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
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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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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
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M
N
21 20 19 18 17
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P
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J
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M
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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
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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
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M
N
21 20 19 18 17
R
Q
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J
K
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M
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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
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M
N
21 20 19 18 17
R
Q
P
O
J
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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
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O
J
K
L
M
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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
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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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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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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
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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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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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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
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H
G
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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
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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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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
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M
N
21 20 19 18 17
R
Q
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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
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N
21 20 19 18 17
R
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J
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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
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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
P
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E
D
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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
Engineer of Record Contractor
CLIENT
Project
H
G
F
E
D
C
B
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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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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
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
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pragmatic PROFESSIONAL
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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
M 39690
REG I STERED PROF E SS I ONA L
ENG I NEE
C
R
ARLO B I SCOCHO
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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 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
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 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
M 39690
REG I STERED PROF E SS I ONA L
ENG I NEE
C
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ARLO B I SCOCHO
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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 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
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
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
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
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
REG I STERED PROF E SS I ONA L
ENG I NEE
C
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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 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
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21 20 19 18 17
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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
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M
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21 20 19 18 17
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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
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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
H
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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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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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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
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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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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
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21 20 19 18 17
R
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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
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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
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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.
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TKN6
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TKN8
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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.
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Drawing No.
Drawing Title
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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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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
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TKN4
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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
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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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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
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TKN5
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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
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AKN2
AKN1
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EKN1 TKN7
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Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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P
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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
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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
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AKN1
TKN1
TKN5
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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
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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.
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Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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P
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D
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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
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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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21 20 19 18 17
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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