REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 101
RETNE T ON OD
PICNIC
TABLE
ELECTRIC
ROOM
P.B.
PROVIDE FLUSH SECONDARY ELECTRIC PULL
BOX SIZED PER PG&E REQUIREMENTS
(COORDINATE).
EQUIPOTENTIAL BONDING RING PROVIDE #8 SOLID
BARE COPPER WIRE 36" FROM INSIDE EDGE OF POOL,
SECURED WITHIN OR BELOW DECK SURFACE 4-6"
BELOW GRADE. EXTEND TO ALL BONDED PARTS PER
CEC ARTICLE 680.26. REFER TO AQUATICS DRAWINGS
FOR ADDITIONAL BONDING REQUIREMENTS.
10' LONG X 3/4" DIA. COPPERWELD GROUND
RODS INSTALLED IN A GROUND WELL.
INSTALL TOP OF GROUND ROD 6" BELOW
FINISHED GRADE MAKE CONDUCTOR
CONNECTIONS WITH
EXOTHERMIC WELDS. TYPICAL.
NEW PAD MOUNTED UTILITY
TRANSFORMER,COORDINATE FINAL
PLACEMENT IN FIELD WITH PG&E, AVOID
EXISTING TREES AND SUBTERRANEAN
UTILITIES
UNDERGROUND SECONDARY
ELECTRIC SERVICE LATERAL
SEE ONE-LINE RISER DIAGRAM
TYPICAL PROTECTIVE BOLLARD.
N.I.C.
N.I.C.
N.I.C.
POOL
POOL
AQUATICS
CENTER
NEW SWITCHBOARD 'MSB'
BUSED PULL SECTION
(SEE ONE LINE DIAGRAM).
NEW UNDERGROUND PRIMARY
ELECTRIC SERVICE. FINAL
TERMINATION LOCATION TBD
(COORDINATE WITH PG&E).
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SITE PLAN -
POWER
E101
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1" = 20'-0" 1
SITE PLAN - POWER
1. PRIOR TO COMMENCING ANY UNDERGROUND
EXCAVATIONS CONTACT "CALL BEFORE YOU
DIG" DIAL 811
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 102
RETNE T ON OD
PICNIC
TABLE
ZY1
ZY1
EM
ZY2
ZY1
EM
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1 ZS1 ZS1 ZS1
ZS1 ZS1 ZS1 ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZG1 ZG1
ZG1
EM
EM EM EM EM
EM EM EM EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
ZR1 ZR1
ZR1
ZR1 ZR1
ZR1
ZR1
ZR1
ZR1
ZR1
ZR1
ZR1
ZR1
EM EM EM EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SITE PLAN -
LIGHTING
E102
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1" = 20'-0" 1
SITE PLAN - LIGHTING
1 POSSIBLE LIGHTING FOR SIGNAGE IN THIS LOCATION. TO BE COORDINATED LATER WITH ARCHITECT.
1 2
2 2
2 2
2 REFER TO SHEETS E301 AND E305 FOR ADDITIONAL BUILDING MOUNTED SITE LIGHTING.
1. PRIOR TO COMMENCING ANY UNDERGROUND
EXCAVATIONS CONTACT "CALL BEFORE YOU
DIG" DIAL 811
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 103
J
M
M
M
J
1 2 3 4 5 6 7 8
A
B
C
D
E
BPS
MCB/
CT
MDP
PL
HVAC
ELECTRICAL/ TELECOM
116
POOL OFFICE
102
LOBBY
101
RECYCLING
117
TRASH / ORGANICS
118
FIRE RISER
119
LIFE GUARD
105
POOL MECH.
113
PARTY ROOM
111
CHLOR
115
FIRST AID
104
JUICE BAR
103
MEN'S LOCKER
107
WOMEN'S LOCKER
106
ACID
114
MECH VESTIBULE
112
FAMILY RM
110
FAMILY RM
109
JANITOR
108
SP
E201
2 G, C
G, C
G, C
Ref, B.C.
G, C
G
G
G G
G
G, C
G, C Ref, B.C. G
G
WC WC
G G
T-SBL
PLV
INV
21 17
L
SBL
R HLV
2 FC
T
G
G
2.1 3.1 3.9 5.9
V
V
V
100A
60A
60A
T
T
G, WP G, WP
G, WP
G, WP
G
1 EF
7 D
T-SBL
PLV
INV
MDP
MCB /
CT CAB BPS
R
SBL
L
LCP
FACP HLV
1 2
D 3L6-30R
ELECTRICAL/ TELECOM
116
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FLOOR PLAN -
LEVEL 1
E201
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 POWER
1/4" = 1'-0" 2
Electric Room Part Plan
4" HIGH CONCRETE HOUSEKEEPING
PAD, EXTEND 4" BEYOND INVERTER
FOOTPRINT ON FRONT AND BOTH
SIDES.
4" HIGH U-SHAPED CONCRETE
HOUSEKEEPING PAD, EXTEND 4"
BEYOND INVERTER FOOTPRINT OF
EQUIPMENT (SWBD, PNL SBL &
TRANSFORMER T-SBL) ON ALL SIDES.
1 8' HIGH x 3/4" PLYWOOD BOARD PAINTED WITH GRAY FIRE RETARDANT PAINT, PROVIDE ON ALL WALLS WITHIN ELECTRIC ROOM. 2 PRINCIPAL GROUND BAR, REFER TO SCHEMATIC GROUNDING DIAGRAM ON DRAWING E501 3 TELECOMMUNICATIONS GROUND BAR BY TELECOM CONTRACTOR, COORDINATE.
REVISION
NUMBER DATE DESCRIPTION
1. PROVIDE A SEPARATE NEUTRAL WIRE FOR EACH CIRCUIT.
2. PROVIDE A GROUND WIRE IN EACH CONDUIT.
3. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL RECEPTACLES DEPICTED ON THIS PLAN SHALL BE WIRED TO PANEL 'R'.
4. ALL SINGLE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50 AMPERES OR LESS AND THREE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 100 AMPERES OR LESS INSTALLED IN THE FOLLOWING
LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL:
• BATHROOMS
• KITCHENS
• ROOFTOPS
• OUTDOORS.
• SINKS — WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8 M
(6 FT) FROM THE TOP INSIDE EDGE OF THE BOWL OF THE SINK • INDOOR WET LOCATIONS
WHERE READILY ACCESSIBLE, GFCI TYPE RECEPTACLES MAY BE USED TO
MEET THESE REQUIREMENTS, WHERE LOCATED BEHIND LARGE OR FIXED
EQUIPMENT OR IN AREAS REQUIRING REMOVAL OF COVERS OR ACCESS PANELS GFCI TYPE CIRCUIT BREAKERS SHALL BE UTILIZED.
5. WIRING METHODS IN THE POOL MECH./STORAGE ROOM SHALL BE LISTED AND IDENTIFIED FOR USE IN SUCH AREAS PER NEC 680-14 (A) & (B).
IT RACK
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 104
1 2 3 4 5 6 7 8
A
B
C
D
E
?
?
RESTROOM
204
?
?
TERRACE
200
MECH.
201
G
G, C
G, WP G, WP
G, WP
CH-1
17 16
CH-1
14 CH-1
12 CH-1
13 CH-1
8 CH-1
4 CH-1
11 CH-1
7 CH-1
3 CH-1
10 CH-1
9 CH-1
6 CH-1
5 CH-1
70 CH-1
1 CH-1
2 WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
WP
60A
G, WP
G, WP
1 G, WP
CU
WP
60A
60A
WP
60A
WP
WP
60A
WP
30A
G, WP WP
TERRACE CIRCULATION
207
G, WP
WP
60A
WP
60A
PH
G, WP G, WP G, WP G, WP G, WP G, WP
G, WP
G, WP
G, WP G, WP G, WP
G, WP G, WP G, WP G, WP
PV
G, WP G, WP G, WP
G, WP
4" HIGH CONCRETE
HOUSEKEEPING PAD, EXTEND 4"
BEYOND PANEL FOOTPRINT ON
FRONT AND BOTH SIDES.
2.1 3.1 3.9 5.9
1 AC
2 AC
1 HPWH
2 HPWH
4 HPWH
3 HPWH
WC
G, WP
G, C
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
PROGRESS SET
ROOF PLAN -
POWER
E205
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
ROOF PLAN
REVISION
NUMBER DATE DESCRIPTION
1. PROVIDE A SEPARATE NEUTRAL WIRE FOR EACH CIRCUIT.
2. PROVIDE A GROUND WIRE IN EACH CONDUIT.
3. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL RECEPTACLES DEPICTED ON THIS PLAN SHALL BE WIRED TO PANEL 'R'.
4. ALL SINGLE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50 AMPERES OR LESS AND THREE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 100 AMPERES OR LESS INSTALLED IN THE FOLLOWING
LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL:
• BATHROOMS
• KITCHENS
• ROOFTOPS
• OUTDOORS.
• SINKS — WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8 M
(6 FT) FROM THE TOP INSIDE EDGE OF THE BOWL OF THE SINK • INDOOR WET LOCATIONS
WHERE READILY ACCESSIBLE, GFCI TYPE RECEPTACLES MAY BE USED TO
MEET THESE REQUIREMENTS, WHERE LOCATED BEHIND LARGE OR FIXED
EQUIPMENT OR IN AREAS REQUIRING REMOVAL OF COVERS OR ACCESS PANELS GFCI TYPE CIRCUIT BREAKERS SHALL BE UTILIZED.
5. WIRING METHODS IN THE POOL MECH./STORAGE ROOM SHALL BE LISTED AND IDENTIFIED FOR USE IN SUCH AREAS PER NEC 680-14 (A) & (B).
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 105
D
D
D
D
D
1 2 3 4 5 6 7 8
A
B
C
D
E
ZW1
EM
ZW1
EM
ZW1
EM
ZW1
EM
ZS4 ZS4 ZS4 ZS4 ZS4
ZS4
ZS4
ZS4
ZS4
ZS4
ZS4
ZS4 ZS4
ZR2
EM
ZR2
EM
ZR2
EM
ZR2 ZR2
EM
ZR2
EM
ZR2
EM
ZR2 ZR2
ZW1
EM
LIFE GUARD
105
POOL MECH.
113
PARTY ROOM
111
CHLOR
115
JUICE BAR
103
MEN'S LOCKER
107
WOMEN'S LOCKER
106
LOBBY
101
ACID
114
POOL OFFICE
102
ELECTRICAL/ TELECOM
116
RECYCLING
117
TRASH / ORGANICS
118
FIRE RISER
119
MECH VESTIBULE
112
FAMILY RM
110
FAMILY RM
109
JANITOR
108
P2
P2A
P2
P2
P2
P2
P2
P2
P2A
P2A R1
R1
R1
EM
R1
EM
R1
R1
EM
R1
EM
R1 R1
R1
EM
R1
R1
EM
R1A
R1A
R1A
R1A
R1A
S1
S1
EM
S1
S1
S1
EM
S1
EM
R1
EM
R1
S1
S1
S1
S1
EM
R1
EM
R1
R1
EM
R1A
R1A
R1A
R1A
R1A
R1A
R1A
R1
R1
EM
R1
R1
R1
EM
R1
R1
EM
R2
R2
R2
R2
R2 R2
S2 S2
S2S2 S2 S2
S2 S2
P3
P3
P3 P3 P3 P3
P3
P3
P3 P3 P3
P3
P3
P3
P3
P3 P3 P3
P3 P3
P3 P3
P3
P3
P3
P1
P1
P1
P1
P1
EM
P1
P1
EM
P1
EM
D
D
D
2.1 3.1 3.9 5.9
EM
EM
EM
EM
EM
EM EM
EM
EM EM EM
EM EM EM
EM EM
EM EM
X1
X1 X1
X1
X1
X1
P1A
P1A
EM
P1A
P1A
P1A
EM
P1A
EM
P1A
P1A
P1A
EM
FIRST AID
104
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
PROGRESS SET
FLOOR PLAN
LEVEL 1 - LIGHTING
E301
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
LEVEL 1
REVISION
NUMBER DATE DESCRIPTION
1. UNLESS SPECIFICALLY NOTED OTHERWISE ALL NORMAL INTERIOR LIGHTING ON THIS DRAWING SHALL BE WIRED TO CIRCUIT L-1 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT.
2. UNLESS SPECIFICALLY NOTED OTHERWISE ALL INTERIOR EMERGENCY
LIGHTING ON THIS DRAWING SHALL BE WIRED TO EMERGENCY
LIGHTING INVERTER CKT #1 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT.
3. UNLESS SPECIFICALLY NOTED OTHERWISE ALL NORMAL EXTERIOR LIGHTING ON THIS DRAWING SHALL BE WIRED TO CIRCUIT L-2 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT VIA LIGHTING CONTROL PANEL.
4. UNLESS SPECIFICALLY NOTED OTHERWISE ALL EXTERIOR
EMERGENCY LIGHTING ON THIS DRAWING SHALL BE WIRED TO
EMERGENCY LIGHTING INVERTER CKT #2 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT VIA LIGHTING CONTROL PANEL.
1 1
1 1 PROVIDE TASK LIGHTS TO EACH WORKSTATION FOR LEED CREDITS. 25% PROGRESS SET
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 106
1 2 3 4 5 6 7 8
A
B
C
D
E
TERRACE
200
RESTROOM
205
RESTROOM
206
RESTROOM
204
STORAGE/ CUSTODIAL
203
MECH.
201
ROOF AREA
202
TERRACE CIRCULATION
207
2.1 3.1 3.9 5.9
ZS3
EM
ZS3 ZS3
EM
ZS3 ZS3
EM
ZS3
ZS3
EM
ZS3
ZS3
EM
ZS3
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5
ZS5 ZS5 ZS5 ZS5 ZS5 ZS5 ZS5
ZW1
EM
ZW1
EM
ZW1
EM
ZW1
EM
R2 R2
R2
S1
EM
S1
EM
S1
EM
S3
S3
S3
S3
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
WP
WP
ZS2 ZS2 ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2
ZS2 ZS2 ZS2
ZS2
ZS2
ZS2
EM EM EM EM EM EM
EM EM EM
EM EM EM
EM EM
EM EM
EM
EM
EM
EM
EM
EM
EM
EM
X1
X1WP X1WP
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
PROGRESS SET
ROOF PLAN -
LIGHTING
E305
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
ROOF / TERRACE LEVEL - LIGHTING
REVISION
NUMBER DATE DESCRIPTION
1. UNLESS SPECIFICALLY NOTED OTHERWISE ALL NORMAL INTERIOR LIGHTING ON THIS DRAWING SHALL BE WIRED TO CIRCUIT L-1 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT.
2. UNLESS SPECIFICALLY NOTED OTHERWISE ALL INTERIOR EMERGENCY
LIGHTING ON THIS DRAWING SHALL BE WIRED TO EMERGENCY
LIGHTING INVERTER CKT #1 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT.
3. UNLESS SPECIFICALLY NOTED OTHERWISE ALL NORMAL EXTERIOR LIGHTING ON THIS DRAWING SHALL BE WIRED TO CIRCUIT L-2 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT VIA LIGHTING CONTROL PANEL.
4. UNLESS SPECIFICALLY NOTED OTHERWISE ALL EXTERIOR
EMERGENCY LIGHTING ON THIS DRAWING SHALL BE WIRED TO
EMERGENCY LIGHTING INVERTER CKT #2 (1P-20A) WITH 2#10, 1#10G IN 3/4" CONDUIT VIA LIGHTING CONTROL PANEL.
25% PROGRESS SET
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 107
PG&E
PG&E SERVICE
XFMR TMSB
1 (5) 5" C 2
6 2
N
G
SCALE: NONE SCALE: NONE
ELEVATION - MAIN SWBD MSB 2ELEVATION - DISTRIBUTION PANEL 'SBL' 3 PROVIDE OVERSIZED BUS FOR PV/BATTERY STORAGE/FUTURE BI-DIRECTIONAL EV CHARGING CONNECTIONS PER CEC.
TO INDICATE THAT ALL CONTACTS OF THE DISCONNECT MIGHT BE ENERGIZED.
PROVIDE SERVICE-RATED DISCONNECT TO DISCONNECT PV/BATTERY ENERGY
PROVIDE A PERMANENT LABEL, FOR THE DC PV POWER SOURCE, AT THE PV DISCONNECTING MEANS.LABEL SHALL INDICATE.
a. RATED MAXIMUM POWER-POINT CURRENT.
c. MAXIMUM SYSTEM VOLTAGE.
d. MAXIMUM CIRCUIT CURRENT.
SHEET NOTES
SOURCE(S) FROM MAIN SWBD MSB. PROVIDE MARKINGS (e.g. SIGN OR LABELS) b. RATED MAXIMUM POWER-POINT VOLTAGE.
e. MAXIMUM RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER.
PAD-MOUNTED TRANSFORMER, WIRING TO MAIN SWBD 'MSB', AND UTILITY METER INSTALLATION BY PG&E.
GENERAL NOTES
PROVISIONS FOR FUTURE EATON PXMP MULTI-METERING.
PROVIDE 7-5"C FROM EXISTING UTILITY POLE TO TRANSFORMER CONCRETE PAD. PROVIDE A 112" x 98" PRE-FABRICATED CONCRETE PAD WITH CUTOUTS FOR A PG&E INSTALLED TRANSFORMER. PROVIDE 4 -5"C FROM CONCRETE PAD TO MAIN SWITCHBOARD 'MSB'. PROVIDE 5"C CONDUITS WITH PULLSTRING WITH 3' PIGTAILS AT EACH END. PROVIDE TWO DRIVEN GROUND RODS AT CONCRETE PAD WITH 10' OF #2 GROUND WIRE INTERCONNECTING THE RODS. CONNECT GROUND WIRE TO ROD WITH GROUNDING CLAMPS.
PG&E SHALL PROVIDE THE TRANSFORMER AND CONDUCTORS.
PROVIDE DAISY-CHAIN CONNECTION OF METERS TO DATA RACK TO ALLOW FOR REMOTE MONITORING AND ACCESS.
PROVIDE CT CONNECTIONS FROM GROUNDED SHORTING TERMINAL BLOCKS TO METER. A SINGLE LINE IS SHOWN FOR BREVITY. PROVIDE ALL REQUIRED CT CONNECTIONS TO METER.
PVS ARE PROVIDED UNDER DIVISION 22, DRAWINGS ARE DESIGN BUILD AND THE SYSTEM IS A DEFERRED SUBMITTAL. THE PV CONTRACTOR SHALL
PRODUCE FINAL SHOP DRAWINGS AND PROVIDE FINAL INSTALLATION OF EQUIPMENT.PROVIDE 2" C, FROM INVERTERS TO ROOF, STUB 6" ABOVE ROOF AND CAP. PROVIDE PULLSTRING WITH 3' PIGTAILS.
PROVIDE POWERFLEX #EVSE-DX DX CHARGING STATIONS, DUAL-MOUNTED, 32A-208V-1PH EACH ON PEDESTAL WITH CONCRETE BASE. SEE MOUNTING DETAILS THIS SHEET. CHARGING STATIONS SHALL BE DESIGNED TO BE COMPATIBLE WITH EVCS LOAD MANAGEMENT CONTROLLER. POWERFLEX
BASIS OF DESIGN MATCHES (E) EVCS LOCATED AT THE ADJACENT SITE FOR THE CITY OF MOUNTAIN VIEW COMMUNITY CENTER.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE SHORT-CIRCUIT,
COORDINATION, AND ARC-FAULT STUDIES FOR THE ELECTRICAL SYSTEM SHOWN IN ACCORDANCE WITH SPECIFICATION SECTIONS 260572, 260573, AND 260574. USE THE FAULT CURRENT VALUE SHOWN ON THE ONELINE UNLESS SUPERCEDED BY PG&E'S AIC LETTER. PG&E'S AIC LETTER WAS NOT AVAILABLE DURING THE DESIGN AND APPROVAL PHASE OF THE PROJECT.
ALL EQUIPMENT MUST MEET THE AIC RATING REQUIREMENTS OF THE FINAL PG&E LETTER. PROVIDE STUDIES AS INDICATED AND PROVIDE ARC-FAULT
LABELING OF ALL ELECTRICAL EQUIPMENT AS REQUIRED BY THE SPECIFICATIONS. COMPLETION OF THE STUDIES AND ARC-FAULT LABELING IS REQUIRE AS A CONDITION OF OCCUPANCY.
1. PRIOR TO FINAL ELECTRICAL APPROVAL, A SELECTIVE COORDINATION STUDY MUST BE PERFORMED BY A 3RD. PARTY TESTING AGENCY, AND
REVIEWED, APPROVED AND SIGNED BY ENGINEER OF RECORD WITH LETTER STATING HE HAS REVIEWED AND AGREES WITH THE STUDY.
2. ALL EQUIPMENT RATED AT 1000 AMPERES OR GREATER SHALL BE TESTED IN CONFORMANCE WITH UL STANDARD 869 OR 891 FOR INSULATION
BREAKDOWN PRIOR TO BEING ENERGIZED; THE TEST SHALL BE PERFORMED
BY TESTING FACILITY ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION AND THE BUILDING OFFICIAL; CEC 230.95(C).
3. ALL ELECTRICAL EQUIPMENT MUST HAVE AN AIC RATING GREATER THAN OR EQUAL TO THE SHORT-CIRCUIT CURRENT AVAILABLE (S.C.A.) AT THE SECONDARY SIDE OF THE UTILITY COMPANY TRANSFORMER.
FOR THE PURPOSES OF BIDDING THE CONTRACTOR SHALL USED AN ASSUMED VALUE OF 100K AIC, VERIFY ACTUAL S.C.A. WITH THE FINAL PG&E S.C.A. LETTER.
SOURCE LOAD
225NG
CIRCUIT RATING SUBSCRIPT
EXAMPLES
225 NG
60 1/0
50 1
125
250
40 2
100
250
30 4
90 4/0
20 8
80 2/0 3/0
70 10
15 CIRCUIT
RATING
CONDUCTOR SIZE
SINGLE NEUTRAL
SINGLE NEUTRAL
CONDUCTOR SIZE
RATING
CIRCUIT
* SINGLE NEUTRAL CONDUCTOR SIZES FOR CIRCUIT RATING 125 AND LESS G 3 PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR
2 8@4
2@3
7@4
2@3
[email protected]
[email protected]
2@4
[email protected]
5@4
6@4
3@4
2.5 2.5
2.5 3.5
[email protected]
3 4
3 2
0.5 0.75
1.5 1.25
1.5 0.5
2 2
2 1
NNG
3 PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS*,
1 GROUNDING CONDUCTOR NNG
IG
1212
GND/
12 10
10 10
12 10
6 8
8 8
8 8
4 2
2 1
4 10
6 6
6 6
1 4
4 2
2 4
1 1
1/0
1/0
3/0
250
350
4/0
2/0
2 400
1 6
N NG NNGI
CONDUIT SIZE (INCHES)
NGI
1 0.5
1.25 0.75
1 2
2 2
1.5 2
2.5 2
1.5 0.5
0.5 1
0.5 0.5
1 0.75
1.5 1.5
2 1.25
1.25 1.5
1.25 1.25
1.25 1.25
0.5 1.5
1.25 1.5
0.75 0.5 0.5 0.5 0.5
NONE G
15 RATING
CIRCUIT
0.5 0.5
1 0.75
0.5 0.5
1 0.75
1.25 1.25
1.25 1.5
1 1.25
1.25 1.25
1 1.25
20 30
50 40
70 80
90 100
60 0.5 0.5
WIRING SCHEDULE - COPPER CONDUCTORS
2 2.5
3 2.5
2.5 3
4 5
2@3
3.5 4
3 3
2 2
2 2.5
1.5 2
2 2
3 3.5
4 2.5
3 3.5
2@2 [email protected]
2.5 2.5
[email protected]
3.5 2.5
2.5 2.5
2@5
[email protected]
2@4
[email protected]
6@5
5@4
4@4
7@4
3@4
2@3
[email protected]
[email protected]
3@3
2@4
3@3
[email protected]
2@3
5@3
4@3
[email protected]
[email protected]
6@4
[email protected]
[email protected]
7@4
3@3 [email protected] 3@4
6@4
5@4
[email protected]
2@4
[email protected]
[email protected]
2@3
7@4
[email protected] [email protected] 2@3 2@3
2 1.5
2 2
1.25 1.5
1.5 2
3 2.5
3.5 2@2
2.5 2.5
3 2@2
2 2.5
125
150
175
200
250
300
350
400
225
2@3
[email protected]
[email protected]
3@3
[email protected]
[email protected]
[email protected]
2@3
5@3
4@3
[email protected]
[email protected]
[email protected]
5@3
[email protected]
[email protected]
3@3 3@3
600
500
700
800
1600
1200
2000
2500
1000
450 2@2 [email protected]
[email protected] 8@4 8@4
CONDUCTORS PER CONDUIT
3000 [email protected] [email protected] 8@4
NONE
N
SUBSCRIPT
1 GROUNDING CONDUCTOR NG
NGI
NNGI
SUBSCRIPT KEY
3 PHASE CONDUCTORS, CONDUIT GROUND
1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING
1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING
110 1.25 1.5 1.5 2 2 2.5
4/0
400
500
400
350
500
300
350
250
500
3/0
250
350
2/0
4/0
3/0
1/0
CONDUCTOR SIZE
PHASE/*
NEUTRAL
500
3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR,
3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR,
3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR,
3 PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS*,
500
1.25 CONDUCTOR
CONDUCTOR
CONDUIT GROUND
M
WIRELESS CHARGER NOTES
1P 2 PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR
UTILITY METERING DISTRIBUTION
45"
30"
3 38"
30"
2 36"
30"
1 WIDTH
DEPTH
STRUCT
90" H
CONCRETE PAD 2"H
WITH 2" OVERHANG
(LIP) ALL AROUND
PULL SECTION
BOTTOM ENTRANCE AND MAIN BREAKER
2 4
1 5
119"
36"
11.31"
90" H
WIDTH
DEPTH
3 4 5
6 7
8 9
10 10 10 10 10
9 7
7 8 8
9 11
11 11
MAIN SWITCHBOARD 'MSB'
1,600A
480/277V, 3Ø, 4W & GND
S.C.C.R. = 65 KA
WITH GROUND FAULT PROTECTION
PNL
'R'
225A
3P
SPARE
PNL
'HVAC'
225A
3P
STB. FOR
METERING
NEUTRAL
DISCONNECT
LINK
60A
3P
INV
EMER LTG
480Y/277V-3Ø-4W
NORMALLY ON
6-POLE
6 kVA
PVS ARE PROVIDED UNDER DIVISION 22,
DRAWINGS ARE DESIGN BUILD.
THE PV CONTRACTOR SHALL PRODUCE
FINAL SHOP DRAWINGS.
PNL
'L' 20NG
208Y/120V-3Ø-4W
RECEPTACLE
1,000A
3P
PV
ARRAY
NO. 1
PV
ARRAY
NO. 2
DISC
PV INV
PV
ARRAY
NO. 3
DISTRIBUTION PANEL 'SBL'
600A, 208/120V, 3Ø, 4W & GND
300A
3P
225A
3P
XFMT 'T-SBL'
150KVA-480V-208/120V-3 PH-4W
PNL
'HLV'
PNL
'PLV'
PNL
'SP'
225A
3P
PNL
'PH'
40A
2P
20A
1P
40A
2P
40A
2P
40A
2P
EV
CHARGER
EV
CHARGER
EV
CHARGER
EV
CHARGER
POWER FLEX
ADAPTIVE LOAD
CONTROLLER
CERTIFIED UL916
ENERGY
MANAGEMENT
EQUIPMENT.
WIRELESS
COMMUNICATION TO
EV CHARGERS.
1. WIRELESS COMMUNICATION OPERATES ON 2.4GHZ UNLICENSED BAND STANDARD ZIGBEE COMMUNICATION PROTOCOL.
1,000NG
225NG
60NG
150NG
225NG
40IP40IP40IP40IP
2#12,1#12G
IN 3/4"C
225A
3P
225A
3P
225NG
225NG
225NG
PULLBOX
300G
600A
3P
600NG
100A
3P
60A
3P
60A
3P
S.P. CIRC
PUMP
(25 HP)
A.P. CIRC
PUMP
(15 HP)
A.P. SLIDE
PUMP
(15 HP)
100A/3P
FUSED
DISC.
SWITCH
60A/3P
FUSED
DISC.
SWITCH
60A/3P
FUSED
DISC.
SWITCH
VFD VFD VFD 100G 60G60G
BASIS OF DESIGN:
EATON POW-R-LINE C
FRONT ACCESS
SWITCHBOARD
BASIS OF DESIGN:
EATON POW-R-LINE C
PRL4B
600/3
MCB
225/3
40/2
40/2
40/2
40/2
225/3
225/3
125/3
ENSURE SPACE FOR
PXBCM MODULE AND
SIDE MOUNTED
MODULE STRIPS.
PNL
'PL'
FLUSH PULL BOX
(REFER TO SITE
POWER PLAN).
STB. FOR
METERING
M M
1,600A
3P
208Y/120V-3Ø-4W
HVAC
208Y/120V-3Ø-4W
PLUMBING
208Y/120V-3Ø-4W
SWIMMING POOL
(BY OTHERS)
82.8 KVA, 3-PHASE
PHOTOVOLTAIC
INVERTER SOLAR EDGE
MODEL #SE82.80K
150A
3P
CATEGORY 6A
CABLE TO DATA RACK.
3/4"C W/ (1) CAT 6A CABLE
PV ARRAYS SHALL BE PROVIDED
WITH OPTIMIZERS WITH RAPID
SHUTDOWN (1) OPTIMIZER FOR
EVERY 2 PV MODULES.
S.C.A. = 31.4KA
UNLIMITED.
225NG
M
3 PXMP
50/3 50/3
60/3 50/3
60/3 60/3
BLANK 100/3
300/3
225/3 225/3
(2)15J
1,000/3 1,600A
3P
480Y/277V-3Ø-4W
POOL HEATING
NEMA 4X
480Y/277V-3Ø-4W
PLUMBING
480Y/277V-3Ø-4W
HVAC 480Y/277V-3Ø-4W
LIGHTING
NOT TO SCALE 1
SINGLE LINE DIAGRAM
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SINGLE LINE
DIAGRAM
E501
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 108
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
PROGRESS SET
LIGHTING FIXTURE
SCHEDULE
E601
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
4. ARCHITECT TO CONFIRM ALL FINISHES.
3. PROVIDE COMPLETE MOUNTING ACCESSORIES, SUPPORT BRACKETS, CLIPS, ETC. AS APPLICABLE TO THE FINISH CEILING OR CEILING STRUCTURE AS REQUIRED.
2. ALL INTERIOR LIGHTING FIXTURES SHALL BE 3500K COLOR TEMPERATURE AND MIN. 90 CRI, TYP. UNLESS OTHERWISE NOTED.
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND MOUNTING REQUIREMENTS OF ALL LUMINAIRES.
REFER TO SPEC SECTION 26 50 00 LUMINAIRES AND ACCESSORIES FOR COMPLETE FIXTURE CUTSHEETS.
FIXTURE SCHEDULE NOTES:
X1WP
EXTERIOR SINGLE FACE WEATHERPROOF TYPE
EXIT SIGN WITH GREEN LETTERS. AC ONLY.
SURFACE
(WALL MOUNTED)
WILLIAMS LIGHTING
EXIT/WET/CP-SF-G-WHT-AC-TP
LED
PROVIDED WITH
THE FIXTURE
INTEGRAL 120/277 3 W
GREEN
LETTERS ON
WHITE
EXTERIOR
X1
SINGLE FACE OR DOUBLE FACE EDGE LIT EXIT
SIGN WITH GREEN LETTERS ON WHITE
BACKGROUND. AC ONLY. PROVIDE ARROWS AS
SHOWN ON PLANS.
CEILING OR WALL OR
PENDANT
EMERGI LITE PRESTIGE
W-LX-FACES-N-G-W-ARROES-TRI
M-MOUNTING-OPTIONS
LED
PROVIDED WITH
THE FIXTURE
INTEGRAL 120/277 4 W
GREEN
LETTERS ON
WHITE
THROUGHOUT
S3
SAME AS TYPE P3 EXCEPT WITH SURFACE
MOUNTING
SURFACE
(CEILING)
WILLIAMS LIGHTING
75R-4-L50-8-35-OPTIONS-MOUNTI
NG-LENGTH-DIM-VOLTAGE
LED
3500K CCT/80
CRI
5000 LM
INTEGRAL
DIMMABLE
UNV 31.2 W STANDARD BACK OF HOUSE
S2 LINEAR VANITY FIXTURE
SURFACE
(WALL)
BOTTOM OF FIXTURE
AT +7'-0" AFF
MOLTO LUCE
RIDE-BLND-11-35-WHITE MATTE
FINISH
LED
3500K CCT/90
CRI
400 LM/FT
INTEGRAL
DIMMABLE
UNV 6.5 W/FT
MATTE
WHITE
RESTROOM - VANITY
S1 4'-0" LONG SURFACE MOUNTED LIGHT
SURFACE
(EAVES)
LIGHTOLIER
S10R-9-35K-22-W-Z10U
LED
3500K CCT/90
CRI
2200 LM
INTEGRAL
DIMMABLE
UNV 24 W WHITE LOCKER
R2
RECESSED LINEAR LIGHT WITH REGRESSED
LENS
RECESSED
(GYP. BD. CEILING)
FINELITE
HP-4-R-RG-D-LENGTH PER
PLAN-B-935-RG-WCB-96LG-VOLTA
GE-SC-FC-10%-CEILING
HARDWARE-FE-SW-OPTIONS
LED
3500K CCT/90
CRI
447 LM/FT
INTEGRAL
DIMMABLE
UNV 4.6 W/FT STD. WHITE RESTROOM
R1A
SAME AS TYPE R1 EXCEPT WITH OUTDOOR
RATING
RECESSED
(T-GRID OR GYP. BD.
CEILING)
FOCAL POINT
FLC3D-RO-SW-900L-VOLTAGE-LD1
-IC-OD-LC3-RO-SW-900L-935K-90-
DNT-FL1-WH-WP
LED
3500K CCT/90
CRI
845 LM
INTEGRAL
DIMMABLE TO
10%
UNV 10 W STD. WHITE SHOWERS
R1 3.5" APERTURE DOWNLIGHT
RECESSED
(T-GRID OR GYP. BD.
CEILING)
FOCAL POINT
FLC3D-RO-SW-900L-VOLTAGE-LD1
-IC-LC3-RO-SW-900L-935K-90-DNTFL1-WH-WP
LED
3500K CCT/90
CRI
845 LM
INTEGRAL
DIMMABLE TO
10%
UNV 10 W STD. WHITE RESTROOM
P3 PENDANT MOUNTED LINEAR STRIP FIXTURE.
PENDANT
(CEILING MOUNT)
BOTTOM OF FIXTURE
AT +12'-0" AFF.
WILLIAMS LIGHTING
75R-4-L50-8-35-VBY-2-MOUNTINGLENGTH-DIM-UNV
LED
3500K CCT/80
CRI
5000 LM
INTEGRAL
DIMMABLE
UNV 31.2 W STANDARD BACK OF HOUSE
P2A SAME AS TYPE P2 EXCEPT OF SMALLER SIZE.
PENDANT
(CEILING)
MOUNTING HT.
VARIES BETWEEN
8'-0" AND 8'-6" AFF.
REFER TO RCP.
LIGHTART
ACC-SHPE-CUBE-27SQ-OUTER
FELT COLOR-INNER FELT
COLOR-STD-CANOPY
COLOR-POWER CORD
COLOR-FRAME...
LED
3000K-1800K
CCT/90 CRI
1,650 LM
INTEGRAL
DIMMABLE TO
1%
UNV 14.6 W
BY
ARCHITECT
PARTY ROOM
P2
CUBE SHAPED PENDANT MOUNTED DIRECT
LIGHT WITH WARM DIM CAPABILITY, FLOOD
OPTIC AND ACOUSTIC PROPERTIES.
PENDANT
(CEILING)
MOUNTING HT.
VARIES BETWEEN
8'-0" AND 8'-6" AFF.
REFER TO RCP.
LIGHTART
ACC-SHPE-CUBE-34SQ-OUTER
FELT COLOR-INNER FELT
COLOR-STD-CANOPY
COLOR-POWER CORD
COLOR-FRAME...
LED
3000K-1800K
CCT/90 CRI
1,650 LM
INTEGRAL
DIMMABLE TO
1%
UNV 14.6 W
BY
ARCHITECT
PARTY ROOM
P1A
SAME AS TYPE P1 EXCEPT WITH
DIRECT/INDIRECT LIGHT
PENDANT
(CEILING MOUNT)
MOUNTING HT.
VARIES BETWEEN
8'-0" AFF
FINELITE
HP-X-P-ID-LENGTH PER
PLAN-B-B-935-WSO-F-VOLTAGE-S
C-FC-10%-CEILING
HARDWARE-FE-FINISH-OPTIONS
LED
3500K CCT/90
CRI
1,059 LM/FT
INTEGRAL
DIMMABLE TO
10%
UNV 8.6 W/FT
BY
ARCHITECT
OFFICES
P1 PENDANT MOUNTED LINEAR DIRECT LIGHT.
PENDANT
(CEILING MOUNT)
BOTTOM OF FIXTURE
FLUSH WITH BOTTOM
OF WOODEN SLAT
FINELITE
HP-X-P-D-LENGTH PER
PLAN-B-935-F-VOLTAGE-SC-FC-10
%-CEILING
HARDWARE-FE-FINISH-OPTIONS
LED
3500K CCT/90
CRI
516 LM/FT
INTEGRAL
DIMMABLE TO
10%
UNV 4.2 W/FT
BY
ARCHITECT
LOBBY
IMAGE CATALOG # (SEE NOTES 6) WATTS
TYPE DESCRIPTION MOUNTING MANUFACTURER/ LAMP DRIVER VOLTS INPUT FINISH LOCATION
INTERIOR LIGHTING FIXTURE SCHEDULE
5. ARCHITECT TO CONFIRM ALL FINISHES.
4. ALL EXTERIOR MOUNTED LIGHT FIXTURES SHALL BE UL WET LISTED EXCEPT FOR COVERED DOWNLIGHTS WHICH SHALL BE UL DAMP LISTED.
3. PROVIDE COMPLETE MOUNTING ACCESSORIES, SUPPORT BRACKETS, CLIPS, ETC. AS APPLICABLE TO THE FINISH CEILING OR CEILING STRUCTURE AS REQUIRED.
2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE 3000K COLOR TEMPERATURE AND MIN. 80 CRI, TYP. UNLESS OTHERWISE NOTED.
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND MOUNTING REQUIREMENTS OF ALL LUMINAIRES.
REFER TO SPEC SECTION 26 50 00 LUMINAIRES AND ACCESSORIES FOR COMPLETE FIXTURE CUTSHEETS.
FIXTURE SCHEDULE NOTES:
ZY2
SAME AS ZY1 BUT WITH AN ADDITIONAL HEAD AT
180 DEGREES FROM THE FIRST ONE.
ADDITIONAL HEAD TO HAVE 25 DEGREE TILT
UPWARDS AND HOUSE SIDE SHIELD
POLE MOUNTED
(30' HIGH POLE)
MOUNTING HT. 30' 0"
GARDCO PUREFORM
HEAD 1:
PFF-276L-1A-WW-G2-SF-AIRP-VOL
TAGE-FP1-OPTIONS-FINISH;
HIS-PFF-276
HEAD 2:
PFF-138L-700-WW-G2-SF-AIRP-VO
LTAGE-FP1-OPTIONS-FINISH;...
LED
3500K CCT/70
CRI
HEAD 1:117,911
LM
HEAD 2:42,284
LM
INTEGRAL
DIMMABLE
UNV
HEAD 1: 909
W
HEAD 2: 289
W
TBD
NEW SWIMMING POOL,
ACTIVITY POOL
ZY1
30'-0" TALL POLE WITH FLOODLIGHT HAVING
NEMA 7X5 OPTIC AND 12.5 DEGREE TILT
UPWARDS AND HOUSE SIDE SHIELD
POLE MOUNTED
(30' HIGH POLE)
MOUNTING HT. 30' 0"
GARDCO PUREFORM
PFF-276L-1A-WW-G2-SF-AIRP-VOL
TAGE-FP1-OPTIONS-FINISH;
HIS-PFF-276
LED
3500K CCT/70
CRI
117,911 LM
INTEGRAL
DIMMABLE
UNV 909 W TBD NEW SWIMMING POOL
ZW1 WALL SCONCE WITH TYPE 3 OPTIC
SURFACE
(WALL)
MOUNTING HT. 8' 0"
ABOVE PATHWAY
HE WILLIAMS
VWMV-L17-830-T3-FINISH-SDGL
LED
3000K CCT/80
CRI
1,700 LM
INTEGRAL
DIMMABLE
UNV 25 W TBD EXTERIOR WALL
ZS5 4'-0" LONG SURFACE MOUNTED LIGHT SURFACE
(EAVES)
SENSO
367-90-4-30-25-FINISH-08-STD/LCS
-VOLTAGE-01
LED
3000K CCT/80
CRI
843 LM/FT
INTEGRAL
DIMMABLE
UNV 9.4 W/FT TBD EAVES, LEVEL 2
ZS4 TRELLIS MOUNTED LIGHT WITH WALL WASH
OPTIC
SURFACE
(TRELLIS)
BEGA
22 383-K3-FINISH
LED
3000K CCT/80
CRI
2,187 LM
INTEGRAL
DIMMABLE
UNV 21 W TBD TRELLIS, LEVEL 1
ZS3 SURFACE MOUNTED ADJUSTABLE FLOODLIGHT
TILTED 30 DEGRESS UPWARDS
SURFACE
(EAVES)
ELLIPTIPARZX
S172-M336-S-FINISH-M-V0-830-
LED
3000K CCT/80
CRI
18,332 LM
INTEGRAL
DIMMABLE
UNV 163 W TBD EAVES, LEVEL 2
ZS2 4'-0" LONG SURFACE MOUNTED VAPORTIGHT
LIGHT
SURFACE
(FENCE)
MOUNTING HT. 6' 5"
ABOVE FLOOR
DAY BRITE
D-W-P-E-35L-830-4-UNV
LED
3000K CCT/80
CRI
3,500 LM
INTEGRAL
DIMMABLE
UNV 32 W STANDARD UTILITY FENCE
ZS1 37.4" TALL BOLLARD LIGHT SURFACE
(GROUND)
HESS
LN950-HP/LED-WW-UNV-A-FINISHDIM
LED
3000K CCT/80
CRI
1,061 LM
INTEGRAL
DIMMABLE
UNV 33 W TBD SITE
ZR2 EXTERIOR CANOPY MOUNTED DOWNLIGHT RECESSED
(CANOPY)
BEGA
24 823-K3-FINISH
LED
3000K CCT/80
CRI
1,181 LM
INTEGRAL
DIMMABLE
UNV 9.7 W TBD EXTERIOR CANOPY
ZR1 RECESSED STEP LIGHT
RECESSED
(WALL)
MOUNTING HT. 2' 0"
ABOVE PATHWAY
BEGA
24 212-K3-FINISH
LED
3000K CCT/80
CRI
1,467 LM
INTEGRAL
DIMMABLE
UNV 15 W TBD EXTERIOR WALL
ZG1
TREE LED UPLIGHT WITH MEDIUM FLOOD OPTIC,
RECTILINEAR LENS AND 360º ROTATIONAL
CAPABILITY.
GROUND
(STAKE MOUNTED)
BK LIGHTING
NS-LED-XX-MFL-13-11-360SL
LED
3000K CCT/80
CRI
XX LM
INTEGRAL
DIMMABLE
UNV 7 W TBD EXISTING OAK TREE
IMAGE CATALOG # (SEE NOTES 6) WATTS
TYPE DESCRIPTION MOUNTING MANUFACTURER/ LAMP DRIVER VOLTS INPUT FINISH LOCATION
EXTERIOR LIGHTING FIXTURE SCHEDULE
Exterior / Pole Lights 100%
50%
20 min
l l l
Outdoor pole mounted luminaires with bottoms ≤ 24' above ground need occupancy sensors. No more than 1,500W lighting controlled together.
Exception : with max. rated wattage of 75 watts.
Exterior / Non wall or pole
mounted l l l
Exterior / Wall 100%
50%
20 min
l l l
Outdoor luminaires with bottoms ≤ 24' above ground need occupancy sensors. No more than 1,500W lighting controlled together.
Exception : with max. rated wattage of 75 watts.
Terrace 100% 20
min l l l l l
Recycling, Trash, Fire Riser 100% 20
min l l
Party room 100% 20
min l l l l l Daylighting controls for daylit zones only.
Storage Room
(< 100 sq ft) 100% 20
min l l
Lobby 100% 20
min
l l l l l l
Plug load required at reception area. Daylighting controls for daylit zones only.
Corridor 100%
50%
20 min
20 min l l l l
Full or Partial Off, and Off After Hour for commercial spaces.
Shall be automatically activated from all design paths of egress.
Restrooms and Lockers
(≥ 100 sq ft) 100% 20
min l l l l Restrooms are exempt from multi-level, but require bilevel 30-70% Toilets 100% 20
min l
Janitor Closet 100% 20
min l
Utility, Electrical Room, and
Mechanical rooms l ON/OFF switch only, no dimmers or sensors.
Small Office
(≤ 250 sq ft) 100% 20
min
l l l l l l
Plug Load Required. Sensor required space. Partial On or Vacancy if space requires multilevel. Daylighting control if part of LEED credits.
Areas w/ 1-2 lamp single
luminaire (< 100 sq ft) 100% 20
min l l
Spaces with more than 100 sq ft will need either continuous dimming or 4 levels of step dimming, depending on lighting type.
Commercial Bldg
(> 10,000 sq ft) 6 AM 10 PM l l l
Building SF is less than 10,000 SF. Demand Response is not required.
ROOM TYPE OCC SENSOR 6 PHOTOCELL DIMMING TIME CLOCK SWITCHES SYSTEM REMARKS AUTO ON3 MANUAL ON3 AUTO OFF PARTIAL OFF AT NORMAL HOURS AUTO OFF AFTER HOURS (MAX 20MIN) AUTO OFF @ TARGET FC AUTO DIM @ TARGET FC SET LEVEL TO 50 FC CONTINUOUS1 STEP1 MULTI ZONE2 TIME ON4 TIME OFF4 ASTRONOMICAL TIME CLOCK WALL SWITCH DIMMER SWITCH 5SCENE CONTROL PLUG LOAD NETWORK STAND-ALONE CURRENT MONITORING6 AUXILIARY RELAY REMOTE SIGNAL CONTROL DEMAND RESPONSE
LIGHTING CONTROL SEQUENCE OF OPERATION
IX. Area control exceptions: malls, auditorium, industrial facilities, commercial centers. The person needs to be able to see the area that is being controlled. For example, a security guard should be able to see the control switch for the areas through a security camera when switching lights.
VIII. TARGET FC for daylighting is 150% design illuminance and lighting is to be reduced at least 65% power in nonresidential interior. TARGET FC for daylighting in a parking garage is 150% design illuminance and lights are to be turned off.
VII. Exit luminaire is not under general lighting and must be kept on 24 hours 365 days.
VI. Separate shut off control for each 5,000 sq ft
V. Controlled plug load must be within 6 ft of uncontrolled receptacle where controlled plug loads are needed.
IV. Auto dim and photocell are only applicable when not just on a time clock and has dimming capabilities.
III. Daylighting is not necessary when areas do not include skylights or glazing < 24 sq ft or skylit+primary sidelit zone is less than 120W. Luminaires in or at least 50% within daylighting zones must be controlled.
II. Hospitals and Correctional Facility Institutions are exempt from Title 24. This includes Hospitality Lobbies and Waiting rooms used for 365 24 hour operations.
GENERAL NOTES: I. Occupancy Sensor required spaces (Individual Offices <250sqft, Multipurpose <1000sqft, Classrooms, & Conference Rooms) that meet multilevel requirement ( >100sqft and General Lighting over .5W/sqft) must be Vancancy or Partial On d. Outdoor lighting needs to be controlled by astronomical time clock and automatically shut off by photocell. c. Exterior Wall: Outdoor luminaires with bottoms less than or equal to 24' above the ground need motion or other controls. b. Luminaires that illuminate public right of way roads, sidewalks, and bikeways. a. Exceptions: Signs, façade lighting, statutes, bridges, health or life safety lighting.
NOTES FOR
EXTERIOR:
6 Controlled plug load must be within 6 ft of uncontrolled receptacle where controlled plug loads are needed. 6 Scene control is not necessary per Title 24 as long as dimming provided is per lighting source standards. Scene control can be checked off by end user if needed. 5 Timeclock settings can be changed to have different time on/off settings. Typical schedules were added in chart above. 4 Daylighting is not necessary when areas do not include skylights or glazing < 24 sq ft or skylit+primary sidelit zone is less than 120W. Luminaires in or at least 50% within daylighting zones must be controlled. 3 There are no Title 24 requirements for manual on and auto on. There are only requirements for partial off NH and auto off AH. 2 Multizone is shown chosen due to typical rooms. For example, if there is a primary daylight zone and a non-daylighting zone, then these zones must be separated. Therefore, an open office will need separated zones.
FOOTNOTES: 1 Continuous dimming and step dimming are chosen based on light source type per Title 24 130.1A. If continuous dimming is not necessary per lighting source, then LMSW-103 will be provided with 50% for step dimming. 25% PROGRESS SET
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 109
2 LIGHTING CONTROL WIRING DIAGRAM - TYPICAL CONNECTIONS 1 LIGHTING CONTROL WIRING DIAGRAM -TYPICAL NETWORK SYSTEMS
LIGHTING CONTROL DIAGRAM NOTES AND
SEQUENCE OF OPERATION:
1. THE QUANTITIES SHOWN DO NOT REFLECT ACTUAL DEVICE QUANTITIES; THIS LIGHTING CONTROL DIAGRAM IS FOR CONCEPTUAL PURPOSES. MANUFACTURE TO CONFIRM AND PROVIDE DEVICES UPON RECEIPT OF LIGHTING PLANS. CONTRACTOR SHALL PROCURE ALL THESE DEVICES COMPLETE AND INSTALL COMPLETE AND IN FULL WORKING ORDER.
2. NETWORK DEVICES (I.E: ETHERNET NETWORK SWITCHES) MAY BE REQUIRED WHICH ARE NOT ILLUSTRATED. MANUFACTURE TO CONFIRM AND PROVIDE UPON RECEIPT OF LIGHTING PLAN. CONTRACTOR SHALL OBTAIN ALL DEVICES AND INSTALL COMPLETE.
3. MANUFACTURE TO CREATE A COMPLETE SENSOR LAYOUT WITH ALL NECESSARY
COMPONENTS, VERIFYING COVERAGE AND SENSOR QUANTITIES, UPON RECEIPT OF A LIGHTING PLAN. PROVIDE ALL DEVICES COMPLETE AND FULLY FUNCTIONAL.
4. CLEARLY LABEL THE FUNCTION OF EACH BUTTON. I.E. "LIGHT ON" OR "LIGHTS OFF" OR "ZONE 1" OR "ZONE 2" WHEN THERE IS MORE THAN ONE SWITCH LEG OR "LIGHTING OVERRIDE" FOR THE LIGHTING CONTROL OVERRIDES.
GENERAL NOTES:
A. NETWORK SWITCHES SHALL NOT BE CONNECTED TO THE BUILDING DATA NETWORK.
COORDINATE WITH THE IT CONSULTANT FOR WIFI CONNECTION.
B. ANY UTP CABLE USED FOR THIS SYSTEM SHALL NOT USE BLUE/ WHITE CABLE COLORS ASSIGNED TO TELECOM. RUN CABLE 12" FROM TELECOM CABLE.
R - +
Computer
LM-MSTP Wire
LCP1
LMCP48-48HD-1GS-XXEM
LMCP Series Relay Panel
with XX-Relays of EM
LMSM-3E or LMSM-6E
Segment Manager
PC by Others
RJ45 Ethernet
LMLS Series Photosensor
Interior Photosensor
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LM-MSTP Wire
LCP Relay Override Wallstations
LMSW-10X-W
Scene Switch
(Available as: 1, 2, 3, 4, or 8-Button)
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LMBC-300
Network Bridge
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LM-MSTP Wire LM-MSTP Wire
LCP Relay Override Wallstations
LMSW-10X-W
Scene Switch
(Available as: 1, 2, 3, 4, or 8-Button)
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
Continued LM-MSTP to additional areas
with LMBC Network Bridges, LMRC Room Controllers,
LMSW scene switches, and/or LMDC occupancy sensors.
R - +
LMBC-300
Network Bridge
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
R - +
LMBC-300
Network Bridge
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LM-MSTP Wire LM-MSTP Wire
Continued LM-MSTP to additional areas
with LMBC Network Bridges, LMRC Room Controllers,
LMSW scene switches, and/or LMDC occupancy sensors.
LMRC-200 Series
Room Controller
Provides (1, 2, or 3 outputs of
On/Off or 0-10v Control).
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LMRJ RJ45 Cable
LMSW-10X-W
Scene Switch
(Available as: 1, 2, 3, 4, or 8-Button)
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMDC-100
Dual Technology Occupancy Sensor
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
Typical of Dimmed Room
LMRC-200 Series
Room Controller
Provides (1, 2, or 3 outputs of
On/Off or 0-10v Control).
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LMRJ RJ45 Cable
LMSW-10X-W
Scene Switch
(Available as: 1, 2, 3, 4, or 8-Button)
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMDC-100
Dual Technology Occupancy Sensor
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
Typical of Dimmed Room
LMRC-200 Series
Room Controller
Provides (1, 2, or 3 outputs of
On/Off or 0-10v Control).
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LMRJ RJ45 Cable
LMSW-10X-W
Scene Switch
(Available as: 1, 2, 3, 4, or 8-Button)
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMDC-100
Dual Technology Occupancy Sensor
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
Typical of a Dimmed Area
LMSW-105-W
5-Button Scene Switch
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
LMLS Series Photosensor
Interior Photosensor
*Does not represent official
quantities. Refer to the
lighting plan for locations.*
LMRJ RJ45 Cable
120V
Hot
Blk
Neutral
Wht
Red
120V
Hot
Blk
Neutral
Wht
Red
PLUG LOAD
CONTROLLER
LMPL-101
PLUG LOAD
CONTROLLER
LMPL-101
PLUG LOAD (AS REQUIRED PER TITLE-24) PLUG LOAD (AS REQUIRED PER TITLE-24) BAS Network Connection
via BACnet over IP
Red
Neutral Wht
Lighting
Load
(a)
Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRC-211
Dimming Room
Controller
Vio
Gry
Vio Gry
Class 2 0-10 Volt
Control Wiring
0-10VDC Dimming
Ballast required.
LMDM-101
NETWORK BRIDGE
LMBC-300
To Next DLM
Network Bridge
Segment
Network MS/TP
To Bacnet
Controller DIMMING WALL SWITCH
Red
Neutral Wht
Lighting
Load
(a)
Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRC-211
Dimming Room
Controller
Vio
Gry
Vio Gry
Class 2 0-10 Volt
Control Wiring
0-10VDC Dimming
Ballast required.
LMDM-101
LMDC-100
DUAL TECHNOLOGY CEILING
MOUNTED OCCUPANCY SENSOR
NETWORK BRIDGE
LMBC-300
To Next DLM
Network Bridge
Segment
Network MS/TP
To Bacnet
Controller DIMMING WALL SWITCH
Neutral Wht
PLUG LOAD CONTROLLER
LMPL-101
120VAC
Hot Blk
Red
Switched
**Break-off removal
on hot side required
for split-control
wiring.
**
UnSwitched
(Optional)
Red
Neutral Wht
Lighting
Load
(a)
Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRC-211
Dimming Room
Controller
Vio
Gry
Vio Gry
Class 2 0-10 Volt
Control Wiring
0-10VDC Dimming
Ballast required.
LMDM-101
LMDC-100
NETWORK BRIDGE
LMBC-300
To Next DLM
Network Bridge
Segment
Network MS/TP
To Bacnet
Controller
DUAL TECHNOLOGY CEILING
MOUNTED OCCUPANCY SENSOR
DIMMING WALL SWITCH
Red
Neutral Wht
Lighting
Load
(a)
Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRC-211
Dimming Room
Controller
Vio
Gry
Vio Gry
Class 2 0-10 Volt
Control Wiring
0-10VDC Dimming
Ballast required.
Photosensor
LMLS-400
DAYLIGHT PHOTOSENSOR
LMDW-102
DUAL-TECH OCCUPANCY
SENSOR SWITCH
Red
Neutral Wht
Lighting
Load
(a)
Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRC-211
Dimming Room
Controller
Vio
Gry
Vio Gry
Class 2 0-10 Volt
Control Wiring
0-10VDC Dimming
Ballast required.
LMDM-101
DIMMING WALL SWITCH
LMUC-100
LMUC-100
LMUC-100
TO NEXT OCCUPANCY
SENSOR AS REQUIRED
NETWORK BRIDGE
LMBC-300
To Next DLM
Network Bridge
Segment
Network MS/TP
To Bacnet
Controller
NETWORK BRIDGE
LMBC-300
To Next DLM
Network Bridge
Segment
Network MS/TP
To Bacnet
Controller
Photosensor
LMLS-400
DAYLIGHT PHOTOSENSOR
Restrooms, Lockers and Shower rooms, Pool Office,
Vestibule
Offices, Lifeguard, First Aid, Fire Riser, Trash, Private Offices, Conference Rooms Lobby Corridor & Party room
GROUND FLOOR
SECOND FLOOR
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
LIGHTING
CONTROL
DIAGRAM
E602
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 110
TWO HOLE COMPRESSION GROUND LUG,
TYPICAL
1/4"D x 4"W x 20"L COPPER GROUND BAR WITH
WALL MOUNTING BRACKETS & INSULATORS
CHATSWORTH #40158-020
1. 2.
NOTES:
NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR A COMPLETE
WORKING INSTALLATION INCLUDING MISCELLANEOUS
APPURTENANCES. THE CONTRACTOR SHALL ISSUE A
SUBSTITUTION REQUEST FOR CHANGES TO THIS
DETAIL. CONTRACTOR SHALL PROVIDE PLENUM RATED
SHEATH WHERE REQUIRED.
ALL GROUNDING CONNECTORS SHOWN SHALL BE
DOUBLE LUG. DOUBLE COMPRESSION TERMINATIONS
ON BOTH ENDS.
18" ROUND FORMED
18"
4'-0" MIN
FIELD CONDITION
HANDHOLE WITH GROUNDING LUG
HARD SCAPE
LAND SCAPE
TRAFFIC/PARKING AREA
FINISHED HARDSCAPE SURFACE
1 2
3 3
2 1
SCHEDULE 40 PCV
(1") TO HANDHOLE
OR NEXT FIXTURE
AS SHOWN.
MAXIMUM TWO (2)
CONDUIT ENTRIES
PER POLE BASE
LIGHT POLE, SEE
FIXTURE SCHEDULE
CONCEALED WELDED
STEEL TENON WITH
STAINLESS STEEL BOLTS
(ALL WITH POLE)
ALUMINUM BASE
COVER TO MATCH
POLE COLOR WITH S.S.
SCREWS
NON-SHRINK GROUT UNDER
BASE PLATE PACKED TIGHT
AFTER LEVELING
RUBBED BASE TO
12" BELOW GRADE.
RUB CORNERS
ROUND
LANDSCAPED
SURFACE FINAL GRADE
4" IN OPEN
LANDSCAPING
24" WHERE SHOWN
WITHIN 5' OF
VEHICULAR TRAFFIC
#4 BARE COPPER BOND FROM
BOLT TO REBAR WITH EXOTHERMIC
WELD OR COMPRESSION FITTING
LENGTH OF ANCHOR BOLTS PER
MANUFACTURER'S
RECOMMENDATIONS BUT NOT
LESS THAN FOUR (4). INSTALL
PER FACTORY TEMPLATE.
DOUBLE LUGS WITH FLAT
WASHERS AT BASE PLATE.
CLEAN BOLT THREADS AND
SURFACES TO PROVIDE
GROUNDING CONTINUITY TO
POLE
CONCRETE BASE, POUREDIN-PLACE SONOTUBE
FORMED (ABOVE GRADE)
RE-BARS PER CBC 1921.4.4.8
1#6 AT EACH CORNER 2#4 OR
3#3 AT TOP 5" HORIZ. RINGS:
#4 AT 12"O.C. OR #3 AT 9"O.C.
DETAIL NOTES:
6" RED REFLECTIVE
SURFACE
2.5" DIAMETER
STANDARD STEEL PIPE 6
LB/FT MIN.
WHITE POWDER
COATED SURFACE
3'-4"
2.5"
12"
3.5"
COMPACTED SOIL
12"
ANCHOR BOLT W/ CHAIN
STEEL RECEIVER
EYEBOLT
WELDED STEEL COLLAR
PORTLAND CEMENT
CONCRETE (CLASS A)
6"
2"
2"
3" TYP 2" TYP
Pad Arrangements for Style IID, IIE, and IIG Transformers 4 3
2 See
Note 4
B
5 Front
Plan View
Grout in Around Primary
and Secondary Conduits
1” Approx.
(see Note 22)
2” ± 1”
Finished
Grade Level
8” Min. 4
3 Primary
Section B-B
Figure 2
Loop Installation of Style IID, IIE, and IIG Pad
Arrangement, Poured-in-Place Pad Shown
2 3”
Above Pad 7
Secondary
6” 2” ± 1”
Finished
Grade Level
8” Min. 4
3 Primary
Section C-C
Figure 3
Radial Installation of Style IID, IIE, and IIG Pad
Arrangement, Poured-in-Place Pad Shown
2 3”
Above Pad 7
Secondary
Primary
9”
Secondary 4
3 2
See
4”
B
Note 4
C
CL
5 Front
Plan View
Grout in Around Primary
and Secondary Conduits
1” Approx.
(see Note 22)
6”
Primary
4.5”
4”
C
Secondary
3 4 3 4
3 4 3 4
Notes
1. Install primary conduits as shown. Keep single primary conduit installation to the left as indicated to reduce strain on elbow terminators.
2. Secondary conduits shall be grouped towards the front of the pad.
3. Precast pads do not have cut off walls.
4. A 6-foot minimum separation shall be maintained between ground rods.
5. The ground wire must be a continuous wire that runs from the outside ground rod, under the pad, to the primary window, then above the pad from the primary window, through the secondary window, to the secondary ground rod as shown below.
Pad Arrangements for Style IIA, IIB, IIC, IIF, and IIH Transformers 3 4
See
Note 4
1 A
2” Max.
3 Front 5 See Note 11
Plan View
Grout in Around Primary
and Secondary Conduits
1 8”
Min.
4 3
Primary
3” Above
Pad
Section A-A
Figure 1
Style IIA, IIB, IIC, IIF, and IIH Pad Arrangement,
Poured-in-Place Pad Shown
2 7 See Note 11
Secondary
1” Approx.
A
Inside Edge
of Cut Off Wall
2 Primary Secondary
6”
2” ± 1”
4 3 4
Notes
1. Primary conduits must be centered in the window.
2. Secondary conduits shall be grouped towards the front of the pad.
3. Precast pads do not have cut off walls.
4. A 6-foot minimum separation shall be maintained between ground rods.
5. The ground wire must be a continuous wire that runs from the outside ground rod, under the pad, to the primary window, then above the pad from the primary window, through the secondary window, to the secondary ground rod as shown below.
NOTE::
1. TRANSFORMER PAD SHALL BE TYPE IIB / IIF ( 112" X 98") 1 1
2 BACKFILL - THAT CONTAINS OCCASIONAL, ROUNDED
ROCKS THAT ARE 1/2 INCH IN DIAMETER OR LESS TO BE ACCEPTABLE BACKFILL.
CRUSHED ROCK OR SHARP-EDGED MATERIALS OF ANY KIND, OR BACKFILL CONTAINING EASILY BREAKABLE DIRT CLODS LARGER THAN 6 INCHES IN DIAMETER, ARE NOT ACCEPTABLE. BACKFILL WITH ROCKS GREATER THAN 3 INCHES IN ANY DIMENSION WITHIN 6 INCHES OF THE TOP OF THE PIPE OR CONDUIT OR LESS THAN 12 INCHES BELOW THE PAVEMENT SUBGRADE.
FOIL BACKED MARKER TAPE
FINISHED GRADE
MIN. 95% COMPACTED
EARTH FILL
UNDISTURBED EARTH
PLASTIC SPACERS
SAND (95%
COMPACTION MIN)
PVC PVC
PVC PVC PVC
6" SAND COVER
24" MIN.30" MIN. IN STREET
AND/ OR DRIVEWAY
TELECOM
GROUND BAR
PER TELECOM DRAWINGS
#4/0 BC
MAIN GROUND BAR
GROUND WELL NEAR MAIN SWBD 'MSB'
SEE SITE PLAN FOR LOCATION SHOWN
FOR REFERENCE ONLY
3/0 B.C. TO BLDG STEEL
#3/0 B.C. WIRE TO WATER SERVICE
MAIN SWBD
'MSB'
#3/0 BC
#3/0 B.C. WIRE TO
CONCRETE ENCASED REBAR
MINIMUM 6" DEPTH OF TAMPED
MINIMUM 6" DEPTH OF FREE
EXOTHERMIC WELD CONNECTION
(TYPICAL).
M
JUMPER OVER
WATER METER.
GROUND WELL.
ERICO #T416B (TYPICAL).
GW
GW GW
8' 8'
8'
FROM EXTERNAL
BUILDING GROUND RING.
EXOTHERMIC WELD CONNECTION.
SAND.
DRAINING GRAVEL.
FINISHED GRADE
OR PAVEMENT.
GROUND WELL.
ERICO #T416B (TYPICAL).
#4/0 AWG CONCENTRIC
STRANDED BARE
COPPER CABLE.
3/4" DIA. X 10' LONG
COPPERWELD
GROUND ROD.
1 NOT TO SCALE
UTILITY TRANSFORMER PAD DETAIL
2 NOT TO SCALE
TRENCH DETAIL
NOT TO SCALE
GROUNDING DETAIL
NOT TO SCALE
GROUNDING DETAIL - MAIN GROUND BAR
NOT TO SCALE
TYPICAL LAYOUT OF GROUND WELLS
NOT TO SCALE
GROUND WELL DETAIL
4 6
7 8
3 NOT TO SCALE
REMOVABLE METAL BOLLARD
5 NOT TO SCALE
TYPICAL SITE LIGHTING FIXTURE POLE BASE DETAIL
105"
120"
31" 8" 23" 17" 26" 15"
15"
16"
15"
C 19" C
LOCATION OF
MANUFACTURER'S NAME.
7/8" INSERT, GALVANIZED
(SEE NOTES 25 & 26)
2" Min
Typ.
#4 CORNER
BARS.
FRONT
6 6
PRECAST PAD
SECTION C-C
TRANSFORMER PAD COMPONENT SCHEDULE
ITEM QUANTITY DESCRIPTION CODE DOCUMENT
1 1 PAD, CONCRETE, REINFORCED (SEE PAGE 5) - --
2 AS REQUIRED WIRE, #2 AWG, SOLID, SOFT DRAWN, BARE COPPER 290074 - 3 2 GROUND ROD, 5/8" x 8', COPPER CLAD 187013 13109
4 2 CLAMP, GROUND ROD, FOR ITEM 3 187012 62288
5 AS REQUIRED CONDUIT, TYPE AND SIZE AS REQUIRED - -
6 AS REQUIRED REINFORCING STEEL, NUMBER 4 - -
7 AS REQUIRED COMPACTED BACKFILL - -
8 TOOL BOLT, EYE, 7/8" DIAMETER x 1-1/2" LONG, 1-1/2" INSIDE
DIAMETER, SHOULDER-TYPE
190013 -
TRANSFORMER PAD NOTES:
General Information
1. When a pad is installed by the customer, that customer shall provide all materials. In areas of known unusually soft soil conditions, PG&E will require special treatment as specified in Notes 13, 14, and 15. Before pouring or setting the pad, the customer or contractor will request an inspection by PG&E to approve the installation. PG&E shall determine the acceptability of each pad installation.
2. The installation of the pad includes the two ground rods and the interconnecting ground wire.
Application
3. If a pad-mounted transformer cannot be located away from vehicular traffic, the customer shall provide suitable barriers for the protection of the transformer. PG&E shall determine the protection requirements according to Document 051122.
4. If the customer is to use bus duct, the secondary opening is not needed. Grout in the window of precast pads.
5. The pad sizes are based on maximum dimensions, including cooling radiators, of the various manufacturers’ transformers.
6. The Style IIE transformers will fit on Style IIB/IIC/llF pads. The 75 kVA, Style IIE transformer will fit on the largest Style IIE pad. The 300 kVA, Style IIE transformer will fit on the small Style IIE pad. The 2,500 kVA, Style IIE transformer will sit on the old 80” x 106” pad, but the radiators will overhang the pad. (Note: Some 1989 and 1999 Style IIE transformers have radiators that will overhang the pad.)
7. The Style IIG will fit on the largest IIE pad.
8. The Style IIH will fit on the largest IIC/IIF pad.
Construction Notes
9. In general, all equipment pads should be installed as level as practical. Pads supporting oil-filled equipment must be leveled to within 1 inch in 8 feet in all directions.
10. An equipment pad SHALL NOT be placed on an elevated berm, mound or structure either earthen or otherwise when placed in a Flood Plain. If local knowledge of the area in which the equipment is to be placed identifies a high likelihood that uninsulated terminals of the equipment will come in contact with floodwater and the location cannot be moved to a location less likely to have flood levels come in contact with the exposed terminals, a Subsurface Fully Insulated Device should be installed in lieu of the pad mount design. In some cases such as transformers, because of capacity limits of subsurface material coded equipment it may not be possible to provide a transformer of sufficient capacity to serve loads in excess of the capabilities of a 1000 kVA UCD.
11. The transformer pad shall be placed on firm, compacted native material or on engineered fill which has been compacted at least to the requirements of Note 14.
12. The area under the pad shall be excavated to the required grade, or to a depth necessary to reach firm, undisturbed material, whichever is deeper. The material can be considered firm if it cannot be penetrated by thumb except with moderate effort.
13. If firm material has not been reached within a depth of 3 feet, excavate 3 feet beyond the perimeter of the pad and backfill the entire excavated area to the required grade and to the requirements of Note 14.
14. In case it has been necessary to excavate deeper than the required grade to reach firm material, backfill to the required grade in one of the following ways:
A. Backfill with clean, non-expansive soil compacted to 90% of maximum density. Soil shall be placed in layers not more than 8 inches thick before compaction. Maximum density and in-place density is to be determined by California Test Method No. 216-G, Part I and II respectively, or by ASTM D-1556 and ASTM D-1557 respectively. A copy of the test results may be required by PG&E.
B. Backfill with soil-cement slurry consisting of one sack of Portland cement per cubic yard and clean native soil or When slurry is used as a backfill material, the customer will not be required to use a poured-in-place pad.
15. In areas of known soft soil conditions, trenches within the pad excavation area for the installation of conduits shall be backfilled in one of the ways specified in Note
14. 16. In addition to the above, precast pads shall be placed on a 3-inch layer of slurry backfill or sand screened level to provide uniform bearing.
Conduit windows shall be grouted with non-shrink grout (asphalt or blacktop is not approved for grouting).
17. Concrete shall be designed to attain a strength of 2,500 pounds per square inch (psi) at 28 days. Slump for concrete placement shall not exceed 3 inches.
Reinforcing steel shall be per ASTM A615, Grade 40 minimum.
18. A minimum distance of 6 feet shall be maintained between ground rods.
19. Wood-float or light broom finish the top of the slab. Finish all exposed edges with a finishing tool. Vertical edges shall have a 3/4-inch chamfer. Slope exposed horizontal surfaces slightly for drainage. Moist-cure concrete for at least 7 days after pouring. Do not install transformer until 14 days after pouring concrete. See Note 21 for exceptions to this requirement.
20. The transformer may be installed earlier than the 14 days specified above, provided the concrete has attained a compressive strength of at least 1,500 psi obtained as follows (this procedure is permitted only for urgent cases where earlier pouring of pad is not practical):
A. For a six-sack mix using normal Portland cement, the transformer may be installed after 7 days; or for a six-sack mix using high early-strength cement, the transformer may be installed after 72 hours.
B. All concrete must be moist-cured to the minimum period specified above before installing the transformer.
C. Verify the required strength by either concrete cylinder test or Schmidt hammer test.
22. Belled ends of conduits should be placed approximately 1 inch above the concrete pad surface. If belled ends are removed, install end bell fittings. Temporarily plug or cap all conduits.
23. Only PG&E-approved utility electric-service-related equipment and structures may be installed in the area beneath the transformer pad. The area 6 feet deep and 12 inches horizontally around the pad shall be free of all foreign substructures.
Construction Notes for Precast Pads
24. Concrete shall be designed to attain a strength of 2,500 psi in 28 days.
25. Inserts and securing of inserts shall be of sufficient strength to lift the pad. A minimum of three inserts with 7/8-inch diameter, UNC thread and 2-1/4 inch inside depth, steel, galvanized with temporary plugs shall be provided.
26. Inserts shall be installed flush with the surface of the pad.
27. Reinforcing bars shall be as per ASTM A615, Grade 40 minimum.
28. All exposed edges shall have a 3/4-inch chamfer or radius.
29. Surface shall have a light broom or wood-float finish.
30. The surface of the pad shall be level and flat.
31. Precast pads shall be permanently identified with manufacturer’s name (for location see detail) and have the weight stenciled on top of the pad SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
DETAILS
E701
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 111
S
S
S
S
GENERAL NOTES GENERAL NOTES SYSTEMS LEGEND/SYMBOLS
SCOPE OF WORK TELECOM
SCOPE OF WORK PAGING
DRAWING LIST
PAGING AND MUSIC SYSTEM OVERHEAD CEILING
SPEAKER
AV SYSTEM OVERHEAD SPEAKER CEILING
MOUNTED
PAGING OR MUSIC SYSTEM WALL OR SURFACE
SPEAKER
PAGING OR MUSIC SYSTEM WALL OUTDOOR
SURFACE MOUNTED SPEAKER
DESK MOUNTED MULTI ZONE MICROPHONE
SYMBOL DESCRIPTION MODEL # BACK BOX
11/4" CONDUIT STUB TO
CEILING SPACE OR J-HOOK
PATH
1" CONDUIT STUB
TO CEILING SPACE
(2) 11/4" CONDUIT STUB
TO CEILING SPACE FOR
TELECOM AND AV
WAP-ENCL OR
EQUAL
MANUFACTURER
WIREMOLD/LEGRAND
TYPICAL J-HOOK PATH WAY ABOVE CEILING
DATA OUTLET, WALL PHONE 630B8 MOUNT STYLE WITH CAT6A
AND RJ45 OUTLET, STUB TO CEILING AND ACCESSIBLE SPACE.
TYPICAL FIRE SLEEVE THROUGH WALL, 4" MINIMUM FS SERIES
WIREMOLD
FLAMESTOPPER
NOTES
SEISMIC BRACE AS
REQUIRED
1. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND DEFINE TYPICAL SYMBOLS, AND SYSTEMS OF SYMBOLS, WHICH MAY OCCUR ON THE TELECOMMUNICATIONS DRAWINGS. THE ILLUSTRATION OF A
SYMBOL, OR SYSTEM OF SYMBOLS, ON THIS SHEET DOES NOT NECESSARILY INDICATE THAT THE BUILDING ITEM OF THE DESCRIBED SYSTEM BY THE SYMBOL IS USED AS PART OF THIS PROJECT.
REFER TO THE PLANS, ELEVATIONS, SECTIONS, SCHEDULES, DETAILS, AND SPECIFICATIONS TO DETERMINE THE SCOPE OF THE WORK.
2. THE WORK - INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH THE
MINIMUM REQUIREMENTS OF THE GOVERNING LAWS, ORDINANCES, AND REGULATIONS OF ALL
FEDERAL, STATE, AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT, AS WELL AS THOSE GREATER REQUIREMENTS INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE
CONTRACT DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING LAW, ORDINANCE, OR REGULATION.
3. THE TELECOMMUNICATIONS DRAWINGS ARE PART OF THE OVERALL PROJECT DRAWINGS WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED BY THE "INDEX OF DRAWINGS". THE WORK
DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK AND
REQUIREMENTS DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. MANAGE, SUPERVISE, REVIEW,
AND COORDINATE THE WORK OF SUB-CONTRACTORS, TRADES, AND SUPPLIERS WITH THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION AND TO
ASSURE THAT PARTIES ARE AWARE OF REQUIREMENTS, REGARDLESS OF WHERE THE
REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MAY AFFECT THE WORK OF THAT PARTY.
4. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND
EXACT LOCATION OF EXPOSED ELEMENTS OF THE WORK OF TRADES, INCLUDING THAT WORK THAT IS ILLUSTRATED PRIMARILY ON THESE DRAWINGS. LOCATIONS SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATIONS.
5. MAINTAIN A COPY OF THE SPECIFICATIONS AND DRAWINGS AT THE JOB SITE. PRESENT THE SPECIFICATIONS AND DRAWINGS UPON REQUEST. MAINTAIN DAILY MARKUPS OF ACTUAL INSTALLATION AND PRESENT FOR REVIEW UPON REQUEST.
6. REFER TO WRITTEN SPECIFICATIONS FOR PROJECT SCOPE, GENERAL REQUIREMENTS, PRODUCT SPECIFICATIONS, AND INSTALLATION REQUIREMENTS. WHERE QUANTITY AND QUALITY DIFFER, THE HIGHER OF EACH SHALL PREVAIL.
7. PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES FOR A FULLY FUNCTIONAL SYSTEM THAT
MEETS INTENDED DESIGN WHETHER EXPRESSLY SPECIFIED OR NOT AND ALL INCIDENTALS PERTAINING TO THE INSTALLATION TO FORM A COMPLETE AND WORKING SYSTEM.
8. PROVIDE MATERIALS AND EQUIPMENT LISTED BY UNDERWRITERS LABORATORIES FOR THE PURPOSE USED AND BEARING THEIR LABEL.
9. PRIOR TO PERFORMING WORK, IMMEDIATELY NOTIFY THE OWNER, OR OWNER'S REPRESENTATIVE,
IN WRITING OF OBSERVATIONS OR CONDITIONS DISCOVERED THAT WOULD PREVENT INSTALLATION ACCORDING TO DRAWINGS AND SPECIFICATIONS.
10. BRING A SET OF MARKED UP PLANS TO WEEKLY CONSTRUCTION MEETINGS FOR OWNER'S, OR
OWNER'S REPRESENTATIVE'S, APPROVAL PRIOR TO PRODUCTION OF AS-BUILT DRAWINGS FOR RECORD DOCUMENTATION.
11. REMOVE ABANDONED CABLING LEFT OVER CONDUIT, WIRE, SCRAPS, ETC. LEAVE PREMISES CLEAN AND FREE OF TRASH OR DEBRIS RESULTING FROM WORK. AND PROPERLY RECYCLE APPLICABLE MATERIAL ACCORDING TO ALL CODE REQUIREMENTS FOR SUCH MATERIAL.
12. INSTALL EQUIPMENT, DEVICES, AND PATHWAYS, SUCH AS CABLE TRAY, RUNWAY, CONDUITS, CABLE HANGERS, AND PULLBOXES, ETC., ACCORDING TO STATE AND LOCAL CODES AND REGULATORY REQUIREMENTS FOR SEISMIC BRACING.
13. CONDUIT ROUTING, WHERE SHOWN ON DRAWINGS, IS DIAGRAMMATIC IN NATURE. FIELD DETERMINE CONDUIT ROUTES TO SUIT FIELD CONDITIONS WHILE CONFORMING TO SPECIFICATIONS. PREPARE SHOP DRAWINGS SHOWING EXACT CONDUIT ROUTES, INDICATING PENETRATION TYPES (e.g., FRAMED WALL, CONCRETE WALL, ETC.). COORDINATE REQUIREMENTS WITH OTHER TRADES.
14. INSTALL CONDUIT PATHWAYS PER TIA/EIA-568-B AND BICSI TDMM AND BEST INDUSTRY STANDARDS AND PRACTICES.
15. ROUTE CONDUIT, CABLE TRAYS, J-HOOKS AND OTHER PATHWAYS PERPENDICULAR OR PARALLEL TO BUILDING LINES, IN GENERAL. CABLING INSTALLED AT ANGLES AND SKEWED ABOVE CEILINGS WILL NOT BE ALLOWED.
16. CONDUITS WITH LESS THEN 2" INSIDE DIAMETER WILL HAVE A BEND RADIUS OF NO LESS THAN 6 TIMES THE INSIDE DIAMETER. CONDUITS WITH A 2" OR GREATER INSIDE DIAMETER WILL HAVE A BEND RADIUS OF NO LESS THAN 10 TIMES THE INSIDE DIAMETER.
17. CONDUIT RUNS SHALL NOT EXCEED 180 DEGREES OR TWO 90-DEGREE BENDS WITHOUT AN
APPROPRIATE NEMA RATED PULL BOX OR/AND INCREASE CONDUIT BY ONE TRADE SIZE FOR EACH ADDITIONAL BEND OF UP TO 90 DEGREES, UNLESS LAST BEND IS WITHIN 12 INCHES OF THE CONDUIT END.
18. WHEN ROUTING CONDUIT IN CONCRETE, MAINTAIN A GRADUATED BEND RADIUS TO MAINTAIN CONDUIT CAPACITY. THE USE OF 90-DEGREE 'ELBOW' FITTINGS IS EXPRESSLY PROHIBITED UNLESS PRIOR AUTHORIZATION IS RECEIVED FROM OWNER, OR OWNER'S REPRESENTATIVE, IN WRITING.
19. PROPERLY FIRE SEAL CONDUIT AND RACEWAY PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS TO MAINTAIN THE FIRE SEPARATION RATING. PROVIDE FIRE SEALING ASSEMBLIES THAT ARE UL LISTED FOR THE APPLICATION. COORDINATE REQUIREMENTS WITH LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. DO NOT MIX PRODUCTS BETWEEN MANUFACTURED ASSEMBLIES.
20. PROVIDE EXPANSION/DEFLECTION FITTINGS FOR CONDUITS AT STRUCTURAL EXPANSION JOINT CROSSINGS.
21. PROVIDE PLASTIC BUSHINGS ON EXPOSED ENDS OF CONDUIT AND SLEEVES, WHETHER VISIBLE OR NOT.
22. PROVIDE EMT 4" TRADE SIZE CONDUITS FOR BACKBONE PATHWAYS WITH 40" MINIMUM BEND RADIUS FITTINGS, UON.
23. PROVIDE MINIMUM OF 1 INCH SIZE CONDUIT FOR HORIZONTAL DISTRIBUTION AND TELECOMMUNICATIONS DEVICES. CONSOLIDATION OF CONDUITS IS ALLOWED WHEN EQUAL OR GREATER CONSOLIDATED AREA IS PROVIDED.
24. PROVIDE DEDICATED CONDUIT STUB PER TELECOMMUNICATIONS DEVICE BOX. DAISY-CHAINING DEVICE BOXES IS PROHIBITED UNLESS SPECIFICALLY NOTED ON FLOOR PLANS.
25. CONDULET ("LB", ETC.) FITTINGS ARE EXPRESSLY PROHIBITED FOR TELECOMMUNICATIONS SYSTEM PATHWAYS.
26. PROVIDE A PULL STRING OR PULL ROPE IN EMPTY/UNUSED DISTRIBUTION CONDUITS AND CONDUITS SERVING TELECOMMUNICATIONS DEVICES SUITABLE FOR A 200 LB PULL TENSION MINIMUM.
27. PROVIDE DEDICATED SUPPORTS (e.g., CLIPS & WIRES) FOR CABLE SUPPORT HANGERS (OR SIMILAR PATHWAY COMPONENTS) INTENDED FOR TELECOMMUNICATIONS CABLES.
THIS PROJECT CONSISTS OF NEW CABLING INFRASTRUCTURE, CONSISTING OF CAT-6A HORIZONTAL CABLING TO ALL LOCATIONS SHOWN ON THE DRAWINGS. EACH STATION IS TO RECEIVE A COMPLIMENT OF 2 NETWORK CABLES AS LISTED WITHIN THE PROJECT SPECIFICATIONS. CABLING
SHALL ROUTE TO THE MDF/IDF TERMINATION ROOM, WHERE IT SHALL BE CONNECTED TO CATEGORY 6A PATCH PANELS, ALONG WITH INTERMEDIATE PATCH PANELS FOR VOICE PATCHING.
NEW J-HOOKS SHALL BE PROVIDED AND INSTALLED TO SUPPORT CABLING WITHIN THE BUILDING.
ALL CABLING SHALL BE TERMINATED, TESTED AND CERTIFIED PER EIA/TIA STANDARDS AND PROJECT SPECIFICATIONS.
TYIPCAL 6" WIDE VERTICAL CABLE MANAGER
TYPICAL 19" OPEN FRAME TELECOM RACK
TYPICAL FIRE RATED PLYWOOD IN TELECOM ROOMS
WALL MOUNTED WIRELESS ACCESS POINT ENCLOSURE &
CAT-6A DROP
DATA OUTLET(S) WALL MOUNT, 3 CAT6A ACTIVATIONS PER
LOCATION U.O.N.
TYPICAL XX" X 2" LADDER RACK CABLE TRAY OR AS NOTED
28. DO NOT SHARE SUPPORTS WITH OTHER TRADES/SYSTEMS, INCLUDING SECURITY AND/OR AUDIOVISUAL SYSTEMS. PROVIDE WIRES, HANGERS, ETC. SEPARATE FROM THE CEILING
SUPPORT SYSTEM AND OTHER INSTALLED SYSTEMS, A DEDICATED SUPPORT SYSTEM IS REQUIRED FOR TELECOMMUNICATIONS CABLING.
29. PROVIDE TELECOMMUNICATION CONDUITS FOR CABLING ROUTED THROUGH NON-ACCESSIBLE CEILING SPACE (e.g., 'HARD LID' CEILING), UON. SIZE CONDUITS TO MAINTAIN A FILL CAPACITY NO LESS THAN 40% PLUS 50% SPARE CAPACITY.
30. INSTALL TELECOMMUNICATIONS DEVICES AT HEIGHTS NOTED ON SYMBOLS LIST OR DEVICE SCHEDULE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR STATED IN SPECIFICATIONS.
MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE. REFER
TO ARCHITECTURAL ELEVATION DRAWINGS FOR ADDITIONAL INFORMATION OR EXACT LOCATIONS OF WALL/CEILING/FLOOR MOUNTED DEVICES. VERIFY HEIGHTS ARE THE SAME AS
ACCOMPANYING POWER RECEPTACLES AND NOTIFY OWNER, OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY.
31. PROVIDE A 24" MINIMUM SEPARATION BETWEEN 'BACK-TO-BACK' TELECOMMUNICATION POWER OR SIGNAL DEVICES IN FRAMED WALLS.
32. DO NOT TIE CABLES TO OTHER STRUCTURES NOT INTENDED FOR THIS SPECIFIC USE. DO NOT TIE CABLES TO CABLE TRAY.
33. ROUTE TELECOMMUNICATIONS CABLES PERPENDICULAR OR PARALLEL TO BUILDING LINES, IN GENERAL. ROUTE TELECOMMUNICATIONS CABLES NO LESS THAN 6 INCHES FROM ANY POWER SOURCE OR FLORESCENT LIGHTING FIXTURE, AND NO LESS THAN 4 FEET FROM ANY TRANSFORMER OR MOTOR.
34. GROUP AND DRESS EXPOSED TELECOMMUNICATIONS CABLE GROUPS USING VELCRO TIES, UON. GROUP NO MORE THAN 20 CABLES IN A SINGLE BUNDLE AS ESTABLISHED FOR PoE EQUIPMENT.
35. LABEL TELECOMMUNICATIONS CABLES ACCORDING TO SPECIFICATIONS. PROVIDE LABELS AT BOTH ENDS, FACEPLATES, PATCH PANELS, ETC. LABELING SCHEMA SHALL BE COORDINATED SO
THAT ALL LABELING, WHETHER ON FACEPLATE OR CABLE MATCHES CABLE DESCRIPTORS END TO END. PROVIDE SAMPLE LABELS TO THE OWNER, OR OWNER'S REPRESENTATIVE AND OBTAIN
WRITTEN APPROVAL PRIOR TO LABELING (VERIFY FORMAT AND REQUIRED FIELDS OF INFORMATION).
36. COMPONENTS NOT RELATED TO THE SUPPORT OF THE TELECOMMUNICATIONS ROOM(S) FUNCTION (E.G.,PIPING, DUCTWORK, PNEUMATIC TUBING, ETC.) SHALL NOT BE INSTALLED IN, PASS THROUGH, OR ENTER THE TELECOMMUNICATIONS ROOM.
37. IT IS FORBIDDEN TO ROUTE ANY LIQUID CARRYING SYSTEMS, INCLUDING VALVES OR RUBBER
TUBING COMPONENTS CONTAINING LIQUID THROUGH TELECOM ROOMS AND SPACES
38. CONDUIT AND INFRASTRUCTURE FOR TELECOM SHALL BE COORDINATED BETWEEN ELECTRICAL
CONTRACTOR AND TELECOM CONTRACTOR
DATA OUTLETS FLOOR MOUNTED 3 CAT6A ACTIVATIONS EVOLUTION 8AT WIREMOLD/LEGRAND TYPICAL 18" LADDER RACK WALL BRACKET SUPPORT
TYPICAL 15" CENTER HUNG LADDER RACK SUPPORT
BLINE OR EQUAL
BLINE OR EQUAL
BLINE,
CHATSWORTH OR
PANDUIT
BLINE,
CHATSWORTH OR
PANDUIT
BLINE,
CHATSWORTH OR
PANDUIT
BLINE,
CHATSWORTH OR
PANDUIT
GROUND VALUT OR MANHOLE , SEE PLANS FOR TYPE & SIZE CHRISTY OR EQUAL
EMERGENCY PHONE DIALER, SEE SPECS
(EMER)
1" CONDUIT STUB
TO CEILING SPACE
WAP-ENCL OR
EQUAL
CEILING MOUNTED WIRELESS ACCESS POINT WIREMOLD/LEGRAND
ENCLOSURE & CAT-6A DROP
TYPICAL XX" X 2" WIRE BASKET CABLE TRAY OR AS NOTED
TYPICAL 19" OPEN FRAME 4 POST TELECOM RACK
SEISMIC BRACE AS
REQUIRED
DAS ANTENNA LOCATION
1" CONDUITS, DATA OUTLET
SHALL TERMINATE WITHIN
24" OF CAMERA
DATA DROP FOR CCTV POE CAMERA CAT6A ACTIVATION,
SEE PLANS FOR HT.
TGMB MAIN TELECOMMUNICATIONS GROUND BUSS BAR
FUTURE CAMERA
LOCATION PROVIDE
PULL STRINGS
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
ROUTE DIRECT TO
IDF/MPOE ROOM
THIS PROJECT CONSISTS OF NEW ZONED PAGING / PUBLIC ADDRESS SYSTEM WHICH SHALL INCLUDE
ALL AMPLIFIERS, ZONE CONTROLLERS, CABLING, INDOOR AND OUTDOOR SURFACE OR FLUSH MOUNTED SPEAKERS. PROVIDE ALL CONDUIT INFRASTRUCTURE TO SUPPORT THE PAGING SYSTEM.
CABLING AND AREAS SHALL BE ZONED FOR INTERIOR , EXTERIOR AND ALL CALL AREAS VIA THE ZONE CONTROLLER AND SYSTEM AMPLIFIERS.
THE SYSTEM SHALL OPERATE ON 25V OR 70V CONSTANT VOLTAGE TYPE SPEAKERS.
A ZONE CONTROLLER DIAL UP INTERFACE SHALL BE PROVIDED VIA PHONE AT THE RECEPTION
STATION AS WELL AS A TELEPHONE INTERFACE TO THE ANALOG OR IP BASED CUSTOMER PHONE SYSTEM
AV
TYPE
WP
CEILING
CEILING
+96" TO +108"
+96" TO +108"
DESK
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SYMBOLS,
ABBREVIATIONS,
GENERAL NOTES
AND DRAWING LIST
T001
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 112
RETNE T ON OD
PICNIC
TABLE
RETNE T ON OD
UP
UP
MAGNOLIA AVE.
BONITA AVE.
EXISTING BUILDING
EXISTING TENNIS COURTS
PLAN
NORTH
HILLSIDE AVE.
EXISTING RESIDENCE
EXISTING RESIDENCE
VISTA AVE.
NEW BUILDING
TYPE 5 CONSTRUCTION,
FULLY SPRINKLERED
EXISTING PARKING
NEW SWIMMING POOL
NEW ACTIVITY
POOL
NEW POOL
EQUIPMENT
STORAGE
MAIN TENNIS COURT ENTRANCE
EXISTING BLEACHERS
EXISTING PARKING
EXISTING PARKING
BIORETENTION AREA
(S.L.D. & S.C.D.)
AT&T
SB2163
1 2
3 4
5 2
2 2
2 5
5 5
5 6
6 6
6 6
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
SHEET NOTES
GENERAL NOTES
LEGEND
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SITE
PLAN-TELECOM
T101
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1" = 20'-0" 1
SITE PLAN - TELECOM
APROXIAMTE LOCATION FOR AT&T GROUND BOX
CONNECT TO EXISTING BOX WITH NEW CONDUIT
NEW 3" CONDUIT FROM EXISTING GROUND BOX TO TELECOM
BACKBOARD
NEW GROUND / PULL BOX SECTION FOR TELECOM
NEW 2" AND 3" CONDUIT TO TELECOM BACK BOARD LOCATION
NEW 1 1/2" CONDUITS UNDERGROUND FOR WIFI AND AUDIO
VISUAL CABLING TO POLES
TYPICAL DATA OUTLETS FOR WI-FI AND CCTV CAMERAS AT
POLES
1 2
3 4
5 6
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 113
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101
JUICE BAR
103
FIRST AID
104
LIFE GUARD
105
POOL MECH.
113
CHLOR
115
WOMEN'S
LOCKER
106
MEN'S LOCKER
107
535 SF
PARTY ROOM
111
PUMP PIT
0' - 0"
ACID
114
POOL OFFICE
102
ELECTRICAL/
TELECOM
116
RECYCLING
117
TRASH /
ORGANICS
118
FIRE RISER
119
ACTIVITY POOL
SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH
VESTIBULE
112
SF4
FAMILY RM
110
FAMILY RM
109
JANITOR
108
+108" AFG/AFF
+108" AFG/AFF
WP
WP
1 2
3 4
5 6
7 8
CCTV
CCTV
CCTV
CCTV
CCTV
CCTV
9 11
10 11
11 +42"
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FLOOR PLAN -
LEVEL 1 TELECOM
T201
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - TELECOM
TYPICAL WALL MOUNTED DATA OUTLETS
TYPICAL DATA OUTLET FOR CCTV SECURITY CAMERA
TYPICAL DATA OUTLET FOR WIRELESS ACCESS POINT IN
CEILING
TYPICAL DATA OUTLET FOR CEILING MOUNTED CCTV
CAMERA
TYPICAL ABOVE COUNTER DATA OUTLET
TYPICAL DATA OUTLET FOR ELECTRICAL MSB
TYPICAL DATA OUTLET AT FIRE ALARM PANEL
TYPICAL DATA OUTLET FOR DIGITAL SIGNAGE
TYPICAL FLOOR DATA OUTLETS IN OFFICE
TELECOM BACKBOARD ON THIS WALL 8' WIDE 96" TALL
TELECOM DATA RACK WITH A/V AND SECURITY EQUIPMENT
1 2
3 4
5 6
7 8
9 10
11 REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 114
2 3 4 5 6 7 8
A
B
E
C
D
1 MECH.
201
1" / 12"
RESTROOM
204
STORAGE/
CUSTODIAL
203
RESTROOM
205
RESTROOM
206
ROOF AREA
202
TERRACE
200
TYP.
DN
TYP.
ROOF
MECHANICAL
AREA
1 2 3 4 5 6 7 8
A
B
C
D
E
1 PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
ROOF PLAN -
TELECOM
T205
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
HIGH ROOF PLAN - TELECOM
1 TYPICAL WIRELESS ACCESS POINT OUTLET AND HOUSING FOR WIRELESS AP BY OTHERS
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 115
1.75 3.5
5.25 7
8.75 10.5
12.25 14
15.75 17.5
19.25 21
22.75 24.5
26.25 28
29.75 31.5
33.25 35
36.75 38.5
40.25 42
43.75 45.5
47.25 49
50.75 52.5
54.25 56
57.75 59.5
61.25 63
64.75 66.5
68.25 70
71.75 73.5
75.25 77
Rack
Space
Height
(inches)
7' 0"
7 feet
6 feet
5 feet
4 feet
3 feet
2 feet
1 foot
Finished Floor Elevation - 0 feet
Desktop
High
Reach
Standing
Eye
Level Preferred
Display
Area
Seated
Eye Level
LEVITON
U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
35 36
37 38
39 40
41 42
3 34
43 4
45 46
47 48
19 20
21 2
23 24
25 26
17 18
27 28
29 30
31 32
3 4
5 6
7 8
9 10
1 2
1 12
13 14
15 16
U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
35 36
37 38
39 40
41 42
3 34
43 4
45 46
47 48
19 20
21 2
23 24
25 26
17 18
27 28
29 30
31 32
3 4
5 6
7 8
9 10
1 2
1 12
13 14
15 16
U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
35 36
37 38
39 40
41 42
3 34
43 4
45 46
47 48
19 20
21 2
23 24
25 26
17 18
27 28
29 30
31 32
3 4
5 6
7 8
9 10
1 2
1 12
13 14
15 16
LEVITON
SCALE:
1 DATA RACK EQUIPMENT ELEVATION
1 2
3 4
5 6
1 RACK POWER PDU
TYPICAL 2RU CABLE MANAGER
TYPICAL 1 RU HIGH DENSITY PATCH PANEL
48 PORT
TYPICAL OFOI 1 RU SWITCH 48 PORT
3 RU UPS OFOI
19" RACK / FRAME / CABINET
PAGING EQUIPMENT MOUNTS BELOW
DATA CABLING
1 2
3 4
5 6
7 7
- NONE
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
TELECOM BLOCK
RISER DIAGRAMS
T501
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 116
SCALE:
CAT6PS
SCALE: SCALE:
8 TYPICAL POLE MOUNTED OUTDOOR SPEAKER DETAIL 7 WALL DISPLAY TYPICAL MOUNTING AND CONNECTION DETAIL 4 DATA OUTLET AT WAP 3 NOT USED
1 WALL RACK MOUNTING FOR STUD WALL - TYPICAL
Single Gang
Backbox
Data Faceplate
Electrical conduit to ceiling
1"
Data
conduit
Speaker 1" conduit to speakers
- NONE - NONE
BLANK INSERT
CAT-6 RJ-45
MODULE
SURFACE MOUNT BOX
LABELING
WINDOW TOP OF BOX
72" TO
TOP OF
CABINET
FINISHED
CEILING
24.5"
24"
12"
36"
12"
48"
(2)-3/8" 24"
21.25"
4"
4"
4"
4"
24" CABINET
36" CABINET
48" CABINET
16"O.C.
TYP
WOOD CONNECTION
WOOD CONNECTION
WOOD CONNECTION
20" 32" 44"
FLOOR
∅x3 1/2"
LAG BOLT. TYP.
FOR 48" CABINET:
(6)-3/8" ∅x3-1/2"
LAG SCREWS
FOR 24" CABINET:
(4)-3/8" ∅x3-1/2"
LAG SCREWS
FOR 36" CABINET:
(4)-3/8" ∅x3-1/2"
LAG SCREWS
3/4" PLYWOOD, TO SPAN
3 STUDS MINIMUM.
EXSITING
STUDS
DATA CABINET
IN VARYING SIZES
24, 36 OR 48"
#14 WOOD SCREW OR
1_
4 " LAG,
TYPICAL. SPACING AND
NUMBER TO
SCREWS ON EACH AND
TO MATCH CABINET.
72" CABINET
12"
60" 70"
1/4" QUICK LINK
1/4" QUICK LINK
1/4" TURNBUCKLE LINK
14-16' AFG
GRADE
OUTDOOR SPEAKER
POLE MOUNT
BRACKET
RATED CABLE
IN POLE IN
1_
2 " OR 3_
4 " SMURF
DRILL POLE
AS NECESSARY
FOR CABLE EXIT
LIGHT
POLE AND BASE BY
OTHERS
3/4" CONDIUT FOR
70V LINE SIGNAL
CABLE
- NONE
SCALE: NONE
A
B
12 3 5
XX-XX
A
B
12 3 5
A
B
5312
XX-XX
XX-XX
BLANK
INSERT
BLANK
INSERT
CEILING
TILE
SUPPORT
BRACKET
BOX WITH CABLE CONNECTOR
4S JUNCTION BOX
W/EXTENSION RING OR
NON-FEED CROSS
BRACKET
SUPPORT WIRES
(MINIMUM (2)#12
GAUGE)
T-BAR CEILING GRID
REFER TO PLANS FOR
TYPE AND LOCATIONS
T-BAR SUPPORT
CLIP
CEILING OUTLET SUPPORT/MOUNTING DETAIL
SCALE: NONE
2 OPEN RUN CAT6
CABLE
OPEN AREA FOR POWER/SIGNAL
OR IN-WALL BOXES
TYPICAL DISPLAY OUTLINE
ADJUST TILT
AS REQUIRED
80" - 96" MAX
CHIEF PAC526FWP4
TO CEILING SPACE TO CEILING SPACE
TO FLOOR
CONDUITS
TO FLOOR
CONDUITS
60" - 72" TO CL
VARIES ON
DISPLAY HEIGHT
72" - 80"
VARIES ON
DISPLAY
HEIGHT
SCALE: NONE
6 TYPICAL 2 PORT DATA OUTLET - NEW
5 TYPICAL WALL PHONE OUTLET - NEW
SCALE: NONE
SCALE: NONE
1 1/4" CONDUITS1 1/4" CONDUITS
STUDSTUD
STUD
STUD
48" MAX.
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
TELECOM DETAILS
T701
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 117
SCALE:
2 (NON-ACCESSIBLE CEILING)
4 HORIZONTAL CABLE ROUTING DIAGRAM 1 HORIZONTAL CABLE ROUTING DIAGRAM
HORIZONTAL CABLE ROUTING DIAGRAM
5 FIRESTOP FRAMED GYPSUM WALLS "EZ-PATH"
3 TGB BONDING AND LABELING
USER SPACE
WALL, TYP
TO TELECOM ROOM
USER SPACE
TO TELECOM ROOM
WALL, TYP
DECK ABOVE
USER SPACE
SECONDARY
HORIZONTAL PATHWAY
(CABLE HANGER)
DECK/FLOOR
WALL, TYP
DECK / FLOOR
ABOVE
TO TELECOM ROOM
ACCESSIBLE CEILING
ACCESSIBLE CEILING
SPACES
NON-ACCESSIBLE
CEILING SPACES
ACCESSIBLE CEILING
SPACES
NON-ACCESSIBLE
CEILING SPACES
DECK/FLOOR
DECK/FLOOR
DECK / FLOOR
ABOVE
THIS DIMENSION WILL VARY PER FIELD CONDITIONS & DWGS.
AV CONTROL BOX (REFER TO
AV DRAWINGS FOR
REQUIREMENTS)
CONDUIT IN WALL FOR PATCH CORD
(REFER TO AV DRAWINGS FOR CONDUIT
REQUIREMENTS)
SECONDARY
HORIZONTAL PATHWAY
(CONDUIT)
CONDUIT IN WALL
OUTLET BOX
CONDUIT STUBBED
INTO ACCESSIBLE
CEILING SPACE
CONDUIT IN WALL
OUTLET BOX
PRIMARY
HORIZONTAL
PATHWAY
(CABLE TRAY
OR J HOOKS)
CABLES
GYPSUM BOARD
WALL STUD
-
A
FIRESTOP SYSTEM
"EZ-PATH" DEVICE FIRESTOP
SYSTEM
"EZ-PATH"
DEVICE
STI SpecSeal 100, 101,
102, 105, 120 or 129
Sealant, SpecSeal LCI
Sealant, SpecSeal LC150
Sealant, Pensil 300 Sealant
or SpecSeal Series SIL300
Sealant
STI SpecSeal 100, 101, 102, 105, 120 or
129 Sealant, SpecSeal LCI Sealant,
SpecSeal LC150 Sealant, Pensil 300
Sealant or SpecSeal Series SIL300 Sealant
STI SpecSeal 100, 101,
102, 105, 120 or 129
Sealant, SpecSeal LCI
Sealant, SpecSeal LC150
Sealant, Pensil 300 Sealant
or SpecSeal Series SIL300
Sealant
PRIMARY
HORIZONTAL
PATHWAY
(CABLE TRAY
OR J HOOKS)
PRIMARY
HORIZONTAL
PATHWAY
(CABLE TRAY
OR J HOOKS)
TGB-2.1
LABEL: TGB-2.1
LABEL: TO BLDG STEEL
LABEL: TO TMGB-1.1
BONDING CONDUCTOR
TO BLDG STEEL
LABEL: TO TGB-3.1
GROUND BUSBAR
NOTES:REFER TO ROOM PLANS FOR BUSBAR MOUNTING LOCATION. REFER TO GROUNDING RISER DIAGRAM FOR LIST OF EQUIPMENT REQUIRING GROUNDING.
ITEMS SHOWN HERE ARE AN EXAMPLE.
TBC, INSULATED
CONDUCTOR TO TGB
TBB, INSULATED
CONDUCTOR TO TMGB
SECONDARY
HORIZONTAL PATHWAY
(CABLE HANGER)
CABLE SLACK COILED AT
NEAREST HANGER SUPPORT TO
OUTLET
CABLE SLACK
(INSIDE TRAY)
CABLE SLACK COILED AT
NEAREST HANGER SUPPORT TO
OUTLET
CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS
SECTION A
F = 1 OR 2 HR
T = 3/4 OR 1 HR
UL SYSTEMS W-L-3219
CABLES
TO EQUIPMENT RACKS
BONDING CONDUCTOR
LABEL: TO EQMT RACKS
TO OVERHEAD CABLE SUPPORT
BONDING CONDUCTOR
LABEL:TO TRAY/RUNWAY
TO CONDUITS & OTHER PATHWAYS
BONDING CONDUCTOR
LABEL: TO CONDUIT
TO 110 BLOCKS
BONDING CONDUCTOR
LABEL: TO 110 BLOCKS
TELECOM CABLES
CAT425 FABRIC CRADLE
CAT425 METAL SUPPORT
METAL SUPPORT UNIT (DO
NOT EXCEED MORE THAN
40% FILL)
WIRE, SUSPENDED FROM
STRUCTURE ABOVE.
ATTACH TO STRUCTURE PER
STRUCTURAL ATTACHMENT
DETAILS
ATTACH TO STRUCTURE PER
STRUCTURAL ATTACHMENT
DETAILS
WIRE, SUSPENDED FROM
STRUCTURE ABOVE.
3" MAX.
1/4" DIAMETER CLOSED EYE
SCREW WITH FULL THREAD
EMBEDMENT (11/4" MIN.)
WOOD JOIST
12 GA. HANGER WIRE
3" X 1/4" DIAMETER CLOSED
EYE SCREW WITH 1" MIN.
PENETRATION INTO WOOD
12 GA. HANGER WIRE
12 GA. HANGER
WIRE MIN. 3 TURNS
FOR WOOD BEAM ATTACHMENT
90 LBS
MAX
60 LBS
MAX
SCALE: NONE
- SCALE: NONE SCALE: NONE SCALE: NONE
- NONE
12" MINIMUM
NOTE:1. SPACE CABLE HANGERS A MAXIMUM 5'-0" ON CENTER WITHIN LAYOUT SHOWN ON FLOOR PLANS.
2. SECURE CABLE HANGER TO DECK , JOIST, BEAM, ETC. TO MEET LOCAL AND STATE SEISMIC CODES.
3. REFER TO STRUCTURAL DRAWINGS FOR DECK OR STRUCTURE TYPE. SHOWN HERE FOR CLARITY ONLY.
4. REFER TO ARCHITECTURAL DRAWINGS FOR SUSPENDED CEILING TYPE. SHOWN HERE FOR CLARITY ONLY.
SUSPENDED CEILING
THIS DIMENSION WILL VARY PER FIELD CONDITIONS & DWGS. 12" MINIMUM NOTE:
SUSPENDED CEILING
1. SPACE CABLE HANGERS A MAXIMUM 5'-0" ON CENTER WITHIN LAYOUT SHOWN ON FLOOR PLANS.
2. SECURE CABLE HANGER TO DECK , JOIST, BEAM, ETC. TO MEET LOCAL AND STATE SEISMIC CODES.
3. REFER TO STRUCTURAL DRAWINGS FOR DECK OR STRUCTURE TYPE. SHOWN HERE FOR CLARITY ONLY.
4. REFER TO ARCHITECTURAL DRAWINGS FOR SUSPENDED CEILING TYPE. SHOWN HERE FOR CLARITY ONLY.
SCALE: NONE
6 NEW CABLE SADDLES AND J-HOOKS AND TELECOM CABLING SUPPORTS SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
TELECOM DETAILS
T702
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 118
RJ45 FBR
RACK
2 5 3
COPPER NETWORK RISER DIAGRAM
TELECOM GROUNDING RISER FIBER NETWORK RISER DIAGRAM
4 FLOOR BOX STATION CABLING ROUTING DIAGRAM (ACCESSIBLE CEILING) 1 FLOOR BOX STATION CABLING ROUTING DIAGRAM
TELECOM ROOM USER SPACE
WALL, TYP
NOTE: EXCEEDING (2) 90 DEGREE CONDUIT BENDS IS NOT ALLOWED. IF (3) 90 DEGREE BENDS ARE REQUIRED INCREASE CONDUIT SIZE TO NEXT TRADE SIZE.
DECK
ACCESSIBLE CEILING
TELECOM ROOM USER SPACE
WALL, TYP
NOTE: EXCEEDING (2) 90 DEGREE CONDUIT BENDS IS NOT ALLOWED. IF (3) 90 DEGREE BENDS ARE REQUIRED INCREASE CONDUIT SIZE TO NEXT TRADE SIZE.
ACCESSIBLE NON-ACCESSIBLE
DECK ABOVE
DECK OR FLOOR
CEILING
DECK OR FLOOR
TELECOM
OUTLET
SEE SPECS AND
SYMBOL
LEGENDS
9 5
1 4
XX-XX XX-XX
XX-XX
BLUE
AMMS/EMS OWNER
PROV
LAN
EQMT WHITE
AMMS/EMS
2 3
7 3
OUTLET FLOOR BOX
CONDUIT IN SLAB
CONDUIT IN WALL
SLEEVES LOCATED ABOVE USER
SPACE PRIMARY HORIZONTAL
PATHWAY
PRIMARY HORIZONTAL PATHWAY
(CABLE TRAY OR J-HOOKS)
OVERHEAD CABLE
SUPPORT
CONDUIT STUBBED
INTO ACCESSIBLE
CEILING SPACE
OVERHEAD CABLE SUPPORT
OUTLET FLOOR BOX CONDUIT IN SLAB
CONDUIT IN WALL
PRIMARY HORIZONTAL PATHWAY
(CABLE TRAY OR J-HOOKS)
SLEEVES LOCATED ABOVE USER
SPACE PRIMARY HORIZONTAL
PATHWAY
CONDUIT STUBBED ABOVE PRIMARY PATHWAY OVER
ACCESSIBLE CEILING SPACE
SECONDARY HORIZONTAL
PATHWAY, OVER
NON-ACCESSIBLE CEILING
ACCESSIBLE CONSOLIDATION
PULL POINT (PULL-BOX)
TELECOM
OUTLET
SEE SPECS AND
SYMBOL
LEGENDS
BUILDING ROOMS AND OFFICES BUILDING ROOMS AND OFFICES
MBGRB
8 13
6 XX-XX XX-XX
XX-XX
MDF/MPOE ROOM
4 11
10 12
13 6
5 CABLE SLACK
TERMINATION FIELD RACK
MOUNTED PANELS
SECONDARY HORIZONTAL
PATHWAY (CABLE
HANGER)
MINIMUM OF 10' SLACK COILED
AT NEAREST HANGER SUPPORT
TO OUTLET
CABLE SLACK
MINIMUM OF 10' CABLE SLACK
TERMINATION FIELD RACK
MOUNTED PANELS
ELECTRICAL MAIN BUILDING GROUND REFERENCE BUSBAR
(MBGRB). SEE ELECTRICAL DRAWINGS FOR MBGRB LOCATION.
PROVIDE INSULATED GROUND CONDUCTOR AS BCT, IN 1-1/4" EMT
CONDUIT FROM MBGRB TO TMGB-MPOE
PROVIDE "TMGB"-TYPE GROUNDING BUSBAR. REFER TO ROOM
PLAN FOR INSTALLATION REQUIREMENTS.
PROVIDE "TGB"-TYPE GROUNDING BUSBAR. REFER TO ROOM PLANS FOR INSTALLATION REQUIREMENTS.
PROVIDE TBC FROM TMGB/TGB TO NEAREST BUILDING STEEL.
PROVIDE TBC FROM TMGB/TGB TO CONDUITS. CONDUITS MAY BE
BONDED IN SERIES WITH 'LAST' CONDUIT BONDED TO TMGB/TGB.
USE ONLY ONE GROUNDING LUG PER CONDUIT.
PROVIDE INSULATED GROUND CONDUCTOR FROM TMGB TO TGB.
PROVIDE DEDICATED CONDUIT PATH FOR CONDUCTORS.
PROVIDE EXOTHERMIC WELD CONNECTING THE TBC TO THE TBB.
PROVIDE TBC FROM THE TBB TO TGB.
PROVIDE TBC FROM TMGB/TGB TO 110-BLOCK FRAMES. (BLOCK
FRAMES AND WIRE MANANERS MAY BE BONDED IN SERIES WITH
'LAST' MANAGER BONDED TO TMGB/TGB.)
PROVIDE TBC FROM TMGB/TGB TO EQUIPMENT RACK BAYS. (RACKS
MAY BE BONDED IN SERIES WITH 'LAST' RACK BONDED TO
TMGB/TGB.)
PROVIDE TBC FROM TMGB/TGB TO OVERHEAD CABLE TRAY.
PROVIDE TBC FROM TMGB/TGB TO FIBER-OPTIC BACKBONE CABLE. 1 2
3 4
5 6
7 8
9 10
11 12
13 SCALE: NONE
SCALE: NOINE SCALE: NONE
SCALE: NONE SCALE: NONE
TGB-SERVER ROOM
MAIN ELECTRICAL ROOM MPOE/MDF TRANSITION BACKBOARD AS APPLICABLE
TGB-MDF/MPOE
TGB-IDF
AQUATIC CNETER
(1) - 12 STRAND SM
FIBER OPTIC OSP
24 FPP
COMMUNITY CNTR
24 FPP
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
TELECOM DETAILS
T703
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 119
NO SCALE
NO SCALE
NO SCALE
NOTE:
DESIGNED TO WITHSTAND
H-20 WHEEL LOADINGS.
SUITABLE FOR USE IN
OFF-STREET LOCATIONS
WHERE NOT SUBJECTED
TO HIGH DENSITY TRAFFIC.
*
24" MIN.
SAND
SOIL SURFACE
4" SAND BED (MIN.) COMPACTED
CONCRETE OF SLURRY ENCASEMENT SHALL
APPLY AT THE FOLLOWING CONDITIONS:
1. MINIMUM CONDUIT DEPTH CANNOT BE
ATTAINED.
2. CONDUITS PASS UNDER SIDEWALKS,
ROADWAYS, DRIVEWAYS, RAILROAD
TRACKS AND AT BEND POINTS.
A #10 COPPER TRACER WIRE SHALL BE INSTALLED
WITH THE CONDUITS AD PLACED INSIDE EACH
HOLDHOLE/PULLBOX/MANHOLE WITH AN
ACCESSIBLE COIL SECURED AT THE LID.
COMMUNICATIONS WARNING TAPE SHALL BE
PLACED 18 INCLUDES FROM THE FINISHED GRADE
ABOVE THE ENTIRE LENGTH OF CONDUIT
12" SAND OR
NATIVE SOIL
(MIN.) AFTER
JETTING
12" NATIVE OR
IMPORT FINE
12" SAND OR
NATIVE SOIL
(MIN.) AFTER
JETTING
1 TRENCH CROSS-SECTION FOR
PAVED AREAS
2 TRENCH CROSS-SECTION FOR
NON-PAVED AREAS
3 JENSEN PRECAST VAULT 3660
4" A.C. FOR TRENCHES IN STREETS
3" A.C. FOR BIKE PATHS, A.C. SIDE
WALKS AND PARKING LOTS
18"
6" 6"
6" AB(CLASS II)
95% COMPACTION
SAW CUTSAW CUT
CONDUITS SHALL BE ENCASED IN
ORANGE SLURRY PER ABOVE NOTE. A
MIN OF 3-INCH COVER. SHOW
"COMMUNICATIONS" CABLE WARNING
TAPE @ 18-INCHES BELOW GRADE,
TRACER WIRE AND ALL CONDUITS TO
HAVE A MULE TAPE (LENGTH MARKED
TAPE) WITHIN THE CONDUITS.
COMMUNICATIONS
WARNING TAPE WTIH
TRACER WIRE
3"
ORANGE SLURRY
ENCASEMENT
24"
CONCRETE OR SLURRY ENCASEMENT SHALL BE
PROVIDED OVER DUCT BANK AT BENDS AND
SWEEPS, MINIMUM CONDUIT DEPTH CANNOT BE
ATTAINED, PASSING UNDER SIDEWALKS,
ROADWAYS, DRIVEWAYS AND RAILROAD TRACKS
CONDUITS & DUCT BANK
SPACERS, TIE AND
SECURE CONDUITS TO
SPACERS WHEN
STACKED
18"
COMMUNICATIONS
WARNING TAPE WTIH
TRACER WIRE
CONDUITS & DUCT BANK
SPACERS, TIE AND
SECURE CONDUITS TO
SPACERS WHEN
STACKED
A #10 COPPER TRACER WIRE SHALL BE
INSTALLED ALONG SIDE THE CONDUITS AND
PLACED INSIDE EACH
HANDHOLE/PULLBOX/MANHOLE WITH AN
ACCESSIBLE COIL SECURED AT THE LID.
COMMUNICATIONS WARNING TAPE SHALL BE
PLACED 18-INCHES BELOW THE FINISHED
GRADE ABOVE THE ENTIRE CONDUIT
INSTALLATION
3'-0" x 5'-0" x 3'-0" I.D.
AT&T / Pacific Bell
4"
3'
5' 9"
3' 9"
3' 4"
5'
3'
NO. 3660 ADJUSTABLE FRAME AND COVER ASSEMBLY
AVAILABLE IN PEDESTRIAN OR
INCIDENTAL TRAFFIC RATING
COVER INCLUDES:
* HEIGHT ADJUSTMENT BRACKETS
* TORSION ASSIT OPENING
* GUARD BARS
* "PACIFIC BELL" NAMEPLATE
* SLIP RESISTANT COVERS
(GALVANIZED STEEL OR POLYMER
COVERS ALSO AVAILABLE)
VAULT INCLUDES:
* 7/8" DIA. PULL IRONS (4EA.)
* 12" DIA. X 2" SUMP (1EA.)
* 1/2" DIA. PLASTIC INSERTS (16EA.)
* TERM-A-DUCTS PER CURRENT
PACIFIC BELL SPECIFICATIONS
* RACKING PACKAGE PER CURRENT
PACIFIC BELL SPECIFICATIONS
VAULT WEIGHT
3,810 LBS.
DRAWING MAY NOT CONFORM TO THE MOST CURRENT SPECIFICATION SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
TELECOM DETAILS
T704
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 120
S
S
1 CONDUIT WIRE FILL TABLE
GENERAL NOTES - AUDIO VISUAL SYSTEMS LEGEND/SYMBOLS
ABBREVIATIONS
CONDUIT RUN
CONDUIT TURNED DOWN
CONDUIT TURNED UP
DETAIL ANNOTION
KEYED NOTE ANNOTATION
FOCUS DETAIL ANNOTATION CALLOUTS
RF REMOTE ANTENNA FOR WIRELESS MIC
RF REMOTE ANTENNA FOR ADA HEARING SYSTEM
X WORK SCOPE CALL OUT / NOTE
CABLE SPIRAL OR TRAVELLER TYPE CABLE/WIRE ASSEMBLY
REMOTE CONTROL WALL SWITCH/DESK OR WALL MOUNT
SCR
SHURE
LISTEN TECH
TP-580R
ADA SYSTEM
LT-800-072
LR-300-072
HDMI
IN
AV
HDMI
OUT
AV
HDBT
OUT
AV
CX
AV
H-BR 2X M 801
SYMBOL DESCRIPTION MODEL # MANUFACTURER BACK BOX NOTES
A AMPERES
ACAMS ACCESS CONTROL AND ALARM
MONITORING SYSTEM
AFF ABOVE FINISHED FLOOR
AWG AMERICAN WIRE GAUGE
BAS BUILDING AUTOMATION SYSTEM
BDF BUILDING DISTRIBUTION FACILITY
C CONDUIT
CAT3 CATEGORY 3 TWISTED PAIR UTP CABLE
CAT5E CATEGORY 5E TWISTED PAIR UTP
CABLE
CAT6 CATEGORY 6 TWISTED PAIR UTP CABLE
CATV COMMUNITY ANTENNA TELEVISION
CEC CCTV EQUIPMENT CABINET
DIV DIVISION
(E) EXISTING
EC ELECTRICAL CONTRACTOR
EMS ELECTRIC MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
(F) FUTURE
FACP FIRE ALARM CONTROL PANEL
FATC FIRE ALARM TERMINAL CABINET
FO FIBER OPTIC
GC GENERAL CONTRACTOR
IDF INTERMEDIATE DISTRIBUTION
FACILITY
JB JUNCTION BOX
LCP LIGHTING CONTRAOL PANEL
MDF MAIN DISTRIBUTION FACILITY
MH MAINTENANCE HOLE
MM MULTIMODE FIBER OPTIC CABLE
MPOE MINIMUM POINT OF ENTRY
MT EMPTY
N NEW
NC NORMALLY CLOSED
NO NORMALLY CLOSED
NTS NOT TO SCALE
OC ON CENTER
OSP OUTSIDE PLANT
PB PULL BOX
PNL PANEL
PR PAIR (OF COPPER CONDUCTORS)
PVC POLYVINYL CHLORIDE
REX REQUEST TO EXIT
SAD SEE ARCHITECTURAL DRAWINGS
SEC SECURITY EQUIPMENT CABINET
SM SINGLEMODE OPTICAL FIBER
SCTP SCREENED TWISTED PAIR
STR STRAND(S) OF FIBER
STP SHEILDED TWISTED PAIR
TBB TELECOM BONDING BACKBONE
TBC TELECOM BONDING CONDUCTOR
TGB TELECOM GROUNDING BUSBAR
TMGB TELECOM MAIN GROUNDING BUSBAR
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
UTP UNSHEILDED TWISTED PAIR
V VOLTS
WP WEATHERPROOF
NOT ALL ABBREV. MAY BE
USED ON THIS PROJECT
CEILING PROJECTOR AND MOUNT ASSEMBLY PROJECTOR
WITH CHIEF MOUNT AND BRACKETS
Conduit Capacity Chart Technical Reference
Conduit Size 1/2
I.D. Inches
Permissible Area*
Cable O.D
Inch
.100
.125
.150
.175
.200
.225
.250
.275
.300
.325
.350
.375
.400
.425
.450
.475
.500
.525
.550
.575
.600
.625
.650
.675
.700
.725
.750
.775
.800
Cable Area
sq. Inch
.00785
.01227
.01767
.02405
.03142
.03976
.04909
.0594
.07069
.08296
.09621
.011045
.012566
.14186
.15904
.17721
.19635
.21648
.23758
.25967
.28274
.3068
.33183
.35785
.38484
.41282
.44179
.47173
.50265
15 10
7 5
4 3
2 1
1 1
1 1
1 1
1 1
1 0
0 0
0 0
0 0
0 0
0 0
0 27
17 12
9 6
5 4
3 3
2 1
1 1
1 1
1 1
1 1
1 1
1 1
0 0
0 0
0 0
44 28
19 14
11 8
7 6
5 4
3 3
2 2
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 WEST PENN WIRE
76 48
34 25
19 15
12 10
8 7
6 5
4 4
3 3
3 2
2 1
1 1
1 1
1 1
1 1
1 103
66 46
34 26
20 16
13 11
10 8
7 6
5 5
4 4
3 3
3 3
2 2
1 1
1 1
1 1
171
109
76 56
42 33
27 22
19 16
14 12
10 9
8 7
7 6
5 5
4 4
4 3
3 3
3 3
2 298
191
132
97 74
59 47
39 33
28 24
21 18
16 14
13 12
11 10
9 8
7 7
6 6
5 5
5 4
450
288
200
147
112
89 72
59 50
42 36
32 28
25 22
20 18
16 15
13 12
11 10
10 9
8 8
7 7
588
376
261
192
147
116
94 77
65 55
48 42
36 32
29 26
23 21
19 17
16 15
14 13
12 11
10 9
9 751
481
334
245
188
148
120
99 83
71 61
53 47
41 37
33 30
27 25
22 21
19 17
16 15
14 13
12 11
.622
0.12 3/4
.824
0.21 1
1.049
0.34 1 1/4
1.380
0.60 1 1/2
1.610
0.82 2
2.067
1.34 2 1/2
2.469
1.92 3
3.068
2.95 3 1/2
3.548
3.96 4
4.026
5.09 EXAMPLES:
Example A.
Sample Cable:
227- .260” O.D.
Example B.
Three different Cables:
227 - .260” sqd. = .0676
D434 - .411” sqd. = .1689
6350 - .275” sqd. = .0756
+
.3169
x .7854
.2489
CABLE WITH CONFIDENCE
On the Permissible Areaequal to or greater. The
closest area is .034 Use
a 1” Conduit
Go down the Cable O.D.
inch col-umn. Find the
number equal to or greater
than the cable O.D. Go
across to find the number
of cables in the
appropriate conduit size.
.269”- Closest .275”
13 in a 11/2” Conduit.
Important Note: This
conduit capacity chart is
to be used as a general
guideline. Because local
codes can vary from the
NEC. West Penn Wire
cannot be held
responsible for this
information as it pertains
to your installation.
Proper conduit fill is the
sole responsibility of the
installer and it is your
responsibility to see that
your installation will pass
local codes.
A/V WALL BOX WITH HDMI INPUT PLATE
A/V WALL BOX WITH HDMI OUTPUT PLATE
A/V WALL BOX WITH HDBT OUTPUT PLATE
CEILING MOUNTED 2 WAY SPEAKER, OR COAXIAL SPEAKER
HIGH FIDELITY TYPE
AVR A/V RACK WITH CONTROLLER AND INPUTS/ OUTPUTS, ETC.
KRAMER
KRAMER
KRAMER
VIVITEK
CRESTRON
MIDDLE ATLANTIC
SURFACE MOUNTED 2 WAY SPEAKER WITH L BRACKET RCF USA
SINGLE GANG
SINGLE GANG
SINGLE GANG
CEILING MOUNTED
NONE
NONE
SINGLE GANG
WP-211T
VIVITEK
SAROS ICE8LPT-W-T
MFR-1627G(X)
M801
1. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND DEFINE TYPICAL SYMBOLS, AND SYSTEMS OF SYMBOLS, WHICH MAY OCCUR ON THE AUDIO VISUAL DRAWINGS. THE ILLUSTRATION OF A SYMBOL,
OR SYSTEM OF SYMBOLS, ON THIS SHEET DOES NOT NECESSARILY INDICATE THAT THE BUILDING ITEM OF THE DESCRIBED SYSTEM BY THE SYMBOL IS USED AS PART OF THIS PROJECT. REFER TO
THE PLANS, ELEVATIONS, SECTIONS, SCHEDULES, DETAILS, AND SPECIFICATIONS TO DETERMINE THE SCOPE OF THE WORK.
2. THE WORK - INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH THE
MINIMUM REQUIREMENTS OF THE GOVERNING LAWS, ORDINANCES, AND REGULATIONS OF ALL
FEDERAL, STATE, AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT, AS WELL AS THOSE GREATER REQUIREMENTS INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE
CONTRACT DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING LAW, ORDINANCE, OR REGULATION.
3. THE AUDIO VISUAL DRAWINGS ARE PART OF THE OVERALL PROJECT DRAWINGS WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED BY THE "INDEX OF DRAWINGS". THE WORK DESCRIBED
BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK AND REQUIREMENTS
DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. MANAGE, SUPERVISE, REVIEW, AND
COORDINATE THE WORK OF SUB-CONTRACTORS, TRADES, AND SUPPLIERS WITH THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION AND TO
ASSURE THAT PARTIES ARE AWARE OF REQUIREMENTS, REGARDLESS OF WHERE THE
REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MAY AFFECT THE WORK OF THAT PARTY.
4. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND
EXACT LOCATION OF EXPOSED ELEMENTS OF THE WORK OF TRADES, INCLUDING THAT WORK THAT IS ILLUSTRATED PRIMARILY ON THESE DRAWINGS. LOCATIONS SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATIONS.
5. MAINTAIN A COPY OF THE SPECIFICATIONS AND DRAWINGS AT THE JOB SITE. PRESENT THE SPECIFICATIONS AND DRAWINGS UPON REQUEST. MAINTAIN DAILY MARKUPS OF ACTUAL INSTALLATION AND PRESENT FOR REVIEW UPON REQUEST.
6. REFER TO WRITTEN SPECIFICATIONS FOR PROJECT SCOPE, GENERAL REQUIREMENTS, PRODUCT SPECIFICATIONS, AND INSTALLATION REQUIREMENTS. WHERE QUANTITY AND QUALITY DIFFER, THE HIGHER OF EACH SHALL PREVAIL.
7. PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES FOR A FULLY FUNCTIONAL SYSTEM THAT
MEETS INTENDED DESIGN WHETHER EXPRESSLY SPECIFIED OR NOT AND ALL INCIDENTALS PERTAINING TO THE INSTALLATION TO FORM A COMPLETE AND WORKING SYSTEM.
8. PROVIDE MATERIALS AND EQUIPMENT LISTED BY UNDERWRITERS LABORATORIES FOR THE PURPOSE USED AND BEARING THEIR LABEL.
9. PRIOR TO PERFORMING WORK, IMMEDIATELY NOTIFY THE OWNER, OR OWNER'S REPRESENTATIVE,
IN WRITING OF OBSERVATIONS OR CONDITIONS DISCOVERED THAT WOULD PREVENT INSTALLATION ACCORDING TO DRAWINGS AND SPECIFICATIONS.
10. CONTRACTOR SHALL UPDATED A MARKED UP PLANS TO WEEKLY CONSTRUCTION MEETINGS FOR
OWNER'S, OR OWNER'S REPRESENTATIVE'S, APPROVAL PRIOR TO PRODUCTION OF AS-BUILT DRAWINGS FOR RECORD DOCUMENTATION.
11. REMOVE ABANDONED CABLING LEFT OVER CONDUIT, WIRE, SCRAPS, ETC. LEAVE PREMISES CLEAN AND FREE OF TRASH OR DEBRIS RESULTING FROM WORK. AND PROPERLY RECYCLE APPLICABLE MATERIAL ACCORDING TO ALL CODE REQUIREMENTS FOR SUCH MATERIAL.
12. INSTALL EQUIPMENT, DEVICES, AND PATHWAYS, SUCH AS CABLE TRAY, RUNWAY, CONDUITS, CABLE HANGERS, AND PULLBOXES, ETC., ACCORDING TO STATE AND LOCAL CODES AND REGULATORY REQUIREMENTS FOR SEISMIC BRACING.
13. CONDUIT ROUTING, WHERE SHOWN ON DRAWINGS, IS DIAGRAMMATIC IN NATURE. FIELD DETERMINE CONDUIT ROUTES TO SUIT FIELD CONDITIONS WHILE CONFORMING TO SPECIFICATIONS. PREPARE SHOP DRAWINGS SHOWING EXACT CONDUIT ROUTES, INDICATING PENETRATION TYPES (e.g., FRAMED WALL, CONCRETE WALL, ETC.). COORDINATE REQUIREMENTS WITH OTHER TRADES.
14. INSTALL CONDUIT PATHWAYS PER TIA/EIA-568-B AND BICSI TDMM AND BEST INDUSTRY STANDARDS AND PRACTICES.
15. ROUTE CONDUIT, CABLE TRAYS, J-HOOKS AND OTHER PATHWAYS PERPENDICULAR OR PARALLEL TO BUILDING LINES, IN GENERAL. CABLING INSTALLED AT ANGLES AND SKEWED ABOVE CEILINGS WILL NOT BE ALLOWED.
16. CONDUITS WITH LESS THEN 2" INSIDE DIAMETER WILL HAVE A BEND RADIUS OF NO LESS THAN 6 TIMES THE INSIDE DIAMETER. CONDUITS WITH A 2" OR GREATER INSIDE DIAMETER WILL HAVE A BEND RADIUS OF NO LESS THAN 10 TIMES THE INSIDE DIAMETER.
17. CONDUIT RUNS SHALL NOT EXCEED 180 DEGREES OR TWO 90-DEGREE BENDS WITHOUT AN
APPROPRIATE NEMA RATED PULL BOX OR/AND INCREASE CONDUIT BY ONE TRADE SIZE FOR EACH ADDITIONAL BEND OF UP TO 90 DEGREES, UNLESS LAST BEND IS WITHIN 12 INCHES OF THE CONDUIT END.
18. WHEN ROUTING CONDUIT IN CONCRETE SLABS, ETC., MAINTAIN A GRADUATED BEND RADIUS TO MAINTAIN CONDUIT CAPACITY. THE USE OF 90-DEGREE 'ELBOW' FITTINGS IS EXPRESSLY PROHIBITED
UNLESS PRIOR AUTHORIZATION IS RECEIVED FROM OWNER, OR OWNER'S REPRESENTATIVE, IN WRITING.
19. PROPERLY FIRE SEAL CONDUIT AND RACEWAY PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS TO MAINTAIN THE FIRE SEPARATION RATING. PROVIDE FIRE SEALING ASSEMBLIES THAT ARE UL LISTED FOR THE APPLICATION. COORDINATE REQUIREMENTS WITH LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. DO NOT MIX PRODUCTS BETWEEN MANUFACTURED ASSEMBLIES.
20. PROVIDE EXPANSION/DEFLECTION FITTINGS FOR CONDUITS AT STRUCTURAL EXPANSION JOINT CROSSINGS.
21. PROVIDE PLASTIC BUSHINGS ON EXPOSED ENDS OF CONDUIT AND SLEEVES, WHETHER VISIBLE OR NOT.
22. PROVIDE EMT 4" TRADE SIZE CONDUITS FOR BACKBONE PATHWAYS WITH 40" MINIMUM BEND RADIUS FITTINGS, UON.
23. PROVIDE MINIMUM TRADE SIZE OF 1" INCH CONDUIT FOR HORIZONTAL DISTRIBUTION OF CAT6 AUDIO VISUAL DEVICES. CONSOLIDATION OF CONDUITS IS ALLOWED WHEN EQUAL OR GREATER CONSOLIDATED AREA IS PROVIDED.
24. PROVIDE DEDICATED CONDUIT STUB PER AUDIO VISUAL DEVICE BOX. DAISY-CHAINING DEVICE BOXES IS PROHIBITED UNLESS SPECIFICALLY NOTED ON FLOOR PLANS.
25. CONDULET ("LB", ETC.) FITTINGS ARE EXPRESSLY PROHIBITED FOR AUDIO VISUAL SYSTEM PATHWAYS.
26. PROVIDE A PULL STRING OR PULL ROPE IN EMPTY/UNUSED DISTRIBUTION CONDUITS AND CONDUITS SERVING AUDIO VISUAL DEVICES SUITABLE FOR A 200 LB PULL TENSION MINIMUM.
27. PROVIDE DEDICATED SUPPORTS (e.g., CLIPS & WIRES) FOR CABLE SUPPORT HANGERS (OR SIMILAR PATHWAY COMPONENTS) INTENDED FOR AUDIO VISUAL CABLES.
28. ALL NEW AUDIO VISUAL DEVICES FOR NEW CONSTRUCTION SHALL BE FLUSH MOUNTED AND RECESSED IN WALLS, ALL CONDUITS, CABLING, ETC. SHALL BE CONCEALED IN WALLS AND ABOVE SUSPENDED AND HARD LID CEILINGS.
29. PROVIDE SLEEVES AS REQUIRED WHERE CABLES PASS THROUGH RATED WALLS
30. SURFACE WIREWAY OR DEVICES SHALL BE ALLOWED AS SHOWN ON DRAWINGS, U.O.N..
32. PROVIDE AUDIO VISUAL CONDUITS FOR CABLING ROUTED THROUGH NON-ACCESSIBLE CEILING SPACE (e.g., 'HARD LID' CEILING), UON. SIZE CONDUITS TO MAINTAIN A FILL CAPACITY NO LESS THAN 40% PLUS 50% SPARE CAPACITY.
33. INSTALL AUDIO VISUAL DEVICES AT HEIGHTS NOTED ON SYMBOLS LIST OR DEVICE SCHEDULE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR STATED IN SPECIFICATIONS. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE. REFER TO
ARCHITECTURAL ELEVATION DRAWINGS FOR ADDITIONAL INFORMATION OR EXACT LOCATIONS OF WALL/CEILING/FLOOR MOUNTED DEVICES. VERIFY HEIGHTS ARE THE SAME AS
ACCOMPANYING POWER RECEPTACLES AND NOTIFY OWNER, OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY.
34. PROVIDE A 24" MINIMUM SEPARATION BETWEEN 'BACK-TO-BACK' TELECOMMUNICATION POWER OR SIGNAL DEVICES IN FRAMED WALLS.
35. DO NOT TIE CABLES TO OTHER STRUCTURES NOT INTENDED FOR THIS SPECIFIC USE. DO NOT TIE CABLES TO CABLE TRAY.
36. ROUTE AUDIO VISUAL CABLES PERPENDICULAR OR PARALLEL TO BUILDING LINES, IN GENERAL.
ROUTE AUDIO VISUAL CABLES NO LESS THAN 6 INCHES FROM ANY POWER SOURCE OR FLORESCENT LIGHTING FIXTURE, AND NO LESS THAN 4 FEET FROM ANY TRANSFORMER OR MOTOR.
37. GROUP AND DRESS EXPOSED AUDIO VISUAL CABLE GROUPS USING VELCRO TIES, UON. GROUP NO MORE THAN 20 CABLES IN A SINGLE BUNDLE AS ESTABLISHED FOR PoE EQUIPMENT.
37. LABEL AUDIO VISUAL CABLES ACCORDING TO SPECIFICATIONS. PROVIDE LABELS AT BOTH ENDS, FACEPLATES, PATCH PANELS, ETC. LABELING SCHEMA SHALL BE COORDINATED SO THAT ALL LABELING, WHETHER ON FACEPLATE OR CABLE MATCHES CABLE DESCRIPTORS END TO END.
PROVIDE SAMPLE LABELS TO THE OWNER, OR OWNER'S REPRESENTATIVE AND OBTAIN
WRITTEN APPROVAL PRIOR TO LABELING (VERIFY FORMAT AND REQUIRED FIELDS OF INFORMATION).
38. COMPONENTS NOT RELATED TO THE SUPPORT OF THE AUDIO VISUAL ROOM(S) FUNCTION (E.G.,PIPING, DUCTWORK, PNEUMATIC TUBING, ETC.) SHALL NOT BE INSTALLED IN, PASS THROUGH, OR ENTER THE AUDIO VISUAL ROOM.
39. IT IS FORBIDDEN TO ROUTE ANY LIQUID CARRYING SYSTEMS, INCLUDING VALVES OR RUBBER
TUBING COMPONENTS CONTAINING LIQUID THROUGH TELECOM OR A/V ROOMS AND SPACES
40. OUTLET AND DEVICE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED IN THE FIELD WITH SFUSD. WIREWAY, CONDUITS, OUTLETS, ETC. WILL REQUIRE ADJUSTMENT IN
PATHWAYS, FOR BUILDING FEATURES, ARCHITECTURAL FEATURES AND AVOIDING CONFLICT WITH FURNITURE, SHELVING, DESKS, ETC. WIREWAYS,CONDUITS , ETC. SHALL BE ROUTED IN A MANNER TO COORDINATE WITH ALL EXISTING CONDITIONS ON SITE.
31. DO NOT SHARE SUPPORTS WITH OTHER TRADES/SYSTEMS, INCLUDING SECURITY AND/OR AUDIOVISUAL SYSTEMS. PROVIDE WIRES, HANGERS, ETC. SEPARATE FROM THE CEILING
SUPPORT SYSTEM AND OTHER INSTALLED SYSTEMS, A DEDICATED SUPPORT SYSTEM IS REQUIRED FOR TELECOMMUNICATIONS CABLING.
BLX24R/SM58
MOTORIZED ELECTRIC SCREEN WITH LOW VOLTAGE
CONTROL ORDER WITH 6-12" OF ADDITIONAL BLACK DROP
24846L + DA-LITE
X
XX
XX
-
CEILING OR WALL
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SYMBOLS,
ABBREVIATIONS,
GENERAL NOTES
AND DRAWING LIST
TV001
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 121
S
S
S
S
S
S S
S S
S S
S
AVF
AVF
AV
S
S
S
AV
AV
S
S
S
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101
JUICE BAR
103
FIRST AID
104
LIFE GUARD
105
POOL MECH.
113
CHLOR
115
WOMEN'S
LOCKER
106
MEN'S LOCKER
107
535 SF
PARTY ROOM
111
PUMP PIT
0' - 0"
ACID
114
POOL OFFICE
102
ELECTRICAL/
TELECOM
116
RECYCLING
117
TRASH /
ORGANICS
118
FIRE RISER
119
ACTIVITY POOL
SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH
VESTIBULE
112
SF4
FAMILY RM
110
FAMILY RM
109
JANITOR
108
ZB
ZB ZB
ZB
ZB
ZB
ZB
ZB
ZA
ZA
ZA
ZA
ZB
ZB
ZB
SOURCE
INPUT ON WALL
PAGING
BKRND MUSIC
CONTROLLER
AV RACK
MIC
MIC
1 2
3 3
4 5
6 7
8 ZB
ZB
ZB
9 9
+60"
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FLOOR PLAN -
LEVEL 1 AUDIO
VISUAL
TV201
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - AUDIO VISUAL
TYPICAL POLE MOUNTED WEATHER PROOF 2 - WAY SPEAKER ASSEMBLY 2 SPEAKERS PER POLE
TYPICAL IN CEILING PAGING AND BACKGROUND MUSIC SPEAKER
TYPICAL ZONE MIC PAGING UNIT
TYPICAL DIGITAL MEDIA/DIGITAL SIGNAGE PLAYER AND LED TV DISPLAY 55"
AV RACK TO HOUSE AUDIO EQUIPMENT, SECURITY EQUIPMENT AND TELECOM PATCHING
AV ZONE PAGING UNIT WALL MOUNTED
AV MUSIC INPUT SOURCE FOR BACKGROUND MUSIC
TYPICAL WALL MOUNTED PAGING SYSTEM SPEAKER
1" A/V CONDUIT FOR PAGING MICS TO BACK BOARD
1 2
3 4
5 6
7 8
REVISION
NUMBER DATE DESCRIPTION
9 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 122
1.75 3.5
5.25 7
8.75 10.5
12.25 14
15.75 17.5
19.25 21
22.75 24.5
26.25 28
29.75 31.5
33.25 35
36.75 38.5
40.25 42
43.75 45.5
47.25 49
50.75 52.5
54.25 56
57.75 59.5
61.25 63
64.75 66.5
68.25 70
71.75 73.5
75.25 77
Rack
Space
Height
(inches)
7' 0"
7 feet
6 feet
5 feet
4 feet
3 feet
2 feet
1 foot
Finished Floor Elevation - 0 feet
Desktop
High
Reach
Standing
Eye
Level Preferred
Display
Area
Seated
Eye Level
LEVITON
U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
3536 3738 3940 4142 334 434 4546 474819
20 21
2 23
24 25
26 17
18 27
28 29
30 31323
4 5
6 7
8 9
10 1
2 1
12 13
14 15
16 U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
3536 3738 3940 4142 334 434 4546 474819
20 21
2 23
24 25
26 17
18 27
28 29
30 31323
4 5
6 7
8 9
10 1
2 1
12 13
14 15
16 U TIL
S TA
D UPLEX
S PED
SYTEM
RPS
C A TA L YS T 3 5 0
2 1
3536 3738 3940 4142 334 434 4546 474819
20 21
2 23
24 25
26 17
18 27
28 29
30 31323
4 5
6 7
8 9
10 1
2 1
12 13
14 15
16 LEVITON
SCALE:
SCALE:
S S S S S
S S S S
SCALE:
2 BOGEN ZONE PAGING SYSTEM BLOCK RISER DIAGRAM
3 PAGING SYSTEM ZONING RISER
1 DATA RACK EQUIPMENT ELEVATION
1 2
3 4
5 6
1 VoIP
ADAPTER
OFOI
CONTRACTOR
CONNECTED
- NONE
PAGING
- NONE
MUSIC INPUT PORT
OPTIONAL BGM
TO THESE ZONES
PAGING AMP
AND ZONE
CONTROL
Z1 Z1 Z1 Z1 Z1
Z2 Z2 Z2 Z2
ALTERNATE MUSIC
INPUT ZONE 1/A ONLY
PHONE SYSTEM
PAGING INPUT
CONNECTION
POOL AREA
SPEAKERS WITH BGM
ABILITY DEDICATED
AMP CHANNEL AND
VOLUME CONTROL
ABILITY
ALL OTHER AREA
SPEAKERS WITH NO
BGM ABILITY
NOT USED
PAGING
AMP
OUTSIDE
ALTERNATE MUSIC
INPUT ZONE 1/A ONLY
RACK POWER PDU
TYPICAL 2RU CABLE MANAGER
TYPICAL 1 RU HIGH DENSITY PATCH PANEL
48 PORT
TYPICAL OFOI 1 RU SWITCH 48 PORT
3 RU UPS OFOI
19" RACK / FRAME / CABINET
PAGING EQUIPMENT MOUNTS BELOW
DATA CABLING
1 2
3 4
5 6
7 7
- NONE
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
AUDIO VISUAL
BLOCK RISER
DIAGRAMS
TV501
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 123
R
R
S
DA
DA
DA
360
K
RR
IC
IC
RR
R
ABBREVIATIONS
GENERAL NOTES SCOPE OF WORK SYSTEMS LEGEND/SYMBOLS
DRAWING LIST
A AMPERES
ACAMS ACCESS CONTROL AND ALARM
MONITORING SYSTEM
AFF ABOVE FINISHED FLOOR
AWG AMERICAN WIRE GAUGE
BAS BUILDING AUTOMATION SYSTEM
BDF BUILDING DISTRIBUTION FACILITY
C CONDUIT
CAT3 CATEGORY 3 TWISTED PAIR UTP
CABLE
CAT5E CATEGORY 5E TWISTED PAIR UTP
CABLE
CAT6 CATEGORY 6 TWISTED PAIR UTP
CABLE
CATV COMMUNITY ANTENNA TELEVISION
CEC CCTV EQUIPMENT CABINET
DIV DIVISION
(E) EXISTING
EC ELECTRICAL CONTRACTOR
EMS ELECTRIC MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
(F) FUTURE
FACP FIRE ALARM CONTROL PANEL
FATC FIRE ALARM TERMINAL CABINET
FO FIBER OPTIC
GC GENERAL CONTRACTOR
IDF INTERMEDIATE DISTRIBUTION
FACILITY
JB JUNCTION BOX
LCP LIGHTING CONTRAOL PANEL
MDF MAIN DISTRIBUTION FACILITY
MH MAINTENANCE HOLE
MM MULTIMODE FIBER OPTIC CABLE
MPOE MINIMUM POINT OF ENTRY
MT EMPTY
N NEW
NC NORMALLY CLOSED
NO NORMALLY CLOSED
NTS NOT TO SCALE
OC ON CENTER
OSP OUTSIDE PLANT
PB PULL BOX
PNL PANEL
PR PAIR (OF COPPER CONDUCTORS)
PVC POLYVINYL CHLORIDE
REX REQUEST TO EXIT
SAD SEE ARCHITECTURAL DRAWINGS
SEC SECURITY EQUIPMENT CABINET
SM SINGLEMODE OPTICAL FIBER
SCTP SCREENED TWISTED PAIR
STR STRAND(S) OF FIBER
STP SHEILDED TWISTED PAIR
TBB TELECOM BONDING BACKBONE
TBC TELECOM BONDING CONDUCTOR
TGB TELECOM GROUNDING BUSBAR
TMGB TELECOM MAIN GROUNDING BUSBAR
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
UTP UNSHEILDED TWISTED PAIR
V VOLTS
WP WEATHERPROOF
1. REFER TO WRITTEN SPECIFICATIONS FOR PROJECT SCOPE, GENERAL REQUIREMENTS, PRODUCT SPECS, AND INSTALLATION REQUIREMENTS.
2. DRAWINGS INDICATE APPROXIMATE LOCATIONS OF CEILING MOUNTED DEVICES. REFER TO
ARCHITECTURAL REFLECTED CEILING PLANS AND COORDINATE EXACT LOCATIONS WITH LIGHT FIXTURES AND OTHER DEVICES.
3. MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE. MOUNTING
HEIGHTS SHALL BE AS SHOWN ON THE SYMBOLS LIST UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
4. ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES AND BEAR THEIR LABEL, UON.
5. REPORT TO THE ENGINEER ANY OBSERVATIONS OF CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE CORRECT INSTALLATION OF THE DESIGNED SYSTEM.
6. CONDUIT ROUTING (WHERE SHOWN) IS ESSENTIALLY DIAGRAMMATIC.
7. SEAL CONDUIT AND RACEWAY PENETRATIONS THROUGH FIRE RATED WALLS TO MAINTAIN THE FIRE SEPARATION RATING.
8. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS OF WALL MOUNTED DEVICES. DRAWINGS INDICATE APPROXIMATE LOCATIONS ONLY.
9. PROVIDE NECESSARY EQUIPMENT AND/OR ACCESSORIES FOR A FULLY FUNCTIONAL SYSTEM THAT MEETS INTENDED DESIGN WHETHER EXPRESSLY SPECIFIED OR NOT.
10. PROVIDE REQUIRED CONDUIT, BACKBOXES, JUNCTION BOXES, AND SECURITY EQUIPMENT ENCLOSURES, WHETHER ON DRAWINGS OR NOT, UON.
11. MAINTAIN A COPY OF THE SPECIFICATIONS ACCOMPANYING DRAWINGS ON THE JOB SITE AT ALL TIMES FOR REFERENCE. BE ABLE TO PRESENT THE SPECIFICATIONS UPON REQUEST.
12. REFERENCE OTHER TRADE'S DRAWINGS AND SPECIFICATIONS (E.G., TELECOM) FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
13. PROVIDE PLASTIC BUSHINGS ON EXPOSED ENDS OF CONDUIT AND SLEEVES.
14. PROVIDE APPROPRIATE NYLON PULL ROPE IN CONDUITS.
15. PROVIDE CONDUIT PLUGS IN ALL OSP SECURITY CONDUITS ACCORDING TO THE CABLE USE AND USE BLANK PLUGS FOR UNUSED CONDUITS.
16. MOUNT EQUIPMENT OR DEVICES, SUCH AS RUNWAY, CONDUITS, J-HANGER, AND PULL BOXES ACCORDING TO STATE AND LOCAL CODES FOR SEISMIC BRACING.
17. LABEL SECURITY CABLES ACCORDING TO SPECIFICATIONS. PROVIDE LABELS AT BOTH ENDS. VERIFY FORMAT AND INFORMATION FIELDS WITH AND RECEIVE APPROVAL FROM OWNER PRIOR TO LABELING.
18. LABEL ALL SECURITY CONDUITS AT EACH END OF THE CONDUIT IDENTIFYING THE DESTINATION AND USE AS "SECURITY". REFER TO ELECTRICAL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INFORMATION.
19. REFER TO ELECTRICAL SYSTEMS DRAWINGS FOR SECURITY CONDUIT LAYOUT.
20. REFER TO SECTION 08 71 00 FOR EXIT DEVICE HARDWARE REQUIRING A LOCAL POWER SUPPLY.
INTERCONNECT LOW VOLTAGE CABLES BETWEEN SYSTEM AND LOCKS.
21. SECURITY DOOR HARDWARE TO FAIL SECURE, UON.
22. EXIT DEVICE ELECTRIC HARDWARE TO HAVE MANUFACTURERS POWER SUPPLIES AND BACK-UP BATTERIES WHERE REQUIRED FOR NORMAL AND EMERGENCY OPERATION.
23. EGRESS HARDWARE SHALL BE OPERABLE AT ALL TIMES. SECURITY HARDWARE SHALL NOT PROHIBIT DIRECT EGRESS.
24. INTERFACE SECURITY CONTROLLED DOOR HARDWARE WITH THE FIRE ALARM SYSTEM AS TO NOT IMPEDE
EXITING UNDER FIRE ALARM CONDITIONS
25. PROVIDE EXPANSION/DEFLECTION FITTING FOR CONDUITS CROSSING EXPANSION JOINTS.
SEC
PWR
SEC
CNTL
SEC
STC
M
X
SYMBOL DESCRIPTION MODEL # REMARKS MANUFACTURER
ACCESS CONTROL/SECURITY POWER SUPPLY PANEL
DOOR CONTROLLER PANEL
SECURITY TERMINAL CABINET 24X24X8 NEMA 1 TELEHPHONE
TYPE WITH LOCKING FRONT DOOR
NONE
STANDARD CARD READER ASSEMBLY, SEE SPECIFICATIONS SEE SPECIFICATIONS
DOOR POSITION MAGNETIC CONTACT
DOOR STRIKE / ELECTRIFIED HARDWARE CONNECTION
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
PED
DURESS ALARM / EMERGENCY CALL PEDESTAL STATION WITH
EMERGENCY DIALER AND ALARM LAMP
DURESS ALARM PUSHBUTTON ASSEMBLY UNDER DESK
MOUNT
U
X
DOME FIXED "IP" CAMERA LOCATION INTERIOR OR EXTERIOR
"X" DENOTES CAMERA RESOLUTION IN MEGAPIXELS
DURESS ALARM PUSHBUTTON ASSEMBLY
D DOOR POSITION MAGNETIC CONTACT - DPST SEE SPECIFICATIONS PTZ "IP" CAMERA LOCATION EXTERIOR POLE MOUNT
CA
M
SECURITY MOTION SENSOR
SECURITY MOTION SENSOR 360 DEGREE COVERAGE
SECURITY ALARM KEYPAD STATION
SECURITY REMOTE DOOR RELEASE
SECURITY VIDEO INTERCOM STATION
SECURITY VIDEO INTERCOM MASTER
M
180
MULTI VIEW "IP" CAMERA LOCATION 180 DEGREES VIEW
M
270
M
360
MULTI VIEW "IP" CAMERA LOCATION 270 DEGREES VIEW
MULTI VIEW "IP" CAMERA LOCATION 360 DEGREES VIEW
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
NVR
CCTV SURVEILLANCE CONTROL/SECURITY NETWORK VIDEO
RECORDER, RACK MOUNTED
XX
SECURITY CAMERA FIELD OF VIEW APPROX. "FOV"
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
RMS-6T-LP-KL-Y
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
SEE SPECIFICATIONS
MT. HEIGHT
AS REQUIRED
AS REQUIRED
AS REQUIRED
+48" TO CL OF
OPERABLE CONTROL
+48" TO CL OF
OPERABLE CONTROL
+96" TO +108"
CEILING MOUNTED
+48" TO CL OF
OPERABLE CONTROL
+48" TO CL OF
OPERABLE CONTROL
SEE DETAIL SHEETS
SEE DETAIL SHEETS
SEE DETAIL SHEETS
SEE DETAIL SHEETS
+48" TO CL OF
OPERABLE CONTROL
+48" TO CL OF
OPERABLE CONTROL
+48" TO CL OF
OPERABLE CONTROL
+96" TO +108"
RACK MOUNTED
+96" TO +108" WALL
OR CEILING MOUNTED
+96" TO +108" WALL
OR CEILING MOUNTED
+96" TO +108" WALL
OR CEILING MOUNTED
+96" TO +108" WALL
OR CEILING MOUNTED
NA
LR PEDESTAL MOUNTED LONG RANGE CARD READER ASSEMBLY SEE SPECIFICATIONS +48" TO CL OF
OPERABLE CONTROL
PED
SECURITY REMOTE DOOR RELEASE/UNLOCK
SEE SPECIFICATIONS
EMERGENCY DOOR LOCK DOWN STATION
RELIABLE SECURITY
KEY #211 GROUP
+48" TO CL OF
OPERABLE CONTROL
UNDER DESK
THIS PROJECT CONSISTS OF NEW INTRUSION ALARM SYSTEM AND CCTV CAMERA SYSTEM. PROVIDE
NEW PANELS, POWER SUPPLIES, CONDUIT , WIRING, DOOR POSITION CONTACTS AND ALL ASSOCIATED WIRING AND CABLING. POWER SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR.
CONTROL EQUIPMENT SHALL BE LOCATED IN THE MPOE ELECTRICAL ROOM, ALONG WITH POWER SUPPLIES . ALL CABLING SHALL BE INSTALLED IN CONDUIT STUBS FROM DEVICES TO ACCESSIBLE
CEILING SPACE AND RUN OPEN TO MPOE ROOM VIA A DEDICATED J-HOOK SYSTEM OR SHARE CABLE TRAY SYSTEMS.
NEW SECURITY CAMERA LOCATIONS ARE SHOWN AS ROUGH IN CONDUIT AND BOXES ONLY.
PROVIDE PULL STRINGS IN ALL CONDUITS AND FINISH PLATES TO MATCH SURFACES ON ALL BOXES.
FOR OUTDOOR LOCATIONS, PROVIDE GASKETED AND SEALED WETHER PROOF COVERS.
FUTURE CAMERA
LOCATION PROVIDE
PULL STRING
OFOI
FUTURE CAMERA
LOCATION PROVIDE
PULL STRING
OFOI
FUTURE CAMERA
LOCATION PROVIDE
PULL STRING
OFOI
FUTURE CAMERA
LOCATION PROVIDE
PULL STRING
OFOI
FUTURE CAMERA
LOCATION PROVIDE
PULL STRING
OFOI
FUTURE NVR OFOI
LOCATION
VISTA 128BPT/LTE
SEC
PANEL
SECURITY ALARM PANEL SEE SPECIFICATIONS
VISTA 6160
VPLEX DT8050A-SN
1076C AND/OR 4191SN
1076C AND/OR 4191SN
GB SECURITY GLASS BREAK DETECTOR
SEE SPECIFICATIONS
VPLEX FG1625SN
26. CONDUIT AND INFRASTRUCTURE FOR SECURITY SYSTEMS SHALL BE COORDINATED BETWEEN
ELECTRICAL CONTRACTOR AND SECURITY CONTRACTOR
CEILING OR WALL MOUNTED REQUEST TO EXIT SENSOR OR
CONNECTION TO REX SWITCH IN DOOR HARDWARE
B BOLLARD MOUNTED STANDARD CARD READER ASSEMBLY
MULLION MOUNT CARD READER ASSEMBLY, SEE
SPECIFICATIONS
SEE SPECIFICATIONS
+48" TO CL OF
OPERABLE CONTROL
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SYMBOLS,
ABBREVIATIONS,
GENERAL NOTES
AND DRAWING LIST
TS001
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 124
RETNE T ON OD
PICNIC
TABLE
RETNE T ON OD
UP
UP
MAGNOLIA AVE.
BONITA AVE.
EXISTING BUILDING
EXISTING TENNIS COURTS
PLAN
NORTH
HILLSIDE AVE.
EXISTING RESIDENCE
EXISTING RESIDENCE
VISTA AVE.
NEW BUILDING
TYPE 5 CONSTRUCTION,
FULLY SPRINKLERED
EXISTING PARKING
NEW SWIMMING POOL
NEW ACTIVITY
POOL
NEW POOL
EQUIPMENT
STORAGE
MAIN TENNIS COURT ENTRANCE
EXISTING BLEACHERS
EXISTING PARKING
EXISTING PARKING
BIORETENTION AREA
(S.L.D. & S.C.D.)
1 1
1 1
2 3
3 4
4 5
6 7
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
SHEET NOTES
GENERAL NOTES
LEGEND
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SITE
PLAN-SECURITY
TS101
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1" = 20'-0" 1
SITE PLAN - SECURITY
TYPICAL NEW 360 VIEW POLE MOUNTED CCTV CAMERA POE
POWERED
NEW GROUND BOX N48 TELECOM TYPE
NEW 1 1/2" UNDERGROUND CONDUIT
NEW 2" UNDERGROUND CONDUIT
CONNECT TO TELECOM PULL BOX AT THIS LOCATION
NEW 2" CONDUIT TO TELECOM BACK BOARD
TERMINATE CONDUIT AT TELECOM BACK BOARD AREA
1 2
3 4
5 6
7 REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 125
D D
D
D D
D
D
D
D
D
DD
D
D
D D
D
D
D
D
D
D
K
SEC
PNL
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101
JUICE BAR
103
FIRST AID
104
LIFE GUARD
105
POOL MECH.
113
CHLOR
115
WOMEN'S
LOCKER
106
MEN'S LOCKER
107
535 SF
PARTY ROOM
111
PUMP PIT
0' - 0"
ACID
114
POOL OFFICE
102
ELECTRICAL/
TELECOM
116
RECYCLING
117
TRASH /
ORGANICS
118
FIRE RISER
119
ACTIVITY POOL
SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH
VESTIBULE
112
SF4
FAMILY RM
110
FAMILY RM
109
JANITOR
108
1 2
3 4
5 7
6 8
9 PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FLOOR PLAN -
LEVEL 1 SECURITY
TS201
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - SECURITY
TYPICAL 180 DEGREE VIEW WALL OR CEILING MOUNTED CAMERA
TYPICAL 360 DEGREE VIEW CEILING MOUNTED CAMERA
TYPICAL CORNER MOUNTED CCTV WALL CAMERA
TYPICAL EXTERIOR WALL OR CEILING MOUNTED CCTV CAMERA
WALL MOUNTED CCTV CAMERA
WALL MOUNTED SECURITY MOTION SENSOR
TYPICAL DUAL CONTACT DOOR POSITION SENSOR
WALL MOUNTED SECURITY ALARM KEYPAD
SECURITY ALARM CONTROL PANEL WITH LTE DIALER
1 2
3 4
5 6
7 8
9 REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 126
2 3 4 5 6 7 8
A
B
E
C
D
1 MECH.
201
1" / 12"
RESTROOM
204
STORAGE/
CUSTODIAL
203
RESTROOM
205
RESTROOM
206
ROOF AREA
202
TERRACE
200
TYP.
DN
TYP.
ROOF
MECHANICAL
AREA
1 2 3 4 5 6 7 8
A
B
C
D
E
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
ROOF PLAN -
SECURITY
TS205
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
HIGH ROOF PLAN - SECURITY
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 127
SCALE:
R
S
K K K K
SCALE:
SCALE:
2 TYPICAL SECURITY CARD ACCESS BLOCK DIAGRAM SCHEME
1 TYPICAL SECURITY INTRUSION ALARM BLOCK DIAGRAM SCHEME - VISTA 128BPT 3 DOOR SECURITY REQUIREMENTS
POWER
SUPPLY
TYPICAL CARD READER
DOOR
TCP/IP
CPU
HOST
CPU
ACU PANEL POWER
CONTACT
CARD READER
POWER & DATA
120 VAC
CPU
KEYBOARD
TCP/IP LAN/WAN
NETWORK CLOUD
TELECOM ROOM/IDF ROOM
LOCAL NETWORK
PATCH PANEL.
ACTIVE SWITCH
(BY OWNER)
POWER
SUPPLY
CONTROLLER
120 VAC
LOCAL 120VAC
SURGE
PROTECTION
UNITS
OWNER CONTROL AND HEAD-END
LOCK REQUEST TO
EXIT IN DOOR
HARDWARE
LOCAL GROUND LAN 120VAC
SURGE
PROTECTION
UNITS
12/24 VDC
AUXILIARY POWER
FOR FIELD DEVICES
2 DOOR
CONTROLLERS
DOOR PANELS
TO BE
PROVIDED AS
REQUIRED
LTE WIRELESS COMMUNICATOR
LTE-HSV
D D D D D D
GB GB GB GB GB GB GB GB GB GB
D D D D D D D D
SN1 SN2 SN3 SN4 SN5 SN6 SN7 SN8 SN9 SN10 SN11 SN12 SN13 SN14 SN15 SN16 SN17 SN18 SN19 SN20 SN21 SN22 SN23 SN24 SN25 SN26 SN27 SN28 SN29 SN30 SN31 SN32 SN33 SN34 SN35 SN37 SN36 SN38 SN39 KY1 KY2 KY3 KY4
SN40 SN41 SN42
X
- NONE
- NONE
- NONE
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SECURITY BLOCK
RISER DIAGRAMS
TS501
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 128
SCALE:
SCALE: SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
8 SINGLE DOOR - RIGHT HAND
9 SINGLE DOOR LEFT HAND 6 DOUBLE OR SLIDER WITH OPENER
7 DOUBLE OR SLIDER WITH OPENER
5 DOUBLE DOOR
4 STOREFRONT DOUBLE OR SLIDER WITH OPENER
1 SINGLE DOOR W/OPENER - LEFT HAND
2 SINGLE DOOR - RIGHT HAND
3 DOUBLE OR SLIDER DOOR WITH OPENER
℄
℄
- NONE
- NONE - NONE
- NONE
- NONE
- NONE
- NONE
- NONE
- NONE
NOTE: DOOR
HARDWARE IS
NOT PRESENT
FOR SLIDING DOORS
NOTE: DOOR
HARDWARE IS
NOT PRESENT
FOR SLIDING DOORS
NOTE: DOOR
HARDWARE IS
NOT PRESENT
FOR SLIDING DOORS
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SECURITY DETAILS
TS701
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 129
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
10 TYPICAL DOME CAMERA MOUNTING / CABLING ACCESSIBLE WALL 3 CONDUIT MOUNTING ON ROOF BLOCKING
1 CONDUIT STUB PENETRATION DETAIL
2 MULTIPLE VERTICAL CONDUIT SUPPORT DETAIL
4 VERTICAL CONDUIT SUPPORT DETAIL
5 CONDUIT SPACING STRAPPING DETAILS / UNISTRUT
6 CONDUIT TO CORRUGATED METAL DECKING
9 J-HOOK AND D-RING PATHWAY ABOVE SUSPENDED CEILINGS
11 CARD READER OR KEYPAD DETAIL
8 SECURITY CABINET ANCHOR DETAIL
7 SECURITY CABLE LABELING DETAIL
- NONE
- NONE
- NONE
- NONE
- NONE
- NONE
SCALE: NONE
- NONE
- NONE
- NONE
- NONE
NOTES TO DETAIL:
1. ROUTE CABLING TO NEAREST ACCESSIBLE CEILING AND ON TO IDF ROOMS OR HOME RUN TO NEAREST SECURITY RISER LOCATION (UNLESS NOTED OTHERWISE).
2. CCTV CAMERA, ENCLOSURE, MOUNT AND MOUNTING SUPPORT HARDWARE AS REQUIRED BY THE MANUFACTURER.
3. CONTRACTOR SHALL WORK WITH TELECOM CABLING INSTALLER FOR CABLING
REQUIREMENTS AND FOR ADEQUATE SPARE CABLE LENGTH TO ALLOW CAMERA RELOCATION WITHIN A 10' RADIUS OF CURRENT LOCATION. INSTRUCT TELECOM CONTRACTOR TO LEAVE A 10' SERVICE LOOP AT CAMERA LOCATIONS WHERE SUSPENDED OR ACCESSIBLE CEILING IS FOUND.
GENERAL NOTE:
A. DETAIL REPRESENTS TYPICAL REQUIREMENTS. SEE THE SECURITY PLANS AND SPECIFICATIONS FOR EXACT REQUIREMENTS AT EACH CAMERA.
B. REFERENCE SECURITY LEGEND FOR DEVICE CONDUIT AND BACKBOX REQUIREMENTS. 1 2
3 -
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SECURITY DETAILS
TS702
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 130
SCALE: SCALE:
SCALE:
2 INTERIOR CEILING FLUSH MOUNTED DOME CAMERA CONDUIT ROUGH-IN 1 EXTERIOR CEILING SURFACE MOUNTED DOME CAMERA CONDUIT ROUGH-IN 3 EXTERIOR CEILING POLE MOUNTED MULTI VIEW CAMERA CONDUIT ROUGH-IN 10'
POWER AND
SIGNAL
CABLES
INSIDE
POLE
MOUNT
ALUMINUM POLE
COLOR AS SELECTED
BY ARCHITECT MFR. LIGHT
POLES PLUS
∅
3_
4 "
∅
3_
4 "
∅
1_9_
32 "
4"
5 __7
32 "
5 __7
32 "
FIELD VERIFY
1'-5"
BASE
POLE
DECK
3/8" MIN
DIA. BOLT
X4
1/4" STEEL BASE PLATE
COLOR BY
ARCHITECT
THRU NUTS X 4
ADAPT FOR
MOUNT AND
DRILL CABLE
EXIT HOLES,
SEAL AND CAULK
AS REQUIRED TO
MAKE
WEATHERPROOF
CLEAR
OR
SMOKED
PENDANT
DOME
J3
NOTES TO DETAIL:
1. ROUTE CONDUIT TO NEAREST CABLE TRAY OR HOME RUN TO NEAREST SECURITY RISER LOCATION (UNLESS NOTED OTHERWISE).
2. CCTV CAMERA, ENCLOSURE, MOUNT AND MOUNTING SUPPORT HARDWARE AS REQUIRED BY THE MANUFACTURER.
GENERAL NOTE:
A. DETAIL REPRESENTS TYPICAL REQUIREMENTS. SEE THE SECURITY PLANS AND SPECIFICATIONS FOR EXACT REQUIREMENTS AT EACH CAMERA.
B. REFERENCE SECURITY LEGEND FOR DEVICE CONDUIT AND BACKBOX REQUIREMENTS. 2 1
NOTES TO DETAIL:
1. ROUTE CONDUIT TO NEAREST CABLE TRAY OR HOME RUN TO NEAREST SECURITY RISER LOCATION (UNLESS NOTED OTHERWISE).
2. CCTV CAMERA, ENCLOSURE, MOUNT AND MOUNTING SUPPORT HARDWARE AS REQUIRED BY THE MANUFACTURER.
GENERAL NOTE:
A. DETAIL REPRESENTS TYPICAL REQUIREMENTS. SEE THE SECURITY PLANS AND SPECIFICATIONS FOR EXACT REQUIREMENTS AT EACH CAMERA.
B. REFERENCE SECURITY LEGEND FOR DEVICE CONDUIT AND BACKBOX REQUIREMENTS. 2 1
- NONE - NONE
- NONE
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SECURITY DETAILS
TS703
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 131
CONTRACTOR DESIGN
REQUIREMENTS
ENGINEER OF RECORD
ASSIGNMENT
FIRE ALARM SYSTEM IS
DEFERRED APPROVAL AND
REQUIRES FULL DESIGN
DRAWINGS, CALCULATIONS AND
SUBMITTALS
GENERAL SYSTEM OPERATION
DEVICE IDENTIFICATION CHART
FIRE ALARM SYSTEM LEGEND/SYMBOLS
AUDIBILITY DESIGN CRITERIA SYSTEM DESCRIPTION
REMOTE SUPERVISING STATION
APPLICABLE CODES
STYLE/CIRCUIT DESIGNATIONS
SCOPE OF WORK
CONTRACTOR DESIGN REQUIREMENTS
DRAWING LIST
FIRE ALARM TERMINAL CABINET
FIRE ALARM WATER FLOW
THE OPERATION OF A MANUAL PULL STATION, SMOKE DETECTOR, DUCT SMOKE DETECTOR, HEAT DETECTOR OR FLOW SWITCH SHALL CAUSE:
1. ALL AUDIBLE INDICATING APPLIANCES TO SOUND IN A TEMPORAL 3 CALIFORNIA CODE PATTERN, AND ALL STROBE LAMPS TO FLASH.
2. INDICATE WITHIN THE CONTROL PANEL THE ZONE OR DEVICE IN ALARM
CONDITION OR ON ANY REMOTE (IF SHOWN) ANNUNCIATORS THE ZONE OR DEVICE IN ALARM CONDITION.
3. PERFORM ANY ADDITIONAL FUNCTION AS SPECIFIED HEREIN OR AS SHOWN ON THE PLANS.
4. SUMMON THE FIRE DEPARTMENT VIA TELEPHONE OR AUTO DIALER.
GENERAL SYSTEM OPERATION
1. WHEN THE OPERATED DEVICE IS RESTORED TO NORMAL, THE CONTROL
PANEL SHALL BE MANUALLY RESET, EXCEPT THAT THE ALARMS MAY BE SILENCED AS DESCRIBED ELSEWHERE IN THESE SPECIFICATIONS.
2. AN ALARM SHALL BE SILENCED BY A SWITCH OR KEYPAD BUTTON LOCATED
ON THE ALARMING ZONE CARD, IN THE CONTROL PANEL OR AT THE REMOTE ANNUNCIATOR. WHEN SILENCED, THIS SHALL NOT PREVENT THE
RESOUNDING OF SUBSEQUENT ALARMS IF ANOTHER ZONE(S)
SHOULD ALARM (SUBSEQUENT ALARM FEATURE).
3. WHEN ALARMS ARE SILENCED, THE ZONE INDICATING LED'S OR TEXT ON
THE ANNUNCIATOR AT THE CONTROL PANEL OR ON ANY REMOTE
ANNUNCIATORS, SHALL REMAIN LIT, UNTIL THE OPERATED DEVICE IS RETURNED TO NORMAL, AND THE CONTROL PANEL IS MANUALLY RESET.
TROUBLE OR SUPERVISORY CONDITIONS
1. WHEN THE SYSTEM DETECTS ANY OPENS, SHORTS, OR GROUNDS OF THE
FIELD WIRING,OR LOSS OF AC SUPPLY POWER OR BATTERY TROUBLE, THE
PANEL SHALL SOUND A TROUBLE ALARM AT THE PANEL AND REMOTE ANNUNCIATORS UNTIL ACKNOWLEDGED. A CORRESPONDING SIGNAL SHALL BE SENT TO THE 24 HOUR MONITORING STATION ANNUNCIATING THE CONDITION. RESTORATION OF THE SYSTEM SHALL CAUSE THE TROUBLE TO
RESOUND INDICATING A RESTORAL AND RETURN THE PANEL TO NORMAL OPERATION.
2. WHEN THE SYSTEM DETECTS ANY SUPERVISORY CONDITIONS OF VALVES,
TAMPERS, OPEN CIRCUITS OR GROUNDS IN ANY OF THE SUPERVISORY CIRCUITS, (I.E., GATE VALVES, SUPPLY SHUT OFF VALVES, POST INDICATOR VALVES, ETC.) THE PANEL SHALL SOUND A TROUBLE ALARM AT THE PANEL AND REMOTE ANNUNCIATORS. A CORRESPONDING SIGNAL SHALL BE SENT TO THE 24 HOUR MONITORING STATION ANNUNCIATING THE CONDITION.
THE NEW SYSTEM IS ADDRESSABLE WIRED CLASS "B" 2-WIRE TYPE, PARTIAL
COVERAGE AUTOMATIC MONITORING FIRE ALARM SYSTEM CONSISTING OF SMOKE DETECTORS, HEAT DETECTORS, AS SHOWN ON THE PLANS. SMOKE DETECTORS ARE SHOWN IN PANEL ROOMS WHERE ACTIVE FIRE ALARM EQUIPMENT IS LOCATED, I.E.
NAC BOOSTER PANELS AND EXISTS AT THE MAIN FACP.
SIGNALING DEVICES CONSISTING OF NEW CHIMES, CHIME/STROBES AND STROBES ARE SHOWN ON THE PLANS AND CONNECTED CLASS "B" 2-WIRE AS INDICATED TO THE CIRCUITS AS INDICATED.
THE FIRE ALARM PANELS AND NEW NAC BOOSTER PANEL SHALL BE INSTALLED WITH A DEDICATED 120VAC POWER CIRCUIT WITH A LOCK OUT DEVICES AND LABELED "FIRE ALARM" DO NOT SHUT OFF. THE LOCK OUT DEVICE SHALL BE RED IN COLOR. NAC
PANELS SHALL BE CONNECTED TO LOCAL POWER IN THE SAME MANNER AS THE MAIN FACU.
THE SYSTEM SHALL BE CENTRAL STATION MONITORED OFF SITE
THE FIRE ALARM SYSTEM SHALL MEET AND COMPLY WITH ALL NATIONAL, STATE AND LOCAL FIRE ALARM CODES. THE CONTRACTOR SHALL PROVIDE, DESIGN AND SUBMIT
FULL WORKING DRAWINGS TO THE LOCAL OR DESIGNATED AHJ FOR APPROVAL
THE WORK INVOLVED UNDER THIS CONTRACT IS A NEW MANUAL AND PARTIAL
AUTOMATIC ADDRESSABLE TYPE FIRE ALARM SYSTEM COMPRISED OF MANUAL
PULL STATIONS, DUCT DETECTORS ON HVAC EQUIPMENT, WATER FLOW DEVICES, TAMPER DEVICES FOR INITIATION. THE SIGNALING SYSTEM IS COMPRISED OF SPEAKER, SPEAKER/STROBES AND STROBES. THE SYSTEM SHALL BE A 24 HOUR MONITORED BY AN APPROVED U.L. AGENCY.
WITH LTE MODEM/DIALER INTERFACE
MONITOR MODULES
LOOP # DEVICE #
XSXX
XX.X
SIGNAL CIRCUIT # DEVICE #
CONTROL / RELAY
FIRE ALARM CONTROL PANEL W
THE SCOPE OF THIS PROJECT IS TO PROVIDE A NEW ADDRESSABLE FIRE ALARM SYSTEM THIS FIRE ALARM SYSTEM INCLUDES:
-MAIN FIRE ALARM CONTROL PANEL
-ADDRESSABLE SMOKE DETECTORS
-ADDRESSABLE MANUAL PULL STATIONS
-ADDRESSABLE DUCT SMOKE DETECTORS
-ADDRESSABLE CONTROL MODULES AND MONITOR MODULE FOR DUCT SMOKE -ADDRESSABLE DETECTORS FOR HVAC FAN SHUTDOWN.
-AUDIBLE SPEAKER/VISUAL NOTIFICATION APPLIANCES
-NAC BOOSTER POWER SUPPLIES
-CONTROL MODULES FOR THE ACTIVATION OF FIRE SMOKE DAMPERS -CONTROL, RELAY AND MONITORY MODULES FOR ELEVATOR CONTROL AND
ASSOCIATED SHUNT TRIP SYSTEMS
-ADDRESSABLE MODULES FOR MONITORING SPRINKLER VALVE TAMPER, WATER
FLOW AND PIV MONITORING
AUDIBLE FIRE ALARM SOUND LEVEL SHALL BE AT LEAST 15 dBA ABOVE THE AVERAGE AMBIENT SOUND LEVEL IN ALL OCCUPIABLE AREAS.
CALIFORNIA BUILDING CODE, SECTION 3501.1: AUDIBLE SIGNAL INTENDED FOR
OPERATION IN PRIVATE MODE SHOULD HAVE A SOUND LEVEL OF NOT LESS THAN 65 dBA AT 10 FEET OR MORE THAN 110 dBA AT MINIMUM HEARING DISTANCE FROM AUDIBLE APPLIANCE.
PROVIDE TEMPORAL 3 TONE WITH VOICE ANNUNCIATION ALARM SIGNALING CALIFORNIA AMENDMENTS.
CA REFERENCED STANDARDS CODE (PART 12, TITLE-24):
CFC (PART 9, TITLE-24):
CMC (PART 4, TITLE-24):
CEC (PART 3, TITLE-24):
CBC (PART 2, TITLE-24)
NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION WITH
PUBLIC SAFETY (TITLE-19), STATE FIRE MARSHAL.
2016 UBC STANDARDS WITH CA AMENDMENTS.
AUTOMATIC FIRE ALARM SYSTEMS SHALL TRANSMIT THE ALARM,
SUPERVISORY AND TROUBLE SIGNALS TO CALIFORNIA SECURITY UL#S3537 SUPERVISING STATION AS REQUIRED BY NFPA 72, AS AMENDED BY ARTICLE 91.
THE SUPERVISORY STATION SHALL BE LISTED AS EITHER UUFX OR UUJS BY
UNDERWRITER LABORATORY OR SHALL MEET THE REQUIREMENTS OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 3011.
PER NFPA 72
NAC = STYLE Y (CLASS B)
SLC = STYLE 4 (CLASS B)
IDC = STYLE B (CLASS B)
COOPER B-LINE
HVAC DUCT SMOKE DETECTOR AND HOUSING
FIRE ALARM VALVE TAMPER
FIRE ALARM POST INDICATOR VALVE
XMXX
DEVICE TYPE, (S)ENSOR OR (M)ODULE
WITH ADDRESSABLE MINI-MODULE FMM-101
WITH ADDRESSABLE MINI-MODULE FMM-101
WITH ADDRESSABLE MINI-MODULE FMM-101
CEILING MOUNTED FIRE ALARM SMOKE DETECTOR
DETECTOR BASE
(ALL INITIATION DEVICES ARE ADDRESSABLE U.O.N.)
PIV
VT
WF
FIRE ALARM STROBE 15cd,30cd,75cd,110cd
XXX
SYSTEM SENSOR
FIRE ALARM REMOTE ANNUNCIATOR
VP INDICATES VOICE ANNOUNCE PANEL/ANNUNCIATOR
FIRE ALARM COMBO SPEAKER/STROBE 15cd,30cd,60cd,110cd
WEATHERPROOF SPEAKER / STROBE WITH LISTED
WEATHERPROOF BACK BOX
SYSTEM SENSOR
SYSTEM SENSOR WP
XX
XX 4x4x2
1_
8 ", SINGLE GANG,
DOUBLE GANG, 4˝ OCTAGON
4x4x2
1_
8 ", SINGLE GANG,
DOUBLE GANG, 4˝ OCTAGON
4x4x2
1_
8 ", SINGLE GANG,
DOUBLE GANG, 4˝ OCTAGON
THE FIRE ALARM SYSTEM SHALL MEET AND COMPLY WITH ALL NATIONAL AND LOCAL FIRE ALARM CODES. THE CONTRACTOR SHALL PROVIDE ALL
ENGINEERING AND DESIGN SERVICES TO SUBMIT FULL WORKING
DRAWINGS TO THE LOCAL OR DESIGNATED AHJ FOR DEFERRED
APPROVALS. THE FIRE ALARM SYSTEM AS SHOWN IN DIAGRAMMATIC IN NATURE AND HAS NOT BEEN REVIEWED FOR CONFORMANCE TO CODES.
THE CONTRACTOR BY SUBMITTING DRAWINGS SHALL BECOME THE
RECOGNIZED ENGINEER AND DESIGNER OF RECORD FOR THE ENTIRE FIRE ALARM DESIGN , LAYOUT, AND SUBSEQUENT APPROVALS.
ALL DRAWINGS SUBMITTED FOR DEFERRED APPROVALS SHALL BEAR THE
CONTRACTORS NAME, LICENSE NUMBER, AND SHALL BE SIGNED BY A
LICENSED ELECTRICAL OR FIRE PROTECTION ENGINEER , LICENSED IN THE STATE OF CALIFORNIA, WITH VALID AND CURRENT CERTIFICATION.
THE CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL DRAWINGS,
MECHANICAL AND PLUMBING DRAWINGS, ALONG WITH ELECTRICAL TO
FORMULATE A DESIGN AND BY SUBMITTING BIDS , ACKNOWLEDGES THEIR
ROLES AND RESPONSIBILITY FOR ENGINEERING DESIGN AND SUBSEQUENT APPROVALS FOR THE FIRE ALARM SYSTEM.
FACP
FATC
M
SYMBOL DESCRIPTION MODEL # CSFM # BACK BOX MANUFACTURER FAAN
C
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SYMBOLS,
ABBREVIATIONS,
GENERAL NOTES
AND DRAWING LIST
FA001
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 132
UP
UP
2 3 4 5 6 7 8
A
B
C
D
1 MAGNOLIA AVE.
BONITA AVE.
EXISTING BUILDING
EXISTING TENNIS COURTS
PLAN
NORTH
HILLSIDE AVE.
EXISTING RESIDENCE
EXISTING RESIDENCE
VISTA AVE.
NEW BUILDING
TYPE 5 CONSTRUCTION,
FULLY SPRINKLERED
EXISTING PARKING
NEW SWIMMING POOL
NEW ACTIVITY
POOL
NEW POOL
EQUIPMENT
STORAGE
MAIN TENNIS COURT ENTRANCE
EXISTING BLEACHERS
EXISTING PARKING
EXISTING PARKING
BIORETENTION AREA
(S.L.D. & S.C.D.)
1 2
3 SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
SHEET NOTES
GENERAL NOTES
LEGEND
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
SITE PLAN - FIRE
ALARM
FA101
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1" = 20'-0" 1
SITE PLAN - FIRE ALARM
APPROXIMATE LOCATION OF PIV/BFP MONITORING CONNECTION,
INSTALL 1" CONDUIT BACK TO FIRE RISER ROOM AND CONNECT TO
ADDRESSABLE MODULE IN FIRE RISER ROOM
FIRE RISER ROOM WITH FLOW AND TAMPER CONNECTIONS, INSTALL
ADDRESSABLE MODULES FOR MONITORING SPRINKLER SYSTEM IN
THIS ROOM
APPROXIMATE LOCATION OF FACP AND VOICE PANEL IN ELECTRICAL ROOM
1 2
3 REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 133
VT
WF
A
N
N
FACP
N
A
C
A
N
N
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101
JUICE BAR
103
FIRST AID
104
LIFE GUARD
105
POOL MECH.
113
CHLOR
115
WOMEN'S
LOCKER
106
MEN'S LOCKER
107
535 SF
PARTY ROOM
111
PUMP PIT
0' - 0"
ACID
114
POOL OFFICE
102
ELECTRICAL/
TELECOM
116
RECYCLING
117
TRASH /
ORGANICS
118
FIRE RISER
119
ACTIVITY POOL
SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH
VESTIBULE
112
SF4
FAMILY RM
110
FAMILY RM
109
JANITOR
108
WP
WP
WP WP
WP
1 2
3 4
5 8
6 7
WP
30 75
30 15
30 75
15 15
15 30
30 75
75 15 15
30 15
VP
30 75
75 110
15 15
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FLOOR PLAN -
LEVEL 1 - FIRE
ALARM
FA201
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - FIRE ALARM
TYPICAL OUTDOOR WEATHERPROOF FIRE ALARM SPEAKER STROBE
TYPICAL INDOOR FIRE ALARM SPEAKER STROBE
NEW FIRE ALARM PANEL WITH VOICE EVAC AND LTE DIALER, CONNECT TO DEDICATED 120VAC CKT.
NEW NAC PANEL FOR STROBE AND SIGNAL CIRCUITS
NEW REMOTE ANNUNCIATOR WITH VOICE MIC
TYPICAL CONNECTIONS FOR WATER FLOW AND TAMPER SWITCHES BY SPRINKLER CONTRACTOR
NEW MONITOR MODULES FOR WATER FLOW, TAMPER CONNECTIONS
NEW REMOTE ANNUNCIATOR DISPLAY
1 2
3 4
5 6
7 8
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 134
2 3 4 5 6 7 8
A
B
E
C
D
1 MECH.
201
1" / 12"
RESTROOM
204
STORAGE/
CUSTODIAL
203
RESTROOM
205
RESTROOM
206
ROOF AREA
202
TERRACE
200
TYP.
DN
TYP.
ROOF
MECHANICAL
AREA
1 2 3 4 5 6 7 8
A
B
C
D
E
WP
WP
WP
WP
WP
1 2
PLAN
NORTH
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
KEYNOTES # GENERAL NOTES
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
ROOF PLAN - FIRE
ALARM
FA205
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
1/8" = 1'-0"
1 HIGH ROOF PLAN - FIRE ALARM
TYPICAL OUTDOOR WEATHERPROOF FIRE ALARM SPEAKER STROBE
TYPICAL INDOOR FIRE ALARM SPEAKER STROBE
1 2
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 135
1 C M
NO SCALE NO SCALE
2 TYPICAL SEQUENCE OF OPERATION 1 TYPICAL FIRE ALARM BLOCK RISER DIAGRAM FAAN
FIRST FLOOR/ LEVEL
120V
1 FSD
MP MP VT WF
R
15 110 110
C
75 75
EOL
15 FACP
15 30
TYPICAL DEVICES . REFER TO FLOOR PLANS FOR LOCATION
AND QUANTITY, (ALL DEVICE TYPES NOT SHOWN, REFER TO
FLOOR PLANS).
ROOF FLOOR/ LEVEL
NEW
TO NEW UDACT AND
CENTRAL
MONITORING
FIRE ALARM SEQUENCE OF OPERATION
ALARM / SUPV. DEVICES
AT FACP AT REMOTE ANNUNCIATOR AT OFF SITE MONITORING
ALARM YES NO NO YES NO NO YES NO NO YES NO NO
TROUBLE NO NO YES NO NO YES NO NO YES NO NO NO
FACP SMOKE
DETECTOR
ALARM YES NO NO YES NO NO YES NO NO YES NO NO
TROUBLE NO NO YES NO NO YES NO NO YES NO NO NO
DUCT SMOKE
DETECTORS
HVAC
ALARM YES NO NO YES NO NO YES NO NO YES YES YES
TROUBLE NO NO YES NO NO YES NO NO YES NO YES NO
WATER FLOW
SWITCH
ALARM YES NO NO YES NO NO YES NO NO YES NO NO
TROUBLE NO NO YES NO NO YES NO NO YES NO NO NO
TAMPER SWITCH
VALVE
ALARM NO NO NO NO NO NO NO NO NO NO NO NO
TROUBLE NO YES YES NO YES YES NO YES YES NO NO NO
CONTROL
MODULE FOR
HVAC SHUT
DOWN
ALARM NO YES NO NO YES NO NO YES NO NO YES NO
TROUBLE NO NO YES NO NO YES NO NO YES NO NO NO
ALARM NO YES NO NO YES NO NO YES NO NO NO NO
TROUBLE NO NO YES NO NO YES NO NO YES NO NO NO
PIV TAMPER
SWITCH
ALARM NO NO NO NO NO NO NO NO NO NO NO NO
TROUBLE NO YES YES NO YES YES NO YES YES NO NO NO
DISPLAYS
ALARM
SUPERVISORY
INDICATION
TROUBLE
INDICATION
DISPLAYS
ALARM
SUPERVISORY
INDICATION
TROUBLE
INDICATION
DISPLAYS
ALARM
SUPERVISORY
INDICATION
TROUBLE
INDICATION
ACTIVATES
HORNS AND
VISUAL
DEVICES
DUCT
DETECTOR
REMOTE
ANNC.
- OPEN & GROUND
INITIATING CKTS
(CLASS B)
NOTIFICATION CKTS
(CLASS B)
- SHORTED WIRES
- OPEN WIRE
- GROUNDED WIRE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
- SHORTED WIRES
- OPEN WIRE
- GROUNDED WIRE
SIGNALING LINE CKTS
(CLASS B)
- OPEN WIRE
- GROUNDED WIRE
- WIRE TO WIRE
SHORT & OPEN
ALARM
TROUBLE
ALARM
TROUBLE
ALARM
TROUBLE
- WIRE TO WIRE
SHORT & GROUND
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
TROUBLE
TROUBLE
AREA SMOKE
DETECTORS
AC POWER FAIL
TRANSFERS
TO
STANDBY
BATTERIES
NO NO YES NO NO YES NO NO YES NO NO NO YES
LOW BATTERY
NO NO YES NO NO YES NO NO YES NO NO NO NO
TROUBLE NO NO YES NO NO YES NO NO AT RESTORAL NO NO NO NO HVAC
UNIT
SHUT
DOWN
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
DACT
COMMUNICATION
FAILURE
CONTROL
MODULE FOR
F/S DAMPER
CLOSURE
PIV
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FIRE ALARM RISER
DIAGRAM
FA501
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 136
C
M
N.C.
6 5 4
TO SLC LINE/ADDRESSABLE LOOP
COM.
TO HVAC
UNIT
SHUTDOWN
OR
CONTROLLED
DEVICE
(TYPICAL ADDRESSABLE RELAY)
NO SCALE
1 TYPICAL HVAC/FAN/DAMPER
RELAY CONTROL WIRING
NO SCALE
2 TYPICAL STROBE ONLY WIRING
DETAIL
6 DUCT WIDTHS MINIMUM
BEND OR OTHER OBSTRUCTION
AIR FLOW
6 DUCT WIDTHS MINIMUM
SUPPLY OR RETURN
AIR INLET
FSD
R
IN FROM
PREVIOUS DEVICE
OUT TO NEXT
DEVICE
(CONFIGURATION MAY REQUIRE
ALTERNATE CONNECTION SEQUENCING
AND MAY ATTACH TO CONTROL OR
MONITOR MODULE FIRST, THEN TO
ADJACENT DEVICES)
TO DAMPER
CONTROL
TO DAMPER
POSITION DEVICE
(AS REQUIRED)
"A"
"A"
"F2"
"F2"
NO SCALE
3 TYPICAL REMOTE TEST STATION
CONNECTION DETAIL
NO SCALE
4 TYPICAL SAMPLING TUBE
DEFLECTION DETAIL
NO SCALE
5 TYPICAL DUCT DETECTOR
PLACEMENT - BEND IN DUCT
NO SCALE
7 TYPICAL SAMPLING TUBE AIRFLOW
DETAIL
NO SCALE
6 TYPICAL DUCT FIRE SMOKE
DAMPER - BLOCK DIAGRAM
NO SCALE
8 TYPICAL DUCT DETECTOR
PLACEMENT - STRAIGHT DUCT
DETECTOR
3/4
" HOLE
1/4
"
12"
2"
NOTE: THE KEY TEST COIL CIRCUIT REQUIRES
AN EXTERNAL 24VDC POWER SUPPLY WHICH
MUST BE U.L. LISTED
NOTE: THE USE OF A REMOTE TEST STATION
REQUIRES THE INSTALLATION OF AN
ACCESSORY COIL, PROVIDED SEPARATELY
EXTERNAL
POWER
SUPPLY
REMOTE TEST STATION
LED OPTION
1 PER UNIT
TEST COIL OPTION
1 PER UNIT
96MA CURRENT DRAW
TEST COIL +
TEST COIL -
COMM+
OUT(CONV ONLY)+
COMMRA/RTSRA+
RTS+
SAMPLING TUBE ENDCAP
ARROW MUST
FACE INTO
AIRFLOW
AIRFLOW DIRECTION
NO SCALE
9 TYPICAL MINI MODULE WIRING
DETAIL
SLC
ADDRESSABLE
LOOP
TO
MONITORED CIRCUIT
AND E.O.L
(+) (-)
(-) (+)
NO SCALE
10 TYPICAL FIRE ALARM PANEL -
MOUNTING HEIGHT ELEVATION
+60"
FLOOR
NFS2-3030 FACP
NAC PANEL
TO NEXT
DEVICE OR E.O.L.
FROM PREVIOUS
DEVICE OR PANEL
+
+
-
-
N.C.
6 5 4
TO SLC LINE/ADDRESSABLE LOOP
COM. TO DOOR
POWER OR
CONTROLLED
DOOR
DEVICE
(TYPICAL ADDRESSABLE RELAY)
NO SCALE
11 TYPICAL ELEVATOR LOBBY DOOR RELAY
INTERFACE CONTROL WIRING
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FIRE ALARM
DETAILS
FA701
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 137
SCALE: SCALE:
SCALE: SCALE:
OR RETURN
DIFFUSER
ACCEPTED HERE
NOTE: MEASUREMENTS
SHOWN ARE TO THE
CLOSEST EDGE OF THE
42" MIN/54" MAX (NFPA)
48" MAX (ADA)
DOOR
WIDTH
80" MIN (NFPA)
SYNCHRONIZE MORE THAN
TWO APPLIANCES IN ANY
FIELD OF VIEW.
DETECTOR.
LESS 3"
6"
TO EXIT DOOR
80" (ADA)
A/C SUPPLY
REF. 80" MIN (IBC) TO BOTTOM
ABOVE FINISHED FLOOR
REF. 96" MAX (IBC) TO TOP
96" MAX (NFPA) TO TOP
NOTE: REFER TO THE PROPER DEVICE
FOR BACKBOX MOUNTING HEIGHT.
INSTALLATION INSTRUCTIONS
SIDE WALL
CEILING
FOR CEILING HEIGHTS LESS THAN 86"
THE VISUAL LENS MOUNTING HEIGHT SHALL BE
WITHIN 6" (150mm) OF THE CEILING.
TO BOTTOM
3 TYPICAL ADDRESSABLE SMOKE/HEAT WIRING 1 TYPICAL NAC PANEL TO TERMINAL CABINET DETAIL 4 TYPICAL NAC PANEL SUPPORT DETAIL 2 TYPICAL ADDRESSABLE MANUAL STATION WIRING
1. NEW CONDUIT TO POWER CIRCUIT
2. NEW 1" CONDUIT MINIMUM BETWEEN NAC PANEL AND TERMINAL
CABINET
3. NEW 16HX12WX4D NEMA 1 TELEPHONE STYLE TERMINAL CABINET (TYPICAL)
4. CONDUITS TO FIELD DEVICES AND CONNECTIONS SHOWN ON PLANS
5. TYPICAL 'NAC' PANEL
TYPICAL
MANUAL PULL STATION
NOTE 1
NOTE 5 NOTE 2
NOTE 4
NOTE 3
TO NEXT
DEVICE
FROM PREVIOUS
DEVICE
- NONE - NONE
- NONE
TYPICAL PANEL BOARD
MAX
MAX WT=200#
N
TYPICAL FASTENERS:
AT METAL BACKING USE #14 HHSMS W/ WASHERS
AT CONCRETE WALL USE:
1 4
" DIA. HILTI KWIK BOLT W/ 2" EMBEDMENT
(ESR-1385)
TEST LOAD: 7 ft-lb
(PER MANUFACTURE'S MINIMUM INSTALLATION REQUIREMENTS)
(E) CONCRETE: 3000psi, REGWT. CONCRETE.
NOTE: WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN
PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE
AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING
REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND DRILLED-IN ANCHOR AND/OR PIN. (200 LBS MAXIMUM)
t
(# NUMBER OF
FASTENERS AT TOP)
N
b
(# NUMBER OF
FASTENERS AT BOTTOM)
MAX MAX
D
t
H
b
H
W
TYP MTG OF EQUIP. WEIGHING OVER 20 LBS.
14 GA. MIN. BACKING
- NONE
12" (MAX)
4"
3' (MIN)
AUDIBLE/VISUAL
& VISUAL ONLY
DEVICES
MANUAL
PULL
STATION
FINISHED
FLOOR
FINISHED
WALL
4"
NEVER
HERE
MAGNETIC
DOOR
HOLDER
CEILING MOUNTED
SMOKE/HEAT
DETECTOR
5' (MAX.)
FIRE FIRE
VISUAL APPLIANCE MOUNTING HEIGHT CONSIDERATIONS IN SLEEPING ROOMS
1. MIN DISTANCE IN SLEEPING ROOMS IS 24" (610mm) TO TOP OF LENS FOR 110CD STROBES WITHIN 16' OF THE PILLOW
2. 177CD STROBES, USED IN SLEEPING ROOMS, CAN BE WITHIN THE 24" (610mm) MINIMUM DISTANCE FROM THE CEILING. THE HIGHER INTENSITY IS TO COMPENSATE FOR A POSSIBLE SMOKE LAYER.
NO SCALE
6 FIRE ALARM DEVICE MOUNTING HEIGHTS (PER NFPA 72)
ABOVE
FINISHED
FLOOR
SIGNALING LINE (ADDRESSABLE) CIRCUITS SHIELDING EXAMPLE
BY CREATING A PROPER PROCEDURE FOR WIRE
MOST GROUNDS AND SHORTS CAN BE ELIMINATED.
WIRING TECHNIQUES FOR SHIELDED CABLE:
PRODUCT INFORMATION
MOST SHORTS ARE SHIELD TO CONDUCTOR.
MOST GROUNDS ARE DUE TO SHIELDING ISSUES.
WIRE NUT.
TOGETHER INTO
DRAIN WIRES
SECURELY TWIST
UL LISTED FIRE PROTECTIVE SIGNALING CABLES MAY BE SELECTED FROM THE WIRE & CABLE TABLE, #WIRE TABLE 6 ONLY CLASS B IDNET, MAPNET OR
DATA COMM. CABLE MAY BE
TAPE WRAPPED AS SHOWN HERE.
CORD CLAMP/BUSHING, AND
T-TAPPED. IT MUST BE DONE
CABLE STRAIN RELIEF I.E.
IN A JUNCTION BOX WITH
7 MIN. SIZE IS 18-2 AWG SOLID STP.
PIGTAILS MAY BE NOT BE USED IN FIRE ALARM APPLICATION.
#18-2 AWG SHIELDED
TWISTED-PAIR CABLE
PREPARE THE CABLE BY
JACKET AS NEEDED.
REMOVING 2" TO 4" OF
2 1
USE ONLY UL LISTED FIRE ALARM
SHIELDED TWISTED-PAIR CABLE
WIRING IN A FIRE ALARM SYSTEM.
LINES, AUDIO, PHONE & SPEAKER
(STP) FOR MAPNETS, DATA COMM.
4 DRAIN WIRE
KEEP THE DRAIN
THE SHIELD AND
TRIM AWAY ONLY
WIRE UNDAMAGED.
3 SHIELD
5 HANDLING WITH ADDRESSABLE CIRCUITS
SHIELDS AND DRAINS MUST NEVER TOUCH GROUND.
1. ALL WIRING IS TO BE COPPER CONDUCTOR. ALL EQUIPMENT MUST
BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS AND THE SPECIFICATIONS AND STANDARDS
OF THE AUTHORITY HAVING JURISDICTION. THE INSTALLATION OF
ALL WIRING, CABLE AND EQUIPMENT MUST BE IN ACCORDANCE
WITH NFPA 70, NATIONAL ELECTRICAL CODE NEC), AND SPECIFICALLY WITH ARTICLE 760, FIRE ALARM PROTECTIVE SIGNALING SYSTEMS;
2. IF SHIELDED WIRE IS USED, THE FOLLOWING MUST BE OBSERVED:
A. METALLIC CONTINUITY OF THE SHIELD MUST BE MAINTAINED AND INSULATED THROUGHOUT THE ENTIRE LENGTH OF THE CABLE.
B. SHIELDS SHALL ONLY BE CONNECTED AT THE CONTROL UNIT.
4. WIRING OTHER THAN THAT CONNECTED TO ELEVATOR CABS MUST NOT BE RUN
5. WIRING IN DUCTS, PLENUMS AND OTHER AIR HANDLING SPACES MUST BE LISTED FOR PLENUM USE AND INSTALLED IN ACCORDANCE WITH NFPA 70, ARTICLE 300.
6. SPLICING IS PERMITTED IN ACCORDANCE WITH NFPA 70. ALL JUNCTIONS MUST BE INSULATED AS SOUNDLY AS THE ORIGINAL JACKET. CONTINUITY OF ANY SHIELD
7. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT.
AND STYLE 6 CLASS A SIGNALING LINE CIRCUIT. MAXIMUM WIRE RUN NOT TO EXCEED 2500 FT.
9. ALL CIRCUITS ARE SUPERVISED AND POWER-LIMITED UNLESS OTHERWISE INDICATED. SHIELD WIRES ARE NOT SUPERVISED.
10. OPERATING POWER, FOR ADDRESSABLE DEVICES, MUST ORIGINATE FROM A POWER-LIMITED POWER SUPPLY LISTED FOR FIRE PROTECTIVE SIGNALING USE OR, FROM THE F.A. CONTROL PANEL POWER SUPPLIES INDICATED IN THE APPROPRIATE DIAGRAM. MAXIMUM WIRE NOT TO EXCEED 1KM (3270 FT).
11. WHEN COMMUNICATION WIRING OR OPERATING WIRING LEAVES THE BUILDING, OVERVOLTAGE PROTECTORS ARE REQUIRED; INSTALL ONE WHERE IT LEAVES THE BUILDING AND ONE WHERE IT ENTERS THE NEXT BUILDING. (WHERE USED) MUST BE MAINTAINED.
8. THE COMMUNICATION CIRCUIT MEETS THE OPERATIONAL CHARACTERISTICS DEFINED FOR A STYLE 4 CLASS B ARTICLE 800, COMMUNICATION CIRCUITS, WHERE APPLICABLE.
SHIELD MUST NOT BE CONNECTED TO, OR TOUCH CONDUIT, ELECTRICAL
3. UNDERGROUND WIRING MUST BE LISTED FOR APPLICATION AND FREE OF ALL WATER.
IN ELEVATOR SHAFTS (REF.NFPA 70, ARTICLE 620).
EXAMPLE: CUT
DRAIN WIRE
SHIELD
BLACK INSULATION TO
SLIDE ONTO DRAIN WIRE.
STRIP OFF APPROX.
1-2 INCHES OF
REUSE INSULATION DISCARD
DRAIN WIRE
JACKET. SECURE WITH
CAREFULLY DOWN INTO
PUSH REUSED INSULATION
ELECTRICAL TAPE.
BLACK
(-)
(+)
RED
ABOUT 5/16" TO 3/8" FOR
INSERTION INTO BOX-TYPE
OR SCREW-CLAMP TERMINALS.
REDUCE EXPOSED WIRES TO
DRAIN WIRE
ELECTRICAL TAPE.
+ --+
SEPARATELY UNDER TERMINALS.
A CONTINUOUS WIRE LOOP
IS NOT ALLOWED.
WIRES MUST BE CONNECTED
WIRES TOGETHER AND TRIM
NUT.
TO ABOUT 1-1/2". JOIN
THEM WITH ELECTRICAL WIRE
TWIST THE BARE DRAIN
THE SHIELD/DRAIN IS NEVER
CONNECTED TO THE DEVICE.
THE ADDRESSABLE DEVICE.
ABOUT 5/16" TO 3/8" FOR
INSERTION INTO BOX-TYPE OR
SCREW-CLAMP TERMINALS ON
STRIP THE INSULATED WIRES
CLASS 'B'
+
CLASS 'A'
--+
8 9
9.A
ALL UNSHIELDED WIRE MUST BE ENTIRELY IN GROUND CONDUIT.
CONDUIT SYSTEM MUST HAVE A GOOD REFERENCE TO EARTH GROUND TAG
WIRE
N1:M2
EXAMPLE FOR
WIRING LABELING
D. ALL CONDUCTORS ARE TO BE FREE OF SHORTS AND GROUNDS.
C. THE ENTIRE LENGTH OF THE CABLE MUST HAVE A RESISTANCE GREATER THAN 1 MEGOHM TO EARTH.
BOXES, OR ASSOCIATED HARDWARE AT ANY POINT.
GENERAL WIRING GUIDELINES
ERRORS, ALL WIRES MUST BE TAGGED.
TO PREVENT CONFUSION AND POSSIBLE
SEE WIRE LEGEND FOR TYPES.
12. TO PREVENT CONFUSION AND POSSIBLE ERRORS, TAG ALL CONDUCTORS, CODE AT INSTALLATION, TO IDENTIFY CIRCUIT ASSIGNMENT, POLARITY AND IN OR OUT DIRECTION OF THE WIRING. LOG ON AS-BUILTS.
MC CARLEY FIRE IS NOT RESPONSIBLE FOR ELECTRICAL CONTRACTOR'S WIRE CONDITIONS.
13. LEAVE ADEQUATE SLACK IN THE WIRING TO ALLOW FOR TROUBLE SHOOTING.
WIRES MUST BE
TIGHT ENOUGH
TO HOLD SECURELY
AND NOT SLIP OUT
OF WIRE NUT.
NO SCALE
5 SIGNALING LINE CIRCUITS SHIELDING EXAMPLE
SLC
ADDRESSABLE
LOOP
TO
MONITORED PULL
STATION AND E.O.L
(+) (-)
(-) (+)
TYPICAL
ADDRESSABLE SMOKE
DETECTOR (ION OR PHOTO)
FROM PREVIOUS
DEVICE
TO NEXT
DEVICE
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FIRE ALARM
DETAILS
FA702
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 138
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
1 REMOTE TEST KEYSWITCH DETAIL
2 DUCT DETECTOR MOUTING AND CONFIGURATION DETAIL
3 DUCT DETECTOR WIRING DETAIL
4 TYPICAL ABOVE CEILING DEVICE MARKING REQUIREMENTS
5 TYPICAL BFP OR OSY FIRE ALARM MONITORING CONDUIT CONNECTION DETAIL 6 TYPICAL PIV CONNECTION DETAIL
7 TYPICAL HORN AND STROBE WIRING 2 WIRE
B B
ALARM/
ACTIVE
DATA IN(+)
PREVIOUS DATA IN(-)
DEVICE
OR
FROM FACP
RED
LED
TO NEXT
DEVICE DATA OUT(-)
DATA OUT(+)
TB2
TB1
NORMAL
DO NOT ALTER
FACTORY CONNECTIONS
LED
4 3 2 1
GRN
678 5
Sampling
tube
HVAC duct
Airflow
Detector
Detector
Sealant
Plug
Sampling
tube
Exhaust tube
HVAC
duct
#10 sheet metal screw (2X)
Airflow
36 in
Sampling
tube HVAC duct
Exhaust tube
opening
Airflow
Sampling tube
opening
Air pressure
differential
meter
1 2
3 4
Alarm
Test
Data Out ( )
Data Out ( )
From Data Out ( / )
on previous
Signature device
+−
Data In ( )
Data In ( )
To Data In ( / )
on next Signature
device
+−
14 13 12 11 10 9 8 7
Power indicator
Alarm indicator
Notes
[1] No more than one remote test station or LED
indicator can be connected to the detector at the
same time. Wiring is unsupervised. Maximum
wire resistance is 10 ohms per wire.
- NONE
- NONE
- NONE
NOTE:
HEAT
123
ABOVE
?
?
?
?
?
PROVIDE SELF ADHEISIVE YELLOW LABEL
AND AFFIX DIRECTLY BENEATH CONCEALED
DEVICE.
- NONE
WHENEVER AN INITIATING DEVICE OR OTHER DEVICE IS INSTALLED IN
A LOCATION THAT IS CONCEALED FROM VIEW, ITS LOCATION IS TO
BE INDICATED AS TO WHAT TYPE OF DEVICE, AN ADDRESS NUMBER (IF APPLICABLE) AND WHERE APPROX. THE DEVICE IS LOCATED IN RELATION TO THE SIGN.
FSD
- NONE
OSY
- NONE
PIV
ADDRESSABLE MODULE
IS NOT PLACED
IN THE FIELD INSTALLED
IN THE BLDG. RISER ROOM
OS&Y GATE OR BFP
VALVES W/ TAMPER
SWITCHES
F.B.O.
BFP
ADDRESABLE MODULE
IS NOT PLACED
IN THE FIELD BUT IN THE BLDG.
TO P.I.V. OR NEXT DEVICE
BFP OR OSY VALVE
SEE CIVIL PLANS OR FIRE
PROTECTION PLANS
FOR EXACT BPF CONFIGURATION
AND DETAILS. THIS DETAIL
REFLECTS HOW CONDUITS AND
WIRING WILL
BE CONNECTED TO THE BFP VALVE
ASSEMBLY ONLY
- NONE
TO NEXT
DEVICE OR E.O.L.
FROM PREVIOUS
DEVICE OR PANEL
SHEET NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
ARCHITECT:
ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:
BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:
SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:
FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:
GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:
AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400
SPECIFICATIONS
TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
STAMP:
NOT FOR
CONSTRUCTION
25% PROGRESS SET
FIRE ALARM
DETAILS
FA703
APRIL 15, 2022
CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
REVISION
NUMBER DATE DESCRIPTION
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 139
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION ACTIVITY POOL LAYOUT PLAN AP-1 60'-0" 9'-1" 18'-9" 18'-9" 9'-5" 22'-0" 1'-0" 25'-6'' 60'-7
3 4" 2'-0" 12'-0" 6" 9'-0" 2'-0" 6"
4'-0" 7'-0" 7'-0" 4'-0"
7'-6" 7'-0" 7'-6" 14'-7
3 4"
4'-0"
8'-1012" 4'-0" 4'-9" 5'-2" 10'-0"
27'-2" 8'-9" 12'-7'' 25'-014" 2'-6''
7'-6" 7'-0" 7'-6" 5'-2"
4'-0" 7'-0" 7'-0" 4'-0" 12''12''12''12'' 14'' 5'-0" 5'-0" 4'-0" 12'-0"
12'-0"
12'-0"
6'-0"
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 140
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION ACTIVITY POOL LAYOUT PLAN AP-2 1'-0"
3'-0"
3'-6"
2'-0"
3'-6" 4'-0" 7'-0" 7'-0" 4'-0" 7'-6" 7'-0" 7'-6" 22'-0"
4'-3"
4'-3"
4'-0"
3'-6" 60'-0" 9'-2" 7'-0" 7'-0" 4'-0" 14'' 12''12''12''12'' 7'' 12'-8" 7'-0" 7'-6" 27'-2" 24'-0" 11'-0" 25'-0" 56'-3 14"
1'-6"
1'-6"
1'-6"
1'-6"
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 141
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS AP-3 1\''=1'-0'' GUTTER GRATE SWIMMING POOL WATER LEVEL NOSING TILE 2''x1'' GUTTER TILE 7" WATER LINE TILE VERTICAL REINF. POOL FINISH PER SPECIFICATIONS. 5-#4 CONT. #4 @ 12'' O.C. HORIZONTAL REINF. 3 2'' 6'' 1'-0'' THICKEN DECK
3''
2'' 18'' 9'' 3'' CLR. PER SPECIFICATIONS 2 COATS OF WATERPROOFING 6'' MIN. #3 @ 12'' O.C. 3 4-#4 CONT. FINISH WITH EXPANSION JOINT SLOPE PER ARCH PLANS 1'-0'' 2'-0'' SL\'' {'' 1\'' 6'' 1\'' SL6'' 1''x 1'' NON-SLIP 18'' 3'' CLR SHOTCRETE
2''
CLR.
8''
2 6'' 6'' 6'' POOL FINISH PER SPECIFICATIONS 3''=1'-0'' MORTAR PROOFING PER 2 COATS WATER ARCH PLANS SLOPE PER EXPANSION SL \'' JOINT {'' AS REQUIRED TO MITER GRATING PROVIDE CORNER SUPPORTS AT CHANGES IN DIRECTION. TO BE FABRICATED TO BETWEEN ANGLES. VERIFY CHANNEL & ANGLE ASSEMBLY MAINTAIN CONSTANT DISTANCE ALL DIMENSIONS PRIOR TO CONST. NOTE: SL 7'' W.L.
18'' SPECIFICATIONS 1\'' 1\'' 9'' GRATING TO BE PARALLEL 1'' VINYL, U.V. GRATING W/ NON-SLIP SURFACE. COLOR TO BE GRAY. 'GRATE TECHNOLOGIES INC.', 'LAWSON AQUATICS', OR APPROVED EQUAL REINFORCEMENT TABLE VERTICAL REINF. #4 @ 12'' O.C. WATER DEPTH 3'-6'' TO 4'-6'' 6'' "t" 3'' 6'' TO 12'' "ds" RADIUS BEYOND END RADIUS TRANSITION TO FLOOR REINF. #4 @ 12'' O.C. HORIZONTAL REINF. 24'' 0'-0'' TO 3'-6'' 6'' 3'' 0'' TO 6'' #4 @ 12'' O.C. #4 @ 12'' O.C. 24'' 1CONCRETE NOTES:
2 CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED OF ALL CONCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150 TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE 1''.5 CONCRETE MIX DESIGNS SHALL BE BASED UPON CBC SECTION 1905.6 CONCRETE SHALL BE TESTED AND INSPECTED PER SECTION CBC 1705.3 AND 1905.7 REMOVAL OF FORMS SHALL COMPLY WITH CBC SECTION 1905.8 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 1SHOTCRETE NOTES:
2 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150 TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE {''. 5 SHOTCRETE MIX DESIGNS SHALL BE PER CBC SECTION 1908.2.6 SHOTCRETE SHALL BE TESTED AND INSPECTED PER CBC SECTION 1908.5 AND 1908.10 AND 1705.3.7 ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING OF SHOTCRETE.8 ALL REINFORCEMENT WITHIN SHOTCRETE SHALL MAINTAIN MINIMUM 2'' CLEAR NON-CONTACT SPLICES.9 THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THE SHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURS AFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THIS IS NOT REMOVED WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVER EIGHT HOURS OLD SHALL BE THORUGHLY CLEANED WITH AIR AND WATER PRIOR TO RECEIVING SHOTCRETE. 10 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SHOTCRETE MATERIAL SHALL HAVE A MAX. WATER/CEMENT RATIO OF 0.40-0.50 PER ACI 506R, CHAPTER 6, PROPORTIONING AND PRECONSTRUCTION TESTING SECTION 6.3.3, WET-MIX PROCESS. POOL = 4000 PSI SLAB-ON-GRADE = 4000 PSI THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS WITH A 0.40-0.50 MAX. WATER/CEMENT RATIO CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED OF ALL SHOTCRETE PLACEMENT. 3''
CLR.
3''
6''
6'' WATER LEVEL GUTTER TILE 36'' 6'' 12'' #4 @ 12'' CLR.
CLR. 3'' SL \'' 6''
SL 1:12
2 OMIT BULL-NOSE TILE AT ZERO DEPTH ENTRY EXPANSION JOINT RIM FLOW BULLNOSE LIP BEYOND TILE AT ZERO DEPTH ENTRY SLIP RESISTANT 36'' OF 1''x1'' NON-SLIP TILE ADDITIONAL AT ZERO DEPTH ENTRY 4-#4 CONT. LAP 24'' INTO POOL GUTTER 18'' #4 @ 12'' O.C. E.W. 1\''=1'-0'' ['' = 1'-0'' PROVIDE CONST. JOINT AT POURED FLOOR AND SHOTCRETE WALL JOINT. SANDBLAST JOINT PRIOR TO SHOTCRETE PLACEMENT, ROUGHEN TO |'' AMPLITUDE. LAP ALL REINFORCEMENT MIN. 74 BAR DIA. 6'' #4 @ 12'' O.C. E.W. THRU-OUT FLOOR SHOTCRETE WALLS POURED FLOOR 1\''
KEY CLR.
2'' 'ds' 3''CLR FLR. WATER LEVEL SPRING LINE SL SLOPE PER ARCH PLANS SEE DETAIL 1 THIS SHEET FOR REINF. AND DIMENSIONS SL 3'' "t" #4 @ 12'' O.C. E.W.
RAD WALL/FLOOR (SEE TABLE) TRANSITION 6'' JOINT EXPANSION 6'' 2'-0'' 1'-0''
WATER DEPTH
VARIES SEE PLAN 3'' 32'' LAP CLR.
3 18''
(CONTRACTOR OPTION) NO SCALE EXPANSION JOINT
2'-0'' WHITE PLASTER FINISH DEPTH) WATERLEVEL DEPTH/ CAUTION MARKERS TYP. ANCHOR (SEE PLAN LOCATION) RECESSED CUP 1''x 1'' W.L. TILE (7'' TOTAL DEPTH/CAUTION MARKERS SHALL BE 1''x1'' CONTRASTING NON-GLAZED CERAMIC MOSAIC TILE NUMBERS/LETTERS ON NON-GLAZED CONTRASTING FIELD-SEE SPEC'S FOR COLOR AND MFR. CONCRETE DECK 18''
12''
12'' 12''
12''
12'' CERAMIC MOSAIC 1''x 1'' NON-GLAZED EA. RACING LANE TILE FLUSH TARGET @ < OF 2'-0''
1 AP-4 4-#4 CONT BOND BEAM WATERLEVEL
2'-0'' TO 3'-6'' WATERLEVEL 3'' CLR. #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. CENTERED IN 2-#4 CONT. 25'' LAP TYP. FLOOR #4 @ 12'' O.C. E.W. 12'' GUTTER TO DIKE WALL TRANSITION 6'' POOL GUTTER/DIKE WALL TRANSITION +6'' #4 @ 12'' O.C. JOG THIS BAR WITH FLOOR SLOPE TYP.
WATER DEPTH
3''
CLR.
3''
CLR.
6''R 1'-0'' COPING TILE DAL-TILE 1''X1'' NON-SLIP
2''6''7''
3'-6''
WATER DEPTH
6''R
6'' MIN. #4 @ 12'' O.C. CENTERED IN FLOOR PLASTER FINISH WHITE 3'' CLR.
TILE ROUNDED TOP [''=1'-0'' OR 2'-0'' SECTION
A
12'' 9'-3'' OPERATIONAL LEVEL
9'' 5''
OPER.
3'-6'' 5''
3''
3''
9'' #4@6'' O.C. E.W. #4 @ 6'' O.C. E.W. STATIC W.L.
SURGE
5-0'' 9'' CENTERED 10'' CENTERED
18'' 8'-0'' 10'' SURGE CHAMBER SACK FINISH ON SURFACES TYP. NATURAL CONC. NOTE: FIELD BEND REINF. FIELD BEND REINF. CONC. SPECIFICATIONS WATERPROOFING PER #4 @ 6'' O.C. E.W. OMIT BOTTOM KEYWAYS AND ALL WATERSTOPS AND PROVIDE WOOD FLOAT FINISH IF SHOTCRETE CONSTRUCTION IS USED'SWELL SEAL NO.8' WATERSTOP TYP. NOTE: PROVIDE |'' EASED EDGE ALL CONCRETE CORNERS. 32'' LAP TYP. 32'' LAP TYP.
3'' CLR.#4 @ 12'' O.C. E.W.
8'-0'' #4@6'' O.C. VERT. @ SCA 3-#4 ADDIT. (TYP. ALL WALLS) 32'' LAP
TYP. PLAN VIEW
10'' CENTERED 10'' TYP. 32'' LAP 10''
3'-8'' 3''
TYP. 8'-0'' #4 @ 6'' O.C. HORIZ. CENTERED
10'' 5''
5''
5'' LATCH SIDE SCA
A 3'' TYP. 'LANE INTERNATIONAL CORPORATION' POLYPROPYLENE VAULT LADDER WITH PULL-UP HANDRAIL. COLOR TO BE BLACK. 5'' \''=1'-0'' OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. ROCK WRAPPED IN MIRAFI 140N PROVIDE 6'' OF ['' CRUSHED O.C. E.W. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. ROCK WRAPPED IN MIRAFI 140N PROVIDE 6'' OF ['' CRUSHED OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. ROCK WRAPPED IN MIRAFI 140N PROVIDE 6'' OF ['' CRUSHED OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 142
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS AP-4 1\'' = 1'-0'' 18'' 12'' 12''12'' 12'' NON-GLAZED CERAMIC BE BLACK. SEE SPEC'S FOR MFR. 12'' MOSAIC TILE. COLOR TO 1'' X 1'' TILE WATER LEVEL BLACK BULLNOSE 1\"=1'-0" 12'' 12'' 12'' 12'' 36'' 1''x 1'' UNGLAZED NON-SLIP CERAMIC MOSAIC TILE PER SPECIFICATIONS WHITE PLASTER FINISH 3'' = 1'-0'' [''=1'-0'' 12'' .065 WALL x 1.90 O.D WITH BRONZE ANCHORS & ESCUTCHEON PLATES. 87'' HANDRAIL-"PARAGON" TOP & BOTTOM NON-SLIP TILE & GUTTER GRATING FINISH BOND PER CODE 2'-10'' #4 @ 12'' O.C. 3-#4 CONT. < 14'' 12'' 87'' 12'' 3'-6'' WATERLEVEL 12'' <
4|''
10''
9'' 15'' 9'' #4 @ 12'' O.C. E.W. #4 NOSE BAR 2'' TRIM TILE ON STEPS. 7'' 7''7''7''7''7'' TRIM TILE TO EXTEND FULL WIDTH OF STEP TYP. 12'' 2''
CLR.
TYP. 2'' CLR. TYP. 3'' CLR. #4 @ 12'' 6''
6'' 6'' 6'' DECK EDGE 6'' MIN. PROVIDE (4) #3 BARx18'', 2'' CLR TO SLEEVE THUS: 50 BAR DIA. LAP 1-7['' SEAT ROTATED OVER POOL SEAT RESTRAINT 12'' CLEAR DECK SPACE
4'-0'' 3'-0'' 4'-6'' POOL PERIMETER 3'-0''
2'-3'' 2'-3' 3'-0'' WIDE x 4'-6'' LONG THICKENED FOOTING 33'' FOOT REST DRIVE ARM SEAT RESTRAINT 1'-6'' MIN.
12'' 1'-6''
MIN. WATER LEVEL DECK SIDE HANDSET BATTERY AND CONTROL BOX FLIP-UP OUTER ARM REST SEAT LOWERED 26'' FROM DECK OVERHEAD TRANSFER ASSIST ACTUATOR 6'-1
11 16'' MAX POOL PERIMETER 3'-0''
6'' 6'' 1.90'' O.D. x 6.25'' DEEP STANCHION ANCHOR. PROVIDE BONDING CABLE TO DECK REINF. GRID. #4 @ 12'' O.C. E.W. TOP & BOTTOM
6.25'' 24'' 16'' TOP OF SEAT 9'' (6'' MIN.)
3'' 3''2'' 1. 2. 3. GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL. CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'SPECTRUM' #27365 EXTRA BATTERY PACK 'SPECTRUM' #13257 AND TRANSPORTER CART 'SPECTRUM' #26060. 4. UTILIZE OUTLET IN SWIM TEAM ROOM FOR DISABLED LIFT BATTERY CHARGE STATION. SEE SP.3. 5. POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED 48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1) 6. ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2) 7. CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLEL TO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3) 8. THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX. MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.4) 9. THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACK SUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4) 10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT. LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.6) 11. THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. (CBC SECTION 11B-1009.2.7) 12. THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN. BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8) 13. LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309. NOTES: 'SPECTRUM' TRAVELER XRC 500 (350 lb. MIN. AND 500 lb. MAX. LIFTING CAPACITY) ['' = 1'-0''
1\'' = 1'-0''
['' A5 TYP. INLAYS, INC. 6''x6'' CERAMIC TILE MARKER 'FT' AND 'IN' SERIES WHITE FIELD WITH BLACK NUMBERS AND LETTERS WITH 'SR' SKID RESISTANT FINISH, FOR DECK DEPTH MARKERS. POOL WALL DEPTH MARKERS TO HAVE 'SM' SMOOTH FINISH. TYP. SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 1\'' = 1'-0'' SECTION THROUGH TILE 3 6 FT IN NO DIVING NO RUNNING 1'-0'' 6''
6'' 6'' 1'-6'' 1'-0'' MORTAR SETTING BED PROVIDE SKID RESISTANT FINISH A SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 01FT IN 6'' 1'-6'' 00FT IN6'' 1'-6'' 61FT IN6'' 1'-6'' 62FT IN
6'' 1'-6'' 64FT IN6'' 1'-6'' SILK SCREEN OF 6'-0'' OR LESS. NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS. _'' BLUE WATER. _'' BLACK POOL FLOOR. 5. 6. 4. 3. 2. 1. INLAYS DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |'' MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION. 1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE. 116'' RED TICKS ABOUT THE HEAD. REFER TO DEPTH MARKERS DETAIL FOR DIMENSIONS & LOCATIONS. 3- NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 143
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS AP-5 1''=1'-0'' 1'-8''
CLEAR GRABRAIL AS SHOWN A- NON-SLIP CERAMIC TILE PER SPEC'S 1'-10'' TYP. AT EDGE PROVIDE 1'' RADIUS 1'' X 1'' UNGLAZED BONDING CABLE AND SHOWN ON POOL EDGE DET'L POOL GUTTER AS CLAMP PER DETAIL EA. ANCHORSTRUCT. PLANS 6'' 7'' 4'' 2'-2''
1'-0'' 1'-0'' SHOTCRETE POOL WALL @ 12" O.C. HORIZ. 4-#4 BARS 40'' LONG 2'-11'' 1'-0'' WATER LEVEL CYCOLAC STEP INSERTS (TYP.) PRE-FABRICATED GRATING PER SPEC'S ESCUTCHEON PLATES POOL PERIMETER PARAGON #30302: .109 WALL ADJUSTABLE GRABRAIL W/C1200B ANCHORS & C1210S VERIFY 6'' MIN. 6'' 7'' MIN. 1\'' CLR TYP. 1\'' CLR TYP. 1\'' CLR TYP. 3''
CLR SECTION 15\''W X 5''H X 5\''D (GROUT SET STEP) ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S. (2 PER GRABRAIL) CAST BRONZE ANCHOR SOCKET NOTE: CARE SHALL BE TAKEN DURING THE SHOTCRETE/GUNITE PROCESS TO PROVIDE STEP CUT-OUTS THAT ARE SUFFICIENTLY DEEP TO ALLOW FOR FLUSH INSTALLATION OF CYCOLAC STEP INSERTS. (NO EXCEPTIONS) POOL DECK, SEE 5-#4 CONT. #3 @ 12'' O.C. 6'' 6'' #4 @ 12'' O.C. UNDER STEPS 2-#4 CONT. 1'-6'' 4'' 4'' 2-#4 x 24'' LONG WIDENED BOND BEAM #4 @ 12'' O.C. AT 1'-0'' 1'-0'' 1'-0'' 2'-11'
(VERIFY) WATERLEVEL GRABRAILS AS SHOWN ON SPEC'S FOR MORE INFO PLAN ABOVE - SEE FIGURE 4 CYCOLAC STEP INSERTS (TYP.) 1'-10'' FINISH WHITE PLASTER -C 16\'' TYP. 6''
TYP.
\'' 15\'' \''
\'' \'' 5'' 1'-8'' CLEAR 6'' 3'' CLR. 4-#4 BARS PER SECTION VERT./HORIZ. REINF. AP-3 3 12'' LAP #4 @ 12'' O.C. x 40'' LONG 7'' STEP INSET BETWEEN STEPS 12'' (2) #3x52'' LONGITUDINAL BARS 2-#3 HAIRPIN TIE (4) ANCHOR SOCKETS ELEVATION 12'' 2'' 18''
3['' B12'' 7''5'' 2''
52''
\'' = 1'' 5'' 'SPECTRUM' STAINLESS STEEL COMMERCIAL CUP ANCHOR W/ STAINLESS STEEL EYEBOLT #35214 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH NON- SHRINK GROUT TYP. CONTINUOUS POOL REINF. BONDING CABLE AND CLAMP PER 7''
POOL WALL
PER PLAN 1''=1'-0'' 6'' NO LEAK FLANGEFLOW EXPANSION JOINT WATER LINE TILE WATER LEVEL 1'' 8'' WATER LEVEL POOL PERIMETER 2'-0'' 1'-0'' 6''1'-0'' 1'-6\'' NORMAL GUTTER LEVEL 1'-0'' 1'-6\'' 9'' 1'-6'' 9''
1''
CLR. GUTTER PIPING SIZE SHOWN ON PIPING PLAN GUTTER OUTLET BOX IS 12'' DEEP X 3'-0'' 1''
CLR. LONG GUTTER FLOOR BEYOND 3'-0'' PVC GUTTER SUCTION LINE TO SURGE CHAMBER SLOPE MIN. 1% (BEYOND) #4 @ 12'' WOOD FLOAT FINISH W/ 2 COATS OF WATERPROOFING PER SPECIFICATIONS 4'' POOL WALL
VERIFY DISTRIBUTION PANEL BOARD BOOSTER PANELBOARD PUMP PUMP CIRC PROOF BOX. SHUT-OFF SWITCH. MOMENTARY CONTACT PUSHBUTTON OPERATOR, (NEMA 4) IN WEATHER- TO OPERATE CIRC. PUMP & BOOSTER PUMP CIRCUIT BREAKERS IN 6 POLE CONTACTOR ENGRAVED NAME PROVIDE 1/2'' 2 1/2'' RED MUSHROOM PLATE 1/2''C 4#12 +34'' NO SCALE 4 TOP OF SLIDE TOWER OR DECK 3 SIGNAGE SHUT OFF SWITCH 12 TUB. STL. POST AT SLIDE TOWER OR DECK CONTRACTOR SHALL COORDINATE ELECTRICAL WIRING THROUGH TUBULAR STEEL POST. 5SCALE 1'' = 1'-0'' ELEVATION 12345 1/2'' 6-
2'-0'' 24" DIAM. FINISHED SURFACE WETPLAY ANCHOR SYSTEM NON-SHRINK GROUT COMPACTED GRANULAR FILL4'' 6'' 6-#4 X 22'' LONG @ MAX 12'' O.C. VERT. 4-#3 CIRCULAR TIES @ MAX 6'' O.C. W/ MIN 1\'' COVER 1 \'' MIN. 1\'' SCH 80 PIPING
1'' NOTE: GROUND TO DECK STEEL WITH BONDING CLAMP 4500 P.S.I. CONCRETE 6'' EMB.
MIN. NO SCALE
11'-2'' FINISHED SURFACE 3'-4'' 4'-1'' NO SCALE SYSTEM / FOOTING PLAYPHASE ANCHOR 1\'' WATER INLET 6- PLAYPHASE BASE 1\''=1'-0'' 6-#4 X 22'' LONG @ MAX 12'' O.C. VERT. 2''
6'' EMB. MIN.
2'-4'' 2'-0'' DIA. REFER TO TEMPLATE FOR DETAILS TPW-03002 (12''x 12'') WATERPLAY COMPONENT (4) ANCHOR BOLTS REFER TO COMPONENT SPECS (SPECIFIED BY VENDOR) 4500 P.S.I. CONCRETE 1\'' MIN 3'' CLR 4-#3 CIRCULAR TIES @ MAX 6'' O.C. W/ MIN 1\'' COVER PLAN VIEW NOTE: GROUND TO DECK STEEL WITH BONDING CLAMP FOOTING/BASE "C" 7 - PER 7'-3" 3'-10" 5'-1" FLUSH TO GRADE
2'-0" 2'-0" NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 144
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION UP SWIMMING POOL/ ACTIVITY POOL DECK PLAN DP-1 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 145
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION 87'-0" 75'-1"
75'-1" 108'-8" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0" 8'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-6" 87'-0" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 21'-6" 8'-6" 21'-8" 3'-0" 6'-9"12'' 14'' 5'-2" 4'-0" 5'-5" 18'-9" 18'-9" 18'-9" 9'-5" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 2'-3" 5'-9" 2'-3" 30'-012" 15'-0" 30'-012"
4'-0"
30'-012" 15'-0" 14'-1112" 15'-1"
10'-0" 10'-0" 40'-0" 6"
2'-0"
12'-1" 6"
5'-5" 15'-10"
2'-11"
18'-9" 13'-1" 82'-01 2'-3" 12'' 4" 12'' 2'-3" SWIMMING POOL LAYOUT PLAN SP-1 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 146
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION UP SWIMMING POOL/ ACTIVITY POOL PIPING PLAN SP-2 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 147
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION UP SWIMMING POOL/ ACTIVITY POOL UNDERWATER LIGHT/ TIMING PLAN SP-3 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 148
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION SWIMMING POOL SECTIONS SP-4 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 149
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION 1''=1'-0'' 9'' SHOTCRETE WALL TILE WATERLINE 6'' X 6'' DOUBLE CAP TILE WATERLINE SLOPE 2% RECESSED TILE (2) ['' RADIUS BEAD @ 4|'' BULLNOSE @ TOP AND DECK W/ [" RADIUS CANTILEVER CONCRETE POOL PERIMETER3'' 6''6'' 2" 1'-4''
2\'' 1'-4'' 2'' 2\'' WATER LEVEL PER PLAN ELEV. PER PLAN POOL DECK CERAMIC TILE MARKERS 2'' 7'' WHITE PLASTER FINISH 12'' MARKERS BULLNOSE RECESSED SHOTCRETE W/ WOOD FLOAT FINISH BOTTOM EDGE PROVIDE SMOOTH EVEN NON-ABRASIVE HANDHOLD FINISH WATERPROOFING PER SPECIFICATIONS FLUSH [''=1'-0''
VARIES SEE PLAN
1'-4'' CAST IN PLACE FLOOR SHOTCRETE WALLS LAP ALL REINFORCEMENT MIN. 74 BAR DIA. PLACEMENT, ROUGHEN TO |'' AMPLITUDE. SANDBLAST JOINT PRIOR TO SHOTCRETE FLOOR AND SHOTCRETE WALL JOINT. PROVIDE CONST. JOINT AT POURED 12'' THUS 3-#5 CONT. #4 @ 12'' O.C. #4 @ 12'' O.C. 2'-0'' 4'' 6''8''6'' THRU-OUT FLOOR #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. E.W. (SEE TABLE) SPRING LINE WALL/FLOOR TRANSITION 2-#4 CONT 2''CLR 3'' MIN. 'ds' CLR.
2''
RAD
1\''
KEY 3'' CLR. "t" SEE TABLE
12''
3 - DIA LAP 64 BAR
WATER DEPTHAROUND POOL#4 @ 12'' O.C. 7-#4 CONT 2'-6'' 2"CLR REINF. IN SAME PLANE 1-#4 CONT WATER LEVEL 2'' C.J. 3''CLR2'-6'' 7'' 1'-4'' 6'' 6'' 2''
3''
12'' 5'' 6'' FLR. FIELD BEND REINF. CLR TYP.
-3 REINFORCEMENT TABLE VERTICAL REINF. #4 @ 12'' O.C. 5'-1'' TO 7'-0'' 9'' #4 @ 6'' O.C. WATER DEPTH 3'-6'' 6'' "t" 6'' 18'' TO 2'-6'' 3'' 6'' "ds" RADIUS BEYOND END RADIUS TRANSITION TO FLOOR REINF. #4 @ 8'' O.C. #4 @ 12'' O.C. HORIZONTAL REINF. 24'' 24'' 7'-1'' TO 10'-0'' 10'' 2'-6'' TO 5'-0'' 7'' #5 @ 4'' O.C. #4 @ 8'' O.C. 24'' 10'-1'' TO 13'-3'' 17'' 5'-0'' TO 6'-0'' 14'' 24'' 1CONCRETE NOTES:
2 CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED OF ALL CONCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150 TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE 1''.5 CONCRETE MIX DESIGNS SHALL BE BASED UPON CBC SECTION 1905.6 CONCRETE SHALL BE TESTED AND INSPECTED PER SECTION CBC 1705.3 AND 1905.7 REMOVAL OF FORMS SHALL COMPLY WITH CBC SECTION 1905.8 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. SHOTCRETE NOTES: POOL = 4000 PSI SLAB-ON-GRADE = 4000 PSI THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS WITH A 0.40-0.50 MAX. WATER/CEMENT RATIO 12 CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED OF ALL SHOTCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150 TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE {''. 5 SHOTCRETE MIX DESIGNS SHALL BE PER CBC SECTION 1908A.2.6 SHOTCRETE SHALL BE TESTED AND INSPECTED PER CBC SECTION 1908A.5 AND 1908A.10 AND 1705A.3.7 ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING OF SHOTCRETE.8 ALL REINFORCEMENT WITHIN SHOTCRETE SHALL MAINTAIN MINIMUM 2'' CLEAR NON-CONTACT SPLICES.9 THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THE SHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURS AFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THIS IS NOT REMOVED WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVER EIGHT HOURS OLD SHALL BE THORUGHLY CLEANED WITH AIR AND WATER PRIOR TO RECEIVING SHOTCRETE. 10 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SHOTCRETE MATERIAL SHALL HAVE A WATER/CEMENT RATIO OF 0.40-0.50 PER ACI 506R, CHAPTER 6, PROPORTIONING AND PRECONSTRUCTION TESTING SECTION 6.3.3, WET-MIX PROCESS. #5 @ 4'' O.C. #4 @ 12'' O.C. REAR FACE REAR FACE #4 @ 12'' O.C. #4 @ 12'' O.C. FRONT FACE FRONT FACE #4 @ 12'' O.C. #4 @ 12'' O.C. (WALL @ 7'-0'' SHOWN.) (SEE TABLE) TRANSITION WALL/FLOOR "ds" "t" POURED FLOOR SHOTCRETE WALLS TYP. 3''CLR SPRING LINE RADIUS
SEE TABLE
1\'' KEY #4 @ 12'' O.C. E.W. THRU-OUT FLOOR
3 LAP MIN. 64 BAR DIA
6'' FLOOR THICKENED TRANSITION 6'' FLR. WATER LEVEL REINF. IN SAME PLANE 3''CLR 1'-4'' "t" 6'' THUS 12'' 2'-0'' 6'' 3''CLR 8'' 4''
2"CLR C.J. 7''
1'-4'' 1-#4 CONT HORIZ. REINF. VERT. REINF.12'' 2''CLR6'' 2'' 3''
6'' 2'' 5'' 1-#4 CONT
12'' 2'-6'' 2'-6''
WATER DEPTH
3 REINF. PER HORIZONTAL ELEVATION WALL REINF. SCHEDULE 3 GUTTER REINF. HORIZONTAL WATERLEVEL 3 PER
2 DECKING CANT. 6''
3 FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS
(WATER DEPTH MINUS RADIUS)
DIMENSION VARIES "ds" 6'' #4 @ 6' O.C. (AT 7'-0') VERT. SEE SCHEDULE (#5 @ 4' O.C. AT 7'-1') PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL-2 3-#5 CONT. IN BOND BEAM 7-#4 CONT AROUND POOL [''=1'-0'' \''=1'-0'' (WALL @13'-0'' SHOWN) ELEVATION POOL WALL SECTION PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL 2/AQ105 "t" SEE TABLE SHOTCRETE WALLS POURED FLOOR VERTICAL REINF. HORIZONTAL REINF. SEE TABLE SEE TABLE ARE TO EXTEND UP WALL TO FOR GUTTER/DECK SEE DETAIL REINFORCEMENT 1\'' KEY TERMINATE VERTICAL END OF WALL/FLOOR LAP REINFORCEMENT AT 3''
CLR
6''
RADIUS SPRING LINE 3''CLR "t" SEE TABLE
SEE TABLE TRANSITION (SEE TABLE) WALL/FLOOR WATER LEVEL 2'-6'' 64 BAR MIN. NON-CONTACT LAP SPLICE
WATER DEPTH DIA LAP 6'' FLR. 24'' MIN. STAGGER WALL REINF. REAR FACE #5 @ 4'' OC PER SCHEDULE 4'' PER SCHEDULE HORIZONTAL REINF. HORIZONTAL #4 @12'' O.C. GUTTER LAP SPLICE GUTTER REINF. 74 BAR DIA. 12'' PER DECKING WATERLEVEL CANT. ALL VERTICAL #5 BARS "ds" 47'' GUTTER LIP BAR #4 @ 12'' OC VERT. VERT. REINF. IN PERP. PLANE LAP 47'' WITH WALL LIP REINF. LAP 64 BAR WITH WALL VERT. REINF. IN PERP. PLANE LAP FACE 3''CLR TYP.
3 #4 @ 12'' O.C. E.W. FRONT
2- FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS
(WATER DEPTH MINUS RADIUS)
DIMENSION VARIES
3 3
3 3
2 2 "ds" SEE TABLE THRU-OUT FLOOR #4 @ 12'' O.C. E.W.
3''
CLR
VARIES
THICKENED
TRANSITION
FLOOR
8'-0'' #5 @ 6'' O.C. VERT. @ SCA 3-#4 ADDIT. (TYP. ALL WALLS) 32'' LAP
TYP. PLAN VIEW 6A
10'' CENTERED 10'' 32'' LAP 10'' 3'-8'' 3'' TYP. 8'-0'' #4 @ 6'' O.C. HORIZ. CENTERED (TYP.10'' 4\''
4\''
4\'' CLR.
7 - LATCH SIDE SCA
3''
TYP.
3'-8'' 'LANE INTERNATIONAL CORPORATION' POLYPROPYLENE VAULT LADDER WITH PULL-UP HANDRAIL. COLOR TO BE BLACK.
CLR.
ALL WALLS) CLR. 4\'' CLR. E.W. = EACH WAY O.C. = ON CENTER LEGEND ['' CLR. 10''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONS \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL WATERPROOFING PER 8'-0'' #4@6'' O.C. E.W. #5 @ 6'' O.C. VERTICAL #4 @ 6'' O.C. HORIZONTAL OPERATIONAL LEVEL 3''
OPER.
3'-6'' CENTERED #4 @ 6'' O.C. E.W.
12''
SURGE
8'-6''
5'-0'' STATIC W.L.
9'' 10''
32'' LAP
TYP. WATERSTOP SWELLSEAL #8 32'' LAP TYP. 10''
3'' 2'-0''
9'' 2'-0'' THICKENED SECTION
4\''
4\'' 5'' 5'' NOTE: OMIT BOTTOM KEYWAYS AND ALL WATERSTOPS AND PROVIDE WOOD FLOAT FINISH IF SHOTCRETE CONSTRUCTION IS USED SPECIFICATIONS FIELD BEND REINF. FIELD BEND REINF. 5'' 5'' 3''
9'' SECTION 6A 18'' MIN.
5''
5'' \''=1'-0'' [''=1'-0'' 2. 3. 33'' MIN. 36''
13'' 1. 44''
4|'' LOADING: 300 LBS. PER SQ. FOOT. NOTES: 36''
1''
RECESS 4. PROVIDE A MINIMUM OF TWO (2) \'' DIA. WEEP HOLES AT EACH OF THE 4 (FOUR) SIDES OF THE DRIP CHANNEL. WIRE MESH FOR CASTING MATERIAL MATERIAL: ALUMINUM WITH STAINLESS STEEL BOLTS, NUTS, SPRINGS, SLAM LOCK, HINGES & HOLD OPEN ARM. BITUMINOUS COATING IS APPLIED TO AREA OF FRAME IN CONTACT WITH CONCRETE. HINGES TO BE LOCATED OPPOSITE LADDER RUNGS. WATERTIGHT PLUG REMOVABLE KEY WRENCH STAINLESS STEEL CONTINUOUS HINGE MANHOLE SHALL BE U.S.F. FABRICATION INC. #R-TPS-300-36x36 ALUMINUM. 1(800)258-6873. STAINLESS STEEL AUTOMATIC HOLD OPEN ARM WITH RED VINYL GRIP \'' DIA HOLE AT BOTTOM OF DRIP CHANNEL (TYP.) STAINLESS STEEL SPRINGS \'' DIA WEEP HOLES TYP. STAINLESS STEEL SLAM LOCK FLUSH CAST ALUMINUM DROP HANDLE |'' SMOOTH PLATE CONCRETE INFILL LATCH FLUSH 3-#4 EACH SIDE OF SURGE CHAMBER ACCESS CLEAR OPENING 'LANE INTERNATIONAL CORPORATION' POLYPROPYLENE VAULT LADDER WITH PULL-UP HANDRAIL. COLOR TO BE BLACK. -A
-B
1 AQ106 SECTION
A PLAN VIEW
B CROSS-SECTION @ SURGE CHAMBER ACCESS
44'' OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. 140N FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. PROVIDE 6'' OF ['' CRUSHED ROCK WRAPPED IN MIRAFI FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. ROCK WRAPPED IN MIRAFI 140N PROVIDE 6'' OF ['' CRUSHED OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. FILTER FABRIC BELOW POOL FLOOR OVER COMPACTED SUBGRADE. ROCK WRAPPED IN MIRAFI 140N PROVIDE 6'' OF ['' CRUSHED OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. 5'-0'' 7'' 4'' 18'' #4 @ 12'' O.C. #4 @ 12'' O.C. 24'' DETAILS SP-5 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 150
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-6 \'' = 1'-0'' 6''
VARIES PER DEPTH
A 6''
OF SURGE CHAMBER
SPACE RUNGS @ 12'' O.C.
6'' 3'-6''
HANDRAIL IN
EXTENDED
POSITIONLADDERS WITH PULL-UP HANDRAIL AVAILABLE IN 5 RUNG THROUGH 25 RUNG. 1 POLYPROPYLENE CONFORMS TO ASTM D-4101. LADDERS MEET ALL ASTM C-497 LOAD REQUIREMENTS AND OSHA 1910.26 AND 1910.27 SPECIFICATIONS. 2 FASTEN LADDER TO FLOOR AND WALL WITH \''~ STAINLESS STEEL HILTI KBTZ 2 (ESR 4266) W/ 2'' MIN. EMBED TYP.
3 STANDARD ADJUSTABLE MOUNTING BRACKET - 8'' O.D.
4 ALUMINUM REINFORCED COPOLYMER POLYPROPYLENE RAIL 1['' x 1['' DIA. 5 STEEL REINFORCED COPOLYMER POLYPROPYLENE RUNG 1}'' x 1|'' DIA.
WITH MOLDED FINGER GRIPS, 12'' C.C.
6 ALUMINUM AND STEEL REINFORCED COPOLYMER POLYPROPYLENE PULL-UP HANDRAIL. 7NOTES: 16\''
1'-5'' 8\''
12'' 12'' 12'' 12'' 12''12''
3'-6''
HANDRAIL IN
EXTENDED
POSITION
7 5
36 7
4 3
AB LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: 'LANE INTERNATIONAL CORPORATION' POLYPROPYLENE VAULT LADDER WITH PULL-UP HANDRAIL. COLOR TO BE BLACK.
B
3 1 FRONT VIEW HANDRAIL IN RETRACTED / EXTENDED POSITION 2 SIDE VIEW HANDRAIL IN RETRACTED / EXTENDED POSITION 1['' 1'-5'' 8\'' SURGE CHAMBER ACCESS
12'' NO SCALE
18''
12''
12'' 12'' FOR DEPTH MARKER/ FORM RECESS ['' DEEP CAUTION MARKER PLAQUE12'' TILES. 12'' WHITE PLASTER BULLNOSE TARGET @ < OF TILE FLUSH W/ BLACK DOUBLE EA. RACING LANE 1''x 1'' NON-GLAZED CERAMIC MOSAIC PLASTER FINISH 12'' FINISH
12'' TARGETS WATER LEVEL 6''x 6'' W.L. TILE ['' RAD @ DECK 1''x 1'' NON-GLAZED 4|''x 4|'' BLACK ON BLUE CERAMIC TILE DEPTH MARKERS CERAMIC MOSAIC 2\''x 6'' BULLNOSE 4|'' TYP.
8\'' FLUSH ROPE ANCHOR
<
4'' 15 M TILE 'DALTILE' D195 'OAK MOSS' WITH NON-SLIP SURFACE ON DECK. EKO3 #DP-108-00004 STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP RA LOCATIONS TYP. WATER LEVEL BLACK DOUBLE BULLNOSE TILE 12'' 12'' 12'' 18'' 12'' 12'' 12'' 1'' X 1'' NON-GLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS CANTILEVER DECK FACE 1\'' = 1'-0'' 1\"=1'-0" 12'' 12'' 12''
12'' 36'' 1''x 1'' UNGLAZED NON-SLIP CERAMIC MOSAIC TILE PER SPECIFICATIONS WHITE PLASTER FINISH 1\'' = 1'-0'' 3''=1'-0'' [''=1'-0'' MIN. 9'' 9'' 9''9''
3'-6''
9''9'' 6'' 6'' AND SPECTRUM #35214 S.S. ESCUTCHEON PLATES 12'' 12'' 6'-0'' 12'' 12'' HANDRAIL TYPE 304 WITH 320 GRIT FINISH "PARAGON" # 34203: 1.90'' O.D. W/ #C1200B BRONZE ANCHOR SOCKETS 1-#4 CONT. @ EA. STEP TILE DOWN TO 6''x6'' W.L. #4 @ 12'' O.C. EW CENTERED IN 6'' SLAB PROVIDE WHITE NON-SLIP 1''x1'' TILE @ LAST RISER #3 TIE @ 18'' O.C. 4-#4 CONT. LAP INTO POOL EA. SIDE \'' 6'' 14''
2'-10'' REINF. BOND TO REINF. BOND TO 12'' LEVEL TO START OF RADIUS 2'-10'' TRIM TILE ON STEPS INLAYS 2\''x6'' NON-SLIP "BLACK". #CPC00022 OR 'DALTILE' 1''x2'' | ROUND #S812 WITH 2-1''x1'' BLACK NON-SLIP TILE. WATERLEVEL 3'' CLR. EA. SIDE. POOL GUTTER TERMINATES AT FIRST POOL RISER TYP. 12'' 9''
6'' 12'' 3'' CLR. MIN. #3 @ 6'' O.C. E.W. x 20'' LONG GRADE 40 2|'' 1'' \''R EDGE TILE #CPC00022,
NON-SLIP, BLACK. INLAYS SAFETY 2|'' x 1'' x 6'' LONG PLASTER FINISH WHITE 1\''=1'-0'' 8 - STAIR TREAD DETAIL AND UPPER APPROACH TRIM TILE AT TOP THICKENED SLAB 2\''
CLR.
4|'' #3 @ 6'' O.C. E.W. x 20'' LONG GRADE 40 9'' 24'' LAP 2\''
4|''
3"3"
6"7" 7"3"3" 7" 6" 7" [''=1'-0'' WATERLEVEL 6''
12'' DEPTH POOL DECK ELEV. PER PLAN GUTTER TO TERMINATE AT FIRST STEP PER PLAN 6''
PER PLAN HANDRAIL PROVIDE 1''x1'' TILE ALONG FACE OF THICKENED DECK AND TOP STAIR RISER 8 - CONTRACTOR SHALL MATCH WATERLINE AND GUTTER CAP TILE ALONG FACE OF STAIR RISER. OF NON-EXPANSIVE ENGINEERED FILL OR LIME TREATED CLAYEY SUPPORT DECKS ON 18'' MIN. SOILS. (12''x18'') [''
A
6 TYP. INLAYS, INC. 6''x6'' CERAMIC TILE MARKER 'FT' AND 'IN' SERIES WHITE FIELD WITH BLACK NUMBERS AND LETTERS WITH 'SR' SKID RESISTANT FINISH, FOR DECK DEPTH MARKERS. POOL WALL DEPTH MARKERS TO HAVE 'SM' SMOOTH FINISH. TYP. NOTE: PROVIDE (N) INTERNATIONAL 'NO DIVING' SYMBOL AT POOL DECK DEPTH MARKERS 6FT 0IN AND SHALLOWER PER DETAIL. SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 1\'' = 1'-0'' SECTION THROUGH TILE 3 6 FT IN
NO DIVING NO RUNNING 1'-0''
6''
6'' 6'' 1'-6'' 1'-0'' MORTAR SETTING BED PROVIDE SKID RESISTANT FINISH A SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 64 IN 6'' 1'-6'' 07 IN
6'' 12'' FTFT 013 IN6''FT SILK SCREEN OF 6'-0'' OR LESS. NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS. _'' BLUE WATER. _'' BLACK POOL FLOOR. 5. 6. 4. 3. 2. 1. 6''x6'' 'INLAYS' C621500 DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |'' MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION. 1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE. 116'' RED TICKS ABOUT THE HEAD. REFER TO DEPTH MARKERS DETAIL FOR DIMENSIONS & LOCATIONS. 5 - 12'' NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 151
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-7 1. 2. 3. GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL. CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'SPECTRUM' #27365 EXTRA BATTERY PACK 'SPECTRUM' #13257 AND TRANSPORTER CART 'SPECTRUM' #26060. 4. UTILIZE OUTLET IN SWIM TEAM ROOM FOR ACCESSIBLE LIFT BATTERY CHARGE STATION. 5. POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED 48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1) 6. ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2) 7. CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLEL TO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3) 8. THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX. MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.4) 9. THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACK SUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4) 10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT. LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.6) 11. THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. (CBC SECTION 11B-1009.2.7) 12. THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN. BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8) 13. LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309. NOTES: 'SPECTRUM' TRAVELER XRC 500 (350 lb. MIN. AND 500 lb. MAX. LIFTING CAPACITY) [''=1'-0'' TOP VIEW 1-7['' SEAT ROTATED OVER POOL SEAT RESTRAINT 12'' CLEAR DECK SPACE
4'-0'' 3'-0'' POOL PERIMETER 27'' 18'' 4'-0''x4'-6''x12'' DEEP SUPPORT FOOTING -A
2'-3'' 2'-3'' 2'-0'' 2'-0'' 4'-6'' MAX. (16'' MIN.) 16'' MIN. SIDE VIEW POOL PERIMETER FOOT REST DRIVE ARM SEAT RESTRAINT 1'-6'' MIN.
12'' 1'-6''
MIN. 9'' WATER LEVEL DECK SIDE HANDSET BATTERY AND CONTROL BOX FLIP-UP OUTER ARM REST SEAT LOWERED 26'' FROM DECK OVERHEAD TRANSFER ASSIST ACTUATOR 6'-1
11 16'' MAX 27'' SLOPE 2% MAX 2'-0''
12'' 1.90'' O.D. x 6'' DEEP STANCHION ANCHOR BONDING CABLE AND CLAMP PER DETAIL #4 @ 12'' O.C. E.W. TOP & BOTTOM 2'-0'' 4'-6'' MAX. (16'' MIN.) 6 3/16'' 12'' #4 HAIRPIN TIE \'' = 1''
HEX
]''
3\'' HEAVY DUTY CHROME PLATED EYE BOLT PARAGON #70317 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH 10,000 PSI AT 7 DAY NON-SHRINK GROUT BONDING CABLE AND CLAMP PER
POOL WALL
PER PLAN 7'' THREADED BRASS INSERT PARAGON #70318 WHITE PLASTER FINISH 3''=1'-0'' PENDANT STANCHION = 7'-0''
BACKSTROKE STANCHION = 7'-0'' WRENCH (TYPICAL) PROVIDE GROUND CABLE TO DECK REINF. ELEV. PER PLAN POOL DECK 6'' THICKEN SLAB AS SHOWN
4'' CL'R
ALL SIDES
3" GRID. DRILLED FOR SPANNER THREADED PLUG AND STANCHION ANCHOR WITH S.S. PIPE STANCHION (TYP) 1.90" O.D. X 0.145" WALL RECALL STANCHIONS INSTALL BACKSTROKE & CHROMED CAST BRONZE STANCHION ACCESSORIES: PER SPECIFICATIONS #3 BARx24'' GRADE 40 (4) THUS: WATERLINE 3'-0" BACK FROM 3'' CL'R #4 @ 12'' O.C. E.W. ON POST ALLOWED. NOTE: MAXIMUM 100lb. TENSION 3\'' 3\'' 2'' CLR.
3"
6"7" 7"3"3" 7" 6" 7" PROVIDE
6''
3'' CL'R 2'' 2'' 1''=1'-0'' REINF. CABLE AND CLAMP PER TO DECK DETAIL GUTTER BONDING POOL WATER LEVEL 9'' POOL PERIMETER DECK PER PLAN BUMPER PLATES 1''x1'' NON-SLIP TILE 6''x 6'' MIN. TYP. TYP. EACH LEG PROVIDE WHITE BUMPER RUBBER ESCUTCHEON PLATE W/ SPECTRUM S.S. #35214 ANCHOR SOCKET CAST BRONZE 4|'' CROSS BRACED PRE-FABRICATED LADDER PER SPEC'S 30'' 6'' 1'-0'' 6'' 1'-0'' 1'-0'' 2'-4'' 4'' 3|'' (3'' MIN.) 4|'' (5'' MAX.) 5'' MIN. STAIR TREAD TYP.1'-0'' GRIT FINISH. TYPE 304 STAINLESS STEEL WITH 320 3"#3 BARx36'' @ EA. GRADE 40 (4) POST THUS:3"
6"7" 7"3"3" 7" 6" 7" PROVIDE
3''
[''=1'-0'' 4'-6''
6'-0'' OR 8'-0'' PER SPEC. PLATFORM SEAT 4'-2'' 2'-2'' NOTE: SEE SPEC'S FOR CHAIR MFR RUBBER BUMPER DECK PER PLAN CYCOLAC STEPS GRIT FINISH. STAINLESS STEEL WITH 320 TYPE 304 VERIFY REINF. CABLE AND CLAMP TO DECK GUTTER BONDING POOL 1"
C 8'' X 12'' STEP ANCHOR COMPETITOR MANUF. PLATFORM SOCKET PER 10 deg
6'' 1'-6''
1'-0'' ROPE ANCHOR PER DETAIL (BEYOND) WATER LEVEL 24'' X 32'' TOP PLATFORM PER MFR CALLED OUT ELEV. PER PLAN IN SPEC'S (FIBERGLASS) TUBING 1''~ POOL DECK POOL PERIMETER BACKSTROKE 2'-6'' MAX ELEV.
1'-6'' PLATFORM EKO STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP/RA 3 LOCATIONS 9'' STEEL WITH 320 GRIT TYPE 304 STAINLESS FINISH
3'' PROVIDE (6) #3 BAR THUS: 7"
7" 7" 21\"
2 - 1''=1'-0'' 1''=1'-0'' RUBBER BUMPER TILE BUMPER PLATES TYP. EA. LEG (6''x 6'') PROVIDE WHITE NON-SLIP POOL PERIMETER EDGE DET'L ON POOL GUTTER AS SHOWN POOL 6'' WATER LINE PER PLAN DECK ELEV. STANCHION ANCHOR SOCKET - VERIFY DIMENSIONS AND CALLED OUT IN SPEC'S VERTICALLY ADJUSTABLE WATERPOLO GOAL ASSEMBLY INSTALL PER MANUFACTURER VERIFY 2'-6'' 2'-4'' 3'-0'' WHEN POOL IS 5'-0'' OR GREATER
5''
VARIES
1'-6''
10'' WITH 320 GRIT FINISH. TYPE 304 STAINLESS STEEL
3"3"
6"7" 7"3"3" 7" 6" 7" #3 BARx24'' GRADE 40 (4) THUS: PROVIDE BONDING CABLE AND CLAMP TO DECK REINF. GRID NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 152
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-8 \''=1'-0'' C SECTION7'' 6'' 3'' CLR. #4 BARS 94'' LONG EA. STEP PROJECTION CENTERED VERT./HORIZ. REINF. PER 1 1
32'' LAP TYP. 2-#4 EA. SIDE OF STEPS
1'-0'' 1'-0'' 1'-0'' 2'-11'
(VERIFY) WATERLEVEL GRABRAILS AS SHOWN ON SPEC'S FOR MORE INFO PLAN ABOVE - SEE FIGURE 4 TYPE CYCOLAC STEP INSERTS (TYP.) 24'' CLR. FINISH WHITE PLASTER -C 16\'' TYP.
6''
TYP.
5'' \'' \'' \'' 15\'' \''
B ELEVATION 1''=1'-0'' POOL PERIMETER GRABRAIL AS SHOWN -A (3) #3 BARS 30'' LONG 24'' LONG (4) #3 BARS
24'' CLR. NON-SLIP CERAMIC TILE PER SPEC'S 1'' X 1'' UNGLAZED PROVIDE 1'' RADIUS CANTILEVER DECK EDGE TYP. AT CORNERS 2'-2'' PLAN POOL PERIMETER
B
- 3'' 3'' 3'' 4'' 4'' 3'' REINF PER TAKEN DURING THE SHOTCRETE/ NOTE: CARE SHALL BE STEP CUT-OUTS THAT ARE SUFFICIENTLY (NO EXCEPTIONS!!) CYCOLAC STEP INSERTS. FLUSH INSTALLATION OF DEEP TO ALLOW FOR PROCESS TO PROVIDE STRUCTURE 7'' MIN. 2/SP.5 A @ 12'' O.C. HORIZ. #4 BARS 40'' LONG WHITE PLASTER FINISH SHOTCRETE POOL 15\W'' X 5''H X 5\''D (2) #4 BARS 6'' APART EACH SIDE OF STEPS SHELL DEEP GROUT
DEEP END
1'-0'' 1'-0''
ONLY 2'-2'' 1'-6'' ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S. CLAMP PER CABLE AND DET'L BONDING (2 PER GRABRAIL) 8'' 7''
3'' 8'' CAST BRONZE ANCHOR SOCKET 320 GRIT FINISH AS SHOWN ON TYPE 304 STAINLESS STEEL WITH SLIP CERAMIC INSERTS (TYP.) CYCOLAC STEP ELEV. PER PLAN UNGLAZED NON- DECK LINE BEYOND TILE PER SPEC'S PLAN ABOVE - SEE SPEC'S FOR POOL DECK WATER LEVEL 2'' 8'' 1'-0'' 1'-0''
VERIFY
2'-11'' FIGURE 4 TYPE GRABRAILS
9'' SECTION
4|''
2}'' MORE INFORMATION.
8'' 4'' 1
1 7" 7"6"
EQ. EQ. 7" 7" 7" 2" 2" 2\" GRABRAIL THUS: PROVIDE GRADE 40 (7) #3 BAR PER 4[''
\'' = 1'' 5'' 'SPECTRUM' STAINLESS STEEL COMMERCIAL CUP ANCHOR W/ STAINLESS STEEL EYEBOLT #35214 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH NON- SHRINK GROUT TYP. CONTINUOUS POOL REINF. BONDING CABLE AND CLAMP 7''
POOL WALL
PER PLAN 1'' = 1'-0''
18'' 6''
<
18'' 36''
1'' 74 BAR DIA. TYP. MAIN DRAIN SUMP POOL PLASTER NOTE: #4 BARS @ 12'' O.C. E.W. PER PLAN SUCTION PIPING 9'' 18 19 20
2 12
2 23 DALDORADO, LLC. DalMax-GO-1818 (Single) UNBLOCKABLE Cover in Multiples per APSP-16 2017 Life 10 Years Submerged Suction Outlet Cover DalMax-SG/FG-18X36: FLOOR-2869 GPM WALL-2080 GPM DalMax-SG/FG-18X54:FLOOR-4412GPM For Single or Multiple Drain Use 6'' MIN. 6'' MIN. CONTRACTOR SHALL PROVIDE ALL REQUIRED CERTIFICATIONS FOR V.G.B.A., AB1020 (CALIFORNIA ONLY) OR ANY STATE CERTIFICATIONS. NO LEAK FLANGE TYP. OR SWELL LEAK #8 18''x 18'' MIN. DRAIN ROCK UNDER MAIN DRAIN 2''~ HYDROSTATIC RELIEF VALVE @ MAIN DRAIN TYP. DALDORADO MAIN DRAIN SUMP/GRATE DALMAX-SG-183634 PIPE SIZE PER PLAN V.G.B. COMPLIANT BOARD
19\'' PLAN 36'' 56}'' 22['' DASHED LINE INDICATES LIMIT OF THICKENED PAD -SEE SECTION ABOVE 32'' 2 }''~ BOLTS INTO
C SECTION (TYPICAL) STAND ANCHORS
12'' TYPICAL
U.N.O.
21''
29|'' FLOOR AS SHOWN THICKEN DECK 36''
12'' #4 @ 12'' O.C. E.W. TOP & BOTT.
3'' CLR. 73'' ANCHORS 9'' STAND
3'-0'' 3'-3{'' WATER LINE ELEV. PER PLAN POOL DECK
(1 METER) VERIFY THIS DIMENSION PERIMETER POOL 72'' SECTION 12''
12''
4'-5|''
6''
TYP.
6''
TYP.
6''
TYP.
6''
TYP. BONDING CABLE AND CLAMP PER DETAIL (EACH ANCHOR) NON-SLIP STAIRS HANDRAIL ONE PIECE EXTRUDED RIBBED ALUMINUM DURABLE DIVE BOARD WITH SLIP-RESISTANT, EASILY CLEANABLE, CORROSION RESISTANT FINISH. SLOT DRAIN 6'-0'' SLOT DRAIN 6'' PVC PIPE SLOT DRAIN NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 153
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-9 PVC HEADER 1\''~ PVC 90^ ELBOW ELEV. PER PLAN POOL FLOOR POOL PLASTER TYP. OPEN COVER PLATE ONE FULL TURN INSTALL FLUSH TO TOP OF PLASTER FLOOR INLET FITTING PER SPECIFICATIONS NON-SHRINK GROUT NO LEAK FLANGE OR SWELL SEAL #8 TYP. ALTERNATE LOCATION FOR PVC HEADER < FITTING (SEE PLAN FOR PRECISE LOCATION) 3''=1'-0'' 4- 1''=1'-0'' 3'' PVC 45^ PVC GUTTER RETURN 3'' PVC LEADER CONC. POOL DECK RIMFLOW POOL ONLY: AIR VENT MUST BE INSTALLED NO LOWER THAN \'' BELOW POOL WATER LEVEL. TO SURGE CHAMBER PROVIDE BONDING IF WITHIN 5' OF POOL EDGE GUTTER LINE AIR VENT 'ZURN' #JP2210-TOP-3 WITH \'' MAX. GRATE OPENINGS IN ALL DIRECTIONS. SIZE SHOWN ON PIPING (GRAY IN COLOR) FINISH W/ (2) COATS OF THOROSEAL NO-LEAK FLANGE PLAN PIPING OUTLET GUTTER FLOW 1'' LEDGE 4 SIDES PRE-FABRICATED GRATING PER SPECIFICATIONS 2'' 12'' 1'-4'' VANDEL PROOF GRATE IS 1'-1'' WIDE X 3'-0'' LONG (INSIDE DIM.) GUTTER OUTLET BOX FRAME WITH GROUT SOLID SHELL SHOTCRETE POOL 8'' 1'-1''
1'-1''
1'-6''
1'-6'' 9'' 1'-6'' 9'' SURGE CHAMBER (BEYOND) SLOPE MIN. 1.5% GUTTER GRATE BEYOND PVC GUTTER LAWSON AQUATICS MLD-FGD-1212 SUCTION LINE TO WATER LEVEL 2'' POOL PERIMETER 7''6'' 6'' CLR. 2'' 8'' < 8'' WATER LEVEL TOP OF DECKING #4 @ 12'' O.C. BONDING CABLE AND CLAMP PER DETAIL TO DECK REINF. 6AQ110 TOP AND BOTTOM FLUSH #5 @ 12'' O.C. TOP AND BOTTOM PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE GUTTER ACCESS COVER. 12''x16'' STAINLESS STEEL PAN WITH 1'' CONC. INFILL AND LIFTING LUGS. PROVIDE 3/16'' S.S. ANGLE IRON FRAME WITH BONDING LUG. ONE PER GUTTER OUTLET. FOUR (4) TOTAL. COORDINATE LOCATIONS WITH DECK ANCHORS. DISCONTINUE DECK REINF. 2'' CLR. AROUND ACCESS COVER POOL DECK. SIX (6) TOTAL. ELEV. PER PLAN 4-
PIPE DIAMETER
PER PIPING PLAN MIN. 4''
PER
FLANGE
WIDTH
TABLE SOLVENT OR HEAT WELDED PVC SEAL FLANGE ON COUPLING AS SHOWN PVC PIPE SHOWN ON PIPING PLAN CAST-IN-PLACE CONCRETE OR SHOTCRETE WALL OR FLOOR AS SHOWN ELSEWHERE 12'' & LARGER 2\'' 2'' 1\'' \'' 8'' TO 12'' 4'' TO 6'' \'' TO 3'' PIPE SIZES FLANGE WIDTH FLANGES: EQUAL EQUAL TOP VIEW #4@12" O.C. E.W. IN DECK GUTTER WALL #4@12" O.C. E.W. IN CANTILEVER GUTTER ADDITIONAL #4 BAR X 48" EACH SIDE GUTTER ACCESS POOL NO SCALE SIX (6) TOTAL 1''=1'-0'' NO SCALE OPERATIONAL LEVEL STATIC WATER LEVEL OF POOL BFV 3'-6''
SURGE
5'-0'' BFV BFV
2x PIPE CV BFV
DIA. BFV DECK LEVEL TOOL OPERATED BFV WITH S/S EXTENSION SHAFT W/ DETACHABLE OPERATING TOOL LOCATED IN STANCHION POST ANCHOR W/ THREADED CAP. GUTTER OUTLET SUCTIONS FROM POOL MIN 1.5% SLOPE SURGE CHAMBER ACCESS 8'' DIA PVC STILLING WELL WITH 'BECS' LEVEL SENSOR ESTABLISHING OPERATIONAL LEVEL. LEVEL SENSOR SHALL BE SERVICEABLE FROM ACCESS LADDER. 6'' FILL EQUALIZER LINE LINE @ STATIC W.L. +36'' TALL PUMP PIT FINISHED FLOOR IN MECHANICAL ROOM. MIN DEPTH 48'' BELOW POOL STATIC W.L. PUMP EFFLUENT TO FILTERS BACKFLOW PREVENTED COLD WATER SUPPLY WITH CLAVAL FILL SYSTEM. FILTER RETURN TO FLOOR INLET SYSTEM REFER TO PLANS FOR PUMP PIT DIMENSIONS CIRC. PUMP ON PAD SURGE CHAMBER SUCTION SURGE CHAMBER REFER TO PLANS FOR SURGE CHAMBER DIMENSIONS. REFER TO PIPING PLAN FOR SURGE DATA. CIRC. PUMP SURGE CHAMBER TEE SUCTION AT +4'' A.F.F. FLOAT VALVE PER SPECIFICATIONS MAIN DRAIN SUCTION MAIN DRAIN SUCTION PIPING. MAINTAIN OPERATIONAL LEVEL DEPTH FROM POOL EDGE TO SURGE CHAMBER.
GAP NOTE: MAINTAIN MAXIMUM POSSIBLE SEPARATION BETWEEN INFLUENT AND SUCTION LINES IN SURGE PIT. SURGE CHAMBER ACCESS LADDER -7 ['' CLR. 12''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONS A \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL [''~ S/S HANDLE 24'' LONG. WELD TO [''~ S/S PIPE ['' S/S MALE END. 1'' DEEP MIN. CONTRACTOR SHALL PROVIDE TWO (2) WRENCHES TOTAL. 4'-0''
['' SQ. S/S FEMALE END AT 1''HIGH WELDED TO ['' SCH. 40 LOCATED APPROX. IN CENTER OF SLAB [''~ S/S PIPE. LENGTH VARIES SLEEVE TO EXTEND 12'' BELOW SLAB PIPE SIZE PER PIPING PLAN |'' S/S BOLT WELDED TO SHAFT LOCKING NUT |'' S/S BOLT BUTTERFLY VALVE DECK SOCKET VALVE EXTENSION 2'' PVC SLEEVE NON-SHRINK GROUT 4'' CORE NO SCALE 2'' BRONZE PLUG - PROVIDE KEY OR SPANNER WRENCH. PVC NOT ACCEPTABLE INSTALLING CONTRACTOR SHALL MARK FLANGE OF DECK SOCKET AT A POINT ALIGNED WITH NOTCHES TO INDICATE VALVE BEING EITHER OPEN OR CLOSED NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 154
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-10 NO SCALE 2 PIPE DIA. OR 6'' MIN. (WHICHEVER IS LESS) 18'' OR AS REQ'D
BY CODE NOTE: COORDINATE ALL PIPING WITH SITE UTILITIES INCLUDING PIPING, CONDUITS/STRUCTURES AND THE LIKE. COORDINATE ALL PIPING ELEVATIONS WITH ALL SITE UTILITIES. 4''
MIN. UNDERGROUND PIPING PROVIDE SAND ENCASEMENT OF ALL PIPES 6''
MIN. ALL CONDUITS IN POOL LIGHTING SYSTEM TO BE A MINIMUM OF 1''~. 5. 10. 9. 8. 7. 6. UNDERWATER LIGHT NOTES: 4. 3. 2. 1. 11. 12. CONDUCTORS TO POOL. J-BOXES SHALL BE MINIMUM 2-#8 & 1#8 (SEE UNDERWATER LIGHT PLAN) SOLID UNBROKEN TO MAIN PANEL ISOLATED GROUND BUSS. THIS BUSS IS TO BE CONNECTED WITH SOLID INSULATED #8 COPPER WIRE TO UFER & COLDWATER GROUNDING LUG ON GROUNDING BUSS. UPSIZE CONDUCTORS AS REQUIRED FOR HOMERUNS EXCEEDING 100'. ALL BRASS POOL J-BOXES SHALL BE FLUSH MOUNTED IN WALLS. IF FLUSH MOUNTING IS NOT POSSIBLE THEN MOUNTING SHALL BE SURFACE MOUNTED AND CONCRETE ENCASED. CONDUITS WHERE ALLOWED BY CODE SHALL BE P.V.C. (POLYVINYL CHLORIDE) FROM WET NICHES TO BRASS J-BOXES TO LIGHTING PANEL. ALL CONDUITS IN FREE AIR SPACE AND ALL RISERS SHALL BE RED BRASS TYPICAL. PVC CONDUITS SHALL BE SOLVENT WELDED WITH PURPLE PRIMER AND GRAY HEAVY BODIED GLUE. LIGHTING CONTACTORS SHALL BE "ALLEN-BRADLEY" #500 L; OR EQUAL MOUNTED IN A NEMA 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO "HUBBELL" #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. BRASS POOL J-BOXES SHALL BE "HYDREL" #1719 ; W/ 1'' HUBS OR EQUAL. (NO DIE CAST BOXES). STRINGS SHALL BE PULLED IN ALL CONDUITS PRIOR TO PLACEMENT OF CONCRETE. LOCAL, COUNTY OR CITY CODES SHALL BE ADHERED TO, SPECIFICATIONS TO BE IN ACCORDANCE WITH SECTION 680 OF LATEST N.E.C. BOOK. PROVIDE PULL BOXES AS MAY BE REQUIRED FOR RUNS EXCEEDING 150 FT. OR DUE TO CHANGES IN GRADE OR DIRECTION. CONTRACTOR SHALL TEST UNDERWATER POOL LIGHT GFIC CIRCUITS AND PROVIDE LETTER TO OWNER/DSA UPON SUCCESSFUL TEST. SEAL CONDUIT OPENING IN LIGHT NICHE WITH SILICON CAULKING AFTER LIGHT IS INSTALLED. PRIOR TO LIGHT INSTALLATION, PROVIDE MINIMUM 10 PSI PRESSURE TEST ON ALL POOL LIGHT CONDUITS FOR FOUR (4) HOURS OBSERVED BY INSPECTOR OF RECORD. MAINTAIN PRESSURE UNTIL ALL DECKS ARE POURED. 6 - 1\''=1'-0''
7 -
7 -
3 - 5'-0'' MIN. POOL WATER LEVEL DECK EL. PER PLAN
1'-6''
MIN. POOL PERIMETER ALL SIDES 6'' MIN. 1'' PVC CONDUIT BELOW GRADE N.T.S.
8''
MIN. BONDING LUG W/ #8 SOLID COPPER WIRE TO POOL REINFORCING - SEE PLASTER POOL FINISH OVER SHOTCRETE SHELL 1'' CONDUIT TO J-BOX PER CODE 1'' RED BRASS ABOVE GRADE (IF EXPOSED ONLY) 'J&J ELECTRONICS' #LPL-F3W-120-100-P PURE WHIITE LED, 58 WATT, 120V UNDERWATER LIGHT W/ LOW WATER CUT-OFF AND SAFETY SENSOR. LIGHT NICHE HORIZONTAL AND VERTICAL REBAR PER 3/AQ1.5 FRONT VIEW (2) #4 BARS EACH WAY WITH 74" BAR DIA. LAP 3 PROTECTED J-B0X ON DECK OR WALL RECESSED.
- 1''=1'-0''
2NO SCALE NO SCALE NO SCALE FRICTION CONNECTOR CONDUIT TO JUNCTION BOX - SEE SPEC'S CONNECTOR AT NICHE BONDING WIRE TO POOL REINF. LIGHT NICHE- SEE DETAIL FOR MORE INFO. STANCHION ANCHOR BONDING WIRE TO POOL REINFORCING BONDING WIRE FROM ANCHOR/SCOREBOARD, NICHE - DETAILED ELSEWHERE BONDING CLAMP PER SPEC'S TYPICAL POOL REINFORCING 6'' 2\'' NO SCALE NO SCALE FRICTION BONDING WIRE TO POOL REINFORCING BRONZE WEDGE ANCHOR AS CALLED OUT IN THE SPECIFICATIONS 4_'' BONDING WIRE TO POOL REINFORCING BONDING LUG BELOW STANCHION STARTING BLOCK ANCHOR AS CALLED OUT IN SPECIFICATIONS 6''
1'-7\''
2{''
2\'' NO SCALE FRICTION CONNECTOR DIVING BOARD PLATFORM ANCHOR AS CALLED OUT IN SPECIFICATIONS BONDING WIRE TO POOL REINFORCING 4\''
4''
2''
6 3/16'' 3 3/16'' ANCHOR LID KEY ANCHOR LID STANCHION ANCHOR NO SCALE NO SCALE CONNECTOR UFER GROUND BUS GROUND BUS #8 BARE CU. UL TRANSFORMER POOL PANEL(S) FACILITY MAIN SERVICE NOTE: #8 BARE CU. 4. 3. 2. 1. NO SCALE GROUND FOR NEUTRAL SIZE AS SHOWN ON SINGLE LINE #8 COPPER INSULATED CABLE EQUIPMENT GROUNDING CONDUCTOR #8 SOLID INSULATED CU. #8 COPPER INSULATED CABLE ANY METAL PARTS, PIPE, CONDUIT, ETC. WITHIN 5' OF POOL #8 BARE CU. STRUCTURAL STEEL IN POOL DECK AND POOL SHALL BE BONDED TOGETHER (TIGHTLY MADE STEEL TIE-WIRES ARE APPROVED FOR BONDING STRUCTURAL ELEMENTS). BONDING CONNECTOR TO COMMON GRID. (POOL STEEL MAY BE USED FOR THAT PURPOSE) SHALL BE MADE BY PRESSURE CONNECTORS OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY. ALL GROUND BUSES SHALL BE SIZED FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING ONE SPARE TERMINAL. GROUND AND BOND IN ACCORDANCE WITH ARTICLE 680 OF THE CALIFORNIA ELECTRICAL CODE. ie. LADDERS, FENCING, POLE LIGHTS, DIVING & STARTING STANCHIONS, DISABLED LIFT ETC. METAL FITTINGS INPLANTED IN DECK ie DIVING. PLATFORMS, GRABRAILS, STANCHIONS, RACING PLATFORM ANCHORS, ETC. POOL REINF. STEEL #8 SOLID BARE CU. DECK & POOL REINFORCING STEEL POOL DECK LIGHTS POLE BONDING LUGS ANY METAL PARTS OF ELECTRICAL EQUIPMENT IN CONTACT WITH POOL WATER GROUND BUS IN CIRCULATION SWIMMING POOL J-BOX #8 SOLID BARE CU. CIRCULATION PUMP #8 COPPER CONDUCTOR INSULATED EQUIPMENT GROUND BUS BARE #8 CU. TO POOL LIGHT FOUNDATION STEEL 5. PROVIDE BONDING OF AUTOMATIC POOL COVER MOTORS REGARDLESS OF PROXIMITY TO POOL. 3\'' 3'' CLR. 13''
8'' 8'' FOOTING4'' 6\''
4\'' 2-#4 CONT. #4 @ 12'' O.C. VERT. JUNCTION BOX TYP.
* JB JB 2'' 7\''
29\'' MIN.
7\'' 2''* 2'' CLR. TYP. 3''
8''
MIN.
8'' 4''4\'' NOTE: TYP. TYP. 2'' ['' CONC. TOMBSTONE OR WALL RECESSED MAY BE INCREASED FOR MORE CAPACITY JB'S PROVIDE \'' RADIUS ON ALL CONCRETE CORNERS. 3'' 2''4\''2'' 4-PLEX RECEPTACLE WITH WEATHERPROOF COVER 8''
MIN. #4 @ 12'' O.C. HORIZ.
18\'' 2'' 2'' 1\''=1'-0'' #4 @ 12'' O.C. E.W. TYP.
6''
2''
6'' NOTE: ALL EXPANSION JOINTS MUST BE FULL DEPTH OF THE CONCRETE SECTION. |'' x t 3'' TOOLED JOINT, |'' MAX. RADIUS. SEAL WITH SEALANT PER SPEC. PROVIDE TOOLING WITHIN 30 MINUTES OF PLACEMENT) PRE-MOLDED EXPANSION JOINT MATERIAL USE AT ALL AREAS AGAINST WALLS OR STRUCTURES POLYURETHANE SEALANT PER SPECIFICATIONS. 1\''
\'' 3'' 3''
6'' #4 x 18'' LONG @ 12'' O.C. REBAR ALL JOINTS AS NOTED ON DECK PLAN SEALANT OVER PRE-MOLDED EXPANSION JOINT MATERIAL 'GREENSTREAK' SPEED DOWEL SLEEVE AND BASE 9'' MIN. 3''
2''
MIN.
MIN.
2''
MIN. 1. EXPANSION JOINT CONTROL JOINT EXPANSION JOINT FLUSH EXPANSION JOINT WITH TWO PART POLYURETHANE GUN GRADE SEALANT PER SPEC 2''
MIN. BACKER ROD AS RECOMMENDED BY SPECIFIED SEALANT MANUFACTURER \'' MAX. |''R. MAX. \'' MAX. 1''=1'-0'' UTILIZE WITH N.D.S. 12''x12'' CATCH BASIN #1225 SERIES (FOR FORM) 6'' SCH 40 PVC PIPE 2-#4 EA. WAY 3B - GRATE SLOT WIDTH = {''
1 (800) 726-1994. MAX. 6'' MIN. 12'' 6'' SDR-35 WITH SOLVENT WELD JOINTS SIZE STORM DRAIN PIPE PER PLAN PIPE ALTERNATE LOCATION STORM DRAIN 50 BAR DIA. LAP 6'' SCH-40 PVC PIPING STAINLESS STEEL SCREWS EA. SIDE OF SLOT DRAIN @ 12'' O.C. #4 @ 12'' O.C. E.W. TYP. SL ALT. 6'' 8'' MIN. |'' MAX. 1\'' MIN. SL
6''
3''
CLR
#8 x 1\'' SHEET METAL
1''-1\'' 1''-1\''
5''; MIN. COLD JOINT LOCATION OPTIONAL |'' MAX RADIUS
N.D.S. #1230B 12'' SQ. BRASS GRATE, W/
VANDAL PROOF SCREWS. MAX. |'' OPENING.
12''
12'' 1'' = 1'-0'' FLUSH FLUSH DECK DRAIN SLOT. SAWCUT W/DOUBLE BLADE |'' TOTAL WIDTH. EASE EXPOSED EDGES AFTER CUT WITH |'' RADIUS MAXIMUM. 7'' 7'' 1'' 1'' 1 1 3B
- 1''=1'-0'' NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 155
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS SP-11 [''=1'-0'' 3 1 6'' = 1'-0'' A- 4 \'' 2'' |''
\'' _'' BACKER PANEL FRAME FACE PANEL POOL TYPE SWIMMING POOL TABLE 'A'OCCUPANCY LOAD AT 1:20 311 ARTIFICIAL RESPIRATION AND CPR PROCEDURES 911 EMERGENCY FIRE RESCUE POLICE WARNING NO LIFEGUARD ON DUTY In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should be continued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quickly Push at least 2 inches on adult breastbone, 100 times per minute, to move oxygenated blood to vital organs Open the airway and check for breathing or blockage; watch for rise of chest and listen for air movement. Tilt chin back for the unobstructed passing of air, give two breaths and resume chest compressions. COMPRESSIONS AIRWAY BREATHING MAXIMUM POOL OCCUPANCY: 000 NO DIVING ALLOWED PERSONS PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TO ENTER THE POOL CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE 1 4 4'-8'' 3 FACE FRAME PANEL GRAPHICS SEE TABLE 'A' 4'-8'' BELOW 911, PROVIDE THE NUMBER OF THE NEAREST EMERGENCY SERVICES INCLUDING HOSPITAL, FIRE AND POLICE AS WELL AS THE NAME AND ADDRESS OF THE SWIM FACILITY. DIARRHEA AND KEEP GATE CLOSE SIGN SHALL BE POSTED AT THE ENTRANCE/GATE OF THE POOL. ARTIFICIAL RESPIRATION AND CPR PROCEDURES (SAMPLE SIGNAGE: CONTRACTOR SHALL SUBMIT ACTUAL SIGNAGE FOR APPROVAL) 2 70'' TOP OF DECK BASELINE OF HIGHEST TEXT 1. COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW. 1 2'' WIDE x \'' THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO _'' THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. 2 |'' THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO _'' THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 3 SILKSCREENED COPY/GRAPHICS WITH NON GLARE FINISH. 4 _'' THICK PAINTED ALUMINUM BACKER PANEL. 2. NOTES: 3. CHARACTER FONT STYLE SHALL BE CONVENTIONAL AND NOT UNUSUAL AND SHALL BE EASY TO READ. 1. ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. A. POOL USER CAPACITY SIGN A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. SEE TABLE 'A'. B. NO DIVING SIGN SIGNS SHALL BE POSTED IN CONSPICUOUS PLACES AND SHALL STATE 'NO DIVING' AT POOLS WITH A MAXIMUM WATER DEPTH OF 6 FEET OR LESS. C. NO LIFEGUARD SIGN WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, ''NO LIFEGUARD ON DUTY.'' THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, ''CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION.'' D. ARTIFICIAL RESPIRATION AND CPR SIGN AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST | INCH HIGH OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES SHALL BE POSTED. E. EMERGENCY SIGN THE EMERGENCY TELEPHONE NUMBER 911. WITH NUMBERS NOT LESS THAN 4'', THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED. F. NO USE AFTER DARK WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, ''NO USE OF POOL ALLOWED AFTER DARK.'' G. KEEP CLOSED A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, ''KEEP GATE CLOSED'' OR "KEEP DOOR CLOSED". H. DIARRHEA A SIGN IN LETTERS AT LEAST 1 INCH HIGH AND IN A LANGUAGE OR DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POOL WHICH STATES THAT PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER. 2. DIRECTION OF FLOW SIGNAGE AND LABELS. A. THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. B. WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. C. VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. ACTIVITY POOL 232 #4 @ 12'' O.C. HORIZ. #4 @ 12'' O.C. VERT. 2-#4 CONT. 23\'' MIN. DECK FRONT ELEVATION
8'' 8'' 2'' TYP. RIGHT SIDE ELEVATION 14''
8''
3''
CLR.
16\''
10\'' 5'' 3'' 10\'' 2'' CLR. 3'' 9'' MIN.
10\'' 5'' 'ACORN ENG. COMPANY' #8151 S.S. HOSE BIBB BOX WITH WALL FLANGE AND DOOR. CONC. TOMBSTONE OR WALL RECESSED Manufacturers of 15125 PROCTOR AVENUE CITY OF INDUSTRY, CA. 91744 ENGINEERED PLUMBING PRODUCTS FAX(818)961-2200 R (818)336-4561 20\'' NOTE: PROVIDE ['' CHAMFER ON ALL CONCRETE CORNERS. SACK & PATCH ALL EXPOSED SURFACES.
MIN.
8''
MIN. 1''=1'-0'' 2'' 2'' NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 156
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION ONE (1) TOTAL MECHANICAL ROOM LAYOUT PLAN MR-1 NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 157
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-3 NO SCALE 23.50'' 3|'' 6'' MIN. FOUR (4)-\''~ x 3|'' MIN. EMBED. STAINLESS STEEL HILTI KBTZ 2 EXPANSION ANCHORS SPECIAL INSPECTION REQUIRED (ICC ESR-4266) 40.00'' 31.50''
57.50'' 89.31''
61.56'' 42''
4'' 6'' MIN. (E )4'' HOUSEKEEP PAD 6'' MIN. 6'' MIN.
3|''
7,400 lbs. EA.
61.19'' NO SCALE PUMP IS SET POURED BEFORE PUMP BASE
16'' 24'' LONG 12'' PER PUMP POST-SET CONDITION 1-#4 AT EACH CORNER 2'' CLR SLAB REINF. #3 REBAR HOOP TOP & BOTTOM AND AT 6'' O.C. FOUR (4)-\''~ x 3|'' MIN. EMBED. SS HILTI KBTZ 2 SPECIAL INSPECTION REQUIRED (INSTALL PER ICC ESR-4426) NOTE: PROVIDE BONDING PER CODE. 6'' 6'' 1\'' 1\'' 19'' WIDE
7'' PUMP BASE PLAN VIEW 6'' 12'' 6''6'' 6'' 41'' (600 lbs.) (425 lbs.) NO SCALE WATER CHEMISTRY CONTROLLER 1,000 GALLONS' (TYPICAL) SUCTION TUBE INJECTION LINE AFTER HEATER RETURN BE IN POINTS TO BV CHLORINE BV FEED PUMP TRANSITIONS. HARD PIPE FROM FEED BALL VALVE PUMP TO INJECTION POINT \'' SCHEDULE 80 PVC TYP. \''C 2-#12, MOUNTED ABOVE TANK RIM (6 lbs.) PER SPEC'S 2NOTES: 1 ABOVEGROUND STATIONARY TANKS USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE PLACARDED WITH HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN C.F.C. STANDARD 79-3 FOR THE SPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE. THE SIZE, COLOR AND LETTERING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. PIPING, TUBING, VALVES AND RELATED COMPONENTS SHALL BE SEISMIC BRACED. 3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. 4 EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. 5 PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'S REQUIREMENTS. 67 1 5 7 4 6 8 TANK ANCHORAGE (8,331 lbs.) PIPING, VALVING AND FITTINGS SHALL COMPLY WITH CFC 2703.2.2 'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGER SENTRY GAUGE CO. INC. PROVIDE VAPORLOC CAP @ TUBING ENTRANCE 7 - NO SCALE WATER CHEMISTRY CONTROLLER 500 GALLONS' (TYPICAL) SUCTION TUBE INJECTION LINE AFTER HEATER RETURN BE IN POINTS TO BV ACID BV FEED PUMP TRANSITIONS. HARD PIPE FROM FEED BALL VALVE PUMP TO INJECTION POINT \'' SCHEDULE 80 PVC TYP. MOUNTED ABOVE TANK RIM (6 lbs.) PER SPEC'S \''C 2-#12, 1 54 7 6 2NOTES: 1 ABOVEGROUND STATIONARY TANKS USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE PLACARDED WITH HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN C.F.C. STANDARD 79-3 FOR THE SPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE. THE SIZE, COLOR AND LETTERING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. PIPING, TUBING, VALVES AND RELATED COMPONENTS SHALL BE SEISMIC BRACED. 3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. 4 EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. 5 PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'S REQUIREMENTS. 678 (4,165 lbs.) TANK ANCHORAGE 7 - PIPING, VALVING AND FITTINGS SHALL COMPLY WITH CFC 2703.2.2 'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGER SENTRY GAUGE CO. INC. PROVIDE VAPORLOC CAP @ TUBING ENTRANCE SEAL NON-VENTED MANWAY AND PERMANENTLY CLOSE. NOTES: 12 PROVIDE CAMLOCK FITTING FOR FILL HOSE. 3 PROVIDE 2'' BULKHEAD FITTING. 4 PROVIDE 2'' BALL CHECK VALVE. 5 PROVIDE DOUBLE WALLED DUAL CONTAINMENT TANK. 6 PROVIDE [''x100' HOSE W/ NON-CORROSIVE ENDS. 7 PROVIDE 2'' BULKHEAD FITTING WITH 'VAPORLOC' SYSTEM FOR FEED PUMP SUCTION LINES(S). 1 2 3 4 500 GALLON ACID STORAGE TANK 'CHEMTAINER' MODEL #TC5971DC 'SNYDER INDUSTRIES' OR EQUAL. 5 1'' SCH 80 PVC BALL VALVE WITH \ HOSE ADAPTER AND THREADED SAFETY CAP {''~ HOLES OR SAWCUT SLOTS EQUAL TO 200% OF SURFACE AREA OF PIPE. MAX. WATER LEVEL MAX
12'' 1'' SCH 80 PVC VENT W/ 1'' BULKHEAD 2'' SCH 80 2'' 2'' 60 GALLON VAPOR RECOVERY TANK 28''~x37'' TALL #1000300N97202L 'SNYDER INDUSTRIES' 'CHEM-TAINER' OR EQUAL 2'' PVC CAP 7 6 MIN. WATER LEVEL 2'' PVC TYP. FITTING 3 8 PROVIDE 'AT-A-GLANCE CHEMICAL GAUGE' BY KRUEGER SENTRY GAUGE CO. INC. 8 (500 lbs.) (4,165 lbs.) TANK ANCHORAGE 7 -1/16''=1'-0'' TANK AT 90^ ANGLES. PROVIDE NOTE: ACID TANK 71''~ (4,165 lbs.) CHLORINE TANK 74''~ (8,331 lbs.) U-CLAMP AT TOP OF CROSSING. STEEL WIRE |'' STAINLESS \'' x 1\'' STAINLESS STEEL CARRIAGE BOLT WITH STAINLESS STEEL NUT AND WASHER POLYETHYLENE COVER CABLE FREE OF SLACK WITH CHEMICAL STORAGE CROSSING AND AT ALL PROVIDE }''~ U-BOLT AT TOP CABLE 90^ |'' STAINLESS STEEL TANK (2) |'' STAINLESS AROUND BOLT LOOP CABLE AND CLAMP WITH STEEL WIRE ROPE 9'' MIN. FLUSH WITH TEFLON GASKET TANK TYP.
4[''
MIN. 7'' C.G.
3.54'' @ CHLORINE TANK
3''
1\'' 1\'' 10'' ANGLE BRACKET
74''
MAX. TANK
HEIGHT VERTICAL CROSSINGS.
EQ. EQ. EQ. EXPANSION ANCHORS AROUND TANK STAINLESS STEEL (ICC ESR-4266) 8 TOTAL. SPECIAL PERIMETER) WITH 4['' MIN. EMBED. (TYP. AT 90^ INTERVALS 2-[''~ SS HILTI KBTZ 2 INSPECTION REQ'D. RADIAL STAINLESS STEEL 3'' x 3'' x \'' x 10'' LONG ANGLE BAR. PLACE TIGHT AGAINST TANK GASKET (TYP. OF 4) TWO CABLES PER CHEMICAL STORAGE 7'' CLIPS TYP. ALL CROSSINGS ROPE CLIP AT TYP. VAPOR RECOVERY TANK 28''~ (500 lbs.) C.O.G.
2.95' @ ACID TANK
1.54' AT V.R. TANK
QUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2).
FOR CARBON DIOXIDE GAS SEE TABLE 1.12.8(b) OF THE NFPA. 6,000 FT3 ALLOWABLE OR 686 lbs. STORAGE PER CONTAINED AREA COMMON NAME CHEMICAL NAME CAS # FORM JUSTIFICATION MURIATIC ACID 25% 7647-01-0 LIQUID 0 GAL. 500 GAL. CHEM. ROOM MSDS CARBON DIOXIDE 100% 124-39-9 LIQUID 0 lbs. 600 lbs. CHEM. ROOM CRYOGENIC MSDS % COMP. QUANT. STORED (NOT USED) QUANT. IN USE (USE-CLOSED) LOCATION (STORAGE & USE) HAZ. CLASSES CORROSIVE LIQUID CARBON DIOXIDECHEMICAL CLASSIFICATION TABLE HYDROCHLORIC ACID MAXIMUM ALLOWABLE QUANTITY 500 GAL. 686 lbs. 12.5% 7681-52-9 LIQUID 0 GAL. CHEM. ROOM MSDS SODIUM HYPOCHLORITE SODIUM HYPOCHLORITE 1,000 GAL. CORROSIVE LIQUID 1,000 GAL. SODIUM HYPOCHLORITE MURIATIC ACID BLUE WHITE RED YELLOW REACTIVITY HAZARD SPECIFIC HAZARD FLAMMABILITY HAZARD HEALTH HAZARDLEGEND CARBON DIOXIDE NO SCALE RATING EXPLANATION GUIDE RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD CAN BE LETHAL MAY EXPLODE AT NORMAL TEMPERATURES AND PRESSURES MAY EXPLODE AT HIGH TEMPERATURES OR SHOCK IGNITES AT ABOVE 73° F, BELOW 100° F. CAN CAUSE SERIOUS OR PERMANENT INJURY EXTREMELY FLAMMABLE. IGNITES AT BELOW 73° F. VIOLENT CHEMICAL CHANGE AT HIGH TEMPERATURES OR PRESSURES CAN CAUSE TEMPORARY INCAPACITATION OR RESIDUAL INJURY NORMALLY STABLE. HIGH TEMPERATURES MAKE UNSTABLE CAN CAUSE SIGNIFICANT IRRITATION IGNITES AT ABOVE 200° F. IGNITES AT ABOVE 100° F, BELOW 200° F. NO HAZARD WILL NOT BURN STABLE 43210 SPECIFIC HAZARD OXIDIZER: ACID: CORROSIVE: ALKALI: USE NO WATER: RADIATION HAZARDS: POLYMERIZES: OX ACID COR ALKWP NOTES: 1. 2. CONFIRM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION. SIGNS SHALL SIGNS SHALL BE SIZES AND COLORS PER CODE MOUNTED AT +60" A.F.F. ON DOORS AT CHEMICAL ROOMS. CONFORM TO NFPA 704. PROVIDE HARD WIRED CO2 DETECTOR 'ANALOX SENSOR TECHNOLOGY' MODEL #AP1 KIT SENSOR AND STROBE UNITS 120V HARD WIRED W/ STROBE LIGHT AND AUDIBLE ALARM. SENSOR MOUNTED 18 INCHES A.F.F. AND ALARM LEVEL BETWEEN 70-76 INCHES AND WITHIN VISIBLE EYESIGHT OF DOOR. TO BE SET TO DETECT CO2 GAS IN LEVELS IN EXCESS OF THE PEL. PROVIDE IN EACH ROOM CONTAINING CO2. SIDE VIEW 2 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KBTZ 2 7}''
8_''
12[''
10]''
5['' FRONT VIEW 2 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KBTZ 2 PROVIDE BONDING NOTE: PER CODE. BOOSTER PUMP (60 lbs) (60 lbs) NO SCALE CAUTION - CARBON DIOXIDE GAS VENTILATE THE AREA BEFORE ENTERING A HIGH CARBON DIOXIDE (CO ) GAS CONCENTRATION IN THIS AREA CAN CAUSE ASPHYXIATION.2 8'' MIN. 6'' MIN.
SIGN SHALL BE POSTED AT ROOM ENTRANCE; SIGN SHALL BE NOT LESS THAN 8'' IN LENGTH AND 6'' IN HEIGHT AND INDICATE: NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 158
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-4 TUBE ADAPTER TYP. TYP. \'' SCH. 80 \'' SCH. 80 PVC PIPE PVC FIP FEMALE ADAPTER TYP. TO METERING PUMP LMI PRESSURE TUBING TYP. LMI PIPE TO VALVE (ACID) (CHLORINE) INJECTION/CHECK TO CHEMICAL NO SCALE AT 24'' O.C. MOUNTED B-LINE #B3191 \'' PIPE CLIP TO WALL NO SCALE REAR VIEW CO CONNECTION 50' TRANSFORMER SIDE VIEW 2 2\'' CONTROLLER pH MTS PLAN VIEW 13['' 14|''
9[''
5|'' CORD6'' 13\''
21''
24[''
1\'' PVC PIPE 5\'' 1\'' FIPS 6{''
48\'' 4'' 5'' CHEMICAL CONTROLLER PLUG CORD INTO TRANSFORMER ['' 7 5/16'' 7 5/16''
6[''SIDE {''~ STAINLESS STEEL HILTI KB TZ 2 WITH 2'' MIN. EMBED ( CC ESR-4266) THROUGH ANGLE WITH TWO HIGH STRENGTH WASHERS FOUR (4) TOTAL. (92lbs). TRANSFORMER CABLE CONNECTION POWER SUPPLY 115/230 VAC 1-PH, 60HZ 20 AMP [HP BOOSTER PUMP NO SCALE MAIN CIRC. LINES WASTE LINE PIPING (TREATMENT) TUBING 24V. CABLE 115/230V. CABLE BALANCE TANK DRAIN SUPPLY (SEE WIRING WATER CHEMISTRY CONTROLLER 115V TRANSFORMER 24V pH-MTS SYSTEM SUCTION OPTION: MAY BE DISCHARGED INTO MAIN CIRCULATION PUMP PUMP SUCTION RETURN DIAGRAM) 115V POWER 115/230 VOLT SERVICE DISCONNECT CHLORINE INJECTION POINT CO2 STORAGE TANK CO2 INJ. PT. GPM FLOW SENSOR FILTERS TO WASTE \''=1'' FACE OF WALL 7|'' SQ. 1\'' 5|'' 'CHART INDUSTRIES' MODEL #B-C00051 FLUSH MOUNT FILL BOX, OR EQUAL. .049 THICK 304 STAINLESS STEEL UL LISTED LOCK ASSEMBLY NOTES: 1. BOX MUST INCLUDE MAXIMUM ALLOWABLE WORKING PRESSURE WARNING LABEL ON INSIDE OF DOOR. 2. VENT HOLE ON CONNECTOR SHOULD POINT DOWN TOWARD BOTTOM OF BOX. 3. CONTRACTOR TO VERIFY WITH DELIVERY COMPANY FOR IDEAL FILL PORT LOCATION AND WHERE POSSIBLE LOCATE FILL PORT WITHIN SHORTEST DISTANT RUN FROM FILL LOCATION TO TANK PLACEMENT. 4. CONTRACTOR TO VERIFY LOCK ASSEMBLY WITH DELIVERY COMPANY AND SHALL PROVIDE A SET OF KEYS FOR OWNER AT SUBSTANTIAL COMPLETION. FRONT VIEW SECTION VIEW ISOMETRIC VIEW AIR VENTS WARNING LABEL VENT HOLE FILL PORT ANCHOR TO CMU WALL W/ 2-|'' HILTI KB3 MASONRY ANCHORS W/ 2\'' EMBED (ESR-1385) 26'' FRONT ELEVATION PLAN VIEW \''~ x 3|'' MIN. EMBED. THREE (3) TOTAL. SS HILTI KB TZ 2 SPECIAL INSPECTION REQUIRED (ICC ESR-4266) ISOMETRIC VIEW 28''~ < < 955 lbS. 70\''
3'-1'' C.O.G.
(TOTAL WEIGHT FULL) NO SCALE NO SCALE ELECTRICAL 24 VAC CONSOLE CONTROL POWER 120 VAC, 20A POOL CONTROLLER RELAY PANEL N 120 VAC 24 VAC CIRC. PUMP MOTOR CONT. N CIRC. PUMP 24 VAC TRANSFORMER 120 VAC N 120 VAC 24 VAC CABLE CONTROLLER CHEMICAL FEED RELAYS CONTROL INTERLOCK FOR 120 VAC CIRCULATION PUMP FILTER 120 VAC CHLORINEAFC FILTRATION WITH DEDICATED NEUTRAL 120 VAC, 15A DEDICATED POWER N 120 VAC 120 VACN CONTROLLER N PUMP INSTALL 1 #12 GROUND CONDUCTOR IN ALL CONDUITS ALL CONDUITS SHALL BE RIGID OR INTERMEDIATE RESPONSIBLE FOR A FULLY OPERATIONAL SYSTEM. OPERATING INSTRUCTIONS. CONTRACTOR SHALL BE REFER TO FILTER "OWNER'S MANUAL" FOR INSTALLATION/ ALL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITION OF THE CALIFORNIA ELECTRIC CODE (N.E.C.) FURNISH ALL LABOR, MATERIALS AND COORDINATION OF WORK HERE ON SHOWN/IMPLIED. 4. GALVANIZED METAL. 2. 3. ACID PUMP NOTES: 1. WITH HOA AND PILOT LIGHT CONTROLLER WATER CHEMISTRY LO 0.2 0.4 0.6 0.8 1.0 1.5 2.0 3.0 HI Alarm Cal Set Point pH Feed Cl/Br Feed Failsafe pH 7.5 HRR 755 Cl2/Br2 (ppm) TEMP 85°F COPUMP2 120 VAC SEE DETAIL 3/AQ305 SEE DETAIL 8/AQ304 NO SCALE BALL TYPE PVC CHECK VALVE TO SUCTION SIDE OF PUMP CONTROLLER SAMPLE RETURN PVC BALL VALVE UNIT PER SPEC'S WIRING TO WALL UNIT PVC BALL VALVE & BEFORE HEATER MAIN WALL CONTROLLER SAMPLE TAKEN AFTER FILTER CONTROL \" CONTROLLER LINE UNION HOSE BIBB POOL WATER CHEMISTRY CONTROLLER ELECTRODE PER SPEC'S REMOTE HOUSING UNION \''C 2-#12, MOUNTED AT FEED PUMP +60'' A.F.F. NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 159
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-5 NO SCALE PIPE C
PIPE O.D.
CAST OR DRILLED HOLE PIPE AS SHOWN ON PLAN AND ELSEWHERE AS DETAILED REQUIREMENTS SIZE SHOWN ON TABLE - INSTALL PER MANUFTURER'S "LINK-SEAL" TO PIPE SEAL PER OTHERWISE WALL UNLESS NOTED CENTER SEAL IN ACTUAL PIPE NOTE: VERIFY DIMENSION PRIOR TO ORDERING SEAL MASONRY WALL OUTSIDE DIA. AS DETAILED ELSEWHERE CONCRETE OR CAST-IN-PLACE
PIPE SIZE
(NOMINAL)
\''
OUTSIDE
DIAMETER
(PIPE O.D.)
CAST OR DRILLED
CONCRETE HOLE
INSIDE DIA. (I.D.)
LINK SEAL
SIZE NO. 0.840 2.0 LS-200
NO. OF LINKS
PER SEAL 4 ['' 1.050 2.5 LS-275 5 1'' 1.315 3.0 LS-300 4 1|'' 1.660 3.0 LS-275 7 1\'' 1.900 3.5 LS-300 5 2'' 2.375 4.0 LS-300 6 2\'' 2.875 4.0 LS-200 9 3'' 3.50 5.0 LS-300 8 3\'' 4.00 6.0 LS-325 5 4'' 4.50 6.0 LS-300 10 5'' 5.563 8.0 LS-425 6 6'' 6.625 10.0 LS-475 10 8'' 8.625 12.0 LS-475 12 10'' 10.75 14.0 LS-400 10 12'' 12.75 16.0 LS-400 12 14'' 14.00 16.0 LS-325 15 16'' 16.00 18.0 LS-325 17 18'' 18.00 23.0 LS-500 16 20'' 20.00 25.0 18 22'' 22.00 27.0 19 24'' 24.00 29.0 21 26'' 26.00 31.0 23 28'' 28.00 33.0 24 30'' 30.00 35.0 26 32'' 32.00 37.0 28 34'' 34.00 39.0 29 36'' 36.00 41.0 30 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 NO SCALE ISOLATION BALL VALVE ISOLATION BALL VALVE SURGE CHAMBER 6'' AIR
GAP DOMESTIC WATER SUPPLY COPPER PIPE TYPE 'L' WITH 'ZURN' Z-1700 SIZE 200 WATER HAMMER ARRESTOR FILL TO 6'' EQUALIZER LINE VIA AIR GAP CONNECTED TO SURGE CHAMBER SIZE PER PLAN ISOLATION BALL VALVE 3'' DOMESTIC WATER SOURCE MANUAL FILL BYPASS 3x3x[ TEE WITH F.I.P. ADAPTER 'NIBCO' #C56-VB HOSE BIBB WITH ['' M.I.P. ADAPTER OPERATIONAL BECSYS 7 BECSYS LIQUID LEVEL SENSOR #1100213, 8FT. LONG BALL VALVE WATER LEVEL 'CLA-VAL' #136-01BY-3'' SOLENOID CONTROL VALVE 8'' STILLING PIPE 1\''=1'-0'' 16\'' 18'' 6{''
4}''
23[''
17}''
4|''
16]''
4]''
3]''
17]'' 11'' 17'' 5'' FRONT VIEW SIDE VIEW BACK VIEW PLAN VIEW 1['' AND STUDS AT WORK SCREW TO FRP PANEL SCREWS. BENCH W/ 4-#16 S/S (17 lbs.) 1\''=1'-0''
13]''
9|''
16{''
27''
20['' FRONT VIEW SIDE VIEW 16116'' 141516'' 59 16'' (16 lbs.) LINE NEUTRAL EARTH N.O. C N.C. DIFFERENTIAL PRESSURE SWITCHGAGE SHIELDAB RS485
SHIELDAB
SHIELDAB RS485 + - V1 vDIFF
COM
N.O. N RELAY 1
COM
N.O. N RELAY 3
NEUTRAL
LINE
LINE
C5
N.O.C8 RELAY 5C7 C6
N.O.
N.C. RELAY 6N
N.O.
N.C. RELAY 7N
N.O.
N.C. RELAY 8N
N.O.
N.C. RELAY 9N
C9N
11 12
11 12
11 12
11 12
COM
N.O. N RELAY 2
COM
N.O. N RELAY 4 CR-1 CR-3 CR-2 CR-4 CR-6 CR-8 CR-5 CR-7 CR-9 INTERLOCKED RELAY POWER RECIRCULATION PUMP AUXILLIARY CONTACTS LINE NEUTRAL DEDICATED RELAY POWER
NEUTRAL
EARTH
LINE DEDICATED MICROPROCESSOR POWER FILTER INTERFACE PANEL BECSYS 7 CONTROLLER RELAY LEGEND RELAY 1 = pH FEED RELAY 2 = CHLORINE FEED RELAY 3 = ALARM OUTPUT RELAY 4 = HEATER RELAY 5 = SENSOR WASH RELAY 6 = FILTER BACKWASH OUTPUT RELAY 7 = RECIRC PUMP NO SCALE NO SCALE CH 1 CH 2 CH 3 CH 4 CH 1 CH 2 CH 3 CH 4 + - + - + - + - + - + - + - + - 1 2 3 4 5 6 7 8 1 8 A B A B + - + - + - + - + - GND
IN
+12 + - + - + - + - + -
GNDpH INV TURB BW PIT 1 BW PIT 2 STRAINER
IN
+12
SHIELDAB RS485 CR-7 RECIRCULATION PUMP 7 6 AUTO START CONTACT TERMINALS S2+ S3 CONTROL TERMINALS SMART PUMP CONTROL SYSTEM (SPCS-EF) ON N.O. C N.C. DIFFERENTIAL PRESSURE SWITCHGAGE SHIELDAB RS485
SHIELDAB TEMPERATURE SENSOR C12 INVENTORY LEVEL SENSOR SURGE PIT LEVEL SENSOR VACUUM TRANSDUCER FLOW SWITCH BACKWASH PIT LEVEL SWITCH pH INVENTORY LEVEL SENSOR COND TEMP C1 INV SURGE FILTER 1 FILTER 2 V1 vDIFF FLOW METER FILTER INTERFACE PANEL BECSYS 7 CONTROLLER NO SCALE SIDE ELEVATION 28['' 62''
6['' 18'' MIN. TO WALL 36'' MIN. TO WALL 31'' 18}''12-7/8'' 82[''
46\''
36'' MAX.
1|''
27'' MIN. SHOWER HEAD ROD 44'' LONG SS EYE/FACE WASH ASSY. 1|'' ALTERNATE SUPPLY PLUGGED HAND CONTROL EYE/ 1|'' WASTE STRAINER FLOOR LINE 1|'' 'HAWS' MODEL #8300-8309CRP SHOWER OR EQUAL PLAN VIEW SS PULL PULL ROD PROVIDE 3-{''~ HILTI KBTZ 2 ANCHORS TO FLOOR WITH 2'' EMBED (ICC ESR-4266) FRONT ELEVATION 1|'' IPS SUPPLY FACE WASH ASSY. WASTE 44'' LONG 'TOLCO' 1|'' OFFSET PIPE CLAMP TO CMU WALL WITH {"~x2\" EMBED. TWO (2) TOTAL. SS 'HILTI' KB-3 SPECIAL INSPECTION REQUIRED (ICC ESR-1385)
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 160
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-6 [''=1'-0'' 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER. COLOR TO BE GRAY. 1'-6'' 6'' C 4''x4''x{''x2['' LONG FRP ANGLE STANDARD FLOOR BRACKET TYP. \'' ~ STAINLESS STEEL HILTI KBTZ 2 (ESR-4266) W/ 2'' MIN. EMBED TYP.5'-6'' 8'' 1|'' SERRATED FRP RUNGS TYP. 6'' 5'-6'' B 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. \'' ~ SS HILTI KBTZ 2 (ESR-4266) W/ 3|'' MIN. EMBED TYP. 6'-0'' A
(VERIFY) TOP RUNG STEP-OFF MUST BE EVEN WITH TOP OF CONC. CURB AB LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: C F.F. TO TOP OF PUMP PIT GUARDRAIL 2'-6'' CLR. B 16'' 2'-4'' 16''
12'' 12'' 12'' 12'' 12'' 3''=1'-0'' 0'-0'' @ MECH. RM. FIN. FLOOR PIT CURB 8'' MIN. 2''
['' +48''
2'' 8''10\'' 2''
42'' TO 44''
10\''
[''
10\'' 2'' STRUCTURAL PLANS CEMENT OR EQUAL USING SLEEVE CAP BOTTOM IF GROUT FILL, WITH FOR REINF. SEE "QUIK-ROK" EXPANSION 2-#3 x 1'-0'' 1'-0'' CONC. CURB/PIT MAX 4'-0'' O.C. 2'' STANDARD STEEL PIPE, GALVANIZED PER PLANS. +4'' @ BACKWASH PIT CURB +6'' @ PUMP 1\'' TO 3\''
2'' STANDARD STEEL PIPE, GALVANIZED RAILS @12'' O.C. MAX HORIZ. CORE CONCRETE OR PROVIDE 2\''x8'' DEEP SLEEVE SET IN CONCRETE SIDE WALL AROUND SLEEVE 6''
4'' -A _'' TYP. CHEMICAL METERING PUMP (UNDER 30lbs) |''-20 UNC. x 1\'' STAINLESS STEEL BOLT, NUT AND WASHER, TYP. AT FOUR (4) LOCATIONS. FOUR (4)-{''~ x 2\'' MIN. EMBED. STAINLESS STEEL HILTI KB 3 EXPANSION ANCHOR (INSTALL PER ICC ER-1385) AT 8'' MIN. O.C. EA. WAY. 12\''x7''x\'' LAMINATED FRP 'L' CHANNEL WALL FACE 6'' ABOVE TOP OF
8'' MIN. \'' CHEMICAL TANK
CHEMICAL TANK 6''=1'-0''
2'' 2'' NO SCALE
VARIES
1|'' NPSM THREADED CAP SENSOR BALE 1.05''
SEE TABLE 'A' -45^ +45^ 0^ DRILL HOLE PER TABLE 'A' SENSOR CAPBLACK CONDUIT CAP SENSOR BALE TABNOTCH 10x PIPE DIA. INLET FLOW OUTLET MANUAL FILTER = 'SIGNET' 3-5090 AUTOMATIC FILTER = FILTER CONTROLLER FLOW DISPLAY NOTES: HORIZONTAL PIPE RUNS: MOUNT SENSOR IN -45^, 0^, OR +45^ POSITION PER MANUFACTURER'S RECOMMENDATIONS. 1. VERTICAL PIPE RUNS: MOUNT SENSOR IN ANY ORIENTATION PER MANUFACTURER'S RECOMMENDATIONS. 2. SECTION 'A' 3. FLOW SENSOR LOCATION PER PLAN AA SIGNET 515 STANDARD PIPE DIA. \'' THRU 4'' 5'' THRU 8'' FLOWSENSOR LENGTH 4.1'' 10'' AND UP 5.4'' 8.4'' SIGNET 515 - TABLE 'A' DRILL HOLE 2|'' 2|'' 17 16'' PIPE DIA. PER TABLE 'A' IRON STRAP-ON SADDLE 5x PIPE DIA. FLOW SENSOR -20-30 60 -10 0 10 20 50 3040 Hg psi SNUBBER 'PETCOCK' MODEL #A10, BRASS 4\'' S/S CASED LIQUID FILLED PRESSURE GAUGES SHALL HAVE A DIAL RANGE PRESSURE OF 60psi AND VACUUM RANGE OF 30'' Hg THE MINOR GRADUATIONS SHALL HAVE A PRESSURE OF 2psi AND VACUUM OF 2'' Hg, |'' NPT PER SPECIFICATIONS. 1.2. NOTES: PRESSURE GAUGES SHALL BE INSTALLED BY MEANS OF DRILLING AND TAPPING PIPE TO BE MONITORED. THE GAUGE SHALL THEN BE THREADED INTO THE PIPE. PROVIDE WITH SNUBBER AND PET COCK. GAUGE MAY BE USED WHEREVER CRUCIAL VACUUM OR PRESSURE READINGS ARE ESSENTIAL.6''=1'-0'' WATER CHEMISTRY CONTROLLER NOTES: VARIABLE SPEED DRIVE MOTOR CONTROL CABINET, SEE PLANS AND SPECIFICATIONS. VARIABLE SPEED MD 12 ENCLOSED CIRCUIT BREAKER, SEE SINGLE LINE DIAGRAM. 3 WATER CHEMISTRY/FILTER CONTROL UNIT, SEE PLANS. 4 CONNECT TO CIRCULATION PUMP MOTOR, SEE PLANS. 5 MOTOR FEEDERS, SEESINGLE LINE DIAGRAM. 6 120 VOLT BRANCH CIRCUITS, SEE PLANS. 7 [''C, (4) #12, (1) #12 GND. (120 VOLT CONTROL WIRING) 8 24 VOLT SIGNAL AND SENSOR CABLING, SEE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS. ELEC. PANEL 6 3 1 7 8 5 5 4 DRIVE TO 120/208V ELEC. PANEL TO 120/208V 9 MOTOR DISCONNECT, SEE PLANS.CB2 9 6 SWIMMING POOL = 25 HP NO SCALE ACTIVITY POOL = 15 HP A CONDUIT ENTRY - TOP VIEW 1'' DIA CONDUIT ENTRY - BOTTOM VIEW FOR 1\'', 2'', AND 2\'' CONDUIT FRONT VIEW SIDE VIEW VENTS IN TYPE 1 ONLY BC D E ]'' DIA {'' DIA J ANCHORS WITH 2\'' EMBED TO K IH GF AUTO AFC RUN FAULT POWER ON NOTE: PROVIDE AT LEAST 3'' OF MOUNTING CLEARANCE ON EACH SIDE OF THE DRIVE CONTROLLER. PROVIDE AT LEAST 6'' OF MOUNTING CLEARANCE ON EACH TOP AND BOTTOM OF THE DRIVE CONTROLLER FOR \'', ['', AND 1'' CONDUIT FOR 1\'', 2'', AND 2\'' CONDUIT FOR \'', ['', AND 1'' CONDUIT NO SCALE 4-{'' SS HILTI KB 3 CMU WALL (ESR-1385) 126 lbs. 'SPCS' EKO-FLEX SIZING TABLE 208/230V HP 460V HP LBS WEIGHT A DIMENSIONS B C D E F G H I J K 10 TO 25 7.5 TO 10 126 20.00'' 13.93'' 12.08'' 3.01'' 38.38'' 19.49'' 17.54'' 1.86'' 7.65'' 41.00'' 39.75'' NO SCALE S3 BECs 4-20mA Output Signal -+ (L) BECs RUN COMMAND (N) 120V DIRECT CONNECTION TO OVERLOAD RELAY (OL1) T1 T2 T3 CP GND 30 FUSED INTERLOCKED CONTACT N L1 L2 L3 A B C 3 PHASE, 60 Hz ACTIVITY POOL CIRCULATION PUMP 15 HP, FLA 21.0 460V, 3PH, 60 Hz 25 26 S2+ SWIMMING POOL CIRCULATION PUMP 25 HP, FLA 34.0 460V, 3PH, 60 Hz TOP OF FINISHED FLOOR BEYOND NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 161
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-7 NO SCALE LC 13 14 13 14 13 14 8 AUTO START 7 9 6A 6 N DEVICE TERMINAL TERMINL BLOCK (TB) NUMBER - 115 VAC LETTER = 10/24 VDC RUN COMMAND RELAY AUTO MODE POWER ONLINE CONTACTOR BYPASS CONTACTOR BYPASS RUN AUX DRIVE FAULT RELAY AFC FAULT AUX DRIVE RUN RELAY TO MOTOR OL OL OL L1 L2L3R1A R1C R1B SIGNAL FAULT AFC6 AFC RUNAUTO/ MAN R2A R2C666 AO1 AO1 COM COM 10V AI1+ AI1- RUN LI1 FWD FREEWHEEL STOP LI2 PWR +24 COMAI2 SPEED POT 12 S3 S2+ S S FAULT RESET LI4 LI3 MODBUS INTEGRATED RJ45 LI5LI6 DC SUPPLY UVW BCBCBC LCLCLC CB FROM POWER SUPPLY BCLC 120V INTERLOCKED CONTACT AFC RUN 30 10 (H1) (H3) (H2) (H1) (H4) (H2) (X1) (X2) GND DETAIL A 115V 1T 208V 208V TRANSFORMER CONNECTION LEGEND 115V X1 X2 XF FU1 460V 2 61 FU3 FU2 31 32 32 31 22 21 21 22 83 84 1RCR2 6RPR 10 E F DC CB AA1 LC TEST-NORMAL HAND-OFF-AUTO TEST-NORMAL HAND-OFF-AUTO L2L3L1 T2T3T1 OLR A1 A2 X1 X2 X1 X2 X1 X2 X1 X2 X1 X2 A1 A2 A1 A2 13 14 13 14 23 24 13 13 14 13 14 2 1 3 4 5 13 12 21 22 BC RCRRCR ADFR 11 12 1110A 24 RCR ADFR ADRR 15 16 9 1 5-8 SEC 9 R2C R2A R1C R1A 14 1595 96 AFC DRIVE RUN AFC DRIVE FAULT BCLCTSTSYRYGTSY GND LINE REACTOR STIRRING FAN PUMPS FANS 2/3 WIRE CONTROL STANDARD MOT. FREQ (HZ) ACCELERATION (SEC) DECELERATION (SEC) LOW SPEED (HZ) SWITCHING FREQ. (HZ) 2 WIRE TYPE AI2 MIN. VALUE (mA) R2 ASSIGN - DRIVE RUNNING REF. 1 CHAN PROFILE FREEWHEEL STOP ASSIGN REF. 1B SWITCHING REF. 1B CHAN FAULT RESET CATCH ON THE FLY OUTPHASE LOSS FORCED LOCAL ASSIGN. SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.3 I - O 1.5 I - O 1.5 I - O 1.5 CtL 1.6 CtL 1.6 CtL 1.6 FUn 1.7 FUn 1.7 FUn 1.7 FLt 1.8 FLt 1.8 FLt 1.8 COM 1.9 AI2 CONFIG. R2 CONFIG. STOP CONFIG. REFERENCE SWITCH REFERENCE SWITCH FAULT RESET CATCH ON THE FLY OUTPUT PHASE LOSS FORCED LOCAL MENU No SUB-MENU DESCRIPTION ADJ. EKO-FLEX ATV61 FACTORY CONFIGURATION CODE tCC 2C CFG bFr ACC dEC LSP SCr tCt Crl2 r2C FR1 FR1 CHCF nST rCb Fr1b rSF FLR PDL FLt PnF 60101038LEL4rUn HMI AI1 SEP LI2 LI3AI2 LI4 YES NOLI4 DESCRIPTION STIRRING FANS VENTILIATION FAN SPACE HEATER NANA7.5-50HP 208/230V 10-100 HP 460V, ALL HP ALL HP NA TYPE 1 TYPE 12K TYPE 3R NANA7.5-50HP 208/230V 10-100 HP 460V, BECs RUN COMMAND RELAY (BRCR) 89 JUMPER USED WHEN START-STOP PUSH BUTTONS NOT USED. RCR TIMED CONTACT USED ONLY IF LINE CONTACTOR IS SUPPLIED CONTROL TRANSFORMER SHOWN FOR 460V PRIMARY. FOR 230V PRIMARY, JUMPER H2-H3 IS PROGRAMMED I/O SEE CONTROLLER FUNCTION CONFIGURATION TABLE. 216 NOTES: 67SS2+ S31232223161718192021 242526 1114 LN ADFR ADFR ADRR ADRR 30N AFC AUXILIARY RUN CONTACT (SHOWN NOT RUNNING) AFC AUXILIARY RUN CONTACT (SHOWN IN FAULT MODE) ;4 - 20mA Signal from BCESys 120V RUN COMMAND FROM BCESys 120V INTERLOCKED CONTACT USER CONNECTIONS MAIN CIRCUIT BREAKER P1 OVERLOAD LINE REACTOR BYPASS CONTACTOR LINE CONTACTOR 4-20mA Signal BYPASSOFFBECSys 120V Pump Run VFD LOGIC INPUTS VFD ANALOG INPUTS BECSys Control VFD OUTPUTS AUTOAG ADJUSTABLE FREQUENCY DRIVE AFD 1 AFC RUN FAULT AR POWER ONLC ACTIVITY POOL CIRC. PUMP 15 HP, FLA 21.0 460V, 3PH, 60HZ NO SCALE SWIMMING POOL CIRC. PUMP 25 HP, FLA 34.0 460V, 3PH, 60HZ ACTIVITY POOL CIRC. PUMP 15 HP, FLA 21.0 460V, 3PH, 60HZ SWIMMING POOL CIRC. PUMP 25 HP, FLA 34.0 460V, 3PH, 60HZ NO SCALE 100 lb. MAXIMUM PANELBOARD CMU WALL ELEVATION SECTION 24'' 30'' 8'' 5'' {''~ HILTI KB3 INSTALL PER (INSTALL PER ICC ESR-1385) WITH 2\'' MIN. EMBED TYP. AT CMU WALL. NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 162
ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: 925.396.7700 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER 160 Pine Street, Suite 600San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE / TELECOM / SECURITY: GUTTMANN & BLAEVOET 2351 Powell Street San Francisco, CA 94133 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday AvenueCarlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: TOPFLIGHT SPECS 49 Geary Street, Suite 230San Francisco, CA 94108-5748 P: 415.546.6033 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: NOT FOR CONSTRUCTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 PIEDMONT COMMUNITY POOL PIEDMONT, CA 25% CONSTRUCTION DOCUMENTS APRIL 14, 2022 202115 REVISION NUMBER DATE DESCRIPTION DETAILS MR-8 NO SCALE CONDUIT TO SWIMMING POOL JUNCTION BOX SEE SHEET SP.3 FOR MORE INFORMATION SEE DETAILS FOR BONDING REQUIRMENTS PROVIDE HINGED LOCKING COVER TERMINAL BLOCKS, 1 EACH FOR HOT, NEUTRAL, AND GROUND. SIZED TO ACCOMMODATE CONDUCTORS PER PLAN. CONDUITS 1 AND 3 VIA ELECTRICAL PANEL 'SP'
UNDERWATER LIGHT GROUNDUNDERWATER LIGHT NEUTRAL
UNDERWATER LIGHT HOT
UNDERWATER LIGHT GROUND
UNDERWATER LIGHT NEUTRAL
UNDERWATER LIGHT HOT NO SCALE SPACER SLEEVE REQUIRED AROUND BOLT BRACE TO 4'' MAX. B-LINE B3100 SERIES PIPE HANGER TYP. HANGER/BRACE PERPENDICULAR HANGER/BRACE LONGITUDINAL NOTES: 2. PROVIDE BRACING FOR EACH PIPE RUN IN TWO DIRECTIONS. MAX. SLOPE (MAY VARY 30^ TO 60^) ROD STIFFENER LATERAL BRACING CLAMP BRACE TO CLAMP PIPE HANGER TYP. HANGER ROD SIZES/TABLE }''~ AT 4'' PIPING MAX. ROD LENGTH = SEE OPM DESIGN [''~ AT 6'' PIPING MAX. ROD LENGTH = SEE OPM DESIGN ["~ AT 12'' PIPING MAX. ROD LENGTH = SEE OPM DESIGN [''~ AT 8'' PIPING MAX. ROD LENGTH = SEE OPM DESIGN MAX. PIPE HANGER SPACING 4'' PIPING OR SMALLER = 6'-0'' O.C. 6'' PIPING = 6'-0'' O.C. 10'' PIPING = 4'-0'' O.C. 8'' PIPING = 6'-0'' O.C. 6. REFER TO MR.1 FOR PIPE HANGER LOCATIONS. TRANSVERSE BRACING AT BRACING +45^
PER OSHPD
DESIGN SEE STRUCTURAL FOR ROOF ATTACHMENT 8'-0'' O.C. MAX. SEE NOTE #2 1. REFER TO OSHPD (OPM #0043-13 & #0052-13) FOR PIPE HANGER HARDWARE & INSTALLATION. INSTALLATION SHALL SATISFY ANCHORAGE REQUIREMENTS OF ACI 318 CHAPTER 17. AT EACH CHANGE OF DIRECTION OF PLUMBING AND MID LENGTHS SPAN NO GREATER THAN 12'-0''. ROOF STRUCTURAL SYSTEMS. 4. REFER TO STRUCTURAL PLANS FOR TYPICAL DIAGONAL BRACE ATTACHMENT. 5. FOR COPPER TUBING USE COPPER PLATED OR PAINTED B3104CT, FELT LINED B3100F, OR PLASTIC COATED B3100C. MAX. SLOPE (MAY VARY 30^ TO 60^) BRACING +45^ {''~ AT 2'' PIPING MAX. ROD LENGTH = SEE OPM DESIGN SEE NOTE #7 7. PROVIDE ROD STIFFENER WHEN BRACING IS USED OR WHERE ROD LENGTHS EXCEED 31", SEE OPM DESIGN 1''=1'-0'' C SINK DRAIN AND P-TRAP. SEE PLUMBING PLANS FOR DRAIN P.O.C. TO WASTE. 8'-0'' 2'-1'' 8'' 10'' 1'-8'' 10'' 3'' 1'-3'' 1'-5\'' 1'-5\'' 1'-3'' 3'' SWIMMING POOL WATER SAMPLE SOURCE DOMESTIC WATER FAUCET B 2x4 STUDS @ 16'' OC FURRED WALL FOR WATER CHEMISTRY AND DOMESTIC WATER PLUMBING TO FAUCETS. PROVIDE CONTINUOUS 2x LEDGER (WALL TO CMU) TOP & MID HEIGHT. NOTCH STUDS @ CONT. LEDGER TYP. 4'' HOUSEKEEP PAD 'TOTAL LAB SOLUTIONS' #MB3515-040 ON EA. END TWO (2) TOTAL. 'TOTAL LAB SOLUTIONS', DURCON', OR 'KEWAUNEE' 'TOTAL LAB SOLUTIONS' #KSR0460 KNEE SPACE RAIL. 'TOTAL LAB SOLUTIONS', DURCON', OR 'KEWAUNEE' 'TOTAL LAB SOLUTIONS' #ADA-L-55CR 25''x15''x4]'' DURATOP EPOXY LIPPED DROP-IN SINK SUPPLIED WITH POLY DRAIN OUTLET, OVERFLOW AND STOPPER ONE (1) TOTAL. 'TOTAL LAB SOLUTIONS', DURCON', OR 'KEWAUNEE' 'TOTAL LAB SOLUTIONS' 8'-0''x2'-0''x1'' THICK DURATOP EPOXY FABRICATED COUNTERTOP WITH 316'' RADIUS EDGE, COLOR BLACK. 'TOTAL LAB SOLUTIONS', DURCON', OR 'KEWAUNEE' 'BROEN BOSS' #16-403-009 WALL MOUNTED FAUCET. PROVIDE TWO (2) #19-631-003 QUICK-RELEASE COUPLING. THREE (3) TOTAL. 'BROEN BOSS', 'CHICAGO FAUCETS', OR 'ZURN' WATER CHEMISTRY CONTROLLER(S) WITH BACKPANEL TWO (2) TOTAL. (17 lbs. EA.) 8'-0'' x 4'-0'' x ['' THICK HDPE FURRED BACKING WITH ALL PIPING BEHIND. PRIME AND PAINT WITH WATERPROOF COMMERCIAL GRADE, HIGH GLOSS PAINT LABELS ABOVE EQUIPMENT AND FAUCETS, TYP. 6'-10''
2'-10'' 4'-0'' DRAIN TO ATMOSPHERE IN SURGE CHAMBER POOL WATER SAMPLE STREAM 6'-10''
4'-0'' 2'-3''
2'-10'' PIPING INSULATION
9'' 2'-0'' FRP PANEL FRONT AND SIDES
6''
MIN.
MAX
MIN.
CLR. 12'' MIN. PT SILL PLATE TO FLOOR WITH 'HILTI' X-CP 72 (ICC ESR 2379), AT 48'' O.C. AND 6'' FROM ENDS CONNECT STUDS TO 2x CONT W/ 2-16d TYP. TOP & MID HEIGHT CMU WALL SOLID GROUT 3 x 6 LEDGER TO FURRED WALL FOR COUNTER SUPPORT. SILICONE BACK SPLASH TO FRP PANEL TYP. SUPPORT COUNTER ON SIDE DRAWERS SCREW TO ['' FRP AND BLOCKING WITH 4-#16 SS SCREWS. (17 lbs.) 2x BLOCKING BETWEEN STUDS FOR WATER CHEM. MOUNTING 2x CONT. LEDGER TOP AND MID HEIGHT WITH 'HILTI' KB-3 {''~x2\'' MIN. EMBED (ICC ESR 1385), AT 48'' O.C. AND 6'' FROM ENDS 2x4 TOP PLATE: 2-16d FACE NAIL TO STUDS BELOW 2x4 STUDS @16'' OC FURRED WALL: NOTCH STUDS @ CONT. LEDGER TYP. 10'' 1'-8'' 10'' 8'' ACTIVITY POOL WATER SAMPLE SOURCE POOL WATER SAMPLE STREAM (17 lbs.) NO SCALE 3 5
5 A PVC PIPE SYSTEM NO. C-AJ-2109
2 4
A FLOOR OR WALL ASSEMBLY - MIN. 4\'' 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 12'' SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURES. STEELE SLEEVE - (OPTIONAL) - NOM. 12'' DIAM SCHEDULE 40 (OR HEAVIER) STEEL PIPECAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES A MAX. OF 3'' ABOVE THE FLOOR. IF THE STEEL SLEEVE EXTENDS ABOVE THE FLOOR, THE T RATING OF THE FIRESTOP SYSTEM IS 0 HR AND A MIN \'' ANNULARSPACE IS REQUIRED BETWEEN THE THROUGH PENETRANT (ITEM 3) AND THE PERIPHERY OF THE OPENING. THE W RATING DOES NOT APPLY WHEN THE STEEL SLEEVE IS USED. THROUGH PENETRANTS - ONE NONMETALLIC PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. FOR MAX. 6'' DIAM. PIPES, THE ANNULARSPACE BETWEEN THE PIPE AND THE PERIPHERY OF OPENING SHALL BE MIN. 0'' TO MAX. \''. FOR NOM. 8'' AND 10'' DIAM. PIPES THE ANNULAR SPACE BETWEEN THE PIPE AND THE PERIPHERY OF OPENING SHALL BE MIN. 0'' TO MAX. 1|''. IF THE STEEL SLEEVE EXTENDS ABOVE THE FLOOR (ITEM 2), A MIN. \'' ANNULAR SPACE IS REQUIRED BETWEEN THE THROUGH PENETRANT (ITEM 3) AND THE PERIPHERY OF THE OPENING. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. FOR SYSTEMS WITH A W RATING, THE MAX. ANNULAR SPACE IS \''. THE T RATINGS ARE DEPENDENT ON THE SIZE AND/OR TYPE OF PIPE AS SHOWN IN THE TABLE BELOW. THE FOLLOWING TYPES AND SIZES OF NON-METALLIC PIPES MAY BE USED. POLYVINYL CHLORIDE PIPE (PVC) - NOM. 10'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID
CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. FOR SYSTEMS WITH A W RATING, THE NOM. DIAM. OF PIPE SHALL NOT EXCEED 6''. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM. 10'' DIAM. (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. FOR SYSTEMS WITH A W RATING, THE NOM. DIAM. OF PIPE SHALL NOT EXCEED 6''.ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE - NOM. 6'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID-CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
FLAME RESISTANT POLYPROPYLENE (FRPP) PIPE - NOM. 6'' DIAM. (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED (PROCESS ORSUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
FILL, VOID OR CAVITY MATERIAL - SEALANT - MIN. \'' THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP OR BOTTOM SURFACE OF FLOOR OR BOTH SURFACES OF WALL. SEALANT IS OPTIONAL FOR PIPES HAVING A MAX. DIAM. OF 6'' IN UNSLEEVED OPENINGS. FOR SYSTEMS WITH W RATING AND/OR L RATING MIN. \''THICKNESS OF CP 601S, CFS-S SIL SL (FLOORS ONLY) SEALANT SHALL BE APPLIEDWITHIN THE ANNULUS, FLUSH WITH TOP OR BOTTOM SURFACE OF FLOOR.
HILTI CONSTRUCTION CHEMICALS, DIV. OF HILTI INC. - FS-ONE MAX INTUMESCENT SEALANT, CP 601S SEALANT, CFS-S SIL GG, CFS-S SIL SL (FLOORS ONLY) SEALANT.
PACKING MATERIAL - (NOT SHOWN) - MIN. \'' THICKNESS OF 4 pcf MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO ANNULAR SPACE AND RECESSED FROM THE TOP SURFACE OF FLOOR TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. REQUIRED ONLY WHEN CP 604 SEALANT IS USED. FIRESTOP DEVICE - FIRESTOP COLLAR - FIRESTOP COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND THE PIPE AND SECURED TO UNDERSIDE OF FLOOR OR BOTH SIDES OF WALL USING THE ANCHOR HOOKS PROVIDED WITH THE COLLAR. MINIMUM TWO ANCHOR HOOKS FOR NOM. 1\'' AND 2'' DIAM. PIPES. MINIMUM THREE ANCHOR HOOKS REQUIRED FOR NOM. 3'' AND 4'' DIAM. PIPES. MINIMUM FOUR ANCHOR HOOKS REQUIRED FOR NOM. 6'' DIAM. PIPES. MINIMUM 10 ANCHOR HOOKS REQUIRED FOR NOM. 8'' DIAM. PIPES. MINIMUM TWELVE ANCHOR HOOKS REQUIRED FOR NOM. 10'' DIAM. PIPES. THE ANCHOR HOOKS ARE TO BE SECURED WITH MIN. |'' DIAM. BY MIN. 1|'' LONG STEEL EXPANSION BOLTS OR MIN. 0.145'' DIAM. BY 1|'' LONG POWDER ACTUATED FASTENERS UTILIZING A 1 7/16'' DIAM. BY 1/16'' THICK STEEL WASHER. AS ALTERNATES TO THE ANCHORS SPECIFIED ABOVE, HILTI |'' DIAM.
BY 1|'' LONG KWIK-CON II + CONCRETE SCREW ANCHOR. HILTI |'' DIAM. BY 1['' LONG KWIK-BOLT 3 STEEL EXPANSION ANCHOR OR HILTI X-DNI 27 P8 S15 POWDER ACTUATED FLOOR PIN WITH INTEGRAL NOM. 9/16'' DIAM. WASHER MAY BE USED. HILTI CONSTRUCTION CHEMICALS, DIV. OF HILTI INC. - CP 643N 50/1.5'', CP 643N 63/2'', CP 643N 90/3'', CP 643N 110/4', CP 643 160/6', CP 644-200/8'' OR US OR CP 644-250/10'' US FIRESTOP COLLAR. 12 3 A. B. C. D.
44A
5 NOM. PIPE DIAM. IN F RATING HR PVC, CPVC GREATER THAN 6 2 PVC, CPVC, ABS, FRPP 6 OR SMALLER3 PVC PIPE NOM. PIPE DIAM. IN T RATING HR PVC, CPVC, ABS, FRPP 1\, 2, 3, 2 PVC, CPVC, ABS, FRPP 4 3 PVC, CPVC, ABS+, FRPP
6 3 PVC, CPVC GREATER THAN 6
0 ABS ++
6 0 + INDICATES SOLID CORE ABS ONLY ++ INDICATES CELLULAR CORE ABS ONLY 3 2 1
4 INDICATES SUCH PRODUCTS SHALL BEAR THE UL CERTIFICATION 1''=1'-0'' POINT OF BUTTERFLY/ ISOLATION VALVE CPVC PIPE SIZE PER PLANPOOL PIPE EFFLUENT POOL PIPE INFLUENT TO HEAT EXCHANGER LOOP FROM HEAT EXCHANGER LOOP AQUATIC SCOPE OF WORK MECHANICAL SCOPE OF WORK CPVC SCH 80 SEGMENT 10'-0'' MIN. NO SCALE BFV ETS EZ UV STRAINER SIZED PER BYPASS LOOP DIAMETER UV DISINFECTION UNIT W/ FLANGED CONNECTIONS NORMALLY CLOSED UV BYPASS LOOP U.V. BYPASS TEE RETURN LINE PER PLAN U.V. BYPASS TEE BFV ISOLATION PIPING PER PLAN BFV ISOLATION UV CONTROL PANEL 30FT MAX CORD LENGTH. MUST BE WITHIN LINE OF SITE OF UV UNIT INTERCONNECT WITH CHEMICAL CONTROLLER PER INTERCONNECTION DIGRAM (2) 'UNISTRUT' P1026 BRACKETS PER SUPPORT W/ {''~ STAINLESS STEEL HILTI KB-TZ WITH 2\'' MIN. EMBED ( CC ESR-1917) THROUGH ANGLE WITH TWO HIGH STRENGTH WASHERS FOUR (4) TOTAL. (92lbs). INTO 4'' CONCRETE PAD 'UNISTRUT' P-1000 PIPE SUPPORTS W/ PIPE CLAMP MARK FOR JURISDICTIONS EMPLOYIING THE UL. (16 lbs.) (16 lbs.) BECSys ALKALINITY METER BECSys ALKALINITY METER 17 5 8 10\'' 6'' 2''
17 7
8'' 16 7
8'' 4 7
8'' 3 7
8''
6{''
1[''
4}'' PLAN VIEW FRONT VIEW SIDE VIEW REAR VIEW
23[''
17}''
4_''
11\'' 10'' [''
1\''=1'-0''
7 7 AND STUDS AT WORK SCREW TO FRP PANEL SCREWS. BENCH W/ 4-#16 S/S (16 lbs.)
NOT FOR
CONSTRUCTION
PIEDMONT
COMMUNITY POOL
PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:
ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 163