobile franchise shall
mean any business engaged in the sale of new automobile and or trucks whether or not operating pursuant to franchise agreement ll4AgreennexFnl 11 August 25 1992
305
5 Services to be Provided COUNTY SHERIFF PROPERTY
a
Except as provided in subsection b belc
and except for services provided by franchise such as garbage electricity gas and cable television COUNTY shall provide all municipal services to the COUNTY SHERIFF PROPERTY including police services
b CITY shall provide fire suppression services
to the COTYSHERIFF PROPERTY and COUNTY shall reimburse CITY all as provided in paragraph A of the Letter of Agreement between CiTY and COUNTY dated March 11 1991 a
copy of which is
attached hereto and incorporated herein as Exhibit H
6 Services to be Provided COUNTY GOVERN ENTAL

PROPERTY
a CiTY shall provide all municipal services cf
the type normally provided by CITY to COUNTY GOVERNMENTAL

PROPERTY
b In the event that COUNTY or AUTHORITY
requests services for COUNTY GOVERNMENT PROPERTY at a level in excess of municipal services normally provided by CITY COUNTY and AUTHORITY agree that CITY may impose fees charges
assessments or other similar mechanisms to recover the cost cf such increased services
c As used in this Section and in Section 7
municipal services of the type normally provided by CITY shall mean all services on the date of this Agreement provided by CZTY from funds other than revenues derived from assessments levied on property
ll4AreennexFnl 12 August 25 992 306
7 Services to be Provided SANTA RITA PROPERTY
a CITY shall provide all municipal services of
the type normally provided by CITY to the SANTA RITA PROPERTY b In the event that COUNTY or AUTHORITY
requests services for SANTA RITA PROPERTY at a level in excess of municipal services normally provided by CITY COUNTY and AUTHORITY agree that CITY may impose fees chargeS assessments or other similar mechanisms to recover the cost of such increased services
c COUNTY and AUTHORITY agree that the SANTA
RITA PROPERTY will be responsible for any assessments fees charges or special taxes such as those imposed pursuant to the Landscape and Lighting Act of 1972 Streets and Highways Co e sections 22500 et se or the Mello Roos Community Facilities Act Government Code sections 53311 et sea for services
provided to all property of a like or Similar land use city wide
8 Land Use ADDrOVals SANTA RITA PROPERTY
Notwithstanding any rights and powers which it may
possess as a California county COUNTY and AUTHORITY agree as follows with respect to the SANTA RITA PROPERTY
a
Any development or use of the property shall
comply with all CITY rules regulations resoolUtions ordinances or other enactments relating to land use including but not limited to CITY s
general plan any applicable specific plan
Municipal Code Zoning Ordinance Building Code Electrical Code Mechanical Code and Housing Code
llAgreenexFnl 13 August 25 1992
307
b CITY COUNTY and or AUTHORITY may but need
not enter into a
development agreement of the sort authorized by
Government Code sections 65864 et sec prior to any development of the property
9 Land Use Approvals COUNTY GOVERNMENTAL PROPERTY
and COUNTY SHERIFF PROPERTY
Notwithstanding any rights and powers which it may
possess as a California county COUNTY and AUTHORITY agree as fellows with respect to the COL TYGOVERnmENTAL PROPERTY and the

COUNTY SHERIFF PROPERTY
a
Except as set forth in subsection d below
any COUNTY governmental uses proposed for either property shall be reviewed by CITY Planning Commission for conformity with CITY s
general plan in accordance with Government Code section 65402 and shall be subject to site development review in accordance with CITY szoning ordinance COUNTY shall be the lead agency for purposes of CEQA review CITY and COUNTY will share the costs associated with processing site development review equally
b
Any governmental uses proposed for either
property other than COO TYgovernmental uses shall be processed in accordance with CITY srules regu ations resolutions
ordinances or other enactments relating to land use including but not limited to CiTY sgeneral plan any applicable specific plan Municipal Code Zoning ordinance Building code Electrical Code Mechanical Code and Housing Code COUNTY and orAUTHORITY will assure that governmental uses of the property by any governmental entity other than COUNTY are subject to CITY s land ll4Agreennex Fl 14 August 25 1992 308
use rules regulations resolutions ordinance or other
enactments by inclusion of a condition to that effect in any deed to or lease of such property or other similar mechanism c If the land use designation of any portion of
either property is proposed to be changed or subsequently changed to allow non governmental uses of the property the provision of section 8 of this Agreement shall be applicable to such property In such event CITY will provide municipal services of the type normally provided by CITY to sucli roperty as provided in section 7 and CITY will receive tax revenues derived from or attributable to such property as provided in section 3b and section 4
d No site development review shall be required
for any uses of the COUNTY SHERIFF PROPERTY by the Sheriff s Department as long as the use is within the perimeter of the existing County Jail property or other existing Sheriff Department facilities such as the existing training facility e CITY agrees to process any review pursuant to
Government Code section 65402 and site development review required by subsection a as expeditiously as possible
10 COUNTY Ownership of any oortion of CAMP PARKS

PROPERTY
Notwithstanding any rights and powers which it may
possess as a California county COUNTY and AUTHORITY agree that in the event that COUNTY or AUTHORITY acquires any interest in the CAMP PARKS PROPERTY
ll4AgreennexFnl 15 August 25 1992
309
a The provisions of section 8 and section 9
depending on the use shall govern the land uses of such property
b CiTY shall continue to receive 254of the
full one percent ad valorem and orpossessory interest tax as provided in Section 3aand
c CITY shall provide services to such property
pursuant to Section 6 if the use is agovernmental use or Section 7 ifthe use isnon governmental
11 Future Infrastructure for SANTA RITA PROPERTY and

COUNTY GOVERNMENTAL PROPERTY
a CITY COUNTY and AUTHORITY agree in concept
that infrastructure should be constructed as necessitated by development and to accommodate reasonably projected development and that costs of such infrastructure shall be borne by properties benefiting therefrom in proportion to the benefit received
b Notwithstanding any rights and powers which
it may possess as a California county and in addition to the provisions of Section 7c
COUNTY and AUTHORITY agree that SANTA
RITA PROPERTY will be subject to assessments fees exactions and or special taxes for public improvements such as but not limited to streets roads freeway improvements schools
libraries parks police stations and fire stations including fire equipment and apparatus which benefit SANTA RTAPROPERTY to the extent of such benefit
c CITY agrees that any assessments fees
exactions and orspecial taxes will be imposed or levied in a ll4Agreennex Fl 16 August 25 1992 310
manner consistent with the manner of imposing similar
assessments fees exactions and or special taxes in EASTERN DUBLIN
d CITY agrees that itwill provide the same
level of maintenance to the infrastructure as it provides to other similar infrastructure elsewhere in CITY
2 Reimbursement for Oversizing Infrastructure
In the event that COUNTY and or AUTHORITY are
required te install improvements containing supplemental size capacity number or length for the benefit of property other than the SANTA RITA PROPERTY CITY agrees that it will enter into an agreement with COUNTY and orAUTHORITY forreimbursement for such supplemental improvements in accordance with and subject to Dublin Municipal Code section 91610 and Government Code sections 66485 et seq
13 Dedication of Easements and Right of Way
AUTHORITY agrees to dedicate to CITY or other
appropriate agencies or entities such portions of SANTA RITA PROPERTY located within the ultimate right of way of Gleason Drive Dublin Boulevard and Hacienda Drive as are necessary for utility easements or right of wayfor installation of utilities such as water sanitary sewer communications gas electric storm sewer and cable television Such dedication shall occur when the SANTA RITA PROPERTY is developed or in advance of such development if needed for development of properties in EASTERN DUBLIN
114 AgreeAnnexFnl August 25 1992
311
AUTHORITY agrees to negotiate in good faith with
CITY to dedicate any other easements necessary for development of the SANTA RITA PROPERTY and or properties in EASTERN DUBLIN 14 Miscellaneous Provisions
a CiTY and COUNTY agree to work together to
assure to the extent legally possible that appropriate
mitigation measures are required for any development in southern Contra Costa County that adversely affects traffic circulation in EASTEt DUBLIN and SANTA RITA PROPERTY
b CITY and COUNTY agree that it is in the
interests of both parties to provide adequate sewerage capacity for development of the SANTA RITA PROPERTY and properties in EASTERN DUBLIN and to that end agree to work cooperativety toward that goal
c in the event COUNTY wishes to expand its
existing water storage facility located on Tassajara Hill for exclusive use of the Santa Rite Jail COUNTY shall submit such proposed plans to CITY for review pursuant to Government Code section 65402 in the event that the purpose of expanding such facility is for future use in addition to uses needed by the Santa Rita Jail and other COUNTY governmental uses COUNTY shall process a conditional use permit through CiTY
d CITY agrees to process an application for
planned development rezoning and a development agreement simultaneously with the general plan amendment and specific plan currently being processed provided such processing is at COUNTY ssole expense and provided further that it is
understood and agreed that any such rezoning would be conditional ll4AgreennexFnl 18 August 25 1992 312
pending completion of the general plan amendment and specific plan process
e CITY and COUNTY agree that there shall be no
adjustment to either party sappropriations limit by virtue of this Agreement
f CITY agrees that it will not include the
SANTA RITA PROPERTY within a
redevelopment project area without
the consent of COUNTY
15 Aqreement to Become Effective UDon Council Action
a This Agreement shall not become effective
unless and until the CITY acting through its City Council adopts ageneral plan and specific plan for the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY which designates land use for such properties of not less than 85 by squarefootage or by number of units of the land uses shown on Exhibit I
attached
hereto and incorporated herein CITY shall notify COUNTY and AUTHORITY of the effective date of the general plan amendment which shall be the date of this Agreement
b Notwithstanding subsection a above this
Agreement once effective shall not become ineffective if upon application by COUNTY AUTHORITY or their successors CITY changes the land uses for the properties to different intensity of development than that shown on Exhibit I
c Notwithstanding subsection a above once
this Agreement becomes effective CITY later reduces the density of land uses by more than 15 by square footage or number of units below that shown on Exhibit I
the provisions of Section
ll4Agreennex pl9 19 April 30 1993
313
20bregarding breach shall be applicable unless such reduction is agreed to by COUNTY
d Once effective and except as provided in
subsection e below this Agreement shall supersede the
Annexation Agreement which shall thereafter be of no force or effect
e The Letter of Agreement dated March 1t 1991
Exhibit H shall remain in effect with respect to the provision of fire suppression services to COUNTY SHERIFF PROPERTY 16 Additional Documents andAreements
The parties agree to cooperate in the execution of
any additional documents or agreements which may be required to carry out the terms of this Agreement
17 Successors
This Agreement shall bind and inure to the benefit
of all successors and assigns of the parties and any associates in interest and their respective directors officers agents servants and employees and the successors and assigns of each of them separately and collectively and all its provisions including paragraph 8 shall specifically bind and inure to the benefit of any subsequent owners of the SANTA RITA PROPERTY 18 Construction ofAreement
This Agreement shall be construed and enforced
pursuant to the laws of the State of California
ll4AgreennexFnl 20 August 25 1992 314
19 Time of the Essence
In entering into this Agreement the parties
recognize and agree that time is of the essence
20 Breach
a If CITY COUNTY or AUTHORITY breach any
provision of this Agreement the non breaching party may bring an action for specific performance declaratory relief writ of mandate or other appropriate action at law or equity and may recover damages including interest at the legal rate specified in Code of Civil Procedures section 685 010 from the time of breach sustained as result of such breach Damages shall be recoverable only for tax revenues found to be due to the non breaching party The prevailing party shall be entitled t recover its attorneys fees and costs from the breaching party b In the event that CITY breaches Section 15c
of this Agreement the provisions of section 2 hereof shall be of no force or effect from the date of such breach forward but such breach shall not affect the allocation of property taxes and or possessory interest taxes to CITY from property already annexed to CITY In addition the provisions of Section 8 hereof shall be of no force or effect and COUNTY and or SURPLUS PROPERTY AUTHORITY shall be free to develop the SANTA RITA PROPERTY without compliance with CITY sland use regulations
c If COUNTY fails to remit any tax revenues due
to CITY in a
timely manner COUNTY shall pay CITY interest at the
legal rate specified in Code of Civil Procedure section 685 010 until such tax revenues are paid
ll4Agreennex Fl 21 August 25 1992
315
21 Notices
Whenever notice is required hereunder it shall be
given to the parties as follows
To City of DUBLIN
City Manager
City of Dublin
100 Civic Plaza
Post Office Box 2340
Dublin CA 94568
To COUNTY of Alameda
County Administrator
County of Alameda
1221 Oak Street Room 555
Oakland CA 94612
To SURPLUS PROPERTY AUTHORITY
County Administrator
County of Alameda
1221 Oak Street Room 555
Oakland CA 94612
22 Warranty of Legal Authority
Each party warrants and covenants that it has the
present legal authority to enter into this Agreement and to do the acts required of it hereunder If any party is found to lack the authority to do the acts required of it hereunder or is prevented from performing the acts by a court of competent jurisdiction this Agreement shall be void
23 Entire Aareement
This document embodies the entire terms and
conditions of the Agreement described herein This Agreement may be executed in three 3 counterparts each of which shall constitute an original
ll4AgreennexFni 22 August 25 992
316
24 in section 15 herebf
Dated
Approved as to
fec tive Date
Agreement shall become effective as provided

CITY OF DUBLIN
Mayor
City Attorney
Dated
1993
LqTY OF ALAMEDA
Approved as to form
CoU uSel
I

SURPLUS PROPERTY AUTHORITY
I hereby certify unler penalty of perjury that the
Board of Supervisors wasdul authorizea to execute ths document on behalf he County of Alameda by rffejorlty vote of the Board on Code Bectio 2103
Da ed MAY 041 93 ILLiAM MEHRWEIN Clerk Board of Supervisors I W

COUNTY OF ALAMEDA
SURPLUS PROPERTY iAUTHORITY
County of Alameda Statesof California
B
y
2 epul y
317
Exhibit A
Exhibit B
Exhibit C
Exhibit D
Exhibit E
Exhibit F
Exhibit G
Exhibit H
Exhibit I

LIST OF EXHIBITS
Legal Description CAMP PARKS PROPERTY
Legal Description COUNTY GOVERNMENT

PROPERTY
Legal Description COUNTY SHERIFF

PROPERTY
Legal Description EASTERN DUBLIN
Legal Description SANTA RITA PROPERTY
Legal Description TASSAJARA PARK

PROPERTY
Annual Statement of Property Tax
Reductions for Year Ending June 30 19xx
Letter of agreement between CITY and
COUNTY dated March 11 1991
Proposed Eastern Dublin General Plan
Amendment And Specific Plan Land Use
Summary by General Plan Use Designation
For Santa Rita Property
318
CAMP
i
26008
F
Qo
D
70TAL AREA
in conira costa 9 6I
in
to
alcmeda
freeway
2720 0
655
27 I
lpqSs4cf
500
55002
A
319

COUNTY GOVFRNMFNTAI

PROPFRTY
cll
i
F i
i72
F
al
l
r
i
l
J
320
PjOPFRTY
Eav
321
Z
322
J
I
X
J
V
i
i
i
I
L i
tii
tt
i
n i
T
i
i
L
z
i
i
c L
J
7 I
154
613 8
AC
rd
4615
323

TASSAJAPA
Scale l000
C
3 o

ZOTAL AREA
in contra costo 9 6
in clcmedc 2720 0
2713 471
US4
Esfate
PARK
of E A Dougherfy ske
pROPER m
Pg Tsi
Rencho San Ramon JMAmedor PaLBkPA71
Amended Mop of the Town of Doughertyl
45ZJJ
A4
55002
0 CZ
m m VUIDI
324

CITY OF DUBLIN

ANNUAL STATEMENT OF PROPERTY

TAX REDUCTIONS FOR
YEAR ENDING JUNE 30 19xx

PROPERTY TAX REVENUES

TAX ROLL SANTA RITA PROPERTY

COUNTY SHERIFF AND

GOVERNMENTAL PROPERTY
Current Secured
Current Unsecured
Supplemental Assessment
Prior Secured
Prior Unsecured
Prior Supplemental Assmr
50000
5000
6000
4000
1000
1000
S25 0C3
2000
1000
1000
1000
TOTAL 67000
VHITXL
iES 5iSiESX

REVENUE

C R R YI RW RD
NOTE Tar Revenue reduced 100 0and 100 0
S33 000
57 rl
l
200 0
carry forward to subsequent ear reduction

ANNUS IVFUM
FXHIRIT C325

CITY OF DUBLIN
RO Box 2340 Oubhn Cah ornea 94568 CAty Oilices
i
100 Civic Plaza Oubhn Cai fcrnta 94568
March 11 1991
Mary King President
Board of Supervisors
Alameda County
1221 Oak Street Room 536
Oakland CA 94612
RE Letter of Agreement regarding Annexation Agreement
Provision of Fire Services
Honorable President King and Members of the Board
The City of Dublin and the County of Alameda are parties to an agreement entitled An Agreement Between the County of Alameda and the City of Dublin regarding Camp Parks Tassajara Park and Santa Rita Properties which was signed by the City and County in 1986 and is commonly referred to as the Annexation Agreement Paragraph 5cof the Annexation Agreement provides that the County will remit to the City an amount equal to the City scosts for providing services to the Santa Rita property described in Exhibit C to the Annexation Agreement as such costs are determined pursuant to the formulae set forth in Exhibit F to the Annexation Agreement Paragraph 5fof the Annexation Agreement then provides that if the cost of services will exceed 50 of the revenue attributable to the Santa Rita property the City and the County shall reach agreement regarding the funding of the services which exceed 50 of the revenues
The purpose of this letter is to set forth our agreement pursuant to the provisions of paragraph 5fof the Annexation Agreement regarding the County sobligation to reimburse the City for the cost of providing fire services to the Santa Rita property In particular this letter of agreement relates only to the method of reimbursement for the provision of fire services to the County sSanta Rita Jail the new Santa Rita Jail and other public facilities located on the Santa Rita property as described in the AnneXation Agreement This letter of agreement does not alter the existing method of calculating the cost of reimbursement to the City for fire services as set forth in the Illustrative Worksheet for Calculating Fire Service Costs which is part of Exhibit F to the Annexation Agreement for non public buildings and structures which may beconstructed on the Santa Rita property in the future Acqr nsUat on415 833 6650 Cty Council 415 833 6605 Fnance 415 833 6640 Bj tong Inspection 415 833 6620 Code Enforceme l415 833 6620 Ergeer ng415 833 6630 Plann ng415 833 6610 326
y
this letter of agreement nne
A City scosts for Dviding fire services asII efined in Exhibit to the Santa Rita Jail facility commencing ly 989 shall be not less than 55200 per Fiscal Year commencing with the Fiscal Yea beginning July 989 provided that should the number of calls to the Santa Rita Jail exceed 22 calls in any Fiscal Year beginning with Fiscal Year 1990 9
the City scosts for providing
fire services for that year and subsequent years shall be 55200 plus the actual costs per call in excess of 22 calls calculated as shown on Exhibit 2 hereto
Cihy scosts for providing fire services on the remainder of the Santa Rita property as described in Exhibit C to the Annexation Agreement and more particularly shown on Exhibit 3 hereto shall be the actual cost per call per Fiscal Year and calculated as shown in Exhibit 2 This method of calculating the City scosts for fire services on the remainder of the Santa Rita property shall not be applicable upon completion of construction of and assignment of an assessed valuation to any non public building on the Santa Rita property The cost of fire services for non public building shall be calculated as set forth in Exhibit F to the Annexation Agreement
The City through the Dougherty Regional Fire Authority will commence providing fire services to the remainder of the Santa Rita property on January 1 199
As used above actual cost shall mean the average cost per call for each Fiscal Year of the Dougherty Regional Fire Authority a joint powers agency through which City provides fire services its successor in interest or the City of Dublin if it directly provides fire services Actual Cost shall be calculated in the manner set forth in Exhibit 2 which is attached hereto and incorporated herein
City scosts for providing fire services as set forth above in paragraphs A B determine the amount County will remit to City pursuant to paragraph 5c of the Annexation Agreement
In accordance with the Annexation Agreement City shall invoice County quarterly for fire services County will pay 25 percent of the base contract cost 55200 for each of the first three quarters of the Fiscal Year City will invoice County for the fourth quarter for the balance owed the City as calculated in accordance with Exhibit 2 County shall pay City within 30 days of receiving an invoice
Approved as to Form
ELIZABETH SILVER City Attorney
Attest
Approved

KELVIN H
as
BOOTY
Flrmto
CY
JR
Q
County Counsel
By
Attest j 327
FiRE SERVICES
The following definition el Flre Services is for use In the proposed Alameda Coun cy Agreement
FIre Services For le purpose of this conract Fire Services or Fire Suppression Services shall be defined as Fire Authority response to tle following types oF Incidents
1 Any ype oF fire
2 Ilazardous HaLerlals incidents
3 Fresmoke or wter flow alarms
4 Vehicle acc dent s
5 Extr cat ons
6 Bscues
7 Medical aids
8 Smoke odor investigations
9 Arctrig electric elwres and equipment
10 Gas leaks
ll Hazardous condftions
Fre Prevention nspect on act vtBsat the Santa Rite Jail are lo ncluded the above
328
CiTY OF DUBLIN
FiRE SERVICE COST MORKSHEET FOR SANTA RITA 3AiL

AND SANTA RITA PUBLIC PROPERTY
A Fiscal Year
B Annual Fire Authority Operating Costs
C Total Calls Ftscal Year
D Cost per Call BC
E Calls to Santa Rt aJail
F Excess Calls E 22 if less than O enter O
G Excess Call Costs D x F
H Calls on Santa Rlta Property excludlng Santa Rita 3all I Cost of Calls on Santa Rtta Property g x H
O Base Year Agreement
K Cost of Providing Fire Service to County Propgrty G I O 5520D
5687c EXHIBIT 2
329
r
330

PROPOSED

EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIPIC PLAN

LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION

FOR SANTA RITA PROPERTY
Land Use Designation Santa Rita Property
COMMERCIYt
General
Neighborhood
Campus Office
Hotel
Industrial Park
Public Semi

SUBTOTAL
Gross Acres
103 0
180
135 8
50 534
0 315 2
Units
1217 msf
235 msf
2924 msf
120 msf
651 msf
000 msf
5147 msf

RESIDENTIAL
High
Med High
Medium
Low
Rural

SUBTOTAL
36 395
642
672
0 207
1271 5dU
790 du
642 du
269 du
0 du
2972 du

PARES AND OPEN SPACE
City Park
Community Park
Neighborhood Park
Neighborhood Sq
Open Space

SUBTOTAL

SCHOOLS
Elementary
Jr High
High

SUBTOTAL
563
0 0
0 246
809
105
0 0
105
park
parks
parks
parks
Ipark
I school
0 schools
0 schools
I school
TOTAL LAND AREA 613 8
114 agreeannex r Page 29 of 28 Ju 15 1992
331

PROPOSED

EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIFIC PLAN

LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION

FOR SANTA RITA PROPERTY
Land Use Designation Santa Rita ProDertV

COMMERCIAL
General
Neighborhood
Campus Office
Hotel
Industrial
P
Park
blic Semi Public

SUBTOTAL
Gross Acres
103 0
180
135 8
50 534
0 315 2
Units
1217 msf
235 msf
2924 msf
120 msf
651 msf
000 msf
5147 msf

RESIDENTIAL
High
Med High
Medium
Low
Rural

SUBTOTAL
36 395
642
672
0 207
1271 5dU
790 dU
642 du
269 du
0 du
2972 du

PARKS AND OPEN SPACE
City Park
Community Park
Neighborhood Park
Neighborhood Sq
Open Space

SUBTOTAL

SCHOOLS
Elementary
Jr High
High

SUBTOTAL
563
0 0
0 246
809
105
0 0
105
i park
0 parks
0 parks
0 parks
1 park
i school
0 schools
0 schools
1 school
TOTAL LAND AREA 613 8 EwIBIT I
ll4AgreennexFnl 2 August 25 1992
332

STAFF REPORT

CITY COUNCIL

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