Agenda packet — Gardena City Council, December 12, 2023 (part 5 of 11)

TYPICAL DETAILS-MEP SUPPORT
S-1.13
S-1.13
SCALE:N.T.S.
7 SOLAR FRAME SUPPORT
99 R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
PANTRY
115

KITCHEN
116
ELEC.
117

SENIOR PROGRAM
ROOM
110
LOBBY
100

RESTROOM
111

RESTROOM
112

STORAGE
113
OFFICE
114

RECEPTION
102
OFFICE
103

CONFERENCE
104

CIRCULATION
101
ELEV.
-
ELEV. CONTROL
109
CUST.
108
RESTRM.
107

STORAGE
106

BREAK ROOM
105
WOMEN
123

LIFEGUARD
120
CUST.
122
HALL
121
FAMILY
124

LOCKERS
125
MEN
126
UP
UP
7 7
A
A
S-6.1
10 S-6.1
9 S-6.1
11 1 1

6.9 6.9

1.3 2 2
C
C
D
D
F
F
H
H

6.8 6.8
4 4
E.6
E.6
131' - 4"
12' - 9 5/8" 33' - 2 3/8" 20' - 0 5/8" 25' - 3 3/8" 14' - 8 3/8" 8' - 11 1/2" 16' - 4 1/4" 47' - 4"
13' - 2 7/8" 9' - 4" 18' - 9 1/8" 4' - 8"
1' - 4"
B
B
G
G
G.8
G.8
5" THK SLAB ON GRADE
W/ #4 @16"O.C. E.W.

SEE SHEET NOTE 7.
10' - 3 1/8" 3' - 7 1/4"
B.2
B.2
B.9
B.9
WF-3
WF-3
WF-1.5
WF-3
WF-3 WF-3
WF-3
WF-3
WF-3
WF-3
WF-3
SF-8
HSS6X6X1/4HSS6X6X3/8
HSS6X6X3/8
SF-8
SF-6.5
WF-4

4.5 4.5
5 5 5' - 6 3/4"
2' - 0"
8"
3' - 3 5/8"

INVERTER
118
X.1
Y.1
E
E
S-6.1
1 S-6.2
12 S-6.2
13 S-6.2
14 S-6.1
8 S-6.1
5 S-6.1
6 S-6.1
2 S-6.1
3 S-6.1
4 5" THK SLAB ON GRADE
W/ #4 @16"O.C. E.W.

SEE SHEET NOTE 7.
2 S-4.1
3 S-4.1
2 S-4.1
4 S-4.1
2 S-4.1
2 S-4.1
1 S-4.1
1 S-4.1
9 S-4.1
10 S-4.1
11 1/2"
TYP
0"
0"
-2 1/2"
-2"
-2"
-6"
-6"
-6"
-6"
-6"
18" THK PIT SLAB
W/ #6@12"O.C. E.W. T&B
T.O.PIT = -4' - 0"

4.2 4.2
-2"
3 7/8"
HSS5X5X1/4
@6 LOCATIONS
W/
X
24" DIA
6'-6"EMBED TYP
-7 1/4"
WF-5
WF-5WF-5
12 S-4.1
12 S-4.1
HSS5X5X1/4
@ 10 LOCATIONS
W/ 24" DIA
X 6'-0"EMBED TYP
8 S-4.1
HSS12X4X5/8

GUIDE RAIL SUPPORT

SEE TYP
DET
9 S-4.1

COMBINE POLE FOOTING AND
WALL FOOTING REINF. AND POUR

MONOLITHICALLY

STEEL TUBE SHALL FULLY

ENCLOSED WITHIN THE CMU WALL
TYP. 3 PLACES
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/2
WF-5
5 S-4.1 TYP.

SPREAD FOOTING SCHEDULE
MARK

LENGTH WIDTH DEPTH LONG

REINFORCEMENT
SHORT

DIMENSIONS
SF-4 4' - 0" 4' - 0" 24" (4)-#5 T&B (4)-#5 T&B
SF-6.5 6' - 6" 6' - 6" 24" (6)-#7 T&B (6)-#7 T&B

14. CONC. MASONRY WALL SEE ELEV FOR ADDITIONAL INFOMATION.

15. WF-# INDICATES WALL FOOTING.

WALL FOOTING SCHEDULE

MARK WIDTH DEPTH

DIMENSIONS
WF-5
WF-10
5' - 0" 24"
10' - 0" 24"

REINFORCEMENT
(5)-#5 T&B
(10)-#5 T&B
#4 TIES @ 12" O.C., U.N.O.

ALT. CAP
WF-3 3' - 0" 24" (4)-#5 T&B
WF-1.5 1' - 6" 24"

5. DRAWING DATUM = 0'-0'': REF. ELEV. +/- XXX.XX @ GROUND FLOOR FINISH FLOOR (SEE CIVIL & ARCH FOR ACTUAL ELEVATION)

6. FOR WALL FOOTING THRU / TERMINATION DETAIL SEE

7. TYPICAL SLAB ON GRADE UNDERLAYMENT:

SLAB SHALL BE UNDERLAIN BY 4 INCHES OF SAND LAYER
OVER 15 MIL MOISTURE BARRIER
CONTRACTOR TO PROTECT VAPOR BARRIER FROM PUNCTURE.

8. FOR SLAB SAWCUT AND CONTROL JOINT, SEE DETAIL
& FOR TYPICAL SLAB EDGE, SEE

9. UNDERGROUND UTILITY NOTE:

CONTRACTOR SHALL COORDINATE ALL NEW AND EXISTING UTILITIES PRIOR TO

ANY FOUNDATION WORK PER &

STEP FOOTINGS AS REQUIRED PER DETAIL
@ SLRS FRAMES, STEPS NOT NOTED HEREIN REQUIRE SEOR & DSA APPROVAL.

WHERE ADDITIONAL STEPS ARE REQUIRED, NOTIFY SEOR.

FOUNDATION NOTES

1. FOR GENERAL NOTES, SEE S-0.# SERIES.

2. FOR TYPICAL DETAILS, SEE S-1.# SERIES.

3. NONE.

4. SF-# INDICATES SPREAD FOOTING. SEE SPREAD FOOTING SCHEDULE FOR ADDITIONAL INFO.

10. INDICATES STEP IN FOOTING PER DETAIL
@ SLRS FRAMES, STEPS NOT NOTED HEREIN
REQUIRE SEOR & DSA APPROVAL.

11. INDICATES DEPRESSED SLAB. SEE DETAIL

REFER TO ARCHT'L DRAWINGS FOR
ADDITIONAL INFORMATION.

12. SHOWS ELEVATION OF FRAME ELEVATION

13. FOR FOUNDATION CROSSINGS / OVERLAPS
SEE DET. , &

13.1 FOR STEEL COLUMN BASE PLATES, SEE DET.
$ $
11 S-1.10 /
16 S-1.1 /
9 S-1.1 /
9 S-1.2 / 5 S-1.2 /
8 S-1.2 /
8 S-1.2 /
9 S-1.1 /
2 S-1.3 / 3 S-1.3 / 5 S-1.3 /
WF-2.5 2' - 6" 24" (3)-#5 T&B
WF-2 2' - 0" 24"
SF-8 8' - 0" 8' - 0" 24" (8)-#7 T&B (8)-#7 T&B
WF-4 4' - 0" 24" (5)-#5 T&B
(3)-#5 T&B
(3)-#5 T&B
2 S-1.10 /
S-2.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
1 FOUNDATION PLAN
NORTH

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:12AM

FOUNDATION PLAN
S-2.1
100

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
4 ADDENDUM #2 08/25/2023
7' - 1 5/8" 19' - 2 3/4" 49' - 4" 8' - 0" 8' - 0" 15' - 3 5/8" 12' - 0 7/8"
10" THK STRUCT'L
CONC SLAB W/ #5 @ 12" O.C. T&B E.W.

PIT WALLS

BELOW TYP
WF-2 WF-2
5" THK SLAB ON GRADE
W/ #4 @ 16"O.C. E.W. TYP

SLOPE AS REQ'D PER

ARCHT'L DRAWINGS
WF-2WF-2WF-2WF-2WF-2WF-2
8" THK CMU WALLS
W/ #5 @ 16"O.C. VERT
#4 @ 16"O.C. HORIZ
1 S-4.1
1 S-4.1
T.O.CONC WALL = 0' - 6"
0"
C
S-2.2
C
S-2.2
A
S-2.2
D
S-2.2
D
S-2.2
E
S-2.2
W8X15
W8X15W8X15
W8X15
W8X15W8X15W8X15W8X15W8X15W8X15
W8X15 W8X15
W8X15
W8X15
C8X11.5 C8X11.5 C8X11.5 C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
C8X11.5
D3
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
1 S-5.1
15" THK SLAB ON GRADE
W/ #5 @ 12"O.C. E.W. T&B
TYP @ PIT
8" THK CONC PIT WALLS
TYP @ PIT WALL
SEE
DET.
-10' - 0"
-4' - 0"
B
S-2.2
B
S-2.2
B
S-2.2
F
S-2.2

SHEET NOTES

1. SEE S-2.1 FOR FOUNDATION NOTES.

2. SEE S-3.2 FOR ROOF FRAMING NOTES.

3. WF-# INDICATES WALL FOOTING.

TYPE GAGE I
(IN4/FT)
S (TOP +)
(IN3/FT)

S (BOT -)
(IN3/FT)
TOTAL

DEPTH(IN)

CONC FILL
TYPE
REINF. WELDED
STUDS
DECK
MARK

DECK SCHEDULE

SIDE-SEAM

ATTACHMENT

PATTERN
D3 18 1.5" BARE DECK
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C
36/4 VERCO HSB-36
IAPMO 2018 0.302 0.314 0.401

WALL FOOTING SCHEDULE

MARK WIDTH DEPTH

DIMENSIONS

REINFORCEMENT
#4 TIES @ 12" O.C., U.N.O.

WF-2 2' - 0" 24" (3)-#5 T&B ALT. CAP
EQ EQ

WATERPROOFING

PER ARCH
T.G./F.S.

SEE ARCH/CIVIL

CONC PAVING

BY CIVIL

CMU WALL

PER PLAN
72 db

LAP SPLICE

CONC RETAINING WALL
PER
DET

DOWELS TO MATCH

CMU WALL VERT REINF
B
S-2.2

CONC SLAB WHERE
OCCURS
SEE
DET
D
S-2.2

DOWEL TO MATCH

VERT BAR
#5 @ 8" O.C.

VERT BAR
3" CLR
TYP
T.O.SLAB

PER PLAN
EQ EQ

LAP SPLICE
#5 @ 8" O.C.

HORIZ BAR
8" THK CONC WALL

CONC PIT SLAB

PER PLAN
STD
HOOK

WATER PROOFING

PER ARCH
6" PVC PERF PIPE IN
12"X12" CONT

BURLAP SACK, TYP
(CONNECT TO STORM DRAIN

LINE PER CIVIL/PLUMBING)
T.O.SLAB

SLAB ON GRADE

PER PLAN

STD HOOK DOWELS TO MATCH

SLAB REINF

GUARDRAIL W/
18" MIN EMBED

WHERE OCCURS
(2)-#3 X24" LONG REBAR AT

GUARD RAIL POST

WATER PROOFING

PER ARCH

CONC RET WALL
PER
DET
LAP
SPLICE
B
S-2.2
T.O.SLAB

SLAB ON GRADE

PER PLAN

DOWELS TO MATCH

SLAB REINF

WATER PROOFING

PER ARCH
LAP
SPLICE
T.O.SLAB

PER PLAN
CONC. SLAB PER PLAN

CONC RET WALL
PER
DET
B
S-2.2

STD HOOK DOWELS TO
MATCH WALL VERT. REINF.

LAP SPLICE
1" CLR
T.O.SLAB

PER PLAN
CONC. SLAB PER PLAN

DOWEL TO MATCH VERT REINF
72 db MIN
0"
TYP

VERT BARS PER PLAN
(MIN #5 @ 16" O.C.)

HORIZ BARS PER PLAN
(MIN #4 @ 16" O.C.)

DOWEL TO MATCH

VERT BAR
T.O.SLAB

PER PLAN

LAP SPLICE
8" THK CONC WALL

CONC PIT SLAB

PER PLAN
T.O.SLAB

PER PLAN

CONC PIT SLAB

PER PLAN

STD HOOK DOWELS TO
MATCH PIT SLAB REINF.

FOR INFO NOT
SHOWN
SEE
DET
B
S-2.2
S-2.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
2 POOL BLDG FOUNDATION PLAN
S-2.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
3 POOL BLDG ROOF FRAMING PLAN
S-2.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
1 POOL BLDG PIT FOUNDATION PLAN
NORTH
NORTH

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:15AM

POOL BLDG FOUNDATION & ROOF FRAMING PLAN
S-2.2
NORTH
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:2 / S-2.2

A PIT WALL TRANSITION DETAIL
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:1 / S-2.2

B BOTTOM OF PIT WALL
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:2 / S-2.2

C PIT WALL AT OPENING
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:2 / S-2.2

D PIT WALL WITH SLAB
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:2 / S-2.2

E CMU WALL OVER CONC SLAB
S-2.2
SCALE: 3/4" = 1'-0"
REF DET:1 / S-2.2

F PIT DEPTH CHANGE
101

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
PROGRAM ROOM 4
213
PROGRAM ROOM 3
211 PROGRAM ROOM 2
209

STORAGE
214 CIRCULATION
200

STORAGE
210

STORAGE
212
ELEV.
-

RECEPTION
201
PROGRAM ROOM 1
203
LOUNGE
208
CUST.
206
MEN
207
WOMEN
205
DN
DN
7 7
A
A
1 1

6.9 6.9

1.3 1.3
2 2
C
C
D
D
F
F
H
H

6.8 6.8
4 4
E.6
E.6
B
B
G
G
G.8
G.8
D1
T.O.C.= 13' - 0 3/8"
B.2
B.2
B.9
B.9

4.5 4.5
5 5
W16X31 W24X94 W24X55
W18X40
W18X50 W18X50
W16X31 W12X35
W16X31
W12X35
W12X19
W16X31
W16X31
W16X31
W12X35
W16X31 W12X35W16X31 W12X35W16X31 W12X35
W16X31 W12X35W16X31 W12X35
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X40W12X40W12X40
W12X40
W16X31
W16X31
W16X31
W16X31
W16X31
W8X21 W8X15
W8X15
W8X15
W8X21
W8X15
W12X22 W12X22 W12X22 W12X22
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X16
W12X19
W12X19
W12X19
W16X45
W12X19
W12X19
W12X19
W12X35 W12X35 W12X35
W12X35
HSS4X4X1/4
ABV
HSS4X4X1/4
ABV
HSS4X4X1/4
ABV
HSS4X4X1/4
ABV
HSS4X4X1/4
ABV
STOR.
204
X.1
Y.1
E
E
T.O.C.= 12' - 8"
W12X40
W12X40
W12X40
W8X35
W8X35
W8X35
W8X35W8X35W8X35
HSS10X2X1/4
HSS10X2X1/4
CONT
HSS10X4X1/4
HSS10X2X1/4
CONT
HSS10X4X1/4
TYP
HSS10X4X1/4
TYP
HSS10X4X1/4
HSS10X4X1/4
12 S-1.11

TYP HSS
TO HSS
W12X19 W12X19
W12X19

HATCHED AREA DENOTES
DEPRESSED SLAB W/ SLOPING TOPPING SLAB.

TOPPING SLAB TO BE 3" MIN NWC
W/ W1.4XW1.4 (6"X6") WELDED WIRE MESH
C12X20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7 C12X20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7
C12X20.7C12X20.7
C12X20.7
C12X20.7 C12X20.7
C12X20.7 C12X20.7
C12X20.7
C12X20.7
13' - 0 3/8"
D4
W12X19
W12X19
5 S-1.8
2 S-5.1
2 S-5.1
4C
S-1.10 4C
S-1.10
4C
S-1.10
4C
S-1.10
2 S-5.1
10 S-5.1
TYP
11 S-5.1

4.2 4.2
(CONT)
HSS4X4X1/4
HSS6X6X3/8
ABV
HSS4X4X1/4
ABV
HSS4X4X1/4
ABV
(ABV)
HSS4X4X1/4
2X8 TRLLIS INFILL

MEMBERS PER

ARCHT'L TYP
2X8 TRLLIS INFILL

MEMBERS PER

ARCHT'L TYP
HSS10X2X1/4
CONT
HSS10X2X1/4
CONT
HSS10X4X1/4
TYP
HSS10X4X1/4
TYP
HSS10X2X1/4
CONT
HSS10X2X1/4
CONT
HSS10X2X1/4

GUIDE RAIL

SUPPORT
SEE
DET
12 S-5.2
7 5/8" 7 5/8"
EQ EQ

EQ EQ EQ
4' - 10 1/4"4' - 10 1/4"
6' - 1 5/8" 4' - 7 1/4" 3' - 2"

EQ EQ EQ

EQ EQ EQ
9"
9"
9"
9"
9"
EQ EQ

EQ EQ EQ EQ
2' - 2 5/8"
7' - 2"
6' - 4"
2' - 2 3/4" 2' - 3 1/4"

EQ EQ EQ

EQ EQ EQ EQ
12 S-5.1
2 S-5.1 TYP
12 S-5.1
2 S-5.1
W8X35
W18X35
5 S-5.1
5 S-5.1
C12X20.7 C12X20.7 C12X20.7
C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7
C12X20.7
C12X20.7
12 S-5.3
12 S-5.3
C12X20.7
C12X20.7 C12X20.7
C12X20.7
C12X20.7
C12X20.7 C12X20.7
C12X20.7
C12X20.7
C12X20.7
W12X22 W12X22
W12X22
5 S-5.1
W12X35
7 S-5.1
7 S-5.1
7 S-5.1
TYP

CANOPY TO
CMU
10 S-5.3
7 S-5.1
5 S-5.1
C12X20.7
(ABV)
HSS6X4X1/2
(ABV)
HSS6X4X1/2
(ABV)
HSS6X4X1/2
(ABV)
HSS6X4X1/2
SLRS

SLRS BEAM

PER PLAN
SLRS

WF BEAM

WHERE OCCURS
WF BM

WF BEAM
TYP
WF BM

WF BEAM
TYP

WF BEAM

WHERE OCCURS

HSS COL
WF BM

HSS COL

SLRS SLRS

SLAB BEAM

PER PLAN
TYP

WF BEAM

WHERE OCCURS
TYPICAL BM TO BM & BM TO COL. LEGEND
12 S-1.10
13 S-1.10
1 S-1.12
6 S-1.10
6 S-1.10
6 S-1.10
FLOOR FRAMING NOTES:

1. FOR GENERAL NOTES, SEE S-00# SERIES.

2. FOR TYPICAL DETAILS, SEE S-1## SERIES, SEE REFERENCES BELOW.

3. NOT USED.

4. DECK PER DECK SCHEDULE ON THIS SHEET.

SEE FOR ADDITIONAL INFORMATION.

5. SEE PLAN FOR T.O.S. NOTE, COORDINATE T.O.S. NOTED WITH ARCHITECTURAL DRAWINGS

6. FOR TYPICAL BEAM TO BEAM CONNECTIONS, SEE DETAIL LEGEND.

7. CANTILEVER BEAM MOMENT

CONNECTION SEE DETAIL

8. COLUMNS : SEE FLOORS BELOW FOR SIZES NOT NOTED HERE IN.

9. BEAM SPLICE. SEE DETAIL &

10. INDICATES BOLT CONNECTION AT SLRS SEE DETAIL
BEAMS WITH THIS SYMBOL ARE PART OF THE SLRS.

INDICATES (2) ROWS OF A490SC,
NDICATES (1) ROW OF A490SC,

11. ALL STEEL BEAMS SHALL HAVE WELDED STUDS. SEE DETAIL

12. AT ALL SLRS BEAMS PROVIDE BRACING @ 8' - 0" O.C. MAX PER DETAIL

13. DENOTES FLOOR/ROOF PENETRATION.

FOR TRIM REINF SEE DETAIL

SEE ARCHT'L / MEP DRAWINGS FOR ACTUAL

LOCATION AND ADDITION INFO AND ADDITIONAL

PENETRATIONS NOT SHOWN IN THESE DRAWINGS

14. INDICATES DEPRESSED SLAB. SEE DETAIL

REFER TO ARCHT'L DRAWINGS FOR
ADDITIONAL INFORMATION.

15. NEXT TO BEAM SIZE INDICATES LOWERED BEAM AROUND DEPRESSED AREA SEE FOR BEAM WITH WT SECTION.

NOTE: DOUBLE LINE DENOTES EXTENT OF WT.

16. DENOTES SLOPING METAL DECK (SLOPE PER ARCHT'L)
W/ 2" LWC TOPPING SLAB W/ 6X6XD1.4XD1.4 WELDED WIRE MESH OVER WATERPROOFING OVER SCREEDING LAYER.

FOR TYP SECTION SEE ARCHT'L DETAIL x / A- x

17. ALL LEDGERS (C12x) ARE PART OF THE SLRS.

TYPE GAGE
I
(IN4/FT)
S (TOP +)
(IN3/FT)

S (BOT -)
(IN3/FT)
TOTAL

DEPTH(IN)

CONC FILL
TYPE
REINF. WELDED
STUDS
DECK
MARK

DECK SCHEDULE

SIDE-SEAM

ATTACHMENT

PATTERN
D1 18 5" LWC
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C
36/4
VERCO W2
IAPMO 2018
HSB 36
IAPMO 2018
D2 18 1 1/2" BARE - -

TOP SEAM WELD
@ 6" O/C
36/4
*

0.564 0.471 0.481

0.306 0.314 0.331
2 S-1.8 /
1 S-1.12 /
15 S-1.10 /
12 S-1.10 /
8 S-1.11 /
4 S-1.12 /
8 S-1.8 /
9 S-1.1 /
7 S-1.11 /
D3 18 1.5" BARE DECK
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C
36/4
VERCO HSB-36
IAPMO 2018

0.302 0.314 0.401
D4 18 5" LWC
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C

24.5/8
VERCO 2.0D
IAPMO 2018

0.792 0.587 0.576
11 S-1.11 /
S-3.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
1 2ND FLOOR FRAMING PLAN

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:16AM

SECOND FLOOR FRAMING PLAN
S-3.1
NORTH
102

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
4 ADDENDUM #2 08/25/2023
SB1
SB1
SB1

SLOPE DOWN

SLOPE DOWN
7 7
A
A
VARIES
VARIES
1 1

6.9 6.9

1.3 1.3
2 2
C
C
D
D
F
F
H
H

6.8 6.8
4 4
E.6
E.6
28' - 6" (T.O.M.)
29' - 3"
25' - 1 1/4"
31' - 8 5/8"
24' - 5 3/4"
28' - 6" (T.O.M.)
B
B
G
G
G.8
G.8
D2
B.2
B.2
B.9
B.9
16GA VERCO 3.5D

DOVETAIL MTL DECK
16GA VERCO 3.5D

DOVETAIL MTL DECK
GLB-1
GLB-1
GLB-1
GLB-1
GLB-1
GLB-2
GLB-2
GLB-2

4.5 4.5
5 5
W16X40 W16X40
W12X35
W12X19
W12X19
W12X19
W12X19
W12X19 W12X19 W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
GLB-1
GLB-1
W16X40 W16X36
W16X40 W16X40
HSS4X4X1/4

CRIPPLE POST
HSS4X4X1/4

CRIPPLE POST
W8X21
HDR
6 3/4" X 21" GLBTYP @
6 3/4" X 16 1/2" GLBTYP @
X.1
Y.1
E
E
S-6.1
1 S-6.2
15 S-6.2
16 S-6.2
17 S-6.1
7 C12X20.7
C12X20.7
C12X20.7
W12X19
W12X19 W12X19
W12X19
W8X31
W8X31
W8X31
W12X19 W8X31
W8X31 W8X31
W8X31W8X31
W8X31
W8X31
W8X31
W8X31
W8X31
C12X20.7
C12X20.7
W8X31 W8X31
W8X31
W8X31
W8X31
W8X31 W8X31 W8X31
W8X31
W8X31 W8X31
W8X31 W8X31
W8X31
W8X31
W8X31
1 S-5.2
TYP
1 S-5.1
4 S-5.2
C12X20.7
C12X20.7
C12X20.7
C12X20.7
1 S-5.1
W12X19 W12X19 W12X19 W12X19
1 S-5.1
W8X31 W8X31
W8X31 W8X31 W8X31
W8X31
W8X31
W8X31
W8X31
W8X31W8X31
W8X31
1 S-5.1
1 S-5.1
9 S-5.1
1 S-5.1
RIDGE
W12X19 W12X19 4.2 4.2
SOLAR ZONE 1
SOLAR ZONE 2
W8X21

HOIST BM

GUIDE RAIL

SUPPORT
SEE
DET
12 S-5.2
S/HDU9
11 S-1.9
S/HDU9
11 S-1.9
S/HDU4 S/HDU4
S/HDU4
S/HDU4
S/HDU4
S/HDU4
EQ EQ
EQ EQ
10' - 11 7/8" 10' - 8 7/8"
7' - 0" 7' - 0"
5' - 2" 5' - 0"
8' - 7" 8' - 7"
5' - 11" 5' - 11" 5' - 11"
5' - 8" 7' - 10" 8' - 0"
7' - 4 1/8"
9' - 4" EQ EQ EQ EQ EQ 9' - 4"
W12X19
5 S-5.2 TYP 5S-5.2
5 S-5.2
A A
6 S-5.3
3 S-5.2
W12X19
8 S-5.1
1 S-5.2
HSS4X4X1/4

CRIPPLE POST
6 S-5.3
TYP
HSS4X4X1/4

CRIPPLE POST
HSS4X4X1/4

CRIPPLE POST
SLRS

SLRS BEAM

PER PLAN
SLRS

WF BEAM

WHERE OCCURS
WF BM

WF BEAM
TYP
WF BM

WF BEAM
TYP

WF BEAM

WHERE OCCURS

HSS COL
WF BM

HSS COL

SLRS SLRS

SLAB BEAM

PER PLAN
TYP

WF BEAM

WHERE OCCURS
TYPICAL BM TO BM & BM TO COL. LEGEND
12 S-1.10
13 S-1.10
1 S-1.12
6 S-1.10
6 S-1.10
6 S-1.10
ROOF FRAMING NOTES:

1. FOR GENERAL NOTES, SEE S-00# SERIES.

2. FOR TYPICAL DETAILS, SEE S-1## SERIES, SEE REFERENCES BELOW.

3. NOT USED.

4. DECK PER DECK SCHEDULE ON THIS SHEET.

SEE FOR ADDITIONAL INFORMATION.

5. SEE PLAN FOR T.O.S. NOTE, COORDINATE T.O.S. NOTED WITH ARCHITECTURAL DRAWINGS

6. FOR TYPICAL BEAM TO BEAM CONNECTIONS, SEE DETAIL LEGEND.

7. CANTILEVER BEAM MOMENT

CONNECTION SEE DETAIL

8. COLUMNS : SEE FLOORS BELOW FOR SIZES NOT NOTED HERE IN.

9. BEAM SPLICE. SEE DETAIL &

10. INDICATES BOLT CONNECTION AT SLRS SEE DETAIL
BEAMS WITH THIS SYMBOL ARE PART OF THE SLRS.

INDICATES (2) ROWS OF A490SC,
NDICATES (1) ROW OF A490SC,

11. ALL STEEL BEAMS SHALL HAVE WELDED STUDS. SEE DETAIL

12. AT ALL SLRS BEAMS PROVIDE BRACING @ 8' - 0" O.C. MAX PER DETAIL

13. DENOTES FLOOR/ROOF PENETRATION.

FOR TRIM REINF SEE DETAIL

SEE ARCHT'L / MEP DRAWINGS FOR ACTUAL

LOCATION AND ADDITION INFO AND ADDITIONAL

PENETRATIONS NOT SHOWN IN THESE DRAWINGS

14. DENOTES MECH'L UNIT (WITH MAX OPERATING WEIGHT)
@ AC OR HPU SEE DET.
@ EF OR GV SEE DET.
@ CU SEE DET.

15. ALL LEDGERS (C12x) ARE PART OF THE SLRS.

16. SOLAR ZONE NOTE: THE SOLAR PANEL SYSTEM HEIGHT SHALL BE LIMITED TO A HEIGHT OF 24" MAX ABOVE THE ROOFING. THE ASSUMED MAX WEIGHT FOR FUTURE SOLAR = 3 POUNDS PER SQ FOOT.

THE METAL DECK SHALL NOT PROVIDE VERTICAL SUPPORT FOR THE SOLAR STRUCTURE.

FOR ATTACHMENT SEE DET
2 S-1.8 /
1 S-1.12 /
8 S-1.11 /
4 S-1.12 /
8 S-1.8 /
4 S-1.13 /
1 S-1.13 /
3 S-1.13 /

TYPE GAGE
I
(IN4/FT)
S (TOP +)
(IN3/FT)

S (BOT -)
(IN3/FT)
TOTAL

DEPTH(IN)

CONC FILL
TYPE
REINF. WELDED
STUDS
DECK
MARK

DECK SCHEDULE

SIDE-SEAM

ATTACHMENT

PATTERN
D1 18 5" LWC
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C
36/4
VERCO W2
IAPMO 2018
HSB 36
IAPMO 2018
D2 18 1 1/2" BARE - -

TOP SEAM WELD
@ 6" O/C
36/4

0.564 0.471 0.481

0.306 0.314 0.331
D3 18 1.5" BARE DECK
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C
36/4
VERCO HSB-36
IAPMO 2018

0.302 0.314 0.401
D4 18 5" LWC
#3 @ 12" O/C
E.W.
3/4 DIA. X 4 1/2" FN HT
@ 12" O/C

TOP SEAM WELD
@ 24" O/C

24.5/8
VERCO 2.0D
IAPMO 2018

0.792 0.587 0.576
15 S-1.10 /
12 S-1.10 /
11 S-1.11 / 7 S-1.13 /
S-3.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
1 ROOF FRAMING PLAN

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:19AM

ROOF FRAMING PLAN
S-3.2
NORTH
103

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
7 7
A
A
1 1

6.9 6.9

1.3 1.3
2 2
C
C
D
D
F
F
H
H

6.8 6.8
4 4
E.6
E.6
B
B
G
G
G.8
G.8
B.2
B.2
B.9
B.9

4.5 4.5
5 5
X.1
Y.1
E
E
S-6.1
1 4.2 4.2 SLOPE DOWN SLOPE DOWN
VARIES
VARIES
16GA VERCO 3.5D

DOVETAIL MTL DECK
16GA VERCO 3.5D

DOVETAIL MTL DECK
GLB-1
GLB-1
GLB-1
GLB-1
GLB-1
GLB-2
GLB-2
GLB-2
W16X40 W16X40
W12X35
W12X19
W12X19
W12X19
W12X19
W12X19 W12X19 W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
GLB-1
GLB-1
W16X40 W16X36
W16X40 W16X40
HSS4X4X1/4

CRIPPLE POST
HSS4X4X1/4

CRIPPLE POST
W8X21
HDR
6 3/4" X 21" GLBTYP @
6 3/4" X 16 1/2" GLBTYP @
C12X20.7
C12X20.7
C12X20.7
W12X19
W12X19 W12X19
W12X19
W8X31
W8X31
W8X31
W12X19 W8X31
W8X31 W8X31
W8X31W8X31
W8X31
W8X31
W8X31
W8X31
W8X31
C12X20.7
C12X20.7
W8X31 W8X31
W8X31
W8X31
W8X31
W8X31 W8X31 W8X31
W8X31
W8X31 W8X31
W8X31 W8X31
W8X31
W8X31
W8X31
TYP
C12X20.7
C12X20.7
C12X20.7
C12X20.7
W12X19 W12X19 W12X19 W12X19
W8X31 W8X31
W8X31 W8X31 W8X31
W8X31
W8X31
W8X31
W8X31
W8X31W8X31
W8X31
RIDGE
W12X19 W12X19
SOLAR ZONE 1
SOLAR ZONE 2
W8X21

HOIST BM

FOR SUPPORT
SEE
DET
2 S-3.2A

SOLAR PANEL PER MFR
(3 PSF TOTAL ASSEMBLY WT MAX)

CONT WHERE OCCURS

SOLAR PANEL FRAME PER MFR
(SEE 2/PV-0.05)

BRACKET PER MFR
3/8"ø S.S. LAG BOLT (3" LONG)

INTO PTDF SLEEPER
4X4 PTDF SLEEPER
OVER (3)-HIGH FLUTES
W/ (2)-1/2"ø THRU BOLT PER SLEEPER
3"x12 GA PL
W/ (2)-#10 SMS TO (2) LOW FLUTES
6GA VERCO 3.5D

DOVETAIL MTL DECK
24" MAX

1. CODES:

ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA
BUILDING CODE (CBC) 2022 EDITION, INCLUDING ALL AMENDMENTS.

ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED

BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.

2. DESIGN LIVE LOAD

3. WIND DESIGN INFORMATION

4. SEISMIC DESIGN INFORMATION

5. RAIN INTENSITY
(PER NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES) PRIMARY DRAINAGE: 60 MIN DURATION/100YR RETURN PERIOD: 1.67 IN /HOUR SECONDARY DRAINAGE: 15 MIN DURATION/100YR RETURN PERIOD: 3.45 IN /HOUR STRUCTURAL DESIGN CRITERIA:

RISK CATEGORY = III Kz = 0.98 Kd =0.85 Kzt = 1.0
BASIC WIND SPEED Vfm = 101 MPH (3 SEC GUST) EXPOSURE = C INTERNAL PRESSURE COEFF. = +/- 0.18
I = 1.25 RISK CATEGORY = III SITE CLASS = D
SS = 1.795 S1 = 0.636 SDS = 1.196 SD1 = 1.196
SEISMIC DESIGN CATEGORY = D
LOAD
ROOF 20 PSF
SOLAR ROOF FRAMING NOTES:

1. FOR GENERAL NOTES, SEE S-00# SERIES OF BLDG PLANS UNO BELOW.

2. FOR ROOF FRAMING INFO SEE BLDG PLANS SHEET S-3.2
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE
PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL
RIGHTS RESERVED, © COPYRIGHT 2018.
6 HUTTON CENTRE DR, SUITE 1150
SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM

C I T Y O F G A R D E N A

D EP AR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:PLOT TIME:
5-2606
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:21AM

SOLAR ROOF FRAMING PLAN
S-3.2A
S-3.2A SCALE: 3/16" = 1'-0"
REF DET:1 / S-6.1
1 SOALR ROOF FRAMING PLAN
S-3.2A
SCALE:N.T.S.
2 SOLAR FRAME SUPPORT
NORTH
SOLAR
103A 195

T&B REINF

W/STD HOOKS

PER PLAN

LENGTH PER PLAN

WIDTH PER PLAN
3" CLR
TYP
12"
MIN

PAVEMENT/LANDSCAP

E PER CIVIL/ARCHT'L
DRW'GS
2"
CLR
12" MIN

COL PER PLAN
(GALV/PAINT PER

ARCHT'L DRAWINGS)
C/L COL=

C/L FTG

GALV ALL
STEEL

JOINT AROUND COL

AS NEEDED PER

ARCHT'L DRAWINGS

FOR BASE PL
SEE
DET
COL PER PLAN C/L COL=

C/L FTG

FOR BASE PL
SEE
DET
0"
TYP

SLAB ON GRADE

PER PLAN
T.O.

SLAB

DOWELS TO
MATCH

SLAB REINF

COL BLOCKOUT
PER
DET
0"
TYP

FOOTING

PER PLAN

BALANCE OF
INFO.

PER.
+/- 12"

MIN UNO
12 db
12 db

SLAB ON GRADE

PER PLAN
T.O.

SLAB

PAVEMENT/LANDSCAPE

PER CIVIL/ARCHT'L DRW'GS

FOOTING

PER PLAN

BALANCE

OF INFO
SEE
DET
1 S-4.1

WINDOW SYSTEM

PER MFR (WHERE OCCURS)
ANCHORAGE PER MFR.
(USE 5/8" A.B. W/ 7" EMBED
@ 32" O.C. U.N.O.)
(2)-#3 CONT
1 SLAB ON GRADE

PER PLAN

FINISH PER ARCHT'L
1 3"
CLR
#4 TO MATCH

SLAB BARS

METAL STUD
WALL
PER
DET
#4 STD HOOK DOWELS
@ 12" O.C. EA SIDE
1' - 0"
12" MIN

MATCH CURB WIDTH
#4 @ 12" O.C.

WATERPROOFING

PER ARCH

SLAB ON GRADE

PER PLAN
#4 DOWEL TO MATCH

SLAB REINF USE FORM SAVER
PER IAPMO ER0129
@ CONTRACTORS OPTION
3' - 0"
1' - 0"

PER PLAN
3" CLR
1 1/2"
CLR
PER PLAN 6' - 1" MAX

DRAINAGE

PER ARCH
3" CLR

CONTRACTOR TO VERIFY VALUES PRIOR TO CONSTRUCTOR
- CAR Wt= 3500lbs (ASSUMED)
- CAR CAPACITY= 3500lbs (ASSUMED PER PRELIM SHOP DWGS)
- BUFFER FORCE= 17500lbs
8" CONC WALL W/
#5 @ 12" O.C. EA WAY
FACE OF HSS = EDGE OF BASE
PL = FACE OF CONC PIT WALL

BASE PL
4" WIDE

BASE PL
1 1/2"
1/4
3 SIDES

SECTION A-A

FACE OF CONC

PIT WALL
2 1/2"

HSS PER PLAN

ELEVATOR GUIDE RAIL & SUPPORT BRACKET BY
ELEVATOR MFR (MAX RAIL LOAD = 2,500 LBS)
10" WALL W/
#5 @ 12" O.C. EA WAY E.F.

A A
3/4" THK BASE PL W/ 1/2"ø HILTI KB-TZ2 W/
3 5/8" NOM. EMBED PER ICC ESR 4266
(TORQUE TEST= 50 LB*FT)
HSS12x4x5/8 GUIDE-RAIL SUPPORT
(TEMPORARILY PROVIDE LATERAL BRACE UNTIL

COLUMN HAS BEEN ATTACHED TO THE
2ND FLOOR AND ROOF)
3" EDGE DIST
2 1/2"
GAGE

ELEVATOR SILL AND

CONNECTION

PER ELEVATOR MFR

DEFFERED SUBMITTAL
T.O. SLAB

SECTION A-A
1 1

SLAB ON GRADE A-A
(2)-#5

THICKENED SLAB
#4
@16" O.C.

HSS STRINGER

PER PLAN
12db 12db
3/16
3 SIDES
18"
18"
L3X3X1/4X8" LONG
(2)-5/8"ø A307 A.B. (9" EMBED)
W/ 2X2X1/4 PL WASHER
ANGLE

ANCHOR BOLTS
IN 3" LONG OVER-SIZED

SLOTTED HOLES
HSS

PER PLAN
1"
3"
2"
3"
1"
WIDTH

PER PLAN
0" TYP

DOWELS TO MATCH

SLAB REINF

SLAB ON GRADE

PER PLAN

STD HOOK DOWELS TO MATCH

SLAB REINF, TYP
12 db
12 db
T.O.

SLAB

TRANSV REINF

PER SCHEDULE

LONG REINF T&B

PER PLAN

PAVEMENT/ LANDSCAPE

PER CIVIL/ARCHT'L
DWGS

LAP SPLICE
CL WALL = CL FTG
+/-12" MIN
U.N.O.

FTG DEPTH

PER PLAN
2" CLR
#5 VERT BARS
@ 8" O.C.
#4 HORIZ BARS
@ 16" O.C.

DOWEL TO MATCH VERT REINF

CMU WALL

SEE PLAN
72 Db MIN
0"
TYP
3" CLR
TYP
3" CLR
TYP
4" MIN

ROUGHEN SURFACE

OF CONCRETE
Ldh

PLUMBING PIPE

WHERE OCCURS
0"
TYP

SLAB ON GRADE

PER PLAN TYP
T.O.

SLAB

DOWELS TO MATCH

SLAB REINF
TYP
12 db
12 db +/- 12" MIN
U.N.O.

LAP SPLICE DOWELS THRU COLUMN

TO MATCH SLAB REINF
(2 MIN EA FACE) TYP

FTG PER PLAN
CL WALL = CL FTG
#5 VERT BARS
@ 8" O.C.
#4 HORIZ BARS
@ 16" O.C.

DOWEL TO MATCH VERT REINF

CMU WALL

SEE PLAN
72 Db MIN
0"
TYP

FTG DEPTH

PER PLAN

TRANSV REINF

PER SCHEDULE

LONG REINF T&B
PER PLAN 3" CLR
TYP
3" CLR
TYP

FTG WIDTH

PER PLAN
#4 @ 16" O.C.

FTG WIDTH
7' - 6"

BALANCE OF
INFO
SEE
DET &
1 S-4.1
2 S-4.124"

FTG DEPTH
T.O.

SLAB

PAVEMENT/ LANDSCAPE

PER CIVIL/ARCHT'L
DWGS
S.O.G.

PER PLAN

DOWEL TO

MATCH SLAB
REINF.

CMU WALL

CMU WALL PER PLAN

PER PLAN
S.O.G.

PER PLAN

STD HOOK

DOWEL TO

MATCH SLAB
REINF.
(8) #5 CONT T&B
#4 @ 12" O.C.
(5)-#5 VERT
#4 SPIRAL
@ 2 1/2" PITCH
1/4" THK

SQUARE PLATE
FINISH

PER PLAN

COL PER PLAN
12"
MAX
Ø PER
PLAN 3" CLR
1/2" TYP
DEPTH

PER PLAN
3" CLR
12" MIN
18" MAX
SPIRAL
TOP 12" SHALL HAVE SPIRAL
W/ 2 1/2" PITCH
(3)-TURNS
@ EA END
A A
3/16

SECTION A-A

TOP SHOWN FOR CONC

SEE ARCHITECTURAL DRAWINGS

FOR OTHER CONDITIONS
8" CMU WALL

GROUT ALL CELLS
#5 VERT BARS
@ 16" O.C.
#5 HORIZ BARS
@ 16" O.C.

SLAB ON
GRADE

LAP SPLICE
72d TYP
3" CLR
TYP
2"
CLR
8' - 0" MAX +/- 12"

FTG DEPTH

PER PLAN
0"

FTG WIDTH
#4 BARS T&B PER PLAN
@ 16" O.C.
(5)-#5 T&B

EQUALLY SPACED

STD HOOK
DOWELS

TO MATCH

VERT BARS
S-4.1 SCALE:N.T.S.
6 HSS COL AT EXTERIOR PAVEMENT
S-4.1 SCALE:N.T.S.

REF DET:1 / S-2.1
5 HSS COL AT BLDG INTERIOR
S-4.1
SCALE:N.T.S.

REF DET:1 / S-2.1
3 SLAB EDGE AT BLDG PERIMETER
S-4.1
SCALE:N.T.S.
7 DOUBLE WALL AT CURB (MTL STUD)

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:23AM

FOUNDATION DETAILS
S-4.1
S-4.1 SCALE:N.T.S.

REF DET:1 / S-2.1
9 ELEVATOR PIT DETAIL
S-4.1
SCALE: 3/4" = 1'-0"
REF DET:1 / S-2.1
10 STRINGER TO SLAB
S-4.1 SCALE:N.T.S.

REF DET:12 / S-1.2
2 WALL FOOTING @ CMU WALL (BLDG EXTERIOR)
S-4.1 SCALE:N.T.S.

REF DET:1 / S-2.1
1 INTERIOR CMU WALL FOOTING DETAIL
S-4.1
SCALE:N.T.S.

REF DET:1 / S-2.1
4 TWO CMU WALLS ON ONE FTG
S-4.1
SCALE: 3/4" = 1'-0"
REF DET:1 / S-2.1
12 POLE FOOTING
S-4.1
SCALE:N.T.S.

REF DET:1 / S-2.1
8 TYP FREESTANDING WALLS
104

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

CMU WALL

PER PLAN / ELEV

SEE PLAN FOR DECK

ORIENTATION
2" MIN

BEARING TYP
#4 CONT
@ HOOK DOWEL
1"
CLR
#4 DOWELS @ 8" O.C.,
TYP
36"
12"

CONC FILLED MTL DECK
& REINF PER PLAN

FOR STEEL BM CONNECTION

TO LEDGER
SEE
DET
13 S-1.10
SIM

FOR LEDGER

ELEVATION
SEE
DET
3 S-5.1
(2)-#4 CONT @ A.B.
(WHERE NO HORIZ BAR IS
PLACED @ CELL AROUND A.B)

WHERE OCCURS

FOR STEEL BM CONNECTION

TO LEDGER
SEE
DET

CMU WALL

PER PLAN/ELEV

BARE MTL DECK PER PLAN

SEE PLAN FOR DECK

ORIENTATION

WHERE OCCURS
(2)-#4 CONT @ A.B.
(WHERE NO HORIZ BAR
IS PLACED @ CELL
AROUND A.B)
(2) #5 UNO

CHORD BARS WITHIN
12" OF Cx LEDGER
13 S-1.10
2" MIN

BEARING TYP
SIM

FOR LEDGER

ELEVATION
SEE
DET
3 S-5.1
ELEVATION TYPICAL @ CMU
(2)-3/4"ø A.B.

TYP(8" MIN EMBED)

SPLICE PLATE
3/4"X7"X12"
(8)-3/4"ø A.B.
@ STL BEAM, TYP
(8" MIN EMBED)

EDGE OF

CMU WALL
(NOT ALLOWED WITHIN 24" OF BM)

CHANNEL SPLICING
(2)-3/4"ø A.B. 24" O.C.

WHEN NO BEAM PRESENT,TYP
(8" MIN EMBED)

CL BEAM
A-A

END OF CHANNEL
1/2" GAP
MAX
1/4
TYP
10" MAX
TYP
EQ EQ

CL BEAM
2" 8" 2"
8" 4" 4" 8"
(2)-3/4"ø A.B.
@ 24" O.C.
(2)-3/4"ø A.B.
@ 24" O.C. 8" 4" 4" 8"
CL BM
4"
MIN
4" 4" 8" 2"

FOR ADDT'L INFO
SEE
DET
1 S-5.1
NOTE: WHERE ANCHOR BOLTS ARE CONGESTED, AS ALT,

USE EQUIVALENT THRU BOLT WHEN CHANNELS WITH
THE SAME T.O.S. OCCUR ON EA. FACE.

DO NOT PLACE THRU BOLT IN SLOPED ANGLE.

PROVIDE EPOXY WHERE OVERSIZED HOLE IS PROVIDED

ADDTIONAL REINF

PER ELEVATION
1" DRY PACK
3/4" THK X BEAM WIDTH+2"
X 7" WIDE PLATE
W/ 5/8"ø X 12" LONG STUDS
@ 8" O.C.
(TOTAL 2 STUDS)

WF BEAM PER PLAN

LEDGER NOT SHOWN

FOR CLARITY

HORIZ / CHORD
REINF PER PLAN / ELEV.

DRILL HOLE 1/4" MAX

LARGER THAN INCOMING REBAR

POCKET SHALL BE SOLID

GROUTED AFTER INSTALL

PROVIDE TYPE II

REBAR COUPLER
1" MAX

NON-SHRINK

HIGH STRENGTH
GROUT
A A
#8 #3 HAIR PINS

SECTION A-A
1/2" STEEL PL (6"x6")

CHANNEL BEYOND

WHERE OCCURS
3/4" PL
W/ (2)-3/4"DIA X 12"

WELDED STUDS
B
B

CONT JAMB WHEN

INTERRUPTED BY

BM POCKET

WF BEAM

PER PLAN

POCKET SHALL BE FULLY

GROUTED AFTER INSTALL

SECTION B-B
(2)-#6 BARS
(60" INTO CMU) 1/4
NS
FS
(3) HAIR PINS
@ A.B. @ 3" O.C.

HAIR PIN @
EVERY 8" O.C.
7"
4" 8" 2"
4' - 0" MIN
8"
CMU
CJP
TYP
2" 8" 2"
7"
1/4
1/4
3 SIDES

FACE OF CMU
1/2"
MAX

CMU WALL

PER PLAN / ELEV

PLAN VIEW
GRID
W18X PER PLAN
6" WIDE X 3/4" THK

DRAG PL
C12X LEDGER

PER PLAN, TYP
W12X PER PLAN
3/8 12" MIN
3/8 12" MIN
3-12
1/4 3-12 AND @
EACH

BENT PL

EMBED PLATE

W/ WELDED STUDS
PER
DET

CMU WALL

PER PLAN / ELEV
2"
3"
3"
3/8" THK BENT PL
W/ (4) 3/4" DIA M.B.
1/4
NS
FS

ROOFING

PER ARCHT'L
GLB

PER PLAN
16GA DOVETAIL DECK

PER PLAN
1" 1"

ROOFING

PER ARCHT'L
16GA DOVETAIL DECK

PER PLAN
M.B.

SECTION A-A
A-A
1" 1"
4 S-5.1
(2) #10 PAN HEAD

WOOD SCREWS
(4" LONG) IN EA LOW FLUTE

CMU WALL

PER PLAN / ELEV
3"MIN
CJP
3/8 21"MIN
TYP
W12x

PER PLAN
WALL @ W8x

WHERE OCCURS
W8x

PER PLAN
#3 @ CONT BAR
#4 NELSON D2L

WELDED REBAR
A572 PL ON EA SIDE OF WEB PL
TO MATCH W8x FLANGE THICKNESS
& HALF OF W8x FLANGE WIDTH
1/4

TYP PL TO
FLANGE

PROVIDE
WELDED STUD @ PL
DECK

PER PLAN
3/8" CONT BENT PL
2"
2"

FOR EMBED PL AND BEAM POCKET
SEE
DET
4 S-5.1

VERT REINF

PER PLAN
1/4
N.S.

F.S.

TYP
CJP

LAP SPLICE
72 db

LAP SPLICE

DOWELS TO MATCH

MTL DECK REINF
A706 REBAR TO MATCH

WALL VERT REINF

WF BEAM

PER PLAN
1/4
N.S.

F.S.

TYP
PROVIDE 3/8" THK STIFF PL
@ EA WELDED REBAR
(24"O.C. MAX)

DECK SHOWN DASH

FOR CLARITY

DECK WELD

PER PLAN TYP
L3X3X3/8 CONT TYP

STAGGERD REINF
(WHERE OCCURS)

CMU WALL

PER PLAN / ELEV

MTL DECK

PER PLAN

PRECAST STAIR

LANDING

WHERE OCCURS

LEDGER PER PLAN
SEE
DET
2 S-5.1
LEDGER @

STIAR LANDING

WHERE OCCURS

CMU WALL

PER PLAN / ELEV
(2)#5 CONT
#4 STD HOOK DOWEL
@8"O.C.
#4 CONT
A

CMU WALL

PER PLAN
1/2" STEEL PL X 7
1/2" WIDE(CONT.)
W/ 5/8"∅ X 12"
STUDS @ 16" O/C.

CHORD REINF

SEE ELEVATION
FOR MORE INFO.

PROVIDE 3"∅
HOLE @ EA.

CMU CELL FOR GROUT

METAL DECK

PER PLAN

DECK ATTACHMENT

PER DECK SCHEDULE
A A

DECK WELD
PER DECK SCHED.
(ALIGN W/ 3"∅ HOLE
@ CMU TOP PL. TO
AVOID WELD @ HOLE)
3"∅ HOLE @
CMU TOP PL.

PLAN VIEW

DECK LOW FLUTE
2" MIN

FOR STEEL BM CONNECTION

TO LEDGER
SEE
DET
13 S-1.10
SIM

FOR LEDGER

ELEVATION
SEE
DET
3 S-5.1

MTL DECK PER PLAN
(2)#10 SMS TO

EA LOW FLUTE
E.S.

TYP

MTL DECK PER PLAN

WF PER PLAN

SUREBOARD

PER PLAN
16GA TOP TRACK
W/ #10 SMS TO

EA SIDE OF EA STUD
3/8" PL @ 48"O.C.

L3X3X1/4 CONT
S-1.7
5 DET A
1/4
NS FS
1/4 ANGLE
TO WF
S-5.1 SCALE:N.T.S.

REF DET:1 / S-3.1
2 FLOOR BEAM TO CMU CONNECTION
S-5.1 SCALE:N.T.S.

REF DET:3 / S-2.2
1 ROOF BEAM TO CMU CONNECTION
S-5.1
SCALE:N.T.S.

REF DET:1 / S-5.1
3 C12X LEDGER ELEVATION & DETAIL

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:27AM

FRAMING DETAILS
S-5.1
S-5.1
SCALE:N.T.S.

REF DET:9 / S-5.1
4 BEAM POCKET @ WF BEAM
S-5.1 SCALE: 3/4" = 1'-0"
REF DET:1 / S-3.1
5 DRAG EMBED INTO CMU
S-5.1 SCALE:N.T.S.
6 DRAG PLATE THRU CMU WALL
S-5.1 SCALE:N.T.S.

REF DET:1 / S-3.2
9 GLB @ CMU WALL
S-5.1 SCALE:N.T.S.

REF DET:1 / S-3.1
10 REDUCED BEAM DEPTH @ STEP
S-5.1
SCALE:N.T.S.

REF DET:1 / S-3.1
11 CMU WALL @ WF BEAM
S-5.1
SCALE:N.T.S.

REF DET:1 / S-3.1
12 WALL TO FLOOR DOWEL @ ENTRY/OPENING
S-5.1
SCALE: 3/4" = 1'-0"
REF DET:1 / S-3.1
7 CMU WALL BELOW METAL DECK
S-5.1
SCALE:N.T.S.

REF DET:1 / S-3.2
8 SUREBOARD @ ROOF
105

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

DOVE TAIL DECK

PER PLAN

METAL DECK

PER PLAN
6 3/4" WIDE GLB

PER PLAN
W12X BEAM

PER PLAN
1/4" THK STRAP PL

CMU WALL

PER PLAN

GLB BEAM

PER PLAN

SIMPSON
ECCO74

DOVE TAIL DECK

PER PLAN
6 3/4" WIDE GLB

PER PLAN

HSS CRIPPLE POST

PER PLAN

METAL DECK

PER PLAN

WF BEAM

PER PLAN

PROVIDE SEAT
CUT @ GLB @

COLUMN CAP
(2)SIMPSON

SDCF SCREWS
(19 5/8" LONG)
3/16

HSS STRINGER PER PLAN
(BEYOND)
L2X2X1/4 X9" LONG
TYP @ EA TREAD

PRECAST CONCRETE
THREADS.

SEE
DET
3/16 2"

TYP AT EA

END & AT
MIDDLE
3/16 2"
TYP
EA END

OF ANGLE
SEE

ARCHT'L

SEE ARCHT'L
L3X2X3/8 (LLH) CONT ANGLE TYP
W/ 1/2"ø X3" FINISH HT WELDED STUD
@ 12" O.C. @ LANDING
1/8 2-6
TYP @

LANDING
ANGLE
HSS @ LANDING W/
1/2"ø X3" FINISH HT WELDED STUD
@ 12" O.C.
4" THK MIN FORMED CONC LANDING
W/ #4 @ 12" O.C. E.W.
1 1/2" CLR
3/16
TYP L2X2

TO EMBED
1 S-5.3
2 S-5.3
3 S-5.3
4 S-5.3

HSS PER PLAN

FOR LANDING SLAB INFO
SEE
DET
NOTE:

SEE ARCH FOR THREAD

AND RISER DIMENSION

HSS STRINGER DOWN

PER PLAN
@STRINGER UP
SEE 11
S-5.2
9 S-5.2
S-5.2
9 CONT ANGLE
@ LANDING
PER
DET
9 S-5.2 PRECAST CONC

THREADS,

FOR INFO
SEE
DET

HSS PER PLAN
NOTE:

FOR ADDITIONAL
INFO

SEE DETAIL

HSS STRINGER UP

PER PLAN

CONT ANGLE
@ LANDING
PER
DET

PRECAST CONC

THREADS

FOR INFO
SEE
DET
10 S-5.2
S-5.2
9 S-1.11
11 9
S-5.2

FORMED CONC LANDING
W18X50
@
W18X35
@
1/4 4-12

HANGER RODS

PER MFR
@ 5A
5A
5A

GLB PER PLAN
C/L OF GLB =

C/L OF WF BEAMS
(2) #10 PAN HEAD

WOOD SCREWS
(4" LONG)

IN EA LOW FLUTE

DOVETAIL DECK

PER PLAN

METAL DECK PER PLAN

EDGE OF DECK PER DETAIL
TYP

STUD WALL SHOWN DASHED

FOR CLARITY
L6X6X1/4 EA SIDE OF COL
W/ 2" LONG VERT

SLOTTED HOLE
1/4" STIFF PL
@ EA ANGLE
BM DEPTH / 3
MIN

WF BM PER PLAN
5/8"⌀ THRU BOLT CNTR

ON SLOTTED HOLE
3/16
3/16
F.S.

HSS PER PLAN
MIN
1" CLR
1/4" CAP PLATE
(T.O.COL = T.O.WF)

HSS PER PLAN
WF BM PER PLAN BM DEPTH / 3 MIN

METAL DECK PER PLAN
@FLOOR
@ROOF
(SEE @ FLOOR FOR INFO NOT SHOWN)
9 S-1.12

HOIST BM PER PLAN
(WHERE OCCURS)
SEE
DET

FOR CONNECTION OF

WF BEAM TO HSS
8 S-1.10

FOR BASE

CONNECTION
SEE
DET
9"
6 S-5.2

CMU WALL

PER PLAN

CONC MTL DECK FLOOR

PER PLAN

CHANNEL

PER PLAN

GLB POST

PER PLAN
SHAPED

WHERE OCCURS
4" 1"
6"
ANGEL

PER ARCH
T.O.SLAB

GLB POST

PER PLAN

GLB POST

PER PLAN
"x "x " THK

STEEL PL
"x "x " THK

STEEL PL
11"
6 3/4"
1/4"
1/4"
2 5/8"
6 1/4"
4"
1"
2 1/4"

PL ON EA SIDE
W/ (4)-1/2"⌀ THRU BOLT
4" 1"
6"

NOTCH END
OF POST @ PL
EQ
TYP
(4)-1/2"⌀ THRU BOLT
3/8" THK PL
TYP

GLB BEAM

PER PLAN

GLB POST

GLB POST PER PLAN

PER PLAN

GLB BEAM

PER PLAN
" THK STEEL PL
@ NOTCH END

OF GLB POST
A
A

SECTION A-A

CMU WALL

PER PLAN

CONC MTL DECK FLOOR

PER PLAN

STEEL BEAM

PER PLAN
13' - 0"
11' - 0"

CMU WALL

PER PLAN / ELEV

ROOFING

PER ARCHT'L
GLB

PER PLAN

MTL DECK PER PLAN
S-5.1
9 MTL DECK PER PLAN
S-5.1
2 SIM
WF BM

PER PLAN
VARIES
VARIES

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:31AM

FRAMING DETAILS
S-5.2
S-5.2
SCALE:N.T.S.

REF DET:1 / S-3.2
4 DRAG DETAIL
S-5.2 SCALE:N.T.S.

REF DET:1 / S-3.2
1 CRIPPLE POST DETAIL
S-5.2 SCALE:N.T.S.

REF DET:10 / S-5.2
9 TYPICAL STAIR THREAD AND LANDING DETAIL
S-5.2 SCALE:N.T.S.

REF DET:11 / S-5.2
10 STAIR @ INTERMEDIATE LANDING (STRINGER DN)
S-5.2
SCALE:N.T.S.

REF DET:10 / S-5.2
11 STAIR @ INTERMEDIATE LANDING (STRINGER UP)
S-5.2 SCALE:N.T.S.

REF DET:1 / S-3.2
5 OPERABLE PARTITION SUPPORT
S-5.2
SCALE:N.T.S.

REF DET:1 / S-3.1
12 COLUMN LATERAL SUPPORT
S-5.2
SCALE: 3/4" = 1'-0"
7 DETAIL
S-5.2 SCALE: 1 1/2" = 1'-0"
REF DET:7 / S-5.2
6 DETAIL
S-5.2 SCALE: 1 1/2" = 1'-0"
2 DETAIL
S-5.2
SCALE: 3/4" = 1'-0"
8 DETAIL
S-5.2
SCALE:N.T.S.

REF DET:1 / S-3.2
3 CMU WALL @ ROOF
106

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

WELD ANGLE TO STEEL STRINGER

PRE-CAST CONCRETE ONE-PIECE
CLOSED RISER "STAIRTREAD" BY

STEPSTONE (MODERN PROFILE), OR

APPROVED EQUAL

RISE PER ARCHT'L

WELDED WIRE
MESH

RUN PER ARCHT'L

NON-CORROSIVE THREADED INSERTS
W/ 3/8" Ø BOLT W/ FLAT WASHER &

LOCK WASHER

ALL STEEL IS

GALVANIZED, TYP

STEEL STRINGER PER STRUCTURAL
PRE-CAST CONCRETE "STARTER STEP" BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

PRE-CAST CONCRETE
STEPS SEE DET. 4/-
1/8" GAP BETWEEN LANDING PER ARCHT'L

PRE-CAST CONCRETE LANDING PLANKS BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

STEEL FRAMING PER PLAN
EXP. FELT AND SEALANT
3/8"

STEEL BEAM PER PLAN

STEEL STRINGER PER PLAN

PRE-CAST
CONCRETE STEPS;
SEE DET. 4/- PRE-CAST CONCRETE PLANK

LANDING

SEALANT AND

COMPRESSIBLE FILLER

STEEL STRINGER
PRE-CAST CONCRETE "STARTER STEP" BY
CONCRETE STAIR TREAD MANUF., ATTACH TO
STEEL STRINGER W/ STEEL ANGLE PER MANUF.

PRE-CAST CONCRETE
STEPS SEE DET. 4/-

FLOOR FINISH, SEE ARCHT'L

LIGHTWEIGHT CONCRETE O/ METAL DECK,SEE PLAN

STEEL FRAMING PER PLAN
EXP. FELT AND SEALANT
3/8"
L3X3X1/4
@ LANDING

HSS STRINGER

PER PLAN
6"
3/8" THK PL
1"SQ HANDRAIL

POST PER

ARCHT'L

DRAWINGS
CJP

CONC MTL DECK SLAB

PER PLAN
3/8" THK PL
W/ (2)-3/8"⌀

THRU BOLTS
1"SQ HANDRAIL

POST PER

ARCHT'L

DRAWINGS
CJP
4"
6"

CMU WALL

PER PLAN

SECTION A-A

HSS TRELLIS BM

PER PLAN
1/2" THK PL
W/ (2)-1/2"⌀ M.B.

A
A

SEE DET

FOR EMBED
1/2" THK PL

TO MATCH HSS SIZE
+1/4" MAX ON ALL SIDES
W/ (2)-1/2"⌀ M.B.
9 S-1.9
2X TRELLIS MEMBER

HSS TRELLIS
1/8

INSIDE VERT

FACES SIMPSON APLH HANGER

W/ SIMPSON ACCENT FASTENERS

SECTION B-B
A
A
3/16" THK X5" WIDE PL
1/8
16 GA TOP TRACK

SECTION A-A
B
B
6" MIN

TYP TOP TRACK PER PLAN

METAL STUD

PER PLAN GLB

PER PLAN

METAL STUD

PER PLAN MTL DECK PER PLAN
#10 SMS
@6"O.C.
12GA TRACK

CUT ONE FLANGE AS

NEEDED FOR SLOPE
16GA TOP TRACK
W/ #10 SMS TO

EA SIDE OF EA STUD

GLB BEYOND
E.S.
1/8 3-12

MTL DECK PER PLAN

WF PER PLAN

SUREBOARD

PER PLAN
S-5.1
8 S-5.3
SCALE: 3" = 1'-0"
REF DET:9 / S-5.2
4 PRECAST TREAD/RISER
S-5.3
SCALE: 1 1/2" = 1'-0"
REF DET:9 / S-5.2
3 EXTERIOR STAIR UP @ MID-LANDING DOWN
S-5.3 SCALE: 1 1/2" = 1'-0"
REF DET:9 / S-5.2
2 STEEL STRINGER STAIR @MID-LANDING UP
S-5.3 SCALE: 1 1/2" = 1'-0"
REF DET:9 / S-5.2
1 INTERIOR STAIR UP @LANDING

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:34AM

STAIR DETAILS
S-5.3
S-5.3
SCALE: 1" = 1'-0"
11 STAIR STRINGER @ FLOOR LANDING
S-5.3
SCALE: 1" = 1'-0"
REF DET:1 / S-3.1
12 HANDRAIL ATTACMENT DETAIL
S-5.3 SCALE: 3/4" = 1'-0"
REF DET:1 / S-3.1
10 TRELLIS BEAM TO CMU WALL
S-5.3 SCALE: 3/4" = 1'-0"
9 TRELLIS JOIST TO HSS BEAM
S-5.3 SCALE:N.T.S.
5 DRAG STRAP @ MTL STUD @ WOOD BM
S-5.3 SCALE:N.T.S.

REF DET:1 / S-3.2
6 SUREBOARD DETAIL @ ROOF
107

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
A B B.2 B.9 C D E E.6 F G G.8 H
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
7 6.8 5 4.5 4 1.3
(H)
(V)
SEE NOTE 6. FOR WALL REINF.

4.2 (2)-#5 CHORD BARS
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
1 2 4 4.5 5 7
(H)
(V)
SEE NOTE 6. FOR WALL REINF.

4.2 (2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
C B.9 B.2 A
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
Level 2
13' - 0"
Level 1
0"
2 1
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
Y.1
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
X.1
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
F E.6 E
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
(2)-#5 CHORD BARS
Level 2
13' - 0"
Level 1
0"

1.3 2
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
H G.8 G F E.6
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
(2)-#5 CHORD BARS
Level 3
26' - 0"
Level 2
13' - 0"

1.3 2
(H)
(V)
SEE NOTE 6. FOR WALL REINF.
(2)-#5 CHORD BARS
ELEVATION NOTES:

1. FOR TYPICAL REINFORCEMENT DETAIL SEE AT CMU.

2. FOR TYPICAL JOINT DETAIL SEE AT CMU.

3. FOR TYPICAL CORNER REINFORCEMENT DETAIL SEE AT CMU.

4. FOR TYPICAL AND ADDITIONAL REINFORCEMENT,
SEE ELEVATIONS ON THIS SHEET.

5. DENOTES OPENING IN WALL SEE DETAIL AT CMU.

6. ALL 8" THK CMU WALL SHALL BE
(FULLY GROUT)
#5 @16"O.C. STAGG. (8"NET) (VERT)
#4 @16"O.C. STAGG. (8"NET) (HORIZ)
7 S-1.9 /
1 S-1.9 /
2 S-1.9 /
7 S-1.9 /
S-6.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
10 CMU WALL ELEV @ GL-7
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
9 CMU WALL ELEV @ GL-H
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
11 CMU WALL ELEV @ GL-A

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:38AM

WALL ELEVATIONS
S-6.1
S-6.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
1 CMU WALL ELEV @ GL-1
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
2 CMU WALL ELEV @ GL-C
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
3 CMU WALL ELEV @ GL-X.1
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
4 CMU WALL ELEV @ GL-Y.1
S-6.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
5 CMU WALL ELEV @ GL-2
S-6.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
6 CMU WALL ELEV @ GL-F
S-6.1
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
8 CMU WALL ELEV @ GL-1.3
S-6.1 SCALE: 3/16" = 1'-0"
REF DET:1 / S-3.2
7 CMU WALL ELEV @ GL-E.6
108

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
Level 3
26' - 0"
Level 2
13' - 0"
Level 1
0"
7 5 4.5 4 2 1
(H)
(V)
SEE NOTE 6. FOR WALL REINF.

4.2 (2)-#5 CHORD BARS
Level 2
13' - 0"
Level 1
0"
7 6.8 5 4.5 4 2
(H)
(V)
SEE NOTE 6. FOR WALL REINF.

4.2 (2)-#5 CHORD BARS
Level 2
13' - 0"
Level 1
0"
4 4.5 5 6.8 7
(H)
(V)
SEE NOTE 6. FOR WALL REINF.

4.2 (2)-#5 CHORD BARS (2)-#5 CHORD BARS
Level 3
26' - 0"
A B B.2 B.9 C D
S-5.2
4 TYP @

CRIPPLE POST
Level 3
26' - 0"
7 4 4.2
Level 3
26' - 0"
H G.8 G F E.6 E
S-5.2
TYP @ 4

CRIPPLE POST
ELEVATION NOTES:

1. FOR TYPICAL REINFORCEMENT DETAIL SEE AT CMU.

2. FOR TYPICAL JOINT DETAIL SEE AT CMU.

3. FOR TYPICAL CORNER REINFORCEMENT DETAIL SEE AT CMU.

4. FOR TYPICAL AND ADDITIONAL REINFORCEMENT,
SEE ELEVATIONS ON THIS SHEET.

5. DENOTES OPENING IN WALL SEE DETAIL AT CMU.

6. ALL 8" THK CMU WALL SHALL BE
(FULLY GROUT)
#5 @16"O.C. STAGG. (8"NET) (VERT)
#4 @16"O.C. STAGG. (8"NET) (HORIZ)
7 S-1.9 /
1 S-1.9 /
2 S-1.9 /
7 S-1.9 /

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I699
Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
BELL G

ARDENS A
QUATICS CENTER - 90%
C

ONSTRUCTION DO

CUMENTS

C I T Y O F G A R D E N A

D EPAR T M ENT O F PU B LI C W O R K S - E NG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY

APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PREPARED BY:

FILE PATH:PLOT TIME:
195 5-2606
AQ
AN
YN
05/01/23
06/29/23
06/29/23
C:\Users\hnahmgoong\Documents\S21-GardenaAquatic Center_alex.n85.rvt 10/2/2023 10:39:41AM

WALL ELEVATIONS
S-6.2
S-6.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
12 CMU WALL ELEV @ GL-D
S-6.2
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
13 CMU WALL ELEV @ GL-E
S-6.2
SCALE: 3/16" = 1'-0"
REF DET:1 / S-2.1
14 CMU WALL ELEV @ GL-G.8
S-6.2 SCALE: 3/16" = 1'-0"
REF DET:1 / S-3.2
15 EXTERIOR STUD WALL ELEVATION
S-6.2
SCALE: 3/16" = 1'-0"
REF DET:1 / S-3.2
16 EXTERIOR STUD WALL ELEVATION
S-6.2
SCALE: 3/16" = 1'-0"
REF DET:1 / S-3.2
17 EXTERIOR STUD WALL ELEVATION
109

R E V I S I O N S
NO. DESCRIPTION DATE
1 90%CD SUBMITTAL 12/15/2022
2 100%CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:PLOT TIME: 5/20/2022 5:04:11 PM
195 5-2606
No. M31713
Exp. 6/30/2025
NIKOLAOS J .KOURASSIS
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
NK/MZ 05/25/2022
MZ 06/20/23
NK 06/29/23

MECHANICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES
M0.01

GENERAL NOTES

DETAIL DESIGNATION

POINT OF CONNECTION

GATE VALVE WITH HOSE CONNECTOR

PRESSURE REDUCING VALVE

SAFETY OR PRESSURE RELIEF VALVE
L/D

D INDIRECT DRAIN
(UNDER ARCH SECTION)
1 1

DIFFERENTAIL PRESSURE TRANSMITTER

TEMPERATURE TRANSMITTER

LINEAR AIR BAR DIFFUSER, CFM

UNDER ELECTRICAL SECTION AND INSTALL

WALL LOUVER (UNDER ARCH SECTION)
D/L
U/C
DP
P

EXHAUST RETURN

LINEAR SLOT DIFFUSER, CFM

TIMER SWITCH
150
6X6
FOR ROUND DUCT. 360 CFM

CAPPED DUCTWORK

CONICAL TAP
360
M1
A
1 FS
POC
FS

SHEET NOTE
MAV
AAV
PRV
CV
GLV
GV

REFERENCE

TEMPERATURE GAGE W/ THERMOWELL

PRESSURE GAGE WITH COCK

CONCENTRIC REDUCER

ECCENTRIC REDUCER

COMBINATION SMOKE & FIRE DAMPER

RETURN OR RELIEF AIR DUCT - SECTION

SUPPLY OR OUTSIDE AIR DUCT - SECTION

DROP IN DIRECTION OF AIRFLOW

RISE IN DIRECTION OF AIRFLOW
48" X 24" DUCT FIRST DIMENSION
BDD
FD

SFD SFD

BACKDRAFT DAMPER

MANUAL VOLUME DAMPER

MOTORIZED DAMPER

FIRE DAMPER
BDD
VD

CORNER THROW

FLEXIBLE DUCT
PS
PTTP

PIPE GUIDE
EJ

EXPANSION JOINT
FLANGE

TRANSITION - RECTANGULAR TO

RECTANGULAR OR ROUND TO ROUND

TRANSITION - RECTANGULAR TO
48X24(L)
R
L= 1" THICK 2L= 2" THICK
R

MAKE-UP WATER
ABBREV.

INDUSTRIAL WATER

COEFFICIENT OF PERFORMANCE
EAG

DRAWING
ARCH

CONSTANT AIR VOLUME
MIN.

NOISE CRITERIA VAV
RLA

QUANTITIES SPECIFIED IN THESE PLANS, IN ACCORDANCE WITH THE ASSOCIATED AIR BALANCE (AABC) NATIONAL STANDARDS.

E OUTSIDE AIR CERTIFICATION: THE SYSTEMS SHALL PROVIDED THE MINIMUM OUTSIDE AIR AS SHOWN ON THE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND CERTIFIED BY THE INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR.

INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC SYSTEMS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES, AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES.

3. ALL DUCTWORK, INSULATION, EQUIPMENT AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA ADMINISTRATIVE CODE TITLE 24 AND C.M.C. DUCT MATERIALS AND CONSTRUCTION SHALL BE PER CHAPTER 6 OF C.M.C. SEAL DUCTS FOR 1% LEAKAGE

5. CALIFORNIA MECHANICAL CODE SECTION 608, CONTRACTOR SHALL PROVIDE SHUTOFF FOR SMOKE CONTROL FOR ALL AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2,000 CUBIC FEET PER MINUTE TO ENCLOSED SPACES WITHIN BUILDINGS. AUTOMATIC SHUTOFF

SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR-MOVING EQUIPMENT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT SERVED BY SUCH EQUIPMENT. SMOKE DETECTORS WHICH WILL DETECT PRODUCTS OF COMBUSTION OTHER

THAN HEAT AND WHICH COMPLY WITH THE CALIFORNIA BUILDING CODE, SHALL BE LABELED BY AN APPROVED AGENCY FOR AIR-DUCT

6. INFORMATION GIVEN ON THE DRAWING IS AS EXACT AS POSSIBLE BUT DIAGRAMMATIC. ABSOLUTE ACCURACY IS NOT GUARANTEED, AND

THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVEL, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO ACTUAL CONDITIONS AT THE BUILDING.

7. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES IN ORDER TO ACCOMPLISH A COORDINATED, INTEGRATED AND EFFICIENT STRUCTURAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS. WHERE INTERFERENCES EXIST TRANSITION TO SUITABLE RECTANGULAR DUCTWORK TO MAINTAIN REQUIRED CEILING HEIGHT.

9. INSTALL THE HVAC SYSTEMS IN CONFORMANCE WITH SOUND AND SECURITY REQUIREMENTS SPECIFIED BY OTHER DISCIPLINES. DUCT LINER IS NOT USED UNLESS SPECIFIED BY ACOUSTICAL. OTHERWISE SEAL AROUND ALL PENETRATIONS OF WALLS AND FLOORS AND PER FIRE STOPPING REQUIREMENTS. PROVIDE SOUND BOOTS OF 3-LB DENSITY FIBER BOARD AT PLENUM WALL PENETRATION FOR AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND ARCHITECT.

12. PROVIDE MANUAL VOLUME DAMPER UPSTREAM OF EACH AIR INLET/OUTLET TO FACILITATE PROPER BALANCE, WHETHER SHOWN OR NOT.

VOLUME DAMPER AT DIFFUSERS AND REGISTER OBD'S IF INSTALLED SHALL NOT BE USED FOR AIR BALANCING.

13. SEAL ALL OPENINGS AROUND PIPING AND DUCTWORK PENETRATING FIRE RESISTIVE RATED WALLS AND FLOORS TO MAINTAIN RATING INTEGRITY.

PLATFORMS AND HAND RAILS FOR SERVICE, AND SEPARATE LOCK OUT TAG OUT DISCONNECTS. COMPLY WITH ALL OSHA AND UNION MAINTENANCE SERVICE REQUIREMENTS. COMPLY WITH ALL COLLEGE SECURITY AND ENVIRONMENTAL REQUIREMENTS FOR PERSONAL SAFETY, AND DISPOSAL OF MATERIALS.

15. INSTALL EQUIPMENT IN ACCESSIBLE LOCATIONS AND PROVIDE ADEQUATE SERVICE CLEARANCE 4 FT FOR NORMAL MAINTENANCE WITHOUT REMOVING ARCHITECTURAL, ELECTRICAL OR STRUCTURAL ELEMENTS.

18. IN CONCEALED IN-ACCESSIBLE CEILING PROVIDE REMOTE MANUAL VOLUME DAMPER REGULATOR OPERATOR AT ACCESSIBLE LOCATION.

19. ALL CURBS, ROOF JACKS AND EQUIPMENT SUPPORT PADS SHALL BE COMPATIBLE WITH ROOFING SYSTEM.

20. REFER TO PLUMBING DRAWINGS OR ALL CONDENSATE DRAIN PIPING. REFER TO MECHANICAL FOR CONDENSATE TRAP DEPTH REQUIREMENTS.

21. A MAINTENANCE LABEL SHALL BE AFFIXED TO MECHANICAL EQUIPMENT. A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE

24. WHERE ATTIC OR ABOVE CEILING IS TO BE USED AS RETURN PLENUM, IT SHALL CONTAIN NO COMBUSTIBLE MATERIALS, PLASTIC PIPE OR RUBBER INSULATION. ALL CEILING MATERIALS SHALL BE NON-COMBUSTIBLE OR APPROVED FOR PLENUM INSTALLATION.

25. PROVIDE WALL OPENING ABOVE CEILING LEVEL FOR RETURN AIR IN EACH ROOM AS REQUIRED.

26. FIRE DAMPERS INSTALLED IN DUCTWORK SYSTEM WITHOUT ELECTRIC ACTUATOR SHALL BE U.L. LISTED DYNAMIC TYPE (SPRING EDITION.

30. GENERAL CONTRACTOR SHALL COMPLY/ SUBMIT CONSTRUCTION WASTE MANAGEMENT PER SEC.5-408.1 SS OR * STAINLESS STEEL

APPLICABLE CODES

SWS SIDE WALL SUPPLY
SWR

SWE SIDE WALL EXHAUST

SWT SIDE WALL TRANSFER
RATING CONDITIONS. MOTORS IN SPACE CONDITIONING EQUIPMENT AND TERMINAL UNITS THAT OPERATE ONLY WHEN PROVIDING HEATING TO THE SPACE SERVED ARE EXCEPTED.

NOTES FOR CCR T24 MANDATORY MEASURES

NEW EQUIPMENT DESIGNATION

RETURN / EXHAUST AIR FLOW DIRECTION
SHEET NO. WHERE SECTION DRAWN

SECTION DESIGNATION

NEAREST APPROVED RECEPTOR

FLOOR SINK (SEE PLUMBING)

MANUAL AIR VENT TO BE PIPED TO

AUTOMATIC AIR VENT TO BE PIPED TO

DIFFERENTIAL PRESSURE
3-WAY CONTROL VALVE
2-WAY CONTROL VALVE

ACCESS PANEL/ ACCESS DOOR

LOUVERED DOOR FULL HEIGHT
D
AP/AD
E
M-2
E-1

REVISION TAG

UNDER MECHANICAL SECTION)

CONICAL TAP W/MANUAL VOLUME DAMPER

PRESSURE TRANSMITTER

DOOR LOUVER (UNDER ARCH SECTION)

UNDERCUT DOOR (UNDER ARCH SECTION)
NO. & SIZE OF SLOTS, LENGTH,
NO. & SIZE OF SLOTS, LENGTH,
6"X6"WALL REGISTER, 150 CFM

DUCT MOUNTED SMOKE DETECTOR (PROVIDE

CEILING DIFFUSER, ADAPTER

CEILING GRILLE OR REGISTER

FLEXIBLE DUCT CONNECTOR
WL
T

CARBON DIOXIDE SENSOR

ROOM THERMOSTAT
(4)3/4"X5'-0"
(4)3/4"X5'-0"
LSD 300
LBD 300

SHEET NUMBER
RV

CIRCUIT SETTER

CHECK VALVE

GLOBE VALVE

BALL VALVE

GATE VALVE

BUTTERFLY VALVE
DETAIL

FLOW MEASURING STATION

FLEXIBLE PIPE CONNECTOR

PRESSURE & TEMPERATURE TEST PLUG

DESCRIPTION

HOT WATER RETURN

HOT WATER SUPPLY

ELBOW WITH TURNING VANE PIPE ELBOW DOWN

EXHAUST AIR DUCT - SECTION

ROUND DUCT OR RISER - SECTION
(QUADRANT BALANCING DAMPER)

M OR MD

M OR MD
48X24 *
D
R
48X24 *
D
R

CEILING DIFFUSER

THERMAFUSER SUPPLY

CEILING DIFFUSER

CEILING DIFFUSER
3-WAY THROW

CEILING DIFFUSER
4-WAY THROW
DIFFUSER (AS NOTED ON DWG.)
2-WAY THROW
FACES VIEWER (* MEANS STAINLESS STEEL)
PS
FS FS

PRESSURE SWITCH

PLUG VALVE

FLOW SWITCH
ANCHOR

STRAINER
UNION

PIPE TEE DOWN

PIPE TEE UP

DESCRIPTION
48X24(L)
SYMBOL
DOUBLE
C
E
SINGLE

DUCT WITH INTERNAL LINING

ROUND RADIUS ELBOW
ROUND

COLD SUPPLY AIR DUCT

RETURN AIR DUCT

EXHAUST AIR DUCT
LEGEND
C
E
ABBREV. SYMBOL
HWR
HWS
MU
V
IW
MU
V

PIPE ELBOW UP

CAPPED PIPE
VENT
LEGEND
HWS
IW
HWR

CFF CAPPED FOR FUTURE

ENERGY EFFICIENCY RATIO

BRITISH THERMAL UNIT PER HOUR

ARCHITECT OR ARCHITECTURAL

EF EXHAUST FAN
COP
DS
DWG
(E)
EER
DIFF
DN
DB
CV

DUCT SILENCER

EXHAUST AIR GRILLE

EXISTING

CONSTANT VOLUME

DRY-BULB
DOWN

DIFFUSER
CFM
CFH
CD
CLG
B
BHP
CAV
BTUH

CEILING DIFFUSER

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CEILING

BRAKE HORSE POWER
BOILER
P PUMP

MOTOR CONTROL CENTER

THOUSAND BTU PER HOUR
IN. W.G. INCH OF WATER GAGE
MCC
NC
OSA
OPNG
LBS
MAX.

MCA
KBTUH

OUTSIDE AIR

MINIMUM

OPENING

MINIMUM CIRCUIT AMP

MAXIMUM
POUNDS
HZ
HP
FCU
FLA
FPI
FPM
°F OR F

HORSEPOWER
HERTZ

DEGREES FAHRENHEIT

FEET PER MINUTE

FINS PER INCH
FULL LOAD AMP.

FAN COIL UNIT

VARIABLE AIR VOLUME

VTR VENT THROUGH ROOF

REVOLUTIONS PER MINUTE

SUPPLY AIR

SUPPLY AIR GRILLE

UP THROUGH ROOF

SOUND TRAP

TRANSFER GRILLE

TYPICAL

UNLESS NOTED OTHERWISE

SQUARE FEET

STATIC PRESSURE
UTR
UNO
TYP
TG
ST
SAG
SA
RPM
S.P.

AFF ABOVE FINISHED FLOOR
AHU
AMB.

AIR HANDLING UNIT

AMBIENT EXTERNAL STATIC PRESSURE

ABBREVIATIONS
EXH
ESP

ENT ENTERING

EXHAUST

RUNNING LOAD AMP

RETURN AIR GRILLE

RA RETURN AIR
RAG

CFF CAPPED FOR FUTURE

RETURN AIR DUCT W/ BELLMOUTH OPENING

W/ WIREMESH SCREEN AT AIR INLET
VD
QTY. QUANTITY

3. VENTILATION
A BUILDING SHALL BE VENTILATED AS PROVIDED FOR ON THE PLANS.

B GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED ON THE OUTSIDE AIR INTAKES AND DISCHARGES OF ALL SPACE CONDITIONING AND EXHAUST SYSTEMS.

C ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS.

D AIR BALANCING: ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SHALL BE BALANCED IN THE

1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND MAXIMUM.

4. ALL EQUIPMENT, DUCTWORK AND PIPING INSTALLATION SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH THE LATEST EDITION OF CALIFORNIA BUILDING AND MECHANICAL CODES. HANGING PIPES AND DUCTS ISAT, ROOF SUPPORT PHP DESIGN, AND/OR MASON VIBREX DESIGN.

INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'S INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES AND HUMIDITIES OF THE SYSTEM. WHERE AN

ELECTRICAL CENTRAL FIRE ALARM DETECTION OR ALARM SYSTEM IS PROVIDED FOR THE BUILDING, THE SMOKE DETECTORS REQUIRED BY THIS SECTION SHALL BE FURNISHED AND SUPERVISED BY SUCH SYSTEM AND SHALL ACTIVATE THE SHUTDOWN. REFER TO OTHER DOCUMENTS FOR SMOKE CONTROL AND SMOKE EVACUATION SPECIFIC REQUIREMENTS AND CONTROLS.

INSTALLATION. PROVIDE FOR PHASING AND TEMPORARY SYSTEMS REQUIRED TO COMPLETE THE WORK ON SCHEDULE IN CONFORMANCE WITH THE PROJECT DOCUMENTS.

8. COORDINATE EXACT LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH LIGHTING LAYOUT, CEILING TILE PATTERN WITH ARCHITECTURAL REFLECTED CEILING PLANS. IN CASE OF CONFLICT, ARCHITECTURAL REFLECTED CEILING PLANS WILL TAKE PRECEDENCE. WHERE CEILING IS EXTREMELY TIGHT, CAREFULLY COORDINATE DUCT SIZES AND ROUTING WITH ARCHITECTURAL, RETURN AIR ABOVE CEILING.

10. FIELD COORDINATE THE EXACT LOCATION OF ALL TEMPERATURE SENSORS, THERMOSTATS WITH ANY EQUIPMENT, SHELVING, RACKS, CABINETS OR OTHER FACILITY SUPPLIED FURNITURE AND EQUIPMENT, BASED ON THE ARCHITECTURAL DRAWINGS.

11. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED OR NOTCHED WITHOUT WRITTEN

14. CONTRACTOR SHALL COORDINATE DEVICES REQUIRING ACCESS. PROVIDE CEILING, WALL OR FLOOR ACCESS PANELS FOR TERMINAL BOXES, VALVES, COMBINATION SMOKE/FIRE DAMPERS AND VOLUME DAMPERS, ACTUATORS, BACK-DRAFT DAMPERS AS REQUIRED.

COORDINATE WITH ARCHITECT FOR EXACT LOCATION AND FINAL COUNT OF ACCESS PANELS. MINIMUM SIZE OF ACCESS PANELS SHALL BE 18" X 18". THE MINIMUM CLEARANCE WORKING SPACE AROUND AND CLEAR FOR MAINTENANCE SHALL BE 4 FT. PERMANENT PROVIDE

16. FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 7'-0" AT CONNECTION TO ENVIRONMENTAL AIR OUTLETS. MINIMUM RADIUS SHALL BE 1-1/2 DIAMETER OF DUCT. FLEXIBLE DUCT SHALL NOT BE USED IN SYSTEM IF UTILIZED AS PART OF BUILDING SMOKE CONTROL.

17. PROVIDE ISOLATION VALVES AND UNIONS ON PIPING ADJACENT TO ALL CONTROL VALVES AND OTHER APPURTENANCES OR EQUIPMENT.

LOCATE VALVES SO THAT EQUIPMENT CAN BE REMOVED WITHOUT DISMANTLING ANY BRANCH LINES.

OWNER'S USE. LABEL EACH ROOF MOUNTED EQUIPMENT TO IDENTIFY THE AREA IT SERVES. SEE SPECIFICATIONS.

22. ALL DUCTWORK AND EQUIPMENT WHICH ARE EXPOSED SHALL HAVE FINISHED APPEARANCE. THEYH SHALL BE APPLIED WITH PRIMER AND ENAMEL PAINT WHERE EXPOSED TO VIEW. COLOR SHALL BE SELECTED BY THE ARCHITECT. ALL DUCTWORK EXPOSED UNDER THE CEILING SHALL BE PAINTED WITH PRIMER AND ENAMEL PAINT TO MATCH THE SURROUNDINGS. SEE ARCHITECTURAL DRAWINGS.

23. PROVIDE SHEET METAL WEATHER HOOD COVER FOR ALL DAMPER ACTUATORS, SMOKE DETECTOR, MOTORS LOCATED OUTDOORS.

LOADED).

27. PROVIDE SECURITY BARS ON ALL EXHAUST FAN OPENINGS AND GRAVITY VENT OPENINGS THROUGH HE ROOF GREATER THAN 16"x16".

28. AIR HANDLING DUCT SYSTEM, EXCEPT GREASE EXHAUST DUCT SYSTEM, SHALL BE CONSTRUCTED, INSTALLED AND INSULATED AS PROVIDED IN CHAPTER 6 OF CMC OF METAL GALVANIZED COPPER BEARING SHEET STEEL.

29. ALL WORK SHALL BE IN ACCORDANCE WITH SMACNA IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION SECOND

SIDE WALL RETURN

MEP COMPONENT ANCHORAGE NOTE

31. HVAC MOTORS FOR FANS THAT ARE LESS THAN 1 HP AND 1/12 HP OR GREATER SHALL BE ELECTRONICALLY-COMMUNTATED MOTORS OR SHALL HAVE A MINIMUM MOTOR EFFICIENCY OF 70 PERCENT WHEN RATED IN ACCORDANCE WITH NEMA STANDARD MG 1-2006 AT FULL

2. EQUIPMENT AND SYSTEMS EFFICIENCY
A HVAC EQUIPMENT SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS AS SCHEDULED ON THE PLANS.

B DUCTS AND PIPING SHALL BE INSULATED IN ACCORDANCE WITH ENERGY EFFICIENCY STANDARD 123.

C AIR HANDING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED TO 1%%% LEAKAGE, AND INSULATED AS PROVIDED IN CHAPTER 6 OF THE UNIFORM MECHANICAL CODE AND THESE REGULATIONS.

1. GENERAL: ALL EQUIPMENT AND SYSTEMS INSTALLED IN THIS PROJECT SHALL COMPLY WITH THE ENERGY EFFICIENCY STANDARDS FOR NON RESIDENTIAL BUILDINGS AS PUBLISHED BY THE STATE OF CALIFORNIA.

4. WHEN COMPLETE THE BUILDING CLOSE-OUT MANUAL SHALL INCLUDE: AS-BUILT DOCUMENTS, MAINTENANCE

REQUIREMENTS & SPARE PARTS LISTS, ORIGINAL SYSTEM DESIGN AND OPERATION INFORMATION, AND SHALL BE POSTED WITH APPROPRIATE CERTIFICATES AND DOCUMENTS FOR THE COLLEGE AND INSPECTOR. 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2019 CALIFORNIA BUILDING CODE (VOL 1 & 2)
(2018 INTERNATIONAL BUILDING CODE WITH CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24 C.C.R. (2017 NATIONAL ELECTRICAL CODE WITH 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24 C.C.R. (2018 UNIFORM MECHANICAL CODE WITH 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24 C.C.R.
(2018 UNIFORM PLUMBING CODE WITH 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.
2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.
(2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. 2019 CALIFORNIA REFERENCE STANDARDS CODE, PART 12, TITLE 24 C.C.R.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION 13.6.5.6, 13.6.7, 13.6.8, AND 2019 CBC, SECTIONS 1616A1.23, 1616A1.24, 1615A1.25, AND 1616A.4.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM AREA AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PRE-APPROVED INSTALLATION GUIDE (E.G., SMACNA, OR

OSHPD OPM), COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. STRUCTURAL NEEDED SPECIFIC DETAILS. THE STRUCTURAL

ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTIONS 1616A1.18 THROUGH 1616A1.26 AND ASCE 7-16 CHAPTER 13,26 AND 30.

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT

INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E - OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVED (OPM#) #OPM-0043-13 MASON WEST. THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS (STAMPED BY A REGISTERED STRUCTURAL ENGINEER) AS A DELEGATED SUBMITTAL OF THE SUPPORTS AND BRACIN SYSTEMS TO BE INSTALLED PER THE OPM PRE-APPROVAL.

THE ENGINEER OF RECORD SHALL REVIEW THE DELEGATED SUBMITTAL AS NOTED ABOVE. x
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE

5.410.4 TESTING, ADJUSTING AND BALANCING: DURING CONSTUCTION TAPE/BLANK OFF AND SEAL HVAC EQUIPMENT OPENINGS FROM CONSTRUCTION DEBRIS, DUST, AND WATER. CLOSE GRILLES, AIR OPENINGS, AND FIN COILS TO PREVENT CONTAMINATION INSIDE/OUITSIDE TO THE EQUIPMENT, TO THE FILTERS, AND THE DUCTWORK. DO NOT

OPERATE THE EQUIPMENT AND DUCTWORK DURING THE CONSTRUCTION PERIOD UNTIL AFTER APPROVED CLEAN-UP IS COMPLETE. COVER EQUIPMENT AND PANELS TO PREVENT WEATHER, SPLASH AND WATER ENTRY. ANY ELECTRICAL PANELS AND COMPONENTS EXPOSED TO WATER OR DUST WILL NEED TO BE REPLACED AT NO COST TO THE OWNER.

5.410.4.4 REPORTING: DELIVER WRITTEN POINT TO POINT COMMISSIONING FUNCTIONALITY REPORT AND TEST AND BALANCE REPORT.

5.410.4.5.1 INSPECTIONS AND REPORTS: INSPECTIONS AND REPORTS DOCUMENTING THE ENTIRE SYSTEM HAS BEEN INSPECTIED AND APPROVED BY THE ENFORCING AGENCY.

5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION TIME OF

ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE

HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT

OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.

ETR EXISTING TO REMAIN
(L) INTERNALLY LINED DUCT INSULATION

MECHANICAL SHEET INDEX
M0.01 MECHANICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES

SHEET DESCRIPTION
M5.01
M2.12 SECOND FLOOR MECHANICAL PLAN

MECHANICAL DETAILS
M2.01 FIRST FLOOR MECHANICAL ZONING PLAN
M2.13 MECHANICAL ROOF PLAN
M2.11 FIRST FLOOR MECHANICAL PLAN
M2.02 SECOND FLOOR MECHANICAL ZONING PLAN
M5.02 MECHANICAL DETAILS
M5.03 MECHANICAL DETAILS
M6.01 MECHANICAL SCHEDULES
M0.02 MECHANICAL TITLE 24
M0.03 MECHANICAL TITLE 24
M0.04 MECHANICAL TITLE 24
M0.05 MECHANICAL TITLE 24

ALL MECHANICAL EQUIPMENT, PLUMBING LINES, HEATING AND COOLING UNITS AND STORAGE TANKS AND DUCTWORK, ROOF OR GROUND MOUNTED, SHALL BE INCORPORATED INTO THE BUILDING ENVELOPE. WHEN THAT IS NOT FEASIBLE, ALL SUCH ITEMS SHALL BE SCREENED ON ALL SIDES WITH SOLID MATERIAL ARCHITECTURALLY COMPATIBLE WITH THE MAIN STRUCTURE. (ORD. 1738 § 39, 2012: ORD. 1683 § 65, 2006; URG. ORD. 1682; PRIOR CODE § 10-3.2116). ALL EXPOSED CONDUIT SHALL BE PAINTED TO MATCH SUBSTRATE.

32. M3.11 MECHANICAL PLAN - POOL BUILDING
M5.04 MECHANICAL DETAILS
M7.01 MECHANICAL CONTROL DIAGRAMS
110

33. ALL DIMENSIONS SHOWN ON THE DRAWINGS FOR DUCTWORK ARE INSIDE CLEAR DIMENSIONS.

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

PLOT TIME: 5/20/2022 5:04:11 PM
195 5-2606
No. M31713
Exp. 6/30/2025
NIKOLAOS J .KOURASSIS
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 06/30/2023
05/25/2022
06/20/23
06/29/23
MECHANICAL TITLE 24
M0.02
111

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 6.9

6.8 5

4.5 4.2
4 2

1.3 1
Y.1
RTU
1-1
T
RTU-1-1
T
FC-1-2
RTU
1-2
EF
1-2
FC
1-2
FC
1-3
MAU
1-1
T
FC-1-2
T
T
RTU-1-2-1
RTU-1-2-2
RTU
1-2-2
FC
1-1
T
T
FC-1-1
EF-1-2
EF-1-2 TO BE CONTROLLED BY ROOM THERMOSTAT.

FAN TO TURN ON WHEN ROOM TEMPERATURE IS ABOVE 80°F.

MAU-1-1
T
CO2
CO2

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FIRST FLOOR MECHANICAL ZONING PLAN
M2.01
1 - FIRST FLOOR MECHANICAL ZONING PLAN
SCALE: 3/16" = 1'-0"

GENERAL NOTES

1. ALL THERMOSTATS INSTALLED ON EXTERIOR WALLS OR COLUMNS SHALL HAVE AN INSULATED BACKING INSTALLED BEHIND THE THERMOSTAT.

2. THERMOSTAT SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. FINAL THERMOSTAT LOCATION SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED BY THE ARCHITECT.

3. COORDINATE THERMOSTAT LOCATIONS TO GROUP THEM WITH LIGHT SWITCHES.

NORTH
115
DN
DN
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
98 SF

STORAGE
214
39 SF

STORAGE
212 49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202
203
204
206
205 207
210-1
212
213211209
214
200-1
208-1
202
208-2
200-2
A42.2
1 A44.1
4 A44.2
4 12
6 6
9 15
A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 6.9

6.8 5

4.5 4.2
4 2

1.3 1
Y.1
16 17
17 RTU
2-1
RTU
2-2
RTU
2-3 RTU
2-4
RTU
2-5
T
RTU-2-1
T
RTU-2-2
T
RTU-2-3
T
RTU-2-4
T
RTU-2-5

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

SECOND FLOOR MECHANICAL ZONING PLAN
M2.02
1 - SECOND FLOOR MECHANICAL ZONING PLAN
SCALE: 3/16" = 1'-0"

GENERAL NOTES

1. ALL THERMOSTATS INSTALLED ON EXTERIOR WALLS OR COLUMNS SHALL HAVE AN INSULATED BACKING INSTALLED BEHIND THE THERMOSTAT.

2. THERMOSTAT SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. FINAL THERMOSTAT LOCATION SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED BY THE ARCHITECT.

3. COORDINATE THERMOSTAT LOCATIONS TO GROUP THEM WITH LIGHT SWITCHES.

NORTH
116
UP
UP
1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
FC
1-3
FC
1-2
EF
1-2
6"Ø
26x14 SA
26x14 RA
14"Ø
24x14 EA
8"Ø EA
EF
1-1
EF
1-3
10"Ø
2 1
18x14 SA
20x14 RA
FC
1-1
6"Ø
CD-2
150
3-WAY DIFFUSER
CD-2
150
CD-1
50 CD-2
300
(TYP. 5)
CD-2
185
(TYP. 2)
SWS-1
145
(TYP. 4)
CD-2
50 CD-1
100
CD-2
100
CD-2
300
U/C
CD-2
280
U/C
8"Ø
10"Ø 10"Ø
10"Ø
10"Ø
10"Ø
10"Ø
12"Ø
8"Ø
6"Ø
10"Ø
26x14 SA
20x14 SA 14"Ø 14"Ø
12"Ø
CR-2
150
8"Ø 12"Ø
CR-2
540
12"Ø12"Ø
8"Ø
CR-2
150
18x14 14"Ø
CR-2
360
CR-2
100
CR-2
100
6"Ø
12"Ø (L)
12"Ø
CD-2
50 6"Ø
CR-2
300
10"Ø
8"Ø
8"Ø
8"Ø 10"Ø
8"Ø 10"Ø
8"Ø
8"Ø
8"Ø
8"Ø
10"Ø
CD-2
50 CR-2
180
CR-2
200
CR-2
200
10"Ø
10"Ø
10"Ø 12"Ø 12"Ø 14"Ø
10"Ø
12"Ø
6"Ø
14"Ø
CR-1
100
CR-1
100
6"Ø
6"Ø
CR-1
75 CR-1
50 10"Ø EA
CR-1
184
(TYP. 3)
CR-1
184
(TYP. 3)
CR-1
184
(TYP. 2)
CR-1
184
(TYP. 2)
CR-1
75 CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
CD-2
170
8"Ø
8"Ø
12x12
6"Ø
6"Ø
8"Ø
14X12
8"Ø
8"Ø
8"Ø 8"Ø
10"Ø
12"Ø
10"Ø
CR-1
50 14"Ø 6"Ø
6"Ø
8"Ø
8"Ø
10"Ø 12"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
12"Ø 12x12 14x12
10"Ø
CD-2
60 24x14 EA
18x14 12"Ø
18x14
8"Ø
8"Ø
CD-2
320
16x14
CR-3
300
24"x24" ACCESS
PANEL
3 4
5 10"Ø TG
200
8"Ø TG
100
6 10"Ø (L)
8"Ø (L)
8"Ø (L)
6"Ø TG
50 (TYP. 2)
8"Ø TG
100
10"Ø (L) 10"Ø (L)
7 7
7 8
9 9
10 10
12 11
6 6
6 6
6 CR-2
540
CR-2
540
13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

FIRST FLOOR MECHANICAL PLAN
M2.11
1 - FIRST FLOOR MECHANICAL PLAN
SCALE: 3/16" = 1'-0"
NORTH

KEYNOTES
1 26x14 SA & RA DUCT UP TO SECOD FLOOR.
2 18x14 SA & 20x14 RA DUCT UP TO SECOD FLOOR.
3 24x14 MAKE-UP AIR DUCT UP TO SECOND FLOOR.
4 24x14 EA DUCT UP TO SECOND FLOOR.
5 PROVIDE FLEX DUCT CONNECTOR AT INLET AND DISCHARGE.
6 PROVIDE 1" INTERNAL LINING.
7 SIZE RL & RS LINES PER MANUFACTURER'S RECOMMENDATION
BASE ON TOTAL DEVELOPED LENGTH.
8 16"x14" EXHAUST AIR WALL LOUVER.

SEE ARCH. DWG FOR MORE INFORMATION.
9 10"x10" EXHAUST AIR WALL LOUVER.

SEE ARCH. DWG FOR MORE INFORMATION.
10 4" INSIDE CLEARANCE FOR ALL SIDES IN MECHANICAL CHASE. 12 MINIMUM 3/4" CLEARANCE UNDERCUT DOOR. SEE ARCHITECTURAL DRAWING. 11 SEE DETAIL #7/M5.02 FOR DAMPER CONTROL AT GYPSUM BOARD CEILING AREA. 117
13 REFRIGERANT PIPE UP.

A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
18"Ø (L)
1 1'-10" x 5'-8" x 1'-4" (H)

SA PLENUM

MECHANICAL CHASE
26x14 SA
26x14 RA
20x20 (L)
1 18x14 SA
20x14 RA
12 24x14 EA
8"Ø 10"Ø
14"Ø (L) 14"Ø (L)

SEE ROOF PLAN

FOR CONTINUATION
(TYP.)
2 20x20 (L)
20x20 (L)
18"Ø (L)
18"Ø (L)
48x18 SWR-1
1600
24x12 (L)
20x16
48x18 SWR-1
1600
48x18 SWR-1
1600
12"Ø (L)

BOTTOM OF RETURN GRILL
SHALL BE MIN. 13'-0" AFF
(TYP.)
12"Ø RD-1
400
(TYP. 4)
12"Ø (L)
16"Ø (L)
12"Ø (L) 12"Ø (L)
12"Ø (L)
12"Ø RD-1
400
(TYP. 4)
12"Ø (L)
16"Ø (L)
12"Ø (L) 12"Ø (L)
12"Ø (L)
12"Ø RD-1
400
(TYP. 4)
12"Ø (L)
12"Ø (L) 12"Ø (L) 16"Ø (L)

DN DN DN
CD-2
400
(TYP. 4)
30x12 SWR-1
840
U/C
CD-2
90 (TYP. 3)
CD-2
100
SWS-1
80 SD-1
210
(TYP. 4)
CD-2
50 12"Ø (L) 12"Ø (L)
12"Ø (L) 12"Ø (L)
16x12 (L) 16x12 (L)
CD-2
100
CD-2
100
16x14
12"Ø
12"Ø
10"Ø 8"Ø
CR-2
315
CR-2
315
10"Ø
10"Ø
16x14
14"Ø
14"Ø
10"Ø (L)
10"Ø (L)
12"Ø
8"Ø
6"Ø
12"Ø 10"Ø 8"Ø
8"Ø
8"Ø
12"Ø
10"Ø
14"Ø
CD-2
75 1
1 3
4 5
6 CD-2
85 10"Ø TG
280
CR-1
140
(TYP. 2)
CR-1
125
(TYP. 2)
CR-1
50 CR-2
640
CR-2
640
8"Ø
6"Ø
10"Ø TG
250

MECHANICAL
CHASE
6"Ø
U/C
7 8
9 10
9 9
9 9 9
9 9
9 9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
8"Ø
6"Ø
6"Ø CD-2
100
CD-2
100
CD-2
100
11 11
11 9
20x16
9 14
9 13
16 15
16 15
16 DN
DN
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
98 SF

STORAGE
214
39 SF

STORAGE
212 49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

SECOND FLOOR MECHANICAL PLAN
M2.12
1 - SECOND FLOOR MECHANICAL PLAN
SCALE: 3/16" = 1'-0"

KEYNOTES
1 32x18 SA & RA DUCT UP THRU ROOF.
2 26x14 SA & RA DUCT DN TO FIRST FLOOR.

NORTH
3 24x14 MAKE-UP AIR DUCT DN TO FIRST FLOOR & UP THRU ROOF. 4 24x14 EA DUCT DN TO FIRST FLOOR.
5 18x18 EA DUCT UP THRU ROOF AND CONNECT TO EF-1-4.
6 12x12 EA DUCT UP THRU ROOF AND CONNECT TO EF-2-1.
7 MINIMUM 1/2" CLEARANCE UNDERCUT DOOR. SEE ARCHITECTURAL DRAWING. 8 MINIMUM 3/4" CLEARANCE UNDERCUT DOOR. SEE ARCHITECTURAL DRAWING. 9 PROVIDE 1" INTERNAL LINING.
10 SEE DETAIL #7/M5.02 FOR DAMPER CONTROL AT GYPSUM BOARD CEILING AREA. 11 4" INSIDE CLEARANCE FOR ALL SIDES IN MECHANICAL CHASE. 12 18x14 SA & 20x14 RA DUCT DN TO FIRST FLOOR.
118
13 3'-8" x 3'-0" x 1'-4" (H) SA PLENUM.
14 3'-0" x 3'-0" x 1'-4" (H) RA PLENUM.
15 REFRIGERANT PIPE UP.
16 REFRIGERANT PIPE DN.

RIDGE

SINGLY PLY
ROOF
978 SF
SOLAR ZONE 1
204 SF
SOLAR ZONE 2
A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 1.3 1.3
1 1
Y.1
RTU
2-1
RTU
1-2
MAU
1-1
CU
1-3
EF
1-4
RTU
1-1
RTU
2-2
RTU
2-3
RTU
2-4
RTU
2-5
EF
2-1
(6 TON

WITH PE)
(4 TON) (4 TON)
(4 TON)
(5 TON WITH PE)
(4 TON)
(4 TON)
24"x14" (L) MA DUCT
24x14 MAKE-UP AIR DUCT
DN THRU ROOF.

SEE 2ND FLOOR PLAN

FOR CONTINUATION
(TYP.)
CU
1-1
1 20x20 (L) 18"Ø (L) 1
PROVIDE SUPPORT.

SEE DETAIL #8/M5.02.
(TYP.)
1 20x20 (L) 18"Ø (L) 1 1 20x20 (L) 18"Ø (L) 1

UNIT CLEARANCE
(TYP.)
CU
1-2

POWER EXHAUST

POWER EXHAUST
1 2
2 2

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

MECHANICAL ROOF PLAN
M2.13
1 - MECHANICAL ROOF PLAN
SCALE: 3/16" = 1'-0"
NORTH

KEYNOTES
1 PROVIDE MINIMUM R-8 INSULATED LINING FOR DUCTWORK
INSTALLED OUTDOORS. PAINT EXPOSED DUCT.
2 SIZE RL & RS LINES PER MANUFACTURER'S RECOMMENDATION
BASE ON TOTAL DEVELOPED LENGTH. BOTH REFRIGERANT
PIPING SHALL BE INSULATED WITH SHEET METAL JACKETS.
119
199 SF
POOL
STOR.
302
450 SF
POOL

EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
154 SF
TRASH
306
70 SF
ELEC
301
70 SF
ELEC
301
199 SF
POOL
STOR.
302
450 SF
POOL

EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
154 SF
TRASH
306

OPEN TO
SFD 1
2 2
D/LD/L
4 4
5 5
2 1/2" / 1'-0"

SINGLY PLY ROOF
3 3 EF
3-1
EF
3-2

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

MECHANICAL PLANS - POOL BUILDING
M3.11
MECHANICAL PLAN - POOL BUILDING 1/8" = 1'-0" 1
MECHANICAL ROOF PLAN - POOL BUILDING 1/8" = 1'-0" 2

KEYNOTES
1 (2) 68"x24" HIGH & LOW COMBUSTION AIR LOUVER WITH SFD. (1) COMMENCING 12" AFF AND (1) COMMENCING 12" BELOW STRUCTURE ABOVE. PROVIDE DUCT SLEEVE AS NEEDED. SEE ARCHITECTURAL DRAWING.
2 8" DIA. BOILER DUCT FLUE UP THRU ROOF WITH FLUE CAP.
3 8" DIA. BOILER DUCT FLUE WITH FLUE CAP DN THRU ROOF.
4 MIN. 12"x8" DOOR LOUVER. SEE ARCHITECTURAL DRAWING.
5 6" DIA. EA DUCT UP THRU ROOF AND CONNECT TO EXHAUST
FAN. PROVIDE 1/2" WIRE MESH SCREEN AT EA DUCT OPENING.
4000 BTU REQUIRED OPENING = 1 SQ IN. (PER CMC)

1.5 MILLION BTU REQUIRED OPENING = (1,500,000 ÷ 4000) =375 SQ IN. (LOUVER WILL BE 50% FREE AREA)
REQUIRED COMBUSTION AIR LOUVER = 375 X 2 = 750 SQ IN.
2 x 1.5 MILLION BUT REQUIRED OPENING = 750 x 2 = 1500 SQ IN.

PROVIDED COMBUSTION AIR LOUVER (HI & LOW) = 1632 SQ IN.

COMBUSTION AIR VENT CALCULATION
120
THERMOSTAT MOUNTING DETAIL 1
8 2
7 5
NONE
SCALE
9 6 3

SPLIT SYSTEM FAN COIL UNIT MOUNTING DETAIL

CONDENSING UNIT SUPPORT DETAIL ON ROOF DUCT THRU NON-RATED WALL DIFFUSER CONNECTION DETAIL

SPLIT SYSTEM MOUNTING AND PIPING DETAILS REFRIGERANT PIPING THRU ROOF DETAIL DUCT SUPPORT DETAIL NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MECHANICAL DETAILS
M5.01
WOOD BASE WITH PIPE CLAMPS AND/OR PLUMBERS TAPE IS NOT ALLOWED.

NOTES:

MOUNTING HEIGHT

FINISH FLOOR
47" MAX.

OULET, CONTROL

THERMOSTAT, SWITCH,
TOP OF
34" MAX.
46" MAX.

FINISH FLOOR

OVER OBSTRUCTION

THERMOSTAT,

CONTROL
OULET,
TOP OF

SWITCH,
24" MAX.
16" MIN.

OULET, CONTROL

THERMOSTAT, SWITCH,

BOTTOM OF

INSULATION
CLOSE AS POSSIBLE TO CEILING DIFFUSERS OR GRILLES.

3. LOCATE VOLUME DAMPERS ABOVE HARD CEILING AS

2. USE VOLUME DAMPER OBD-DM FOR RECTANGULAR DUCT
ABOVE HARD CEILING OR GYPBOARD CEILING.

ABOVE HARD CEILING OR GYPBOARD CEILING.

1. USE VOLUME DAMPER KRUEGER PRD-10 FOR ROUND DUCTS
NOTES:

USE RIGID DUCT FOR EXHAUST DUCT)

TOP CONNECTION

DIAMETER

FOR RECTANGULAR DIFFUSER
(5'-0" MAXIMUM LENGTH), TYP.

CEILING

ROUND DUCT ADAPTOR

DIFFUSER/ CEILING GRILLE
(USE RIGID DUCT FOR EXHAUST DUCT)

DIFFUSER/ CEILING GRILLE

SIDE CONNECTION

ACOUSTICAL FLEXIBLE DUCT

CEILING

ROUND DUCT CONNECTOR
(5'-0" MAXIMUM LENGTH) TYPICAL

ACOUSTICAL FLEXIBLE DUCT FULLY EXTENDED

DIFFUSER NECK

LINED PLENUM

A X B OR DIAMETER
(W/ 1" THK. LINER)

VOLUME DAMPER

VOLUME DAMPER
~
(TYP)

SEISMIC BRACING
~
~
~
(FLEX. DUCT SHALL NOT BE USED
IN LIEU OF RIGID ELBOW.
3/8"ø MACHINE BOLT
OR (2) #10 S.M.S.

TYPICAL

BOTTOM PER STRAP ROUND DUCT
SCHEDULE FOR SIZE.
#10 SELF TAPPING S.M.S.
(2) EACH SIDE AND (1) ON

GALVANIZED SHEET METAL

STRAP DUCT HANGER
8'-0" O.C.- SEE
OR RECT. DUCT

TYPICAL SQUARE
NOTE:
1 1/2" MIN.

SCHEDULE FOR SIZE.

GALVANIZED SHEET METAL

STRAP DUCT HANGER
8'-0" O.C.- SEE

FOR CONNECTION TO
STRUCTURE, SEE DET.
-
-

1. DUCTS OF 6 SF IN CROSS SECTION OR LARGER SHALL

BE PROVIDED WITH SUPPORT, DIAGONAL SEISMIC

BRACE & LONGITUDINAL BRACE PER MASON WEST
OPM-0043-13.

2. SEE MEP COMPONENT ANCHORAGE NOTES ON SHEET M0.01
FOR REQUIREMENT.
1"X 18 GA.
1"X 16 GA.
1"X 20 GA.

RECTANGULAR DUCT
MAX. HALF
P/2 =192
PERIMETER/IN.

P/2 =72
P/2 =96

OF DUCT STRAP
MAX. LOAD
EACH
HANGER/LBS.
100
300
150

PROVIDE TRANSVERSE BRACING
AT 30 FT. AND LONGITUDINAL
BRACING AT 60 FT.

PROVIDE TRANSVERSE BRACING
AT 30 FT. AND LONGITUDINAL
BRACING AT 60 FT.
2" MIN.

INTERIOR NON RATED WALL

INTERIOR LINED OR EXTERNALLY
INSULATED G.I. DUCT.

PROVIDE 20 GA G.I. BLANK-OFF PLATE
BETWEEN DUCTS, EXTENDING 2" MIN.

BEYOND TOP AND BOTTOM OF WALL

OPENING, AT INTERIOR AND EXTERIOR
FACES.
2" x 2"(MIN.) x 16 GA G.I. ANGLES, TYPICAL AT
(4) SIDES EACH SIDE OF WALL
NO. 10 X 1/2" TEK SCREWS AT 6" O.C., ALL
AROUND. TYPICAL.
24"x24" MAX OPENING
NOTES: 7'-0" MIN.

TO F.F.

FIN. FLR.

FULL HEIGHT STUD

MOUNTING BRACKET

FACTORY SUPPLIED
MOUNT HIGH ON WALL AS SHOWN ON PLANS. SECURE TO WALL

STRUCTURE USING FACTORY PROVIDED BRACKET & TEMPLATE

WITH SCREWS PER MANUFACTURER'S INSTRUCTIONS
P 4 x 16GA x MIN.48" LONG
ATTACH TO A MIN. OF 3 STUDS W/
2-#10 SMS/STUD
L
#14 ST SMS, 1AT EA. CORNER

WALL MOUNTED FAN COIL
(WT:45LBS. MAX, SIZE:
15" x 46" x 9" TALL)
FC
-

PROVIDE WALL

BACKING PER

PER ARCHITECTURE

STRUCTURE DETAIL
3/4" THICK PLYWOOD

SIDES TURNED DOWN
- WATER PROOF SEAMS

PLATFORM WITH
20 GA. G.I. SHEET

METAL COVER OVER
4x SHAPED CURB

ALL AROUND

TOP VIEW

PLATFORM
6"
(TYP.)
WITH 3/8"Øx4" LAG SCREW

SEAL WITH MASTIC

SECURE UNIT TO CURB

LOCATION

OF BOLTS/CLIPS
6" MIN.

CANT STRIP

ROOFING
4x SHAPED SLEEPER. SEE

STRUCTURAL FOR

CONNECTION TO
STRUCTURE.
-
CU
5 2 3 6
FC
CU
-
FIN. FLOOR LEVEL

CONDENSING UNIT

MOISTURE INDICATOR
(SIGHT GLASS)

FILTER DRIER

SOLENOID
VALVE

SERVICE VALVES

GROUND FLOOR

CEILING
12"
6"
INSTALL AND SIZE REFRIGERANT PIPING PER MF'R RECOMMENDATIONS. APPLY LONG LINE APPLICATION DATA IF VERTICAL LINES ARE ABOVE 50 FT.

NO PIPE INSULATION IS REQUIRED FOR LIQUID LINE ON COOLING ONLY UNITS, IF APPLICABLE.

INSULATE BOTH REFRIGERANT PIPES SUCTION LINES & LIQUID ON HEAT PUMP UNITS INSTALL PIPES IN STUD WALL WITH TRISOLATOR PIPE SUPPORT.

NOTES:

FAN COIL UNIT

CEILING MOUNTED
1 1
2 3
4 5
6 FC
1 NOT USED

FAN COIL UNITS SHALL BE LOCATED SUCH THAT UNIT CAN BE SERVICED AND REMOVED WITHOUT REMOVAL OF PERMANENT CONSTRUCTION. LOCATION SHALL ALSO CONFORM TO MANUFACTURER'S RECOMMENDATION.

MOUNT UNIT PER MANUFACTURER

INSTALLATION INSTRUCTIONS

WALL MOUNTED FAN COIL
UNIT
EQUIPMENT PAD. REFER TO STRUCTURAL DETAILS FOR EQUIPMENT PAD ON ROOF.

ATTACH UNIT TO PLATFORM
1/2"Øx4" STAINLESS STEEL LAG

BOLTS AT EACH ANCHOR LOCATION
(MIN. 6 ANCHORS PER UNIT) TYP.
3/4" NEOPRENE PAD
7 PROVIDE ALUMINUM JACKET ON ALL ROOF REFRIGERANT LINES.

LEAD FLASHING

ANCHOR TUBE W/ SELF
MODEL 915 MULTI-FLASH

LEVELING CLIPS
"STONEMAN" SEAMLESS
1580 MULTIFLASH CAP
"STONEMAN"

INSULATED SUCTION LINE

REFRIGERANT INSULATION
(E) ROOF STRUCTURE

UNIVERSAL DOUBLE

SEALING WASHERS

CLAMP BOLT

MULTI-FLASH CAP
SET SCREW (TYP.)

LIQUID LINE

ROOFING
NOTE:

1. INSTALL MULTIFLASH ASSEMBLY PER MANUFACTURER'S INSTRUCTIONS

2. CONTROL & POWER WIRING/CONDUIT MAY RUN THRU FLASHING ASSEMBLY (VERIFY).

3. MUTLI-FLASH ASSY.

1. FOR DESIGN #, SEE ARCH. DWGS.

NOTES:

DUCT

MASTIC ALL AROUND

CAULKED ALL AROUND

INSIDE WALL OUTSIDE
DUCT
SHEET
METAL

AND RETURN DUCT

GOV'T LOCK

ON OUTSIDE OF SUPPLY

WRAP AROUND INSULATION

SHEET METAL

TO DUCT

FLASHING SECURE

SECURE TO WALL

COUNTER-FLASHING

MASTIC ALL AROUND
DUCT THRU EXTERIOR WALL DETAIL NONE 1
SCALE
121
RECTANGULAR DUCTWORK DETAIL 1
2 4
8 7
5 NONE
SCALE
3 9
6 YOUNG REGULATOR REMOTE CABLE SYSTEM DETAIL PIPING SUPPORT ON ROOF DETAIL

DUCT SUPPORT ON THE ROOF DETAIL REFRIGERANT PIPE FLOOR PENETRATION ROUND DUCTWORK DETAIL

WALL REFRIGERANT PIPE PENETRATION DETAIL ROOF EXHAUST FAN DETAIL

CEILING MOUNTED EXHAUST FAN MOUNTING DETAIL
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

D EP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MECHANICAL DETAILS
M5.02
1/2
1/2

SINGLE SINGLE
R
R=W
C.D.

DIAGRAM
LINE
C.D.

D
D/2 W/2
T
45°
W
LINE

DIAGRAM
T
T

CONFIGURATION
W

DOUBLE LINE DOUBLE LINE

CONFIGURATION
5 5

SINGLE SINGLE
45° LATERAL
D" Ø D" Ø 2
D" Ø3
1 D" Ø1
6"
MIN.
45° LAT.

FITTING

FITTING
D" Ø3
45° LATERAL
MIN.

FITTING
D" Ø2
6"
D" Ø3
D" Ø
D" Ø3
1 RECTANGULAR DUCT

DOUBLE LINE

CONFIGURATION
D"Ø
D" Ø
1 3
2 D" Ø
D" Ø
D" Ø1
D" Ø1
D"Ø
X" x Y"
LINE

DIAGRAM
ROUND
DUCT
D" Ø
D" Ø3
D" Ø2
2 D" Ø2
D" Ø1
X" x Y"

CONICAL

FITTING
X" x Y"
D"Ø
LINE

DIAGRAM
45° LATERAL
& REDUCING
D" Ø3
90° ELBOW
2 D" Ø

TRANSITION
D" Ø 1
D" Ø2

FITTING
D" Ø
D"Ø

ROUND TO
ROUND
D" Ø1
2 D" 1

DOUBLE LINE

CONFIGURATION
X" x Y"
1D"
45° LATERAL
& REDUCING

FITTING

THIS PORTION FOR

CONTINUING DUCT
RUN

RECTANGULAR

TO ROUND

TRANSITION

AIRFLOW
FACTORY CURB .

EXHAUST FAN. MAX OPERATING WEIGHT = 63 POUNDS.
(2) #14 SHEET METAL SCREWS ALL 4 SIDES.

FLASHING.

ROOFING.

EXHAUST DUCT. (SEE PLANS FOR SIZES)
ROOF STRUCTURE. (SEE STRUCTURAL DWG'S.)
2 1
8 7
6 5
4 3
EF
-
1 3
4 6
7 8
2 3

ROOF OPENING SIZE
REFER TO EXHAUST FAN CUT SHEET.
36" MAX.
4" MIN.
5 (2) 3/8" Ø HILTI KB TZ (2" EMBED) ALL 4 SIDES.

SEE STRUCTURAL FOR INSTALLATION REQUIREMENTS

HILTI FIRESTOP AND

WATERPROOF CAULKING

REFRIGERANT PIPE

INSULATION
SLEEVE
(E)CONCRETE

FLOOR OR ROOF
NOTES:

1. PROVIDE 16" MIN. SPACING BETWEEN ADJACENT OPENINGS.

2. DO NOT CUT OR DAMAGE REBAR IN EXISTING SLAB.
(N) OPENING.
4" MAX.

WALL
SLEEVE

INSULATION

REFRIGERANT PIPE

HILTI FIRE STOP
SEAL
NOTES:

1. PROVIDE 16" MIN. SPACING BETWEEN ADJACENT OPENINGS.

2. DO NOT CUT OR DAMAGE REBAR IN EXISTING CONCRETE WALL.

3. DO NOT CUT OR DAMAGE EXISTING WALL STUDS.
(N) OPENING.
4" MAX.

INSTALLATION.

CEILING DIFFUSER

OPERATOR

COORDINATE EXACT LOCATION OF CEILING MOUNTED

CONCEALED REGULATOR WITH ARCHITECT PRIOR TO

COVER PLATE

1. NOTE:

DIE CAST

MOUNTING CUP

SOCKET WRENCH

REGULATOR KIT

CONCEALED
AND WIRE (30'-0"

MAXIMUM)

FLEXIBLE CASING

RACK & PINION

ROUND DAMPER FLEXIBLE DUCTWORK

RIGID DUCTWORK

2. PROVIDE YOUNG REGULATOR WITH BOWDEN CABLE CONTROL SYSTEM PIPING

PIPE CLAMP

SIZE TO MATCH CHANNEL AND PIPE
MASTIC

ROOFING MEMBRANCE
NOTE: SPACE SUPPORTS AT MAX. 8'-0" ON CENTER

COOPER B-LINE

DURA-BLOKS
3"Ø MAX.

RUBBER ISOLATOR BUSHING

EXHAUST
FAN

MOUNTED

CEILING CEILING GRILLE
ROD-TYP. OF 4
1/2"Ø HANGER

EXHAUST DUCT SEE

PLAN FOR SIZE(S)

AND LOCATION
CEILING 1/2" NUT & WASHER
(TYP.)
PER 15V/S3

ROD STIFFENER

SEE FOR

CONNECTION TO

STRUCTURE

1. CONNECT TO CEILING REGISTER WITH EXHAUST
DUCT. SEE PLANS FOR SIZES AND LOCATIONS.

NOTE:
-
S
6"
1 1/2"
1 1/2"
WELD TO VERT. ANGLE.
3"x6"x3/16" BASE PLATE 1/8"
1" TYP.

BASEPLATE DETAIL

WATERTIGHT

DUCT SEAMS CAULKED
1/8"

TYPICAL RECTANGULAR

SUPPLY OR RETURN

DUCTWORK
1 1/2"x1 1/2"x1/8" GALV. ANGLE

SUPPORT FRAME- REFER TO

ROOF PLAN FOR THE LOCATIONS
48" MAX.
6"x3"x3/16" BASE PLATE WELD

TO VERTICAL ANGLE SECURE
TO ROOF WITH (2) 1/4"ø LAG
SCREWS

INSTALL SEALANT COVER

DIRECTLY ABOVE SEALANT

FACTORY SOLDERED

SEAMS, MODEL A/S
NOTE:

ANGLE FLASHING SHALL BE AS MANUFACTURED BY SBC
INDUSTRIES, MODEL A/S, FABRICATED FROM 26 GA.

STAINLESS STEEL, TYPE 304, 2B FINISH.

ROOF

ROOF FRAMING

PER STRUCT'L
#10 S.M.S.-MIN. (2)
EACH SIDE. TYPICAL
PROVIDE 2" LINER FOR

ALL EXPOSED DUCTWORK
NEW 8x BLOCKING, W/LUS EA. END

TO RAFTER CONNECTION DETAIL A
(2) 1/4"ø x 3" LAG SCREW
(2) 1/4"øSDS x 4 1/2" LAG

SCREW PER BASEPLATE
PROVIDE 2"x2"x3/16" ANGLE FOR SIDE OF

LATERAL BRACE AT EVERY SUPPORT AND

LONGITUDINAL BRACE AT EVERY OTHER

SUPPORT FRAME-WELD TO VERTICAL ANGLE
WITH 3/16" CONT. FILLET WELD EACH END."
(TYP.)
1 1
1 / 2 SUPPORT HEIGHT

SUPPORT

BLOCKING WHERE REQ'D
FRAME
SIMPSON "U"

HANGER EACH END
ROOF

RAFTER CONNECTION DETAIL

ROOF FRAMING
A
4x6 BLOCKING W/LUS EA. END
122
INLINE EXHAUST FAN MOUNTING DETAIL 1
2 6 4
NONE
SCALE
3 MANUFACTURE ROOF CURB FOR MAKE-UP AIR UNIT MAU-1-1 DUCT UP THRU ROOF DETAIL

ROOFTOP PACKAGED UNIT MOUNTING DETAIL
FACTORY VIBRATION ISOLATION CURB FOR TRANE RTU ( 4 TO 6 TON)

MAKE-UP AIR UNIT ON ROOF SUPPORT DETAIL
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MECHANICAL DETAILS
M5.03

RUBBER ISOLATOR BUSHING

EXHAUST
FAN
INLINE

CEILING
1/2" NUT & WASHER
THAN 3'-0" (TYP.)
(TYP.)

ROD CLAMP IF LENGTH IS MORE
ADD 1"x1"x1/4" ANGLE STIFFENER

EXH DUCT
1/2"Ø HANGER
ROD-TYP. OF 4
~
~
1 8
" DIA. 7x9 GALVANIZED

ARICRAFT CABLE

BRACING
(TYP.)
1 1

PLAN VIEW
~
~
~
~
1/2"Ø HANGER
ROD-TYP. OF 4
1 8
" DIA. 7x9 GALVANIZED

ARICRAFT CABLE

BRACING
(TYP.)

FOR CONNECTION TO STRUCTURE ABOVE
SEE STRUCTURAL DETAIL.

FLEX. CONNECTION
(TYP. FOR INLET &

DISCHARGE
RTU
-

WOOD NAILER

PERIMETER FRAME

ON ROOF

A/C UNIT

SECURE SEISMIC TIE-DOWN PLATE

TO CURB PER CURB MANUF'S
INSTRUCTIONS. SEE DET-2,3/M605
ROOF
(N)ROOF JOIST ON
BOTH SIDES. SEE

STRUCTURAL DETAIL

BLOCKING, SEE

STRUCTURAL DETAILS

DUCTWORK (LINED)
(SEE PLANS FOR

SIZES & LOCATIONS)

20.5"
MAX
NOTES:

1. COORDINATE WITH STRUCTURAL ROOF FRAMING PLAN.

LAG SCREWS. SEE STRUCTURAL

DETAILS
S--
-
DOUBLE SKIN FOR VERTICAL EXT.

LINED DUCT
(N)PLYWOOD
SHTG. SEE
STRUC DET.

GASKETING
#12 SHEET METAL SCREWS
14 GA SEISMIC STRAPS
SEE DETAIL-2,3 ON M604.

FACTORY SPRING ISOLATOR

CONTINUOUS NEOPRENE WEATHERSEAL
12 GA BOTTOM CURB
12 GA C SECTION AT EACH

ISOLATOR

FLEXIBLE DUCT CONNECTION AT
DISCHARGE OPENING. SEE 2/M601
FLEX DUCT CONNECTION.

AWATER PROOFING -

AND ROOFING PER

FLEX CONNECTION

RIGID INSULATION

FIBER CANT

FLASHING

PLAN VIEW
TYPICAL (10)
FILL ENTIRE VOID SPACE IN ROOF CURB WITH BATT INSULATION.

SEE ARCHITECTURAL DWG'S FOR

CONNECTION TO STRUCTURE

PREFAB ROOF CURB

PER STRUCTURAL DWG'S
1 MAU
EQ EQ
60" (TYP.)

1. ROOFING PER ARCH'L

ANGLE BY CURB MANUFACTURER
#16 GAUGE UNIT HOLD-DOWN
(4) #14 TEK SCREWS CLIP TO CURB

LOCATION OF

SEISMIC CLIPS
NOTES:

JOISTS OR BLOCKING
1-1
MAU

WOOD NAILER
(4) 1/4" TEK SCREWS CLIP TO UNIT
A-
-

DUCTWORK, SEE

PLANS FOR SIZE

AND LOCATION

UNIT GASKET
SIMPSON A35

EACH SIDE
(2) EACH SIDE.
3/8"Ø LAG SCREW
NEW 3x BLOCKING
-TIGHT
FLASHING, SEAL WATER22 GA. GALV. COUNTERFOR A/C UNITS.

ACOUSTICAL DUCT LINER

CAULK & SEAL

WATERTIGHT
MIN. 6" HEIGHT
ROOF

SEE PLANS

FOR DUCT SIZE
#10 SMS AT 6"
O.C. MAX.

ALL SIDES BY

ROOFING UP

CANT STRIP BY
2 1/2" MIN.

ROOFING

CONTRACTOR

ROOFING

CONTRACTOR
EXISTING OR NEW 4x BLOCKING
@ PLYWOOD EDGE WITH (3)10d

TOENAILS EACH END
NOTES:

1. FOR ALL EXPOSED METAL, PROVIDE STAINLESS STEEL, HOT DIP GALVANIZED OR OTHER CODE APPROVED CORRISON RESISTANT COATING.

2. ALL FASTENERS SHALL BE STAINLESS STEEL, HOT DIP GALVANIZED OR OTHER CODE APPROVED CORRISON RESISTANT COATING. 3/8" Ø THRU BOLT (2) EA. SIDE
5 123
REGISTER ON EXPOSED ROUND DUCT DETAIL 1
8 2
7 5
NONE
SCALE
9 6 3
-
- BOILER DUCT FLUE DETAIL TYPICAL DUCT SECTION IN EXPOSED AREA - - COMBINATION SMOKE FIRE DAMPER DETAIL
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MECHANICAL DETAILS
M5.04
ACCESS DOOR DETAIL NONE 1
SCALE
1/2" ALL-THREAD ROD

AND DUCT BAND
SWS

PRICE SDGE FLUSH

SPIRAL MOUNTED

DOUBLE DEFLECTION

SUPPLY REGISTERS WITH
FACTORY EXTRACTOR.

DUCTS AND GRILLES PRIOR TO INSTALLATION (TYP.)

3. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT THE FINAL ELEVATION OF EXPOSED

LIGHT FIXTURE

SPIRAL DUCT MOUNTED GRILLE
(TYP.) (TYP.)

LINED SPIRAL DUCT
TRUSS
(TYP.)

1. NOTES:

SEE NOTE #3

2. FINISH FLOOR
BE SPIRAL DUCTWORKS, UNLESS NOTED OTHERWISE.

ALL LOW PRESSURE DUCTWORK FROM OUTLET OF THE FC TO DIFFUSERS SHALL AND ALL AROUND BOTTOM OF DUCT NO LOWER THAN 9'-8" (IF ANY DISCREPANCIES

STRUCTURAL MEMBERS SO AS TO MAINTAIN A BOTTOM OF DUCT AS HIGH AS POSSIBLE

CONTRACTOR SHALL INSTALL/TRANSITION MAIN DUCTWORK TIGHT TO UNDERSIDE OF NOTIFY ARCHITECT/ENGINEER).

4. EXPOSED SPIRAL DUCT SHALL BE LINED PER PLAN.

SHALL BE PER SMACNA

AIRCRAFT CABLE DUCT

REGULATIONS)

STRAPS (SEISMIC BRACING
MAX. 36" DUCT HT. FOR
SMOKE

DETECTOR

SMOKLE DETECTOR

FRACTION OF IT ADD
EACH ADDITIONAL 36" OR

1. ENTIRE INSTALLATION MUST BE LISTED APPROVED
CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR.

2. DAMPER SHALL BE NORMALLY CLOSED WITHOUT POWER.

3. DUCT SMOKE DETECTORS SUPPLIED BY ELECTRICAL
BY STATE FIRE MARSHAL'S OFFICE. SUBMIT
SHOP DRAWINGS FOR APPROVAL.

S.M.S. AT 8" ON CENTER.

SECURE TO COLLAR WITH #I0
MIN. 1 1/2"x1 1/2"x14 GA. G.I.

NOTE:
120V-1ø-60HZ

POWER SUPPLY
DUCT

DAMPER OPERATOR
DAMPER

DUCT SMOKE/FIRE
N
CB
H
WIRING BY ELECT.

CONTACT IN

DETECTOR

AUXILIARY

TO FIRE ALARM

SYSTEM SIGNAL

OPERATOR SHALL BE CONTROLLED
(1) DUCT DETECTOR FOR
BREAK-AWAY DUCT CONNECTION "S"

SLIP OR EQUAL FOR RETANGULAR

SAMPLE TUBES

MOUNTING BOLT
CONTRACTOR BEFORE ORDERINGVOLTAGE- VERIFY WITH ELECTRICAL

ELECTRIC DAMPER MOTOR OPERATOR
NO. 3225-0368:110 @ 3230-0368:111

SMOKE BARRIER-WALL CONSTRUCTION

ACCESS DOOR
(TYP.)
DUCT
SLEEVE

AT EACH END

PROVIDE DUCT SUPPORT
FSD-142 DUCT FIRE\

FIRE MARSHAL LISTING
SMOKE DAMPER. STATE
"POTTORFF" MODEL

SEE ARCHITECTURAL DRAWINGS
DUCT
BY DUCT DETECTOR.

MENDATION.-SAMPLE TUBES

SHALL EXTEND FULL
WITDTH OF DUCT.

PER MFR'S. RECOMNOTE 3.-MOUNTING AS
SMOKE BARRIER.-SEE

LOCATED UPSTREAM OF

DUCT SMOKE DETECTOR
SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

ACCORDANCE WITH U.L. STANDARDS 555 & 555S.

4. DAMPER SHALL BE CONSTRUCTED TESTED & INSTALLED IN
FIRE MARSHAL LISTING NO. 7465-368:100.

5. ELECTRICAL OPERATOR SHALL CARRY CALIFORNIA STATE
I

TEST SWITCH
• •

TEST SWITCH

IDENTIFY SERVICE

CONTINUOUS HINGE
DUCT

DUCT ACCESS DOOR

OF DOOR
12x12 MIN. SIZE

SECURE INSULATION

TO PREVENT FRAYING

TYPICAL

EACH SIDE
A
SECTION "A-A"

ACCESS DOOR

GASKET AND SEAL

INSULATION TRIM STOP

ALL AROUND DOOR
(NOT REQUIRED ON

AROUND OPENING

SECURE TO DUCT WITH

DUCT WITH LINER)

INSULATION
22 GA. CHANNEL
POP RIVETS- MIN. (3)
DAMPER
FIRE
A
124

BOILER DUCT FLUE
(SEE PLAN FOR SIZE)

ROOF THIMBLE

VENTILATED

ROOF FLASHING

SEE ARCH'L DWGS
CODE

ROOF OR AS PER LOCAL
4'-0" ABOVE FINISHED

BOILER FLUE

STORM COLLAR

ROOF CONSTRUCTION

SEE STRUCT'L AND ARCH'L DWGS

CLAMP SUPPORTED

FROM ROOF

FLUE CAP
RELIEF

BAROMETRIC

SEE AQUATICS DRAWINGS FOR BOILER INFORMATION
W/1" GAP

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

FILE PATH:

MECHANICAL SCHEDULES
M6.01

ROOF TOP HEAT PUMP PACKAGED UNIT SCHEDULE

COOLING CAPACITY

SENSIBLE
(MBH) MAKE MODEL

MANUFACTURER
(MBH)

TOTAL EDB
(°F)

EWB LDB
(°F) (°F)

EVAPORATOR COIL
OUTPUT

HEATING (HEAT PUMP)
LWB
(°F) (MBH)
INPUT

CFM (MBH) (COP)
EFF %

SUPPLY FAN

REMARKS
HP
TONS

EER/IEER SEER

MOUNT'G

DETAIL TAG

WEIGHT (LBS)
RTU CURB P.E/ECON TOTAL
MIN
OSA
CFM

EXTRNAL
SP
IN.WG.

MCA MOCP

ELECTRICAL FOR RTU
POWER
ELECTRICAL FOR POWER EXHAUST (P.E)
MOTOR
HP FLA
POWER

MCA MOCP
ESP
IN.WC.

MAKE, MODEL
& TYPE

ECONOMIZER
MAKE &
MODEL
TRANE 460V-3Ø-60HZ 2.75 19.0 25.0 0.50 3.375 0.75 1.5 1.875 460V-3Ø-60 2400 1.2 480 75.83 56.37 12.1 15.5 80.0 67.0 55.73 55.64 - 73.65 - 829 687 331 1940 RTU
1-1 WHC074H4R0A 6
CANFAB
MODEL 6144-PE/MPE
CANFAB
MODEL 6144-PE/MPE
-
M
1 3 4 6
TRANE 460V-3Ø-60HZ 1.5 11.0 15.00 - - - - - - 1600 1.2 300 46.52 36.86 13.0 16.5 80.0 67.0 57.20 57.12 - 43.66 - 679 687 N/A 1435 1 4 8 RTU
1-2 WHC048H4R0A 4

FACTORY PROVIDED

ECONOMIZER
-
-
M
REMARKS 1 2 3 PROVIDE 0-100% FULLY MODULATING ECONOMIZER AND INTEGRAL POWER 4 VERTICAL SUPPLY AND RETURN DUCT DISCHARGE EXHAUST WITH DRY-BULB INTEGRATED CONTROL. PROVIDE DUAL, SEPARATE POWER TO UNIT AND POWER EXHAUST. PROVIDE CARBON DIOXIDE (CO2) SENSOR FOR DCV CONTROL.

PROVIDE FAULT DETECTION DIAGNOSTICS PER T-24 120.2(I).
9 PROVIDE 0-100% FULLY MODULATING ECONOMIZER WITH DRY-BULB INTEGRATED CONTROL AND BUILT IN RELIEF DAMPER.

PROVIDE FACTORY VIBRATION ISOLATION CURB. PROVIDE MERV 13 FILTER WITH FACTORY INSTALLED CONTROLLER TIED TO RTU. 5 7

PROVIDE DUCT SMOKE DETECTOR ON SA DUCT PER FIRE ALARM
DRAWINGS.
2 2
6 PROVIDE SEPARATE POWER FOR POWER EXHAUST.
10 HORIZONTAL SUPPLY & RETURN DUCT DISCHARGE.
7 8 PROGRAMMABLE THERMOSTAT TIED TO RTU. PROVIDE ALL

NECESSARY CONTROLS, EQUIPMENT, PROGRAMMING, WIRING AND
CONDUITS FOR CONNECTION EXISTING EMS.
8 9
TRANE 460V-3Ø-60HZ 1.5 11.0 15.0 - - - - - - 1600 1.2 385 46.73 37.07 13.0 16.5 80.0 67.0 57.20 57.12 - 43.58 - 679 687 220 1950 1 8 RTU
2-1 WHC048H4R0A 4
CANFAB
MODEL SUB-6141-HEC
-
-
M
2 9
TRANE - - - - - - 1600 1.2 385 46.73 37.07 13.0 16.5 80.0 67.0 57.20 57.12 - 43.58 - 679 687 220 1950 RTU
2-2 WHC048H4R0A 4
CANFAB
MODEL SUB-6141-HEC
-
-
M
TRANE - - - - - - 1600 1.2 385 46.73 37.07 13.0 16.5 80.0 67.0 57.20 57.12 - 43.58 - 679 687 220 1950 RTU
2-3 WHC048H4R0A 4
CANFAB
MODEL SUB-6141-HEC
-
-
M
TRANE 460V-3Ø-60HZ 1.5 12.0 15.0 2000 1.2 400 58.61 46.64 13.0 16.4 80.0 67.0 57.26 57.17 - 56.60 - 678 687 331 1780 1 4 8 RTU
2-4 WHC060H4R0A 5
CANFAB
MODEL 6142-PE/MPE
-
M
2 10
1 2 8 9 10
1 2 8 9 10
TRANE - - - - - - 1600 1.2 380 46.52 36.86 13.0 16.5 80.0 67.0 57.20 57.12 - 43.66 - 679 687 N/A 1435 1 4 8 RTU
2-5 WHC048H4R0A 4

FACTORY PROVIDED

ECONOMIZER
-
-
M
2 9

0.50 3.375 460V-3Ø-60 0.75 1.5 1.875 CANFAB
MODEL 6142-PE/MPE
6 SPLIT SYSTEM AIR CONDITIONER SCHEDULE - INDOOR UNIT SPLIT SYSTEM AIR CONDITIONER SCHEDULE - OUTDOOR UNIT

MANUFACTURER
MODEL NO.

AND

MANUFACTURER
MODEL NO.

AND ROOM SERVED IEER

ELECTRICAL
MOCP V-Ø-HZ

REMARKS
FLA V-Ø-HZ

ELECTRICAL

REMARKS

MCA MCA

AIRFLOW
CFM

ANCHORAGE
DETAIL

REFRIGERANT LINES

MCOP LIQUID
(LBS.)
WEIGHT

OPERATING

ANCHORAGE

DETAIL SUCTION

AMBIENT EER
DB- °F.

REFRIGERATION

SYMBOL SYMBOL
POWER TO BE SUB FED FROM OUTDOOR CONDENSING UNIT. GROSS COOLING CAPACITY BASED ON 101° F TEMPERATURE OF AIR ENTERING CONDENSER.

SIZE RL & RS LINES PER MANUFACTURER'S RECOMMENDATION BASE ON TOTAL DEVELOPED LENGTH.

COMPLETE WITH MOUNTING BRACKETS, CLEANABLE FILTERS (2)9x12, WALL MOUNTED REMOTE CONTROLLER AND MAXIBLUE CONDENSATE PUMP (120V-1). POWERED FROM FAN COIL UNIT.

PROVIDE SAFETY SWITCH.
-
M1 2 3 4
FC
1-1

MITSUBISHI HIGH WALL

DUCTLESS MODEL
TPKA0A0121LA00A
BATTERY RM 360 101 208V-1Ø-60HZ 28.0
-
M1 2
CU
1-1

MITSUBISHI CONDENSING

UNIT MODEL
TRUZA0121KA70NA
12,000
FC
1-1
10,560 21.1 13.3 11.0 28 208/230V-1Ø-60HZ 1/2 1/4 93
1 2 3
4 LVG. AIR
DB °F.

51.8 1 1 1 14,000

OPERATING COOLING
WEIGHT
(LBS.)
UNIT
SERVED

46.0 ACOUSTIC
DATA
(dBA)

48.0 ACOUSTIC
DATA
(dBA)
1 2 3 4
FC
1-2 ELEV. CONTROL RM 450 101 208V-1Ø-60HZ 28.0 1 2
CU
1-2
18,000
FC
1-2 56.9 1 1 1 48.0 13,140 19.8 10.7 11.0 28 19,000 208/230V-1Ø-60HZ 1/2 1/4 100 46.0 TOTAL
(BTUH)
SENS.
(BTUH)

HEATING
TOTAL
(BTUH)
HSPF

10.2 11.2
FC
1-3
1 2
CU
1-3
FC
1-3
BOTH REFRIGERANT PIPING SHALL BE INSULATED.
8 8
8 -
M-
-
MMITSUBISHI HIGH WALL

DUCTLESS MODEL
TPKA0A0181LA00A

MITSUBISHI CONDENSING

UNIT MODEL
TRUZA0181KA70NA
-
MMITSUBISHI HIGH WALL

DUCTLESS MODEL
TPKA0A0121LA00A
LIFEGUARD 360 101 51.8 1 1 1 208V-1Ø-60HZ 28.0 48.0
-
M1 2 3 4

MITSUBISHI CONDENSING

UNIT MODEL
TRUZA0121KA70NA
12,000 10,560 21.1 13.3 11.0 28 14,000 10.2 208/230V-1Ø-60HZ 1/2 1/4 93 46.0

AREA SMOKE

DETECTOR
(LBS.)
OPER.

FILTER WEIGHT
MBH
INPUT
HP MBH
MOTOR

HEATING FURNACE

SERVED TSP BHP RPM OUTPUT
AREA
& MODEL NO.

MANUFACTURER

REMARKS
CFM

ANCHORAGE
DETAIL

SHUT DOWN REFERENCE

MAKE-UP AIR UNIT SCHEDULE

MCA MOP

SUPPLY AIR BLOWER

SYMBOL VOLTAGE

LOCATION
GAS
CONN
EFF
1 ROOF CURB ARE BY MANUFACTURE. VERIFY SLOPE OF
ROOF WITH ARCHITECTURAL ROOF PLANS.

TWO STAGE GAS VALVE. 2
BMS

INTERLOCK
WITH
("WG)
MAU
1-1
-
CSAA006 -
TRANE
2300 2.176 1.27 - 1.5 460-3-60 120 95 2.75 15.0 YES
1622 -
-
RESTROOM ROOF RIGHT 80% 1 2
EF
1-4

REMARKS
-
-
THIS BUILDING HAS TOTAL AREA COVERAGE FOR SMOKE DETECTION.

SEE FIRE ALARM DRAWINGS FOR CONTROL RELAYS TO SHUT DOWN HVAC UNITS.
3 3
ACCESSORIES:

SYMBOL
POWER

V-PH-HZ

SONES ACCESSORIES REMARKS

FAN SCHEDULE

RPM DRIVE
MOTOR
LBS
WEIGHT

OPERATING

CFM RPM HP
IN. WC.

SP
BLOWER

AND SERVICE LOCATION
MODEL NO.

MANUFACTURER

SUPPORT
DETAIL
REMARKS:
1 VARI GREEN EC MOTOR WITH 0-10 VDC INPUT SIGNAL TO VARY FAN SPEED AND BALANCING DIAL. 1 FAN SELECTED FOR 10% MORE THAN BALANCE CFM.

EF-1-1 CEILING 300 0.25 1/4 1641 1725 15.3 115-1-60 DIRECT 50

GREENHECK
SQ-97-VG
KITCHEN 2
2 BACKDRAFT DAMPER.

REMARKS:
-
EF-1-2 CEILING 110 0.25 11 WATTS 861 - 0.8 115-1-60 DIRECT 10

GREENHECK
SP-AP0511W
ELEC. RM - 2
EF-1-3 CEILING 75 0.25 11 WATTS 831 - 0.8 115-1-60 DIRECT 10

GREENHECK
SP-AP0511W
BATTERY RM - 2
EF-1-4 RESTROOMS ROOF 2500 1.0 1 1678 1725 16.5 115-1-60 DIRECT 78 -

GREENHECK
G-140-VG
1 1
-
2 11 ADDED 5% ON THE UNIT WIGHT FOR OTHER MANUFACTURER CAN BID ON THE PROJECT. 11 11
11 11
11 11
11 3 PRE-FAB ALUMINUM SOUND ATTENUATOR ROOF CURB. 4 BIRD SCREEN. 3 4
EF-2-1 RESTROOMS ROOF 650 0.5 1/4 1615 1725 10.3 115-1-60 DIRECT 49 -

GREENHECK
G-098-VG
1 1
-
2 3 4

FIRST FLOOR

SECOND FLOOR

SECOND FLOOR
AREA
SERVED
3 460V-3Ø-60HZ 1.5 15.00 11.0
460V-3Ø-60HZ 1.5 15.0 11.0
460V-3Ø-60HZ 1.5 15.0 11.0
4 4 INCLUDED MANUFACTURE ROOF CURB'S WEIGHT.
-
EF-3-1 ROOF 100 0.25 1/4 861 1725 2.7 115-1-60 DIRECT 49 -

GREENHECK POOL BLDG
G-097-VG
1 1 CHEMICAL 3042 3 4
EF-3-2 ROOF 100 0.25 1/4 861 1725 2.7 115-1-60 DIRECT 49 -

GREENHECK POOL BLDG
G-097-VG
1 1 CHEMICAL 3052 3 4
125
MIN
OSA
CFM
-
-
30 5
5 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO
SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE

FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR
REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE

USED FOR ANY OTHER PURPOSE AND MAY NOT BE

C I T Y O F G A R D E N A

DEP AR TM EN T OF PU B LI C W O R K S - ENG I NEER I NG

COMMUNITY AQUATICS & SENIOR CENTER
APPROVED BY:

APPROVED BY: DIRECTOR OF PUBLIC WORKS
SHT. OF DWG. NO.

INITIAL DATE

DRAWN BY

CHECKED BY
NO. DESCRIPTION DATE APPROVED
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

R E V I S I O N S
PREPARED BY:

MECHANICAL CONTROLS DIAGRAMS
M7.01
NONE
SCALE
1 NONE
SCALE
2 SCALE
4 NONE
SCALE
5 NONE
SCALE
(NOT USED) 3
CU
-
FC
-
208/1/60
C.B
D.S
1 2

LOW VOLTAGE
WIRING

TYPICAL CU UNIT

OUTDOOR UNIT

TYPICAL FC UNIT

INDOOR UNIT
M M M
M
E
E

LOW VOLTAGE
208/1/60
C.B
D.S
E
E

PROVIDE BMS CONTROLLER WITH
- SUPPLY TEMP SENSOR.
- CURRENT SENSOR.
- ENABLE-DISABLE, STATUS.
- VISUAL LOGIC DISPLAY CONTROLLER WITH TEMPERATURE
- SPACE TEMPERATURE ALARM.

TYPICAL FOR:

FC/CU-1
FC/CU-2
FC/CU-3
FC/CU-4
FC/CU-5

SPLIT SYSTEM WIRING AND CONTROL

COMMUNICATION RISER
LEGEND:
= PROVIDED BY ELECTRICAL CONTRACTOR
= PROVIDED BY CONTROLS CONTRACTOR
= PROVIDED BY MECHANICAL CONTRACTOR
C
M
E
CM= FURNISHED BY CONTROLS CONTRACTOR /INSTALLED BY MECH. CONTRACTOR

LOW VOLTAGE DC WIRING

LINE VOLTAGE AC WIRING
BCM
SWITCH
LOCATION: DATA ROOM
CP-1

NPB-PWR-H

MAKE-UP AIR UNIT SCHEDULE

EXISTING

DISTRICT-WIDE SYSTEM
NOTES:

1. ALL 120VAC POWER PROVIDED BY DIV26
ELECTRICAL.

2. RUN NEW BACNET MSTP CABLE BASED ON
FIELD DETERMINED BEST DAISY-CHAIN RUN.
120 VAC
NOTE
120 VAC
NOTE
NOTE

BACNET/MSTP

BACNET/MSTP
CONNECT CAT5E TO TRUNK 1
EF

CONTROL PANEL
120 VAC
NOTE
(TYPICAL)
BAS

TEMP (TYP)
NOTE

CONTROL SYSTEM OVERALL VIEW
LOCATION: AT UNITS
NONE

CONTROLS SYSTEM ARCHITECTURE

BMS POINTS SUMMARY TABLE FOR EXHAUST FANS

POINT ID

POINT DESCRIPTION BMS TYPE(S)

ADDITIONAL

PARAMETERS
1 2

GENERAL NOTES

REFER TO MECHANICAL EQUIPMENT SCHEDULES FOR
FURTHER DETAILS AND EQUIPMENT QUANTITIES.

1. 2. THE CONTROL DIAGRAM IS USED TO SHOW THE

CONTROL POINTS AND SHALL NOT BE USED FOR
ACTUAL EQUIPMENT LAYOUT. REFER TO MECHANICAL
SUBMITTALS FOR ACTUAL EQUIPMENT CONFIGURATION.

EF START/STOP AO

EF RUN STATUS BI
WITH ECM MOTOR (0-10VDC)
ROOF

EXHAUST
AIR

BACKDRAFT
DAMPER
M
MC
EF
IS
1 1 2
QC
1 D/S
-
EF

EF MOTOR

ECM MOTOR
x
EF
115/1/60
3 4

EF START/STOP BO

EF RUN STATUS BI

EXHAUST FAN CONTROL DIAGRAM
TYPICAL 3
TYPICAL 7
1 1
1 1
X
FC
1 X
EF

BASIC FEATURES OF PACKAGED DX UNIT
- FILTER DP SWITCH OR SENSOR
- OA DAMPER, NORMALLY CLOSED
- FAN STATIC PRESSURE HIGH LIMIT SWITCH
- HIGH AND LOW TEMPERATURE LIMIT SETPOINTS AND ALARMS
- INTEGRAL CONTROLS CABINET SECTION
- INTEGRAL MICROPROCESSOR CONTROLLER & LOGIC
- SINGLE POINT POWER CONNECTION
- INLET AND DISCHARGE RAIN HOODS
- IMPACT RESISTANCE LABEL
- FIRE ALARM SHUTDOWN DIGITAL INPUT
- SUPPLY AIR TEMP CONTROL, DEWPOINT CONTROL/DEHUM MODE
SEQUENCE OF OPERATION:

A. THE UNIT WILL BE ENERGIZED TO OCCUPIED MODE BY TIME OF DAY PROGRAMMING VIA MANUFACTURER'S PROGRAMMABLE THERMOSTAT.

WHEN ENERGIZED, MANUFACTURER'S INTEGRAL CONTROLLER SHALL CONTROL ALL UNIT'S FANS, COMPRESSORS, HOT GAS VALVES AND AUXILIARIES TO MAINTAIN COOLING AND HEATING SET POINTS.

B. DURING OCCUPIED PERIODS, WHEN ENERGIZED, THE FAN SHALL RUN CONTINUOUSLY.

C. DURING UNOCCUPIED PERIODS, THE FAN WILL CYCLE WITH A CALL FOR HEATING OR COOLING TO MAINTAIN UNOCCUPIED SET POINTS.

D. CONTROL POINTS FOR MFR.'S CONTROLLER:

1. UNIT STATUS - ON/OFF/MODE.

2. UNIT ALARM.

3. DIRTY FILTER ALARM.

4. OUTSIDE AIR TEMPERATURE.

5. SPACE TEMPERATURE.

6. SPACE TEMPERATURE SET POINT.

7. SPACE HUMIDITY SET POINT.

E. COOLING CONTROL: WHEN SPACE CONDITIONS INDICATE TEMPERATURE ABOVE SET POINT OF 72º F (ADJUSTABLE), ENERGIZE COOLING MODE.

F. MFR.'S INTEGRAL CONTROLS OPERATES REFRIGERANT SYSTEMS TO MAINTAIN SPACE TEMPERATURE SET POINT. UPON SATISFYING SPACE TEMPERATURE SETPOINT, THE UNIT'S FAN VFD SHALL MODULATE THE FAN SPEED TO PREVENT OVERCOOLING OF THE SPACE.

G. FOR SYSTEMS WITH HOT GAS REHEAT COILS, MODULATE REHEAT BASED UPON SPACE HUMIDITY WHILE CONTROLLING COOLING TO SPACE TEMPERATURE SET POINT.

H. FOR SYSTEMS WITHOUT HOT GAS REHEAT, CYCLE FAN ON AND OFF WITH FULL COMPRESSOR CAPACITY WITHOUT FAN OFF TIME DELAY RELAYS.

I. HEATING CONTROL: WHEN SPACE CONDITIONS INDICATE AN AIR TEMPERATURE BELOW HEATING SET POINT OF 68º F (ADJUSTABLE), ENERGIZE HEATING MODE.

J. MFR.'S INTEGRAL CONTROLS OPERATES HEATING CONTROLS TO MAINTAIN SPACE TEMPERATURE SET POINT.

K. OUTSIDE AIR VENTILATION: THE INTEGRAL CONTROLS SHALL MODULATE THE OA DAMPER TO MAINTAIN MINIMUM REQUIRED OUTDOOR AIR.

THIS IS TO BE ACHIEVED EITHER BY AN AIRFLOW MEASURING STATION OR BY DP ACROSS THE OA DAMPER. THE OA DAMPER SHALL MODULATE BETWEEN THE SETPOINTS OF THE DP AT THE SUPPLY FAN'S MAXIMUM AND MINIMUM FLOWS.

L. FILTERS: PROVIDE DIRTY FILTER SWITCH FOR EACH FILTER SECTION WITH DIRTY FILTER ALARM.

GENERAL NOTES:
· THIS DIAGRAM REPRESENTS INTERNAL CONTROL POINTS FOR COMMON MANUFACTURERS EQUIPMENT OFFERINGS. THE DIAGRAMS ARE TO SHOW INTENT AND EXPECTED LEVEL OF QUALITY/OPERATION. · CONTROL FOR THE PACKAGED UNIT SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER, AND SET UP BY THE MANUFACTURER'S REPRESENTATIVE. FIELD MOUNTED UNIT CONTROLS ARE NOT ACCEPTABLE SINCE ITS DX. · THE BAS CONTRACTOR SHALL BE RESPONSIBLE FOR STANDARD POINTS OF CONNECTION TO THE BUILDING BAS NETWORK. · THE BAS CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING REMOTE DEVICES INCLUDING TEMP SENSORS, DP SENSORS, ETC. · THE BAS CONTRACTOR SHALL HELP WITH THE UNIT SETUP AND PROGRAMMING RELATED TO INPUT/OUTPUT VALUES FOR TEMPERATURES, ALARMS, AND TIME OF DAY SCHEDULES.
· IF A SMOKE DAMPER OR FIRE-SMOKE DAMPER IS REQUIRED THEN THE SMOKE DAMPER ACTUATOR POWER SHALL ORIGINATE IN THE UNIT'S CONTROL CABINET AND WIRED TO AUX CONTACTS. THE SMOKE DAMPER ACTUATOR WILL BE PROVIDED BY MECHANICAL TO BE 24V SPRING CLOSED. WHEN THE UNIT IS ON, CONTROL POWER FROM THE (FAN) CONTROL CIRCUITS SHALL PROVIDE POWER TO OPEN THE DAMPER WHEN THE UNIT IS ON. WHEN THE UNIT IS OFF, CONTROL POWER WILL BE OFF, SO THE SPRING IN THE SMOKE DAMPER ACTUATOR SHALL CLOSE AUTOMATICALLY. THE COMMISSIONING FIELD TEST WILL BE TO HAVE THE FIRE-SMOKE DAMPER CLOSE WHEN THE UNIT IS MANUALLY TURNED OFF.

M M VFD
T H
T
DP

T T TLL
SUPPLY
FAN
SP
HL

RETURN AIR
FAN

STARTERS
BAS

TERMINAL
STRIP
SINGLE
POINT

DISCONNECT
FS
NC
S
COOL
DX
REHEAT
DX

COMPR COMPR
M

SPACE SENSORS

EXHAUST FAN INTERLOCK

CONDITIONED

CONTROL

CABINET

CONVENIENCE

RECEPTACLE

POWER BY ELEC

REMOTE DEVICE (IF REQUIRED)

BAS NETWORK CONNECTION

FIRE ALARM SHUTDOWN

SUPPLY DUCT

DUCT MOUNTED

FIRE/SMOKE DAMPERS IF
REQUIRED. SEE PLANS.

WIRING
TO FA
SYSTEM
FIELD WIRING 24V FROM FAN

STARTER CIRCUIT TRANSFORMER

TO FIRE/SMOKE DAMPER

CONDENSING SECTION
· RHP-L1
· RHP-L2
· RHP-L3
· RHP-351
· RHP-352
TYPICAL FOR:

DX PACKAGE ROOFTOP UNIT SCHEMATIC - HEAT PUMP VAV

ROOF TOP HEAT PUMP PACKAGED UNIT
120 VAC
NOTE 1
TYPICAL 7
X
RTU
X
MAU
126

GENERAL NOTES

1. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OR EXPRESSED

REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE

PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT

PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS.

2. THESE PLANS AND SPECIFICATIONS AND ALL WORK AND MATERIALS

SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY

REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING:
a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2019 EDITION.
b. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2019 EDITION.
c. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2019 EDITION.
d. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2019 EDITION.
e. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER

ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA

DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND
STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
f. THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). g. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS.
h. THE MOST CURRENT APPROVED ISSUES OF ANY NOTED

SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE.

3. THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, FIRE ALARM

AND LOW VOLTAGE SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE

OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.

4. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE

CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S

CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL

REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF

THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS,

THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN

APPROPRIATE OWNER REPRESENTATIVE OR OTHERWISE APPLY THE MORE STRINGENT REQUIREMENT.

5. IN INTERPRETING THE PLANS, THE FOLLOWING GENERAL RULES APPLY:
a. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO

BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY DIMENSIONS PRIOR TO BID.

6. IN INTERPRETING THE PLANS, THE FOLLOWING GENERAL RULES APPLY:
a. BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE

REQUIREMENTS FOR CONSTRUCTION IN ONLY AN

INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND

THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE

REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND

OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE

ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A

TIMELY MANNER AND ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING. b. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS

PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

7. SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT

ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201, AND IN NO EVENT WILL THE THE

SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL.

8. IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER

CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION

SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.

9. COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE

SUBJECT TO THE SAME PROVISIONS AS THE OTHER INSTRUMENTS OF

SERVICE PREPARED BY OR ON BEHALF OF ELECTRICAL ENGINEER FOR

THE PROJECT, INCLUDING WITHOUT LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.

A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NON-EXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO

RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY

PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM.

ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM

ONLY IN ITS STANDARD FORMATS AND CONVENTIONS AND WITH NO

GUARANTEE OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR

HARDWARE AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR

CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK.

10. ALL CONDUIT, STRUCTURES AND INSTALLATION FOR POWER AND

TELEPHONE UTILITIES SHALL CONFORM WITH THE REQUIREMENTS (MINIMUM BEND RADIUS, CONCRETE ENCASEMENT, CONDUIT, TYPE, ETC.) OF THE UTILITIES COMPANY. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY PRIOR TO BID AND INCLUDE ALL COSTS IN BID.

11. CONTRACTOR SHALL OBTAIN SOUTHERN CALIFORNIA EDISON
CO. (SCE CO.) CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION AND

SHALL INSTALL POWER CONDUIT AND STRUCTURES ACCORDING TO SCE CO. DRAWINGS. EXTRA PAYMENTS WILL NOT BE GRANTED FOR FAILURE TO DO SO.

12. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR

SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC. AND TO

PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING

UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT

RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR

STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

THESE DRAWINGS

13. REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES

FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER
INSTALLATION OF THIS WORK.

14. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE

DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF
ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING,

CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS AND

UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE

INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE
REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN

EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE

INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL

DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED.

15. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR

ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED

CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT

OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST

PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED
AND NO EXTRA MATERIALS ARE REQUIRED.

16. ELECTRICAL PLANS DO NOT SHOW ELECTRICAL REQUIREMENTS FOR MECHANICAL AND PLUMBING EQUIPMENT CONTROL. REFER TO MECHANICAL AND PLUMBING PLANS AND SPECIFICATIONS. WHERE

EQUIPMENT IS INDICATED TO BE BY ELECTRICAL CONTRACTOR

PROVIDE ALL CONDUIT, WIRE, J-BOX, OUTLET BOXES, RELAY
SWITCHES, TIME SWITCHES, CONTROL CIRCUITS, ETC. REQUIRED

FOR A COMPLETE AND OPERABLE MECHANICAL AND PLUMBING
INSTALLATION. ALL WIRE SHALL BE INSTALLED IN CODE SIZED CONDUIT.

17. LOCATIONS OF DISCONNECT SWITCHES AND CONNECTIONS FOR

MECHANICAL AND PLUMBING EQUIPMENT ARE SHOWN
DIAGRAMMATICALLY. VERIFY ACTUAL CONNECTION LOCATIONS

WITH EQUIPMENT SHOP DRAWINGS AND LOCATE DISCONNECT

SWITCHES TO PROVIDE CODE REQUIRED CLEARANCES AND
ACCESS. DISCONNECT SWITCHES ON ROOF SHALL BE 30" MINIMUM ABOVE ROOF. MOUNTING OF DISCONNECTS DIRECTLY ON
MECHANICAL EQUIPMENT IS NOT ACCEPTABLE. PROVIDE ANGLE
IRON SUPPORT BRACKETS BOLTED TO ROOF FRAMING. FIELD
GALVANIZE ALL FIELD CUT ENDS OF SUPPORTS. PROVIDE ROOF
FLASHING AS REQUIRED.

18. PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED.

19. PROVIDE UL LISTED FIRE STOP FOR ALL PENETRATIONS THROUGH

FIRE RATED FLOORS, WALLS AND CEILINGS TO MAINTAIN ALL FIRE RATINGS. THE FIRE STOP MATERIALS SHALL BE RE-ENTERABLE
AND REUSABLE.

20. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL

APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF
CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION.

21. PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH.

22. PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY

DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE
BRANCH CIRCUITS WITH A SHARED NEUTRAL.

23. UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM, OVER 175 FEET SHALL BE #8 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY.

24. CONDUIT FOR TELEPHONE/DATA CABLING SHALL COMPLY WITH THE FOLLOWING ADDITIONAL REQUIREMENTS:
a. INSIDE BEND RADIUS SHALL BE AT LEAST 10 TIMES ITS
INTERNAL DIAMETER.
b. PROVIDE PULL BOXES WHENEVER CONDUIT LENGTH EXCEEDS
150 FEET AND WHEN COMBINED BENDS ARE GREATER THAN 180
DEGREES.
c. ALL CONDUIT SHALL BE PROVIDED WITH INSULATED BUSHINGS. d. MAINTAIN A MINIMUM CLEARANCE OF 4 FEET FROM MOTORS
AND TRANSFORMERS.
e. MAINTAIN A MINIMUM CLEARANCE OF 12 INCHES FROM POWER CIRCUITS.
f. MAINTAIN A MINIMUM CLEARANCE OF 12 INCHES FROM
FLUORESCENT LIGHT FIXTURES.

25. COORDINATE LOCATION OF ALL CARD READERS, DOOR CONTACTS,

ELECTRIC LOCKS AND ASSOCIATED CONDUIT REQUIREMENTS WITH SECURITY/BUILDING ACCESS CONTROLS INSTALLER.

26. COORDINATE MOUNTING HEIGHTS OF RECEPTACLES, SWITCHES, A/V DEVICES, SECURITY DEVICES, ETC. MOUNTED ON COMMON

WALLS SO THAT ALL OUTLETS ARE MOUNTED TO ALIGN
HORIZONTALLY.

27. NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS

COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND

DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO

THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED.

28. ALL RECEPTACLES MOUNTED AT +5'-6" OR LOWER IN DWELLING

UNITS SHALL BE TAMPER-RESISTANT TYPE, EXCEPT RECEPTACLES FOR FIXED APPLIANCES AND/OR EQUIPMENT. SEE SPECIFICATIONS SECTION 26 05 15.

29. PER 2016 NEC ARTICLE 210.12(A): ALL 120 VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS

INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS,

LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,

SUNROOMS, RECREATIONS ROOMS,CLOSETS, HALLWAYS, OR

SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED

ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE CIRCUIT.

30. GROUNDING AND BONDINGTERMINALS SHALL BE IDENTIFIED FOR USE IN WET AND CORROSIVE ENVIRONMENTS.

FIELD-INSTALLED GROUNDING AND BONDING CONNECTIONS IN A

DAMP, WET, OR CORROSIVE ENVIRONMENT SHALL BE COMPOSED OF COPPER, COPPER ALLOY, OR STAINLESS STEEL. THEY SHALL BE LISTED FOR DIRECT BURIAL USE.” [680.7, 2019 CEC]
(ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS)

SYMBOL LIST
ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS.

VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN.

DUPLEX CONVENIENCE RECEPTACLES, TYPE ON FLUSH FLOOR MOUNTED OUTLET BOX.

DUPLEX CONVENIENCE RECEPTACLE, ON FLUSH CEILING MOUNTED OUTLET BOX.

JUNCTION BOX, FLUSH WALL MOUNTED, +18".

JUNCTION BOX CONCEALED ABOVE ACCESSIBLE CEILING.

INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, TYPICAL.

CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE.

CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, 3/4" CONDUIT MINIMUM.

CONDUIT, INSTALLED EXPOSED.

HOMERUN TO PANEL "B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS.

E-2
C
1 EF
1 ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMERICAN WIRE GAUGE
AMPERE

AMPERES INTERRUPTING CAPACITY (SYMMETRICAL)

AMP FRAME, AMP TRIP

AMP SWITCH, AMP FUSE

CIRCUIT

CIRCUIT BREAKER

CONDUIT
CONDUIT ONLY.

CONNECTED

CONTROL POWER TRANSFORMER

CURRENT LIMITING CIRCUIT BREAKER

CURRENT LIMITING FUSE

CURRENT TRANSFORMER

DIAMETER

ENERGY MANAGEMENT CONTROL SYSTEM

ELECTRICAL METALLIC TUBING
END-OF-LINE CIRCUIT TERMINATOR.

EXHAUST FAN
FEET

FIRE ALARM

FULL LOAD AMPS
GROUND FAULT INTERRUPTER.

GROUND

HAND-OFF-AUTO

HEIGHT, WIDTH, DEPTH, LENGTH

HIGH INTENSITY DISCHARGE

HORSEPOWER
INCHES

ISOLATED GROUND

JUNCTION BOX

KILOVOLT AMPERES

KILOWATT

LONG CONTINUOUS LOAD

LINEAR FEET

LIGHTING

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

METAL HALIDE

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILS

MOTOR CIRCUIT PROTECTOR

MOUNTED

NATIONAL ELECTRICAL CODE

NORMALLY CLOSED

NORMALLY OPENED

NON-FUSED

NOT IN CONTRACT
NUMBER
OWNER FURNISHED, CONTRACTOR INSTALLED.

OVER 600 VOLTS
PHASE
FURNISH, INSTALL AND CONNECT.

POTENTIAL TRANSFORMER

PUBLIC ADDRESS

RECEPTACLE

RIGID GALVANIZED STEEL
600 VOLTS AND LESS

TYPICAL

UNLESS NOTED OTHERWISE
VOLTS

VOLT AMPERES

WEATHERPROOF
WIRE

WYE CONFIGURATION
ZONE, "1" INDICATES
INITIATING ZONE #1.

DELTA CONFIGURATION

MOUNTING HEIGHT TO CENTER LINE OF

SINGLE POLE

DOUBLE POLE

ARC FAULT CIRCUIT INTERUPTER

COVER PLATE

HEATING, VENTILATION,

AIR CONDITIONING
L

DUPLEX CONVENIENCE RECEPTACLE ON FLUSH, FLOOR MOUNTED
OUTLET BOX.

DUPLEX CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT INTERRUPTER, HORIZONTAL ON FLUSH WALL MOUNTED OUTLET BOX, +6" ABOVE COUNTER SPLASH.

DUPLEX CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT INTERRUPTER, VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX +18".

SINGLE RECEPTACLE, NEMA CONFIGURATION PER EQUIPMENT MANUFACTURER REQUIREMENTS, ON FLUSH WALL MOUNTED OUTLET BOX, +18".

DOUBLE DUPLEX (FOUR-PLEX) CONVENIENCE RECEPTACLE ON ONE FLUSH WALL MOUNTED OUTLET BOX +18".

DUPLEX CONVENIENCE RECEPTACLE SPLIT WIRED, ON FLUSH WALL MOUNTED OUTLET BOX, +18".

DUPLEX CONVENIENCE RECEPTACLE HORIZONTAL ON FLUSH WALL MOUNTED OUTLET BOX, +6" ABOVE COUNTER SPLASH.

DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18". STEM INDICATES WALL MOUNTED OUTLET BOX, TYPICAL.

LOW VOLTAGE LIGHTING SWITCH, ON FLUSH WALL MOUNTED OUTLET BOX, +45". REFER TO E-0.02A.

OCCUPANCY MOTION SENSOR SWITCH, ON FLUSH WALL MOUNTED OUTLET BOX, +45". REFER TO E-0.02A.

OCCUPANCY MOTION SENSOR ON FLUSH CEILING MOUNTED OUTLET BOX. REFER TO E-0.02A.

SWITCH FOR CONTROL OF LOW VOLTAGE LIGHTING RELAY(S), ON FLUSH WALL MOUNTED OUTLET BOX, +45". INSTALL MULTIPLE SWITCHES UNDER COMMON COVER PLATE.

SINGLE POLE TOGGLE SWITCH, ON FLUSH WALL MOUNTED OUTLET BOX, +45". INSTALL MULTIPLE SWITCHES UNDER COMMON COVER PLATE. SUBSCRIPT OR SUPERSCRIPT AT SWITCH SYMBOL INDICATES THE FOLLOWING:

EXIT SIGN DOUBLE FACE, ON FLUSH CEILING MOUNTED OUTLET BOX.

EXIT SIGN SINGLE FACE, ON FLUSH CEILING MOUNTED OUTLET BOX. ARROW INDICATES DIRECTIONAL ARROW ON EXIT SIGN FACE.
2 - DOUBLE POLE 4 - FOUR WAY M - MANUAL MOTOR STARTERS
3 - THREE WAY P - PILOT LIGHT K - KEY OPERATED

R - SPDT MOMENTARY CONTACT RELAY SWITCH V - VAPOR PROOF a,b,c,d, ETC. - MULTIPLE SWITCHES WITH IDENTIFICATION OF OUTLET CONTROLLED.

FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED. MOUNT ON WALL +45", OR ON EQUIPMENT +36". PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS.

FLOOR STANDING SWITCHGEAR ADJACENT BALLOON INDICATES EQUIPMENT DESIGNATION "DBA", SEE DRAWING E-1 FOR SINGLE LINE DIAGRAM AND/OR SCHEDULE.

CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY
VOLTAGE.

PANELBOARD, ADJACENT LINE INDICATES PANEL FRONT. ADJACENT BALLOON INDICATES PANEL DESIGNATION "A", SEE DRAWING E-1 FOR PANEL SCHEDULE.

NOTE CALLOUT. REFER TO CORRESPONDING NOTE ON DRAWING WHERE CALLOUT OCCURS.

MECHANICAL EQUIPMENT CALLOUT. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF MECHANICAL EQUIPMENT.

DETAIL CALLOUT, "C" INDICATES DETAIL, "E-2" INDICATES DRAWING WHERE DETAIL OCCURS.

C - OUTLET HORIZONTAL IN FLUSH WALL MOUNTED OUTLET BOX, +6" ABOVE COUNTER SPLASH.

W - OUTLET ON FLUSH WALL MOUNTED OUTLET BOX, +45".

UNDERGROUND CONDUIT STUBOUT, STUB 5'-0" FROM BUILDING OR WALKWAY, CAP, MARK AND RECORD.

CONDUIT STUBOUT. CONDUIT QUANTITY & SIZE PER PLANS. CAP, MARK AND RECORD.

CONNECTED TO SOLID GROUND REFERENCE POINT
TERMINAL CABINET OR EQUIPMENT CABINET. ADJACENT LINE INDICATES CABINET FRONT.

1. THE FIRE ALARM SYSTEM SHALL BE CODE MINIMUM REQUIREMENT AND SHALL BE DESIGN/BUILD BY THE CONTRACTOR.

2. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BE

STARTED UNTIL SHOP DRAWINGS ARE SUBMITTED AND APPROVED
BY THE LOCAL AUTHORITIES HAVING JURISDICTION (AHJ).

3. PROVIDE ALL DRAWINGS, ENGINEERING CALCULATIONS,
EQUIPMENT SPECIFICATIONS, ETC. AS NECESSARY TO SUBMIT FOR REVIEW AND OBTAIN APPROVAL BY THE AHJ.

4. FIRE ALARM SHALL BE MONITORED BY A U.L. CERTIFICATED CENTRAL STATION MONITORING COMPANY.

5. PROVIDE WIRING INTEGRATION BETWEEN FIRE ALARM SYSTEM AND HVAC CONTROL SYSTEM. SEE MECHANICAL DRAWINGS
FOR REQUIREMENTS.

6. FIRE ALARM SYSTEM SHALL MONITOR ALL FIRE SPRINKLER
CONTROL VALVES, FLOW SWITCHES,AND PIV.

7. PROVIDE THE QUANTITY OF DEVICES REQUIRED FOR A COMPLETE

AND OPERABLE FIRE ALARM SYSTEM TO MEET THE CITY OF GARDENA FIRE DEPARTMENT, AND STATE FIRE MARSHAL REQUIREMENTS.

NOTE:

REFER TO E-0.02 FOR LIGHTING FIXTURE SYMBOLS
AND E-0.02A FOR LIGHTING CONTROLS.

V VACANCY SENSOR SWITCH, ON FLUSH WALL MOUNTED OUTLET BOX, +45". REFER TO E-0.02A.

OCCUPANCY MOTION/PHOTO SENSOR ON FLUSH CEILING MOUNTED OUTLET BOX. REFER TO E-0.02A.

DUPLEX CONVENIENCE RECEPTACLE IN DAMP LOCATION, WITH INTERNAL GROUND FAULT INTERRUPTER, IN FLUSH WALL MOUNTED OUTLET BOX WITH HINGED DOOR, LOCK AND KEY, +18".

NOTE: RECEPTACLES LOCATED IN "WET LOCATIONS" SHALL HAVE AN ENCLOSURE THAT IS

WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED, PER CEC 406.9 (B)(1). PROVIDE P&S WIUCAST1 OR EQUAL BY HUBBELL.

DUPLEX CONVENIENCE RECEPTACLE IN DAMP LOCATION, WITH INTERNAL GROUND FAULT INTERRUPTER, ON FLUSH WALL MOUNTED OUTLET BOX WITH SPRING DOOR COVER, +18".

NOTE: RECEPTACLES LOCATED IN "WET LOCATIONS" SHALL HAVE AN ENCLOSURE THAT IS

WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED, PER CEC 406.9 (B)(1). PROVIDE P&S WIUCAST1 OR EQUAL BY HUBBELL.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.01_535050.DWGPLOT TIME: 9/26/2023 11:05:22 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

SYMBOLS LIST & GENERAL NOTES
E-0.01
142
OS
OS
DUPLEX CONVENIENCE RECEPTACLE SPLIT WIRED, IMPRINTED "CONTROLLED", ON FLUSH WALL MOUNTED OUTLET BOX, +18".

DOUBLE DUPLEX (FOUR-PLEX) CONVENIENCE RECEPTACLE SPLIT-WIRED. ONE PLUG TO BE IMPRINTED "CONTROLLED", ON FLUSH WALL MOUNTED OUTLET BOX, +18".

ABBREVIATIONS SHEET INDEX

FIRE ALARM SYSTEM GENERAL NOTES

RECESSED FLAT PANEL TV/DISPLAY WALL BOX WITH FLUSH GROMMETED COVER PANEL (FSR #PWB-100). REFER TO ARCHITECTURAL ELEVATION PLANS FOR MOUNTING HEIGHT INFORMATION. PROVIDE WITH (1) POWER RECEPTACLE, (2) EHTERNET OUTLETS WITH 3/4"C., & (1) HDMI OUTLET WITH 1 1/4"C. ROUTE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE OR TO ROOM AS NOTED (RM. ###) ON FLOOR PLAN.

SEE MECHANICAL DRAWING FOR QUANTITY AND LOCATION.

ALARM CONDITION OR LOSS OF POWER SHALL CAUSE ALL DAMPERS RELAY OPERATED BY THE FIRE ALARM CONTROL PANEL. FIRE

STATE - SUPPLY POWER SHALL BE CONTROLLED BY FIRE ALARM

SMOKE/FIRE DAMPERS TO BE INSTALLED IN THE POWER OPEN
PROVIDED BY FIRE ALARM SYSTEM CONTRACTOR.

ALARM PANEL
NOTES:

RELAY

FIRE ALARM
3/4"C.-FIRE ALARM

RELAY MODULE

FIRE ALARM

CONDUCTORS TO FIRE

INDUSTRIAL COVER

CIRCUIT TO
1/2"C.-120 VOLT

SMOKE/FIRE DAMPER
SMOKE/FIRE DAMPER.

LOCK TYPE MOUNTED

IN J-BOX WITH
20 AMP, 1 POLE,
1/2"C.-120V CKT.

TO RELAY
TO CLOSE.
120V POWER (SEE PLANS).

REFERENCE NOTES:
· 1st FLOOR: P1-53
· 2nd FLOOR: P1A-34
· POOL BUILDING: P2-41

SMOKE FIRE DAMPER TO FIRE ALARM SYSTEM INTERCONNECTION DETAIL SMOKE FIRE DAMPER 120V CIRCUITS

1. AREA AND/OR DUCT SMOKE DETECTORS AS REQUIRED SHALL
BE PROVIDED BY THE FIRE ALARM SYSTEM CONTRACTOR.

TELEPHONE OUTLET MOUNTED AT +18" AFF - UON. PROVIDE 3/4"C. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR NEAREST TEL. BACKBOARD.

DATA OUTLET MOUNTED AT +18" AFF - UON. PROVIDE 3/4"C. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR NEAREST TEL. BACKBOARD.

COMBINATION TELEPHONE/DATA OUTLET MOUNTED AT +18" AFF - UON. PROVIDE 3/4"C. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR NEAREST TEL. BACKBOARD.

W - DENOTES WALL MOUNTED AT +45" AFF - UON
W - DENOTES WALL MOUNTED AT +45" AFF - UON

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.02_535050.DWGPLOT TIME: 9/26/2023 11:05:26 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
6 3
2 5
4 1
2 4
3 5 6-BUTTON

CHELSEA
MASTER
SWITCH
8 7
7 8

LIGHTING CONTROL SINGLE LINE DIAGRAM NOTES
3/4"C. WITH DATA CONDUCTORS AS REQUIRED.

PROGRAMMABLE LIGHTING CONTROL PANEL.
1/2"C. WITH CONDUCTORS AS REQUIRED.

OUTDOOR PHOTOCELL ON ROOF. MOUNT TO ROOF PER
MANUFACTURERS RECOMMENDATIONS.
1/2"C.O. TO TELEPHONE BACKBOARD.
1"C. WITH CONDUCTORS AS REQUIRED.

CAT-5e-3/4"C.- 4 TWISTED PAIR.
nLIGHT ARP INTENC08 NLT 8SPR MVOLT 1VB SC SM DTC
OR APPROVED EQUAL.
6 BLDG.EXTERIOR
SCALE:

TYPICAL LIGHTING CONTROL PANEL DETAIL 1 NONE

1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL CEILING

CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND

FURNISH ALL LIGHTING FIXTURES WITH THE CORRECT MOUNTING DEVICES

WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL

RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE RECESSED

FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES.

2. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES.

3. VERIFY MOUNTING HEIGHT OF ALL WALL AND PENDANT MOUNTED FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN.

4. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES.

5. DO NOT INSTALL LIGHTING FIXTURES IN MECHANICAL ROOMS UNTIL DUCTWORK AND PIPING IS LAID OUT. LOCATE LIGHTING FIXTURES TO AVOID ALL SUCH DUCTWORK AND PIPING TO PROVIDE OPTIMUM LIGHTING.

6. LAMPS FOR ALL FIXTURES, INCLUDING DECORATIVE FIXTURES, SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.

7. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED AT FINAL. A PRELIMINARY WALK-THROUGH INSPECTION IS RECOMMENDED.

X1W
X2W
Lithonia
Lithonia
WLTE-W-1-R-TP
WLTE-W-2-R-TP
LED exit sign with single face &
mounting as shown on plans. provide
directional chevrons as shown on plans.

LED
LED
--- --- 5
--- --- 5
Interior Lighting Fixture Schedule
Symbol Label Mounting Manufacturer Catalog Number Description Lamp Lumens Wattage
F1
Lumens Per
Watt
F3
F4
F2

FIXTURE NOTES
ILLUMINA LED surface mounted vapor tight 4' 6615 110 60 fixture. Corrosion resistant. Integral
exterior occupancy sensor.

WET LOCATION LISTED

WET LOCATION LISTED
Area Utilized
Offices
Storage
Corridors/lockers/
restrooms.

Utility rooms
Classroom
Pool
equip./chemical
rooms.

X1
X2
Lithonia
Lithonia
LE S-1-R-VR LED exit sign with single face &
mounting as shown on plans. provide
directional chevrons as shown on plans.

Provide vandal resistant shield.

LED
LED
--- --- 5
--- --- 5
Egress path
LE S-2-R-VR LED exit sign with single face &
mounting as shown on plans. provide
directional chevrons as shown on plans.

Provide vandal resistant shield.

Surface,
ceiling or
wall per
plans.

LED exit sign with double face &
mounting as shown on plans. provide
directional chevrons as shown on plans.

Lounge Delray Lighting BG67-4-W-LO-W35-CR-D LED Decorative pendant fixture. 48" dia. 5040 74 68 F9
Surface, 1919 73 26
wall above
mirror.

FMVTSL-36IN-MVOLT-30K90CRI-BN
Restroom LED surface wall mounted vanity fixture.
vanity.

F5
F6
F7
F8
LED recessed direct/indirect 2x4 fixture.
3500K
LED recessed prismatic 2x4 fixture.
3500K
LED recessed 4" aperture downlight.
3500K
LED 48", pendant mounted, lensed
strip light. 3500K
Locker rooms/restrooms
& kitchen
LED surface wrap 1x4 nominal. 3500K
Recessed 2BLT4-48L-ADP-GZ1-
LP835
Lithonia
LCRS-A-FD-277-R-L20-35K80-W-XX-SB-MWH-RD-XX-NALumenpulse Surface LBL4-6000LM-80CRI-35KMIN1-GZT-MVOLT
4960 130.5 38
3922 131 30
2313 116 20
4725 112.5 42
6101 123 50
18000 120 150
Site Lighting Fixture Schedule
Symbol Label Mounting Manufacturer Catalog Number Description Lamp Lumens Wattage
S1
Lumens Per
Watt
S3
S2
Area Utilized
Pool deck &
building exit doors.

LED wall mounted wedge fixture. Dark
bronze finish.

LED low voltage "bullet" fixture
mounted to palm tree via tree ring. (6)
fixtures per tree ring, 3-up & 3-down.
"U" on symbol denotes "UP" fixtures.

Provide with remote 12V transformer.

Surface,
wall,
+8'-0" to
bottom.

WEDG2-LED-P3-35K-80CRIVW-MVOLT-SRM-AWSDDBXD
Lithonia
Palm tree
ring,
+12'-0".

Coord.
tree ring
dia. with
Landscape
Architect.

See detail
5/E4.01.

Aspen A-P2-80CRI-30K-12-
55DEG-FLC
Tree Ring: TRAR 6FX
Transformer: TM100 277
Hydrel Lighting
12' Pole
on
concrete
base.

See detail
6/E4.01.

Visionaire Lighting
LED 3200 142 23
LED MR16 923 ea. 77 ea 72 total
LED 7687 105 73
Pool deck and site
areas.

Site/pool deck
walkway.

LED
LED
LED
LED
LED
LED
LED
LED
LED
Recessed 2GTL4-40L-RW-A19-GZ1-
LP835
Lithonia
Recessed
Pendant Lithonia ZL1N-L48-5000LM-FSTMVOLT-35K-80CRI-WHZACVH Lithonia
Pendant 3G Lighting 3G-2PLI-DI-L1000-L500-S80-
35K-UNV-DIM-FL-WSO-WH1C-S12
Surface
Pendant
Lithonia
Egress path
Egress path
Egress path
U
U
U
F4A
Utility rooms LED 48", surface mounted, lensed strip
light. 3500K
Surface Lithonia ZL1N-L48-5000LM-FST- LED 4725 112.5 42 MVOLT-35K-80CRI-WH
BS100LED-4-HT-MO-WT35-
SM-EOS

LIGHTING FIXTURE SCHEDULE
E-0.02
143
2 8
6 7
F10
Outdoor shower LED recessed 6" aperture downlight.

Wet Location. 3500K
L6-17LM-35K-MVOLT-G4-
80CRI-ZT-WPR-CSS-WET
Recessed Indy LED 1462 92 16
LED 12' linear direct-indirect pendant
fixture. 2"W x 4"H. White finish, 3500K.

F1A
classroom LED recessed direct/indirect 2x4 fixture.
3500K
Recessed 2BLT4-72L-ADP-GZ1-
LP835
Lithonia LED 7245 119 59
S4
+8'-0" on
pole of
structure.

HL-360-WT-8LED-E-FL-12-
LA-4
xfmr: HLT-DB-50
Stage shade Hevi-Lite LED 565 67 8.4
structure.

LED compact adjustable accent light.

Machined aluminum. 1/2" NPS
adjustable mounting stem. White finish.
3500K. Provide with 12v direct burial
transformer.

PRE-2-M-T3-32LC-7-3K-UNVPT-BZ-WSC-20
POLE: RNTS-4R-11-12-9BC-
343-TR3-BZ
LED pedestrian pole fixture on concrete
pole base. Provide with motion sensor.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.02_535050.DWGPLOT TIME: 9/26/2023 11:05:27 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

LIGHTING CONTROLS
E-0.02A
144

MULTIPLE ZONE SPACE W/ DAYLIGHTING & EM (INV/GEN)
1-ZONE SMALL ROOM
L S

EXTERIOR LIGHTS W/ FEW ZONES
OS
OS

RECEIVER EMITTER
G
nPOD GFX
nIO 1S
MP20

SYA IR PARTITION

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
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FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023

LIGHTING CONTROLS
E-0.02B
145
GENERAL SYSTEM NOTES:

ON DIGITAL SYSTEMS, ALL DEVICES TO BE CONNECTED IN A DAISY CHAIN PATTERN SO THAT THE FIRST AND LAST DEVICE IN THE CHAIN HAS AN OPEN PORT.

NO T-TAP CONNECTIONS. EXCEPTIONS FOR NLIGHT "RJB" DEVICES UTILIZING THEIR INCLUDED RJ45 SPLITTER INSIDE PACKAGING.

ON DIGITAL SYSTEMS, CONTRACTOR SHALL NOTE AND LABEL ADDRESS AND

LOCATION OF EACH DEVICE ON THE SYSTEM ONE-LINE DIAGRAMS OR SYSTEM LAYOUT DRAWINGS AT TIME OF INSTALLATION.

WIRING SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) AND

APPLICABLE LOCAL CODES, INCLUDING PROVISION OF EQUIPMENT GROUNDING AS REQUIRED BY THE NEC.

POWER CONDUCTORS SHALL BE SIZED PER THE NEC AMPACITY TABLES (ARTICLE 310), INCLUDING ADJUSTMENT FACTOR AND NEUTRAL CONDUCTOR

REQUIREMENTS (FEED AND BRANCH NEUTRAL CONDUCTORS MUST BE COUNTED AS CURRENT CARRYING CONDUCTORS). RUN SEPARATE NEUTRAL CONDUCTORS FOR EACH DIMMED LOAD CIRCUIT.

FOR 0-10VDC DIMMING SYSTEMS, VIOLET AND GRAY CONDUCTORS ARE FOR 0-10VDC LOW VOLTAGE TERMINATIONS ONLY. NEVER TERMINATE LINE VOLTAGE (120/230/277VAC) TO VIOLET AND GRAY.

CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL TERMINATIONS. NO SPLICES ARE PERMITTED IN CONTROL WIRING.

POWER AND CONTROL CONDUCTORS MUST NOT SHARE THE SAME RACEWAY OR CONDUIT EXCEPT WHERE ALLOWED.

LIGHTING CONTROL EQUIPMENT MUST BE INSTALLED, MAINTAINED, AND OPERATED IN AN "OFFICE CLEAN" DRY ENVIRONMENT, INDOOR DRY LOCATIONS ONLY, 10% - 90% RELATIVE HUMIDITY; AMBIENT TEMPERATURE 0°- 40°C (32°- 104°F) - 0°- 35°C (32°- 95°F) RECOMMENDED.

SENSORS IN ELECTRICAL/MECHANICAL LOCATIONS NEED TO BE VERIFIED WITH AUTHORITY HAVING JURISDICTION. REFER TO NEC 110.26.D.

RELAY AND DIMMER PANEL SCHEDULES SHALL CONTAIN BREAKER PANEL INPUTS AS WELL AS ZONES/AREAS CONTROLLED.

VERIFY MAXIMUM CABLE LENGTHS BASED ON CONTROL SYSTEM. MANUFACTURER IS NOT RESPONSIBLE FOR SYSTEMS EXCEEDING CABLING PARAMETERS.

LOW VOLTAGE CABLE MUST BE INSTALLED AT LEAST 12 INCHES FROM ALL LINE VOLTAGE CONDUCTORS EXCEPT TO CROSS OR MAKE TERMINATIONS. CAT. 5

CABLE MUST BE KEPT AWAY FROM ALL EMF DEVICES SUCH AS BALLASTS OR TRANSFORMERS.

CONTRACTOR/INSTALLER TO VERIFY WITH THE MANUFACTURER TYPE AND QUANTITY OF OCCUPANCY SENSORS TO ENSURE 100% COVERAGE OF THE SPACE(S) WHERE SHOWN CONTROLLED BY OCCUPANCY SENSOR(S).

ONSITE SYSTEM STARTUP, PROGRAMMING AND END USER TRAINING SHALL BE PERFORMED BY FACTORY AUTHORIZED TECHICIAN/REPRESENTATIVE.

CONTRACTOR SHALL INCLUDE THIS SERVICE LINE ITEM IN THEIR BID PACKAGE.

MANUFACTURER OR AUTHORIZED LIGHTING

REPRESENTATIVE OF CONTROL SYSTEM MUST VERIFY TYPE,

QUANTITIES, PLACEMENT OF DEVICES TO MEET DESIGN INTENT AND TITLE 24 CODE COMPLIANCE, AND PROVIDE SHOP DRAWINGS FOR SPECIFIER APPROVAL. THIRD PARTY TAKE-OFFS OR LAYOUTS WILL NOT BE ACCEPTED. NO EXCEPTIONS.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.02_535050.DWGPLOT TIME: 9/26/2023 11:05:28 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

LIGHTING FIXTURE CUT SHEETS
(FOR REFERENCE ONLY)
TYPE "F3A"

LIGHTING FIXTURE CUT SHEETS
E-0.02C
146
TYPE "F3"

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.02_535050.DWGPLOT TIME: 9/26/2023 11:05:30 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
I

FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023

LIGHTING FIXTURE CUT SHEETS
(FOR REFERENCE ONLY)

LIGHTING FIXTURE CUT SHEETS
E-0.02D
147
-

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.03_535050.DWGPLOT TIME: 9/26/2023 11:05:33 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.03_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

BUILDING ELECTRICAL SERVICE GROUND BUS DETAIL
(UFER GROUND)
20' 20'
MIN.

MIN.

NOT TO SCALE
1 SINGLE LINE DIAGRAM GENERAL NOTES

PROVIDE LABEL WITH THE
LETTERS "BUILDING GROUND" ON
WALL

PROVIDE LABEL ATTACHED TO EACH
GROUND WITH I.D. AS TO SIZE AND
SYSTEM (I.E.: TEL. BACKBOARD "TB")
SINGLE LINE DIAGRAM PLAN NOTES:

EMERGENCY LIGHTING BATTERY INVERTER SYSTEM. 2.8 KVA,
277V INPUT - 277V OUTPUT. (5) 20 AMP-1 POLE (NORMALLY ON) OUTPUT CIRCUIT BREAKERS. MYERS #4-EM4-S-BDA205-2YW OR
APPROVED EQUAL.

TO UFER GROUND BUS. SEE DETAIL 1/E0.03.

PANEL PROVIDED AND INSTALLED BY POOL EQUIPMENT
CONTRACTOR.

SWITCH AND FUSE SIZE PER ELEVATOR MANUFACTURERS
REQUIREMENTS. PROVIDE NORMALLY OPEN AUXILIARY
CONTACT FOR CONNECTION TO ELEVATOR CONTROLLER.

CONNECT SHUNT TRIP BREAKER RELAY COIL TO FIRE ALARM
SYSTEM.

SHUNT TRIP CIRCUIT BREAKER. CIRCUIT BREAKER TO OPEN

WHEN ELEVATOR MACHINE ROOM OR ELEVATOR SHAFT HEAT
DETECTOR IS ACTIVATED.

PROVIDE EQUIPMENT GROUND CONDUCTORS. THE CONDUIT
SHALL NOT BE USED AS THE SOLE GROUNDING MEANS.
(1) 3/4"C.O. CAP & MARK 12" ABOVE ROOF DECK AND MAKE
WEATHERPROOF.

PANEL SHALL BE RATED FOR SERVICE ENTRANCE USE.
3/4"C.-2#12, 1#12 GRD.
1 2
30A
3P
SPACE
SOLAR
8 MAIN SWITCHBOARD "MSB"
480Y/277V
400 AMP BUS
65K A.I.C.
300A
3P
1"C.-1#2
F125 F300
125A
3P
175A
3P
F175/N
400A
3P
MAIN
EM
BATT
INV1
1"C.-1#2/0
1 XFMR "T-P1"
480//208Y/120V
112.5KVA
F400
2 SCALE: NONE
AVAILABLE FAULT CURRENT FIELD MARKING DETAIL 3
SCALE: NONE
INTERSYSTEM BONDING TERMINATION BUS BAR 2
2"
3/8"Ø
10"

WALL MOUNTING

BRACKET
(TYPICAL)

CAD WELD

BUS BAR

COPPER GROUND
4"
1/4"

INSULATOR
3/4"C.- 1#6 GROUND CONDUCTOR TO

UFER GROUND BUS, REFER TO
DETAIL 1/E0.03.

POOL
PANEL
POOL
PANEL
F125
NEW (1) 4"C.O.
(SCE SECONDARY).

SCE CO. XFMR
EST. WEIGHT: 380.0
SECTION# 1

32.00 Neutral =400
Section =400
Supply =400
UL

90.00"

80.00"

70.00"

60.00"

50.00"

40.00"

30.00"

20.00"

10.00"

0.00 10.0

25.0 25.0

SEE TABLE

15.0 15.0
SOCKET
15 (PROVISION)

CT COMPARTMENT

SOUTHERN CAL EDISON
EST. WEIGHT: 400.0
SECTION# 2

32.00 Neutral =400
Section =400
Supply =400

SUSE UL

SIEMENS

7.5 7.5

75.0 2.5

2.5 11.25

NEUTRAL
KIT

3.75 KIT

5.0 12.5
P

10.0 10.0

6.25 SPACE
UNIT
SPACE
UNIT
SPACE
UNIT

3.75 SPACE

15.00 2.50

2.50 20.00

CONDUIT

BOTTOM ONLY

26.00 3.003.00

15.00 2.50

2.50 20.00

CONDUIT

TOP & BOTTOM

26.00 3.003.00

12.00 17.00
AREA

RESTRICTED
BASIS OF DESIGN: SIEMENS
SCALE: NONE
SWITCHBOARD "ACMSB" ELEVATION 4
2 1. THE ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE FULLY RATED FOR 65 K A.I.C., SERIES RATING NOT ALLOWED.

2. PROVIDE SHORT CIRCUIT PROTECTIVE DEVICE COORDINATION AND

ARC-FLASH STUDY INCLUDING THE ENGINEERED SETTINGS FOR EACH

FUSE AND ADJUSTABLE CIRCUIT BREAKER SHOWING THE CORRECT TIME

AND CURRENT SETTINGS TO PROVIDE COORDINATION WITHIN THE LIMITS OF THE SPECIFIED EQUIPMENT. REFER TO ELECTRICAL
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. THE BASIS OF DESIGN AND DIMENSIONS USED FOR

SWITCHBOARDS/METER BANKS ARE BASED UPON SIEMENS
MANUFACTURED PRODUCTS. IF ANOTHER MANUFACTURES PRODUCT IS

FURNISHED, CONTRACTOR SHALL INSURE THAT THE PRODUCT WILL FIT WITHIN THE SPACE PROVIDED.

4. PROVIDE EQUIPMENT GROUND CONDUCTOR IN ELEVATOR FEEDER.

THE CONDUIT SHALL NO BE USED AS THE SOLE GROUNDING MEANS. 3 3
100%
RATED

SINGLE LINE DIAGRAM
E-0.03
148
5 6
7 4
4 5
6 7
8 F125
F70/N
1"C.-1#4
XFMR "T-P2"
480//208Y/120V
45KVA
2 F175
3 F200
9 9
1"C.-1#2/0 2
EM
BATT
INV2
1 10
10 4/O AWG BARE COPPER GROUNDING
ELECTRODE. EMBED IN BOTTOM 3

INCHES OF CONCRETE FOUNDATION/
FOOTING WITH MINIMUM 2 INCHES OF
CONCRETE, COVER ALL SIDES.

EXOTHERMIC WELD TO ALL STEEL,
REBAR AND ANCHORS WITHIN FOOTING.
(TYPICAL FOR 2)
1"C.-1#4/0 AWG TO STRUCTURAL

STEEL MEMBER IN BUILDING

NEUTRAL GROUND ELECTRODE CONDUCTOR
TO EACH TRANSFORMER. SEE SINGLE LINE

DIAGRAM

CONCRETE FOUNDATION/FOOTING

BELOW FINISH GRADE

EACH CONDUCTOR SHALL BE INSTALLED

INSIDE A CONDUIT TO PROTECT THE
EXPOSED CONDUCTOR.
1"C.-1#4/0 AWG TO MAIN METAL DOMESTIC

COLD WATER PIPE AND TO MAIN FIRE
SPRINKLER METAL STAND PIPE.
3/4"C.-1#6 AWG TO TELEPHONE BACKBOARD "TB".
1"C.-1#2 TO MAIN SERVICE SWITCHBOARD

GROUNDING ELECTRODE CONDUCTOR IN
"ACMSB".

BUILDING GROUND FLOOR LINE
4"x 1/4"X 24"L. COPPER GROUND BUS BAR
MOUNT ON PORCELAIN INSULATORS 4"
OUT FROM WALL 6" ON CENTER ±12"
ABOVE FINISH FLOOR.

EXOTHERMIC WELD ALL CONDUCTORS
TO BUS.

BUILDING WALL
10 UTILITY CO. :

SOUTHERN CAL EDISON

DESCRIPTION

CT COMPARTMENT
UGPS

LINE TERMINATION

METER PLATES
6-18/EUSERC P320
6-14, 6-15/EUSERC P345
6-12, 6-13/EUSERC P347
6-24/EUSERC P332
PG NO.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.04_535050.DWGPLOT TIME: 9/26/2023 11:05:36 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
I

FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.04_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023 PANEL SCHEDULE NOTES:

ROUTE CIRCUIT THROUGH DESIGNATED

RELAY IN RESPECTIVE LIGHTING CONTROL PANEL
REFER TO LIGHTING CONTROL SCHEDULES ON E0.02A.

PROVIDE RED CIRCUIT BREAKER AND LOCK-ON DEVICE.

PANEL SCHEDULES
E-0.04
149

SEPARATION OF ELECTRICAL CIRCUITS FOR ELECTRICAL ENERGY MONITORING NOTE:

PER 2019 TITLE 24, PART 6 CALIFORNIA ENERGY CODE, SECTION 130.5(b)

SEPARATION OF ELECTRICAL CIRCUITS, THE SWITCHBOARDS AND

PANELBOARDS

SPECIFIED HEREIN CAN ACCOMMODATE THE FOLLOWING METERING

SYSTEMS
MANUFACTURERS:

EATON PX-BCM

EATON PX-MP
SEIMENS SEM3
GE MULTILIN EPM4600

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.05_535050.DWGPLOT TIME: 9/26/2023 11:05:39 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
I

FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.05_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023 TITLE 24 - INDOOR
E-0.05
150

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-0.06_535050.DWGPLOT TIME: 9/26/2023 11:05:43 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
I

FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-0.06_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023 TITLE 24 - OUTDOOR
E-0.06
151
UP
UP
ABOVE
TYP
TYP
TYP

LOUVER ABOVE

LOUVER ABOVE
TYP.

SIM.

TYP.
03 0 4
64 10 0 10 0 10 0
03 63
33 63
03 03
63 0 4 0 4 0 4 93
0 10 64 04
34 34
10 0
04 09
09 C C C C C
160TH STREET

HARVARD BOULEVARD
NO

PARKING
NO

PARKING
VAN
10 TELEPHONE BACKBOARD "TB"
2 MSB
E0.02
1 5
EM
S3
INV1-1R1
U
U
U
U
U
U
U
U
U
S3
U
U
U
#
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
S2
U
U
U
INV2-1R1
EM
EM
S1
EM
S4 S4
EM EM
4 INV2-1R2
S3
EM
INV2-1R2
INV2-3R3
S1
EM
INV2-3R3
S1
EM
INV2-3R3
S1
EM
INV2-3R3
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
S2
INV2-1R1
EM
INV2-1R1 INV2-1R1
6 6
8 8
8 6
7 INV2-1R1,1R2
11 6
6 INV2-1R1
S (TYPICAL) 6
S
S
S
S
14 15
15 15
14 (TYPICAL) 13
INV2-3R3
11 EM
S3
INV1-1R1
EM
S3
INV1-2R2
EM
S3
INV1-2R2
EM
S3
INV1-2R2
S2
INV1-3R3
EM
S2
INV1-3R3
EM
S2
INV1-3R3
EM
9 9
INV1-1R1, 2R2, 3R3 16 9
9 8 6
6 8
6 6
EM
S1
INV1-1R1
EM
S1
INV1-1R1
EM
S1
INV1-1R1
EM
S1
INV1-1R1
INV1-1R1 9
17 EM
S1
INV1-1R1
3 19 18
20 20
20 21
22 PLAN NOTES
(1) 4"C.O. (SCE COMPANY TRANSFORMER SECONDARY). COORDINATE EXACT REQUIREMENTS WITH DRY UTILITY PLANS. SEE DETAIL 2/E-1.01. (1) 5"C.O. (SCE COMPANY TRANSFORMER PRIMARY). COORDINATE EXACT REQUIREMENTS WITH DRY UTILITY PLANS. SEE DETAIL 2/E-1.01. (1) 2"C. (AT&T) & (1) 3"C. (CHARTER) COORDINATE EXACT LOCATION AND REQUIREMENTS WITH DRY UTILITY PLANS. SEE DETAIL 2/E-1.01. 94"' X 72" TRANSFORMER PAD BOX PER SCE COMPANY REQUIREMENTS.

COORDINATE EXACT REQUIREMENTS WITH DRY UTILITY PLANS.
(1) 1 1/4"C.O. (TELECOM.), (1) 1"C.O. (SECURITY), (1) 1"C.O. (ACCESS CONTROLS), & (1) 1"C.O. (CCTV). STUB UP INTO ACCESSIBLE CEILING SPACE OF BREAK ROOM AND +12'' A.F.F. IN POOL BUILDING ELECTRICAL ROOM.
3/4" C. - 2#12, 1#12 GRD.
3/4" C. - 4#12, 1#12 GRD.

CONTINUE THROUGH REST OF BRANCH CIRCUIT RUN, UNLESS NOTED OTHERWISE.

ROUTE CIRCUIT THROUGH DESIGNATED RELAY IN DESIGNATED LIGHTING CONTROL PANEL (LCP#) SEE SCHEDULES ON E-0.02.

POOL PANELS "PL1 & PP1" PROVIDED & INSTALLED BY POOL EQUIPMENT CONTRACTOR. SEE E-0.03 FOR FEEDER REQUIREMENTS. COORDINATE EXACT LOCATION & REQUIREMENTS WITH POOL EQUIPMENT PLANS & SPECIFICATIONS.

PLACE CODE SIZED COMPOSITE PULLBOX IN PLANTER. LABEL "LIGHTING".

LOW VOLTAGE CABLING PER MANUFACTURER'S REQUIREMENTS.
4S WEATHERPROOF J-BOX AT BASE OF TREE FOR SPEAKER CABLING. SEE DETAIL 3/E-4.01.
1"C.O. (SPEAKER CABLING) TO TEL. BACKBOARD "TBP" IN POOL BUILDING. 3/4"C.O. (SPEAKER CABLING).
3/4"C.-6#12, 1#12 GRD.

UP TO LIGHTS AT SECOND FLOOR STAIR LANDING. SEE E-2.01, NOTE #3 FOR CONTINUATION.

INTERCEPT EXISTING 5"C. (SCE PRIMARY). COORDINATE EXACT LOCATION WITH SCE.

INTERCEPT EXISTING CHARTER AND AT&T CONDUITS. COORDINATE EXACT LOCATION WITH SERVING UTILITY.
17" X 30" PULL BOX PER CHARTER/AT&T REQUIREMENTS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SERVING UTILITY.
(1) 3"C.O. (CITY FIBER OPTIC) PER AT&T REQUIREMENTS. COORDINATE REQUIREMENTS WITH CITY.

INTERCEPT EXISTING FIBER OPTIC. COORDINATE REQUIREMENTS WITH THE CITY.

SCALE:

SITE ELECTRICAL PLAN 1 3/32"=1'-0"
1 E4.01

SITE UTILITY GENERAL NOTES

1. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED

UPON PRELIMINARY INFORMATION ONLY BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY, NOT FOR CONSTRUCTION.

2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL

AND EXACT WORK AND MATERIAL REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY.

CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL WIRES,

CABLES, PULLBOXES, CONCRETE ENCASEMENT OF CONDUITS,

TRANSFORMER PAD, BREAKERS, TRENCHING AND BACKFILL, AND PAY ALL

UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK.

3. LOCATIONS OF UTILITIES WHERE SHOWN ARE APPROXIMATE AND

CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND

TRENCHING ON SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO

EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS

NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR

STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE
DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

4. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL LINE WORK SHOWN IS NEW.

SITE PLAN GENERAL NOTES:

1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR

SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO

PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING

UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT

RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR

STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED
CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING

UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES.

3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND ASSEMBLIES,

PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS, INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND PATHWAYS. CONTRACTOR

SHALL CLOSELY COORDINATE EXACT LOCATIONS AND MOUNTING DEPTHS

OF ALL DEVICES, STRUCTURES AND PATHWAYS WITH OTHER TRADES

PRIOR TO PLACEMENT, TO ENSURE FINAL LOCATIONS ARE OUTSIDE

FEATURE LANDSCAPE AND ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE INSTALLATION OF MATERIALS BY OTHER TRADES.

4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACT LOCATION

OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND

CONDUIT ROUTING WITH ARCHITECT OR OWNERS' REPRESENTATIVE

PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS.

5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED.

6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” - U.N.O.

7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.N.O.

8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE AN EQUIPMENT

GROUND THAT AT A MINIMUM, MATCHES THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR.

9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.

10. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY

TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. BUILDING CODE 1008.2.1.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-1.01_535050.DWGPLOT TIME: 9/26/2023 11:05:48 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-1.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

SITE ELECTRICAL PLAN
E-1.01
152
3 E4.01

CONDUIT DEPICTED IN DETAIL IS NOT REPRESENTATIVE OF ANY PARTICULAR FEEDER. REFER TO ELECTRICAL PLANS FOR ALL
CONDUIT REQUIREMENTS.

FIELD COORDINATE LOCATIONS OF CONDUITS WITHIN SPECIFIC
SECTIONS OF DUCT BANK.

COORDINATE ELECTRICAL AND TELECOM. SERVICES DUCT BANK

REQUIREMENTS WITH DRY UTILITY PLANS, CIVIL PLANS, LANDSCAPE PLANS & SPECIFICATIONS AND SERVING UTILITY COMPANIES.

TELECOMMUNICATIONS AND POWER CONDUITS SHALL HAVE A 12"
MIN. VERTICAL CLEARANCE FROM ALL OTHER UTILITY CONDUITS

AND/OR PIPIING IN ADDITION TO ALL OTHER REQUIREMENTS OF THE RESPECTIVE SERVING UTILITIES.
3" MIN.
3" MIN.

SCE PRIMARY CONDUIT,
RNMC PVC SCHEDULE 40.
12" MIN. CLEAR BETWEEN
DIFFERENT SYSTEM CONDUITS.

TYPICAL

TYPICAL
36" IN ALL AREAS

AC PAVING, HARDSCAPE OR

LANDSCAPE DEPENDING ON
LOCATION.

TRACE TAPE, 12" ABOVE DUCT
BANK, TYPICAL.

COMPACTED SAND BACKFILL OR AS
REQUIRED BY CIVIL PLANS/SPECS.

CONCRETE ENCASEMENT PER SCE
REQUIREMENTS.

SCALE: TYPICAL CONDIUT DUCT BANK DETAIL 2 NONE
POWER
(SCE)

CHARTER/
AT&T
EM
S3
S2
U
U
U
S2
U
U
U
S2
U
U
U
S3 S3
S3 S3
S3
S2
U
U
U
S2
U
U
U
S2
U
U
U
S2
U
U
U
S3
U
U
UU
U
UU
U
UU
U
UU
U
U
S2
U
U
U
S2
UU
U
S2
U
U
U
S1 S1
S1
S1
S1
EM EM
EM
EM
EM
EM
EM EM
EM
EM
EM
EM

EM EM EM
EM
EM
EM
EM
EM
EM
S2
EM
S2
EM
S2
EM
S2
EM
S2
EM
S1
EM
S1
EM
S1
EM
S4 S4
EM EM

1.1 1.8

2.4 2.8

3.2 3.6

3.4 2.7

0.7 1.6

2.4 2.9

3.4 4.2

5.8 5.6

3.9 0.9

2.3 3.5

4.1 4.3

4.7 6.5

7.5 4.3

0.8 1.1

3.2 5.1

6.3 5.6

5.2 6.1

6.7 4.0

0.9 1.2

1.5 3.5

6.7 7.9

6.0 5.7

6.4 7.0

4.2 1.0

1.6 2.1

3.2 6.6

7.0 6.2

6.0 7.6

8.4 4.8

1.2 1.8

2.3 3.7

6.7 7.5

6.6 6.5

7.9 7.9

5.6 1.3

2.0 2.7

4.7 8.4

9.1 7.4

6.6 7.4

9.5 8.1

1.5 2.5

3.9 5.8

8.1 10.3

8.6 7.0

8.0 14.5

15.1 1.4

2.8 5.2

7.1 8.2

10.2 8.7

7.2 8.1

14.2 14.4

1.1 2.2

4.1 5.9

7.1 8.6

8.1 7.4

7.4 8.6

6.6 0.9

1.4 2.8

6.6 8.9

8.0 8.4

8.7 7.5

5.7 3.3

0.9 1.4

2.9 7.4

10.2 10.1

9.2 10.1

7.9 4.7

2.6 1.1

1.7 2.9

6.1 10.0

10.3 8.6

8.5 7.6

3.9 2.6

1.2 1.9

3.0 4.5

7.9 8.7

8.3 8.6

7.0 3.7

2.5 1.2

2.0 3.0

4.4 7.9

8.3 8.3

9.3 7.9

4.1 2.2

1.2 2.0

3.0 5.4

8.5 9.4

8.9 9.1

6.9 4.3

2.2 1.1

1.9 3.4

6.5 8.1

9.0 9.1

7.4 6.3

5.0 3.0

1.0 1.8

3.7 7.0

7.8 7.8

8.9 6.9

6.1 7.4

6.3 0.8

1.4 2.7

4.9 5.7

5.9 6.5

5.7 6.1

11.8 12.9

0.8 1.3

2.2 3.8

6.4 7.4

5.6 4.9

5.7 11.0

11.9 0.8

1.4 2.7

4.7 6.6

7.2 6.6

5.5 5.2

6.4 5.4

0.8 1.5

3.2 5.6

6.8 7.0

8.3 6.7

5.4 4.2

2.5 1.0

1.0 0.7

0.7 1.3

2.7 5.0

5.4 5.8

8.4 8.4

5.9 3.6

1.8 2.7

2.8 2.5

1.3 1.1

1.9 3.2

5.1 6.2

6.4 7.8

6.7 3.3

1.8 8.0

6.6 5.5

2.1 0.7

1.2 2.1

3.8 6.2

7.2 6.8

7.2 5.8

2.8 2.0

15.3 10.6

8.2 2.8

0.8 1.4

2.9 5.0

6.2 6.8

8.1 7.9

6.5 2.9

2.0 10.6

8.4 7.1

2.9 0.8

1.5 3.2

5.8 6.2

6.5 9.3

9.8 6.7

3.3 1.7

5.4 5.0

4.7 3.3

0.9 1.5

2.7 4.1

4.8 5.5

7.3 7.8

6.0 3.3

1.7 5.6

6.1 5.3

5.9 1.0

1.6 2.8

4.7 6.8

7.7 7.2

6.6 6.0

3.9 3.4

6.9 5.5

5.7 6.3

1.2 1.9

3.3 5.8

7.4 7.4

8.1 7.0

6.9 4.3

5.1 5.2

5.3 4.2

3.5 5.7

8.0 14.7

11.5 4.1

5.3 4.3

4.1 4.1

1.5 1.8

2.6 4.4

4.9 5.0

5.7 5.0

4.6 3.0

3.5 4.0

3.8 3.0

2.8 4.8

7.5 12.2

10.2 6.4

3.7 3.1

3.0 2.7

1.8 1.7

1.9 2.7

4.7 5.2

3.2 2.4

2.7 4.2

3.0 1.6

1.6 3.1

3.8 2.5

2.9 3.7

4.7 3.6

2.7 2.5

2.5 2.2

2.2 2.7

2.9 3.5

4.9 4.8

2.8 1.8

2.6 3.7

3.0 1.3

1.5 3.2

3.6 2.1

1.4 2.6

3.3 3.1

2.4 2.9

2.8 2.1

4.8 5.2

3.0 2.8

4.0 4.9

5.1 4.7

5.7 4.7

4.0 3.9

3.4 2.4

1.7 1.9

2.2 1.8

1.1 1.1

1.8 2.0

1.4 1.6

2.3 3.5

4.4 2.9

4.3 3.1

1.9 11.9

10.8 4.1

3.1 4.8

6.6 5.3

5.4 6.2

5.9 3.8

2.9 2.5

2.9 3.4

2.1 3.5

2.7 1.3

13.5 11.7

4.3 2.9

3.7 4.1

3.8 3.9

4.1 4.3

3.1 2.3

1.9 1.1

6.3 6.6

3.4 2.3

2.3 2.4

2.6 2.6

2.5 2.4

2.1 1.8

1.6 0.8

3.4 3.9

2.6 1.8

1.7 1.7

1.8 1.8

1.8 1.6

1.5 1.4

1.2 0.7

5.1 5.4

2.7 1.5

1.2 1.2

1.2 1.1

1.1 1.0

0.9 0.9

11.7 10.2

3.2 12.8

10.7 5.4

5.3 5.3

1.0 1.7

2.0 0.9

1.0 1.2

4.6 1.8

2.1 2.6

5.6 5.5

1.1 13.1

10.8 0.8

11.1 9.7

1.2 4.8

5.0 2.4

1.3 1.3

1.5 1.3

1.0 1.1

1.5 1.4

1.1 1.0

1.4 1.5

1.3 1.0

1.2 1.5

1.4 1.0

0.9 1.1

1.2 1.3

1.9 2.8

3.4 1.4

3.1 4.0

2.9 2.1

2.9 3.3

2.9 2.0

2.4 3.3

3.3 2.3

2.1 3.1

3.4 2.8

2.0 2.7

3.3 3.1

2.0 1.9

2.5 2.3

2.1 2.5

4.1 4.8

2.1 4.8

6.3 5.1

3.3 5.2

4.9 5.2

3.2 4.4

5.0 5.1

4.1 3.4

5.2 5.0

5.1 3.1

4.9 5.0

5.2 3.5

3.6 4.3

3.6 3.5

3.6 5.2

5.4 3.5

9.6 10.5

5.3 2.9

5.2 5.8

6.8 4.0

14.5 12.3

5.0 3.8

3.9 4.0

4.6 7.9

4.9 4.2

3.1 3.4

3.2 2.8

1.2 1.3

0.6 0.6 0.6
03 04
64 10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 106
4 0
4 34 3
4 100
04 09
09 CCCCC
160TH STREET

HARVARD BOULEVARD
NO

PARKING
NO

PARKING
VAN
UP
UP
ABOVE
TYP
TYP
TYP

LOUVER ABOVE

LOUVER ABOVE
TYP.

SIM.

TYP.

Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Exterior 4.5 fc 15.3 fc 0.6 fc 25.5:1 7.5:1
SCALE:

SITE PHOTOMETRIC PLAN 1 3/32"=1'-0"

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-1.01_535050.DWGPLOT TIME: 9/26/2023 11:05:49 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED
LAN
DS
CAPE

ARCH I TECT
STAT E
O
F
CA
L
I

FORN I A

L A R R Y P
.

R Y
A
N L
IC
E
N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-1.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023

SITE PHOTOMETRIC PLAN
E-1.01A
153
UP
UP
1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2 4
4 2 2

1.3 1.3
1 1
Y.1
F9
F9
F9
F3
F3
L1-1
L1-1
L1-1
F4
EM
INV1-4
F4
EM
INV1-4
F4
EM
INV1-4
F4A
EM INV1-4
OS
L
3 L
3 OS
ab
F5
L1-1
F5
L1-1
F5
L1-1
F2 L1-1
F1A L1-1a
OS
ab
F1A F1A L1-1a
F1A L1-1a F1A L1-1a F1A L1-1a
F1A L1-1b F1A F1A L1-1b
F1A L1-1b F1A L1-1b F1A L1-1b
EM
INV1-4b
EM
INV1-4a
F2
L1-1
F1
L1-1
F1
L1-1
F1
L1-1
F1
L1-1
F1
L1-1
F3
L1-1d
F3 F3
F3 F3 F3 F3
F3
L1-1e
F3
F3
F3
L1-1
L1-1
OS
EM
INV1-4e
EM
INV1-4e
EM F1 L1-1
F2 L1-1
F1 L1-1
F4
L1-1
F4
F4
L1-1
F5
L1-1
F5 F5
F5
L1-1
F5 F5
L1-1
F5
L1-1
F5
L1-1
F5 F5
F5
L1-1
F5
L1-1
F5
F5
L1-1
OS
OS
OS
L
3ab
L
3ab
L
3cde L
4cde
OS
cd
3cde
L
L1-1d L1-1d
L1-1d L1-1d L1-1d
L1-1e
INV1-4e
de
OS
de
L
L
OS OS
OS
L1-1
INV1-4
EM
INV1-4
EM
INV1-4
EM
EM
INV1-4
EM
INV1-4
F5
L1-1
F5
INV1-4
EM
F4
L1-1
F3
L1-1 INV1-4
F3
F10
L1-1R8
F10
L1-1R8
F10
L1-1R8
F10
L1-1R8
X1 INV1-4
EM
INV1-4
X1
EM
X1
EM
INV1-4
F1
L1-1
F1
L1-1
F5
L1-1
F3
L1-1c
F3
EM
INV1-4c
F3
L1-1c
F3
EM
INV1-4c
F3
EM
INV1-4c
F3
L1-1c
F3
L1-1c
F3
L1-1c
F3
L1-1
F3
L1-1
F3
L1-1
INV1-4
X1
EM
INV1-4
L1-1,1R8
L1-1
X1
INV1-4
EM
2 L1-1c
F3
EM
DN
DN
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
109 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
F1
L1-3a
L
ab
X1
EM
OS
ab
OS
ab
EM
INV1-5a
F1
F1
L1-3b
F1
L1-3b
F1
L1-3b
F1
L1-3a
F1
L1-3a
F1
L1-3a
F1
L1-3a
F9
L1-3
F9
L1-3
L L
F3
L1-3f
F3
EM
INV1-5f
F3
EM
INV1-5f F3
EM
INV1-5f
F3
L1-3f
F3
L1-3f
F3
L1-3f
F3
F3
EM
INV1-5e
F3
L1-3e
F3
F3
EM
INV1-5f
F3
EM
INV1-5f
F3
EM
INV1-5f
F3
EM
INV1-5f
F3
L1-3f
F3
L1-3f
F3
L1-3f
F3
L1-3f
F3
L1-3f
F3
L1-3f
F3
L1-3f
OS
f
OS
f
OS
f
OS
e
L
3cdef
L 3cdef
OS
cd
OS
cd
F3
L1-3c
F3
L1-3c
F3
F3
L1-3c
F3
L1-3c
F3
L1-3c
F3
L1-3c
F3
L1-3c
EM
INV1-5c
F3
EM
INV1-5d
F3
L1-3d
F3
L1-3d
F3
L1-3d
F3
L1-3d
F3
L1-3d
F3
L1-3d
F3
F3
L1-3d EM
INV1-5d
F3
L1-3
OS
OS
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F3
L1-3
F4A
L1-3
F4A
L1-3
F4A
L1-3
F4A
L1-3 F4A
L1-3
F4A
L1-3
ab
G
cd
G
ef
1 1 1 G
OS
cd
OS
ef
OS
ab
OS
ab
OS
cd
OS
ef
INV1-5
X1
EM
INV1-5
X1
EM
INV1-5
X1
EM
INV1-5
X1
EM
INV1-5
INV1-5
X1
EM
S1
EM INV1-1R1
S1
EM INV1-1R1
L
gh
OS
gh
L1-3g
F8
L1-3h L1-3h
L1-3g
F6 EM
INV1-5b
F6 L1-3b
F6 L1-3a F6 L1-3a F6 L1-3c F6 L1-3c
F6 EM
INV1-5d
F6 L1-3d
F6 L1-3e F6 L1-3e
F6 EM
INV1-5f
F6 L1-3f
L1-3e
L1-3e
F8
X1
EM
INV1-5
F8
F8
F8
L1-3h
S1
L1-3R7
L1-3R7
S1
3 L1-3,3R7 2 INV1-5
SCALE:

BUILDING FIRST FLOOR LIGHTING PLAN 1 1/8"=1'-0"
SCALE:

BUILDING SECOND FLOOR LIGHTING PLAN 2 1/8"=1'-0"

PLAN NOTES

PROVIDE PARTITION CONTROLS TO PROVIDE CONTROL OF SPACE
ENTIRE SPACE DEPENDING ON MOVEABLE PARTITION POSITION. SEE DETAIL 1/E-0.02A FOR ADDITIONAL INFORMATION.

ROUTE CIRCUIT THROUGH DESIGNATED RELAY IN LIGHTING CONTROL PANEL "LCP1", REFER TO SCHEDULE ON SHEET E-0.02.

DOWN TO LIGHTS BELOW. SEE E-1.01, NOTE #17 FOR CONTINUATION.

1. REFER TO TYPICAL LIGHTING CONTROL DIAGRAMS & NOTES ON E0.02.

FOR CLARITY, BRANCH CIRCUIT CONDUIT & CONDUCTOR

REQUIREMENTS HAVE NOT BEEN SHOWN ON PLANS FOR NORMAL &
EMERGENCY LIGHTING. FOR LIGHTING THROUGHOUT ALL SPACES,

PROVIDE CONDUIT AND CONDUCTORS IN ACCORDANCE WITH
ELECTRICAL SPECIFICATION . PROVIDE #12 CONDUCTORS UNLESS SPECIFICALLY NOTED OTHERWISE.

FOR EMERGENCY LIGHTING "EM" POWER BRANCH CIRCUITS,

PROVIDE CONDUIT AND CONDUCTORS, SEPARATE FROM NORMAL
POWER LIGHTING BRANCH CIRCUIT CONDUIT & CONDUCTORS. REFER TO NOTE #2 ABOVE. EMERGENCY LIGHTING BRANCH CIRCUITS SHALL

HAVE SEPARATE NEUTRAL CONDUCTOR FOR EACH PHASE
CONDUCTOR, SHARED NEUTRAL IS NOT ALLOWED. PROVIDE A

NON-CONTROLLED (NON-SWITCHED) HOT CONDUCTOR, FROM
EMERGENCY POWER SOURCE, FOR CONNECTION TO EXIT SIGNS.

2. 3.

GENERAL NOTES
8 SCALE: 1 inch = 8 ft.
0 4 16

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-2.01_535050.DWGPLOT TIME: 9/26/2023 11:05:53 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-2.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
8 SCALE: 1 inch = 8 ft.
0 4 16

BUILDING LIGHTING PLANS
E-2.01
154

THE MEANS OF EGRESS TRAVEL, INCLUDING THE EXIT DISCHARGE, SHALL

BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE

MEANS OF EGRESS IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE AS REQUIRED BY BUILDING CODE 1008.2.

4. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS, SPACES AND

BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN
EMERGENCY ELECTRICAL SYSTEM FOR A DURATION OF NOT LESS THAN 90

MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1008.3.

5. THE PATH OF EGRESS TRAVEL TO EXITS SHALL BE MARKED BY READILY

VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY BUILDING CODE 1013.1; AND SHALL BE

INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1013.3 AND 1013.5. NOTE: ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT

THE TIME OF FIELD INSPECTION

6. 2.4

2.8 3.3

3.8 4.3

4.6 4.6

4.3 4.1

4.0 4.2

4.6 4.8

4.9 4.6

2.5 3.1

3.9 4.9

5.9 6.4

6.2 5.6

5.0 4.8

5.1 5.8

6.5 6.8

6.4 2.7

3.6 5.0

6.9 8.9

9.9 9.2

7.7 6.3

5.9 6.4

7.9 9.6

10.5 9.6

3.0 4.2

6.3 9.7

13.6 15.6

14.0 10.5

7.9 6.9

8.0 10.8

14.5 16.4

14.8 3.2

4.6 7.4

12.2 18.3

21.6 18.7

13.0 9.1

7.8 9.2

13.4 19.3

22.6 19.7

3.2 4.7

7.6 12.7

19.2 22.6

19.4 13.4

9.2 7.8

9.4 13.9

20.3 23.7

20.4 3.1

4.4 6.8

10.6 15.3

17.6 15.5

11.3 8.2

7.2 8.5

11.8 16.3

18.6 16.4

2.8 3.8

5.5 7.8

10.2 11.4

10.4 8.4

6.7 6.2

6.9 8.7

10.9 12.1

11.2 2.6

3.3 4.3

5.6 6.7

7.3 7.0

6.1 5.4

5.1 5.5

6.3 7.2

7.5 7.1

2.5 2.9

3.6 4.3

4.8 5.1

5.0 4.7

4.4 4.3

4.5 4.8

4.9 5.0

4.6 3.3

3.6 3.4

5.6 9.2

16.5 24.8

27.6 21.2

6.3 10.4

19.4 30.0

33.2 24.5

6.6 10.1

16.6 25.2

27.6 20.8

7.0 7.6

15.7 16.8

13.7 9.0

9.1 8.8

9.0 7.7

17.6 18.7

15.1 19.8

28.2 30.9

24.8 27.9

30.8 24.5

17.4 21.8

32.8 36.8

29.4 31.8

35.1 13.3

4.2 16.1

29.6 24.7

27.3 15.1

16.0 1.0

1.0 3.0

3.0 12.9

12.8 23.1

23.1 20.9

21.0 3.2

4.2 6.8

11.4 17.7

21.1 18.7

3.5 4.8

7.6 14.8

25.3 31.4

26.7 3.1

3.1 8.4

15.5 26.2

32.3 27.6

4.5 4.4

7.5 12.8

19.6 23.4

20.7 9.1

8.5 13.1

16.4 22.8

26.9 23.4

18.6 19.8

18.7 18.3

29.1 36.0

30.6 30.1

32.7 8.3

14.2 25.3

32.0 27.8

34.3 36.5

28.0 28.7

30.3 23.0

1.1 0.9

4.7 3.8

1.2 3.2

9.5 13.5

11.6 1.5

4.8 13.3

19.9 17.1

1.8 4.2

11.4 16.7

15.3 3.9

4.2 6.4

10.8 13.7

11.6 10.4

6.7 10.3

17.1 18.0

1.1 4.2

12.7 19.3

16.3 7.8

2.5 4.5

12.6 19.1

16.3 9.5

10.6 17.7

19.1 1.0

3.9 11.8

17.8 15.3

7.2 2.4

4.2 12.1

18.1 15.5

8.2 6.5

11.0 6.4

10.0 1.5

2.9 3.7

2.4 3.7

3.2 2.0

7.7 11.3

13.0 18.7

15.3 12.2

17.6 14.4

6.3 9.5

7.8 F9
F9
F9
F3
F3
F4
EM
F4
EM
F4
EM
F4A
EM
F5
F5
F5
F2
F1A F1A F1A
F1A F1A F1A
F1A F1A F1A
F1A F1A F1A
EM
EM
F2
F1 F1
F1
F1 F1
F3 F3 F3
F3 F3 F3 F3
F3
F3
F3
F3
EM
EM
EM F1
F2
F1
F4
F4
F4
F5 F5 F5
F5
F5 F5
F5
F5
F5 F5
F5
F5
F5
F5
EM
EM
EM
EM EM
F5 F5
EM
F4
F3 F3
F3A
F3A
F3A
F3A
X1
EM
X1
EM
F1
F1
F5
F3 F3
EM
F3
F3
EM
F3
EM
F3
F3
F3
F3
F3 F3
UP
UP
1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2 4
4 2 2

1.3 1.3
1 1
Y.1

15.6 17.1

11.1 3.5

17.5 19.3

12.2 4.0

11.3 12.4

3.6 4.2

1.4 1.5

1.9 2.1

7.3 8.1

15.0 16.7

17.2 19.1

11.9 3.7

11.5 12.7

7.6 2.3

5.8 6.7

10.5 11.7

16.7 18.6

11.7 3.7

15.7 17.4

11.2 3.4

8.4 9.4

2.3 2.6

1.7 1.9

5.6 6.3

13.9 14.8

9.5 3.1

1.2 1.8

7.0 14.1

15.7 10.3

3.2 1.5

1.3 1.2

1.0 17.8

19.5 12.1

3.9 1.4

2.3 8.9

17.8 20.1

12.7 4.8

3.3 3.8

3.0 2.5

13.2 14.3

8.7 2.7

1.2 1.8

6.5 13.6

15.0 9.5

2.9 9.8

12.2 10.0

8.9 9.6

6.5 7.3

15.8 20.0

18.2 17.9

18.7 9.2

10.0 14.8

18.9 18.1

18.8 20.6

16.1 17.6

11.0 3.3

8.2 10.5

9.6 11.0

12.8 9.4

17.2 19.0

1.1 2.3

5.1 5.1

3.7 3.7

4.2 2.9

10.9 12.1

2.4 7.8

12.1 10.3

4.7 2.0

1.4 7.1

3.2 1.4

4.3 12.7

19.1 16.0

13.9 9.8

0.7 12.4

17.3 14.7

21.7 5.8

8.7 7.3

19.7 1.5

2.1 1.8

2.2 2.5

2.9 3.1

3.1 2.9

2.5 2.2

2.7 3.5

4.4 5.1

5.1 4.4

3.5 2.8

3.5 4.9

7.0 8.8

8.8 7.1

5.0 3.5

4.1 6.4

10.1 13.8

13.8 10.3

6.5 4.2

4.4 7.0

11.6 16.1

16.3 11.8

7.2 4.5

4.1 6.2

9.8 13.2

13.4 10.1

6.5 4.2

3.4 4.7

6.6 8.3

8.4 6.8

4.8 3.5

2.7 3.3

4.1 4.8

4.9 4.2

3.4 2.6

2.3 2.7

2.9 2.9

2.7 2.4

2.0 6.8

7.5 7.9

7.9 7.4

6.7 5.9

5.1 4.4

3.8 3.3

9.9 10.8

11.4 11.3

10.4 9.0

7.5 6.1

4.9 4.1

3.5 13.8

15.9 17.2

17.1 15.5

12.8 9.9

7.5 5.7

4.5 3.7

18.8 23.5

26.5 26.6

23.5 18.4

13.2 9.2

6.5 4.9

3.9 24.2

32.2 37.6

38.0 33.2

24.7 16.4

10.6 7.2

5.2 4.0

26.6 36.3

42.8 43.5

37.8 27.6

17.7 11.1

7.3 5.2

4.0 24.0

31.5 36.5

37.0 32.6

24.4 15.6

10.1 6.9

5.0 3.9

6.7 7.5

7.9 7.9

7.4 6.7

5.8 5.0

4.3 3.7

3.3 9.9

10.8 11.5

11.4 10.5

9.1 7.5

6.1 4.9

4.0 3.4

14.0 16.2

17.6 17.5

15.8 13.0

10.0 7.5

5.7 4.4

3.6 19.1

23.9 27.1

27.1 24.0

18.6 13.3

9.1 6.5

4.8 3.8

24.4 32.5

38.1 38.3

33.5 24.7

16.4 10.5

7.1 5.1

3.9 26.5

35.9 42.4

42.7 37.2

27.0 17.4

10.9 7.2

5.1 3.9

23.9 31.0

35.8 36.1

31.9 23.7

15.3 9.9

6.8 5.0

3.9 7.1

7.9 8.3

8.3 7.8

7.0 6.1

5.2 4.5

3.9 3.4

10.5 11.4

12.1 12.0

11.1 9.5

7.8 6.3

5.1 4.2

3.5 14.5

17.0 18.5

18.4 16.6

13.6 10.4

7.7 5.8

4.6 3.7

19.7 24.9

28.3 28.4

25.1 19.4

13.7 9.4

6.6 4.9

3.9 24.8

33.3 39.0

39.5 34.4

25.4 16.7

10.8 7.2

5.2 4.0

26.3 35.8

42.2 42.7

37.2 27.2

17.5 11.0

7.3 5.2

3.9 23.5

30.4 34.9

35.3 31.3

23.4 15.1

10.0 7.0

5.0 3.6
F1
X1
EM
F1 EM
F1 F1
F1
F1 F1 F1
F1
F9
F9
F3 F3
EM
F3
EM
F3
EM
F3 F3
F3
F3
F3
EM
F3
F3
F3
EM
F3
EM
F3
EM
F3
EM
F3 F3 F3 F3
F3 F3 F3
F3
F3
F3
F3
F3
F3
F3
F3
EM
F3
EM
F3
F3 F3
F3
F3
F3
F3
F3
EM
F3
F3
F3
F3 F3
F3
F3
F3 F3 F3
F3
F4A
F4A
F4A F4A
F4A
F4A
S1
EM
S1
EM
F8
F8
F8
F6 F6 EM
F6 F6 F6 F6
F6 F6 EM
F6 F6
F6 F6 EM
F8 F8
DN
DN
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
109 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
FL1_Hall 12.2 fc 23.1 fc 1.0 fc 23.1:1 12.2:1
FL1_Lobby 9.4 fc 19.9 fc 0.9 fc 22.1:1 10.4:1
FL1_MEN 19.1 fc 36.5 fc 3.1 fc 11.8:1 6.2:1
FL1_Senior Daycare 8.3 fc 23.7 fc 2.4 fc 9.9:1 3.5:1
FL1_Womens 19.4 fc 36.8 fc 4.2 fc 8.8:1 4.6:1
FL2_Circulation 9.3 fc 21.7 fc 0.7 fc 31.0:1 13.3:1
FL2_Classroom 1 5.8 fc 16.3 fc 2.0 fc 8.2:1 2.9:1
FL2_Classroom 2 15.3 fc 43.5 fc 3.3 fc 13.2:1 4.6:1
FL2_Classroom 3 15.2 fc 42.7 fc 3.3 fc 12.9:1 4.6:1
FL2_Classroom 4 15.5 fc 42.7 fc 3.4 fc 12.6:1 4.6:1
SCALE:

BUILDING FIRST FLOOR EGRESS LIGHTING CALCULATION 1 1/8"=1'-0" SCALE:

BUILDING SECOND FLOOR EGRESS LIGHTING CALCULATION 2 1/8"=1'-0" 8 SCALE: 1 inch = 8 ft.
0 4 16

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-2.01_535050.DWGPLOT TIME: 9/26/2023 11:05:54 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-2.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
8 SCALE: 1 inch = 8 ft.
0 4 16

BUILDING EGRESS LIGHTING CALCULATIONS
E-2.01A
155
UP
UP
1339 SF
SENIOR

PROGRAM
ROOM
110
78 SF

RESTROOM
111
78 SF

RESTROOM
112
83 SF

STORAGE
113
92 SF
OFFICE
114
174 SF

CONFERENCE
104
125 SF
OFFICE
103
106 SF

RECEPTION
102
145 SF
LOBBY
100 599 SF

CIRCULATION
101
76 SF
ELEV.
-
58 SF
ELEV.

CONTROL
109
34 SF
CUST.
108
62 SF
RESTRM.
107
98 SF

STORAGE
106
196 SF
BREAK
ROOM
105
441 SF
MEN
126
457 SF
WOMEN
123
183 SF

LIFEGUARD
120
30 SF
CUST.
122
94 SF
HALL
121
79 SF
FAMILY
124
31 SF

LOCKERS
125
85 SF
PANTRY
115
257 SF

KITCHEN
116
114 SF
ELEC.
117
34 SF

INVERTER
118
18 SF
FSR
119
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2 4
4 2 2

1.3 1.3
1 1
Y.1
8 8
8 9
WP
P1-30
20 P1-24
P1-26
P1-28
P1-36
P1-36
P1-34
P1-34
P1-34
P1-34
P1-30
P1-30
P1-30
P1-32
P1-32
P1-32
P1-30
P1-24
P1-24
P1-26
P1-26
P1-24
P1-26
P1-26
P1-5
P1-5
P1-28
P1-5
P1-5
P1-15C
11 9 7 P1-13
P1-15
P1-5
P1-15
WP
WP
P1-26
33 31 27
29 25
P1-1
P1-1
P1-1
4 4
21 P1-21,23
23 4 4
17 19
P1-17,19
P1-3
P1-1
WP
P1-3
P1-5
P1-3
2 2
18 2
6 24
2 P1-24
4 14
22 C
16 12
M
P1A-3
EF
1-2
EF
1-1
M
P1A-3 8
P1A-31,33
14 FC
1-1
M
FC
1-2 M
P1A-35,37
14 FC
1-3
P1A-39,41
M
14 10
P1-8,10,12
P1-2,4,6
EF
1-3
P1A-3
P1-26,28,30
P1-14,16,18
P1-20,22,24
P1-36C
P1-32,34,36
P1-34C
P1-30C
35 35
P1-35
P1-3,3,5
P1-15
P1-7,9,11
P1-13,15
P1-25,27,29
P1-31,33
M
19 P1A-26
1 (STOR. 113)
TV
P1A-26
1 (STOR. 113)
TV
P1A-26
1 (STOR. 113)
TV
DN
DN
684 SF

PROGRAM
ROOM 4
213
711 SF

PROGRAM
ROOM 3
211
689 SF

PROGRAM
ROOM 2
209 705 SF

PROGRAM
ROOM 1
203
400 SF
LOUNGE
208
57 SF

RECEPTION
201
29 SF
STOR.
204
109 SF

STORAGE
214
39 SF

STORAGE
212
49 SF

STORAGE
210
1404 SF

CIRCULATION
200
139 SF
MEN
207
155 SF
WOMEN
205
18 SF
CUST.
206
ELEV.
22 SF
IT
202
A B B.2 B.9 C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 2

1.3 1.3
1 1
Y.1
P1A-10
PA1-4
P1A-10
P1A-12
P1A-10
P1A-10 P1A-4
P1A-4
5 7
6 5
7 6
P1A-6
P1A-6
P1A-6
P1A-6
TV
P1A-8
P1A-4
P1A-6
P1A-8
P1A-8
P1A-14
P1A-12
P1A-12 P1A-12
P1A-14
P1A-10
P1A-14
P1A-14
WP
P1A-10
P1A-4,6,8
P1A-10
16 16
P1A-16 P1A-10,12,14
19 1
P1A-14
P1A-8
19 P1A-6
TV 1 (STOR. 214)
(STOR. 214)
P1A-8
1 TV
P1A-8
(STOR. 210) 1 TV
(STOR. 210)
1 (STOR. 204)
TV
P1A-14
1 (STOR. 204)
TV
P1A-14
1 (IT 202)
TV
P1A-14
1 TV
P1A-4 P1A-4
(IT 202)
P1A-12
20 20
20 20

PLAN NOTES
OUTLETS FOR MONITOR . COORDINATE EXACT LOCATION & MOUNTING HEIGHT WITH ARCHITECT. REFER TO SYMBOLS LIST ON E-0.01 FOR OUTLET BOX REQUIREMENTS.

RECEPTACLE & SWITCH FOR GARBAGE DISPOSAL. MOUNT SWITCH +6" ABOVE COUNTER SPLASH. MOUNT RECEPTACLE UNDER SINK IN CABINET SPACE.

STUB INTO ACCESSIBLE CEILING SPACE.

CONNECT AS REQUIRED TO HAND DRYER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT.

CONNECT AS REQUIRED TO MOTORIZED PARTITION. PROVIDE WIRING AND

CONNECTIONS AS REQUIRED PER MANUFACTURERS REQUIREMENTS FOR A COMPLETE AND OPERABLE PARTITION.

SWITCH FOR PARTITION CONTROL. PROVIDE WIRING AND CONNECTIONS AS REQUIRED. COORDINATE EXACT LCOATION WITH ARCHITECT.

PARTITION SYSTEM LIMIT SWITCH. PROVIDE WIRING AND CONNECTIONS AS

REQUIRED PER MANUFACTURERS REQUIREMENTS FOR A COMPLETE AND OPERABLE PARTITION. PROVIDE 3/4"C. WITH WIRING AND CONNECTIONS AS REQUIRED TO PARTITION MOTOR.
(1) 2"C. (TELECOM.) & (3) 2"C.O. (ACCESS, SECURITY & CCTV) STUB INTO ACCESSIBLE CEILING SPACE AND UP INTO 2nd FLOOR IT CLOSET.

LOW VOLTAGE CONDUIT TO POOL BUILDING. REFER TO NOTE #5 ON E-1.01 FOR QUANTITIES, SIZE AND CONTINUATION.
3/4"C. - 3#12,1#12 GRD.
3/4"C. - 3#10, 1#10 GRD.
3/4"C.-2#12,1#12 GRD.

TO RECEPTACLE CIRCUIT IN ROOM.

CONTROLLED BY LINE VOLTAGE T-STAT. COORDINATE EXACT LOCATION & REQUIREMENTS WITH MECHANICAL.

DDC CONTROL PANEL BY MECHANICAL. COORDINATE LOCATION &
REQUIREMENTS WITH MECHANICAL.

PROVIDE POWER CONNECTION TO AUTO SENSOR FOR FAUCETS AND URINALS.

PROVIDE 3/4"C.-2#12, 1#12 GRD. FROM RESTROOM RECEPTACLE CIRCUIT P1-#.

COORDINATE EXACT LOCATION AND REQUIREMENTS WITH PLUMBING.

RECEPTACLES FOR MICROWAVE BELOW COUNTER. COORDINATE EXACT LOCATION WITH ARCHITECT.

RECEPTACLE AVAILABLE FOR ASSITIVE LISTENING SYSTEM.

AUDIO/VISUAL (AV) EQUIPMENT LOCATION IN STORAGE ROOM. COORDINATE EXACT LOCATION WITH OWNER.
1 SCALE:

BUILDING FIRST FLOOR POWER & SIGNAL PLAN 1 1/8"=1'-0"

1. FOR CLARITY, SOME BRANCH CIRCUIT CONDUIT & CONDUCTOR

REQUIREMENTS HAVE NOT BEEN SHOWN ON PLANS FOR POWER
BRANCH CIRCUITS. FOR POWER THROUGHOUT ALL SPACES,

PROVIDE CONDUIT AND CONDUCTORS IN ACCORDANCE WITH
ELECTRICAL SPECIFICATIONS. PROVIDE #12 CONDUCTORS UNLESS SPECIFICALLY NOTED OTHERWISE.

BRANCH CIRCUIT GENERAL NOTES
8 SCALE: 1 inch = 8 ft.
0 4 16
2 3
4 5
6 7
8 CONTROLLED

RECEPTACLE DETAIL
SUBSCRIPT / SUPERSCRIPT "#,#C" INDICATES SPLIT WIRED
RECEPTACLE CONTROLLED BY ROOM'S LIGHTING CONTROLS. REFER TO LIGHTING CONTROL SYSTEM DIAGRAM ON SHEET E002A FOR
ADDITIONAL REQUIREMENTS. CONTROLLED PORTION OF RECEPTACLE SHALL BE IMPRINTED "CONTROLLED". REFER TO SYMBOLS LIST FOR ADDITIONAL INFORMATION.

NOTE:

DUPLEX DOUBLE
DUPLEX
"#, #C
"#, #C

1. ALL WALL MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH ARCHITECTURAL ROOM ELEVATIONS PRIOR TO ROUGH-IN.

2. PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED WITH

AN APPROVED FIRE STOP SYSTEM EQUAL TO OR GREATER THAN THE RATING OF THE WALL BEING PENETRATED.

3. ALL DEVICES MOUNTED BACK-TO-BACK ON COMMON WALLS SHALL BE INSTALLED IN SEPARATE BOXES OFFSET 24-INCHES MINIMUM OR PROVIDED WITH PUTTY OR ANOTHER APPROVED SOUNDPROOF BACKING.

4. WHEN EXPOSED CEILING OR OPEN GRID CONDITIONS EXIST, CONTRACTOR SHALL PROVIDE:

A. ALL BRANCH CIRCUITS TO BE INSTALLED IN EMT.

B. ALL BRANCH CIRCUITS SHALL BE ROUTED PARALLEL TO BUILDING

STRUCTURES AND RACKED NEATLY IN GROUPS OF MULTIPLE
PATHWAYS.

C. ALL LOW VOLTAGE CABLES SHALL BE:
1) INSTALLED IN EMT CONDUIT PATHWAYS OR
2) INSTALLED NEATLY IN CABLE MANAGEMENT OPEN BASKET OR

LADDER TYPE WIREWAY SUPPORTED INDEPENDENTLY FROM
STRUCTURE ABOVE.

EXPOSED LOW VOLTAGE CABLING IN OPEN TYPE CEILING APPLICATIONS

INSTALLED ON D-RINGS, J-HOOKS OR SIMILAR APPARATUS WILL NOT BE

ACCEPTED UNLESS APPROVED IN WRITING BY ARCHITECT/ENGINEER PRIOR TO ANY ROUGH-IN OR INSTALLATION. CONTRACTOR SHALL INCLUDE AN

ALLOWANCE IN HIS BASE BID FOR THE INSTALLATION OF LOW VOLTAGE CABLES IN OPEN CEILING AS DESCRIBED.

5. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL BE

LISTED FOR SUCH ENVIRONMENT AND INSTALLATION SHALL CONFORM TO NEC OR CEC WHERE ADOPTED ARTICLE 300.22(C).

6. ALL RECEPTACLES MOUNTED AT 5-FEET-6-INCHES OR LOWER SHALL BE

TAMPER-RESISTANT TYPE, EXCEPT RECEPTACLES FOR FIXED APPLIANCES AND/OR EQUIPMENT.

7. COORDINATE LOCATION OF ALL OUTLETS, RECEPTACLES, AND SWITCHES WITH ARCHITECT PRIOR TO ROUGH-IN.

POWER & SIGNAL GENERAL NOTES:
9 10
11 12
13 14
SCALE:

BUILDING SECOND FLOOR POWER & SIGNAL PLAN 2 1/8"=1'-0"
1 E-4.01
2 E-4.01
8 SCALE: 1 inch = 8 ft.
0 4 16

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-3.01_535050.DWGPLOT TIME: 9/26/2023 11:05:57 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-3.01_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

BUILDING POWER & SIGNAL PLANS
E-3.01
156
15 16
17 18
4 E-4.01

1. ELECTRICAL PLANS DO NOT SHOW ELECTRICAL REQUIREMENTS FOR SMOKE/FIRE DAMPERS (SFD). PROVIDE ALL CONDUIT, WIRE, J-BOXES, OUTLET BOXES, ETC. REQUIRED FOR A COMPLETE AND OPERABLE MECHANICAL INSTALLATION. CONNECT NO MORE THAN TEN
DAMPERS PER CIRCUIT. REFER TO DETAIL 1/E-0.01.

2. REFER TO MECHANICAL PLANS FOR SMOKE/FIRE DAMPER
LOCATIONS AND QUANTITIES.

3. PROVIDE QUANTITY OF AREA AND/OR DUCT SMOKE DETECTORS AS REQUIRED.

4. POWER FOR SMOKE/FIRE DAMPERS TO BE CONTROLLED BY FIRE ALARM RELAY OPERATED BY FIRE ALARM PANEL. CONTACT OF

RELAY TO OPEN WITH FIRE ALARM CONDITION DISCONNECTING
POWER FROM DAMPERS.

SMOKE/FIRE DAMPER (SFD) GENERAL NOTES:
19 20
A
A
B
B
B.2
B.2
B.9
B.9
C
C
D
D
E
E
E.6
E.6
F
F
G
G
G.8
G.8
H
H
7 7

6.9 6.9

6.8 6.8
5 5

4.5 4.5

4.2 4.2
4 4
2 1.3 1.3
1 1
Y.1
2 P1A-35,37 J
WP CU
1-2
2 P1A-39,41 J
WP CU
1-3
L1-38,40,42
RTU WP
2-5
L1-37,39,41
MAU WP
1-1
L1-14,16,18
RTU WP
2-1
L1-2,4,6
RTU WP
1-1
L1-20,22,24
RTU WP
2-2
L1-26,28,30
RTU WP
2-3
L1-32,34,36
RTU WP
2-4
L1-8,10,12
RTU WP
1-2
1 P1A-31,33 J
WP CU
1-2
M
P1A-29
WP
EF
1-4
M
P1A-27
WP
EF
2-1
25 WP
25 WP
WP
25 WP
25 P1A-25
4 2

PLAN NOTES
3/4"C - 2#12, 1#12 GRD.TO RESPECTIVE INDOOR FANCOIL UNIT. SEE NOTE #8 ON E3.01 FOR CONTINUATION.
3/4"C - 2#10, 1#10 GRD.
3/4"C - 3#10, 1#10 GRD.
3/4"C - 2#8, 1#8 GRD.

SCALE:

ROOF ELECTRICAL PLAN 1/4"=1'-0" 1

VERIFY EXACT LOCATION OF MECHANICAL EQUIPMENT WITH

MECHANICAL CONTRACTOR PRIOR TO INSTALLATION OF
CONDUIT.

ALL EQUIPMENT, DEVICES, SAFETY SWITCH, JUNCTION BOXES
CONNECTIONS, ETC. MOUNTED ON THE ROOF OR EXTERIOR
SHALL BE WEATHERPROOF.

REFER TO MECHANICAL CONTROL DIAGRAMS FOR ALL

SENSORS, TIME CLOCKS, RELAYS, TIMERS, STARTERS, LINE
AND LOW VOLTAGE CONDUIT AND PROVIDE AS REQUIRED.

SAFETY SWITCHES SHALL BE HORSEPOWER RATED WITH

CURRENT LIMITING FUSES, SIZED PER THE MANUFACTURER'S
RECOMMENDATION. SWITCHES SHALL HAVE "RK-1" FUSE
REJECTION CLIPS.

ELECTRICAL PLAN DO NOT INDICATE MECHANICAL AND
PLUMBING EQUIPMENT CONTROL. REFER TO MECHANICAL AND

PLUMBING PLANS AND SPECIFICATIONS AND PROVIDE ALL

CONDUIT, WIRE, J-BOXES, OUTLET BOXES, RELAY SWITCHES,
TIME SWITCHES, CONTROL CIRCUITS, ETC. REQUIRED FOR A

COMPLETE AND OPERABLE MECHANICAL AND PLUMBING
INSTALLATION. ALL WIRE SHALL BE INSTALLED IN CODE SIZED CONDUIT.

LOCATIONS OF SAFETY SWITCHES AND CONNECTIONS FOR

MECHANICAL AND PLUMBING EQUIPMENT ARE SHOWN
DIAGRAMMATICALLY. VERIFY ACTUAL LOCATIONS WITH

EQUIPMENT SHOP DRAWINGS AND LOCATE SAFETY SWITCHES
AS TO PROVIDE CODE REQUIRED CLEARANCES AND ACCESS.

SAFETY SWITCHES LOCATED ON THE ROOF SHALL BE
MOUNTED 30" MINIMUM ABOVE THE ROOF.

1. 2.

3. 4.

5. 6.

MECHANICAL EQUIPMENT GENERAL NOTES
8 SCALE: 1 inch = 8 ft.
0 4 16

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
SR
SR
BZ
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: I:\535\050\E-3.02_535050.DWGPLOT TIME: 9/26/2023 11:05:59 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2023
9/26/2023

L I CENSED LANDSCAPE ARCH I TECT

STAT E OF CA L I FORN I A
L A R R Y P. R Y A N L I C E N S E N O . 2 5 0 2
09/26/2023
09/28/2023
11/14/2022

BASIS OF BEARINGS:

CONSULTANT:
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 535050
05/01/2023
FBA Engineering / Plot Date: 9/26/2023 11:05 AM / Plotted by: Steve Roth / Drawing Location: I:\535\050\E-3.02_535050.dwg 1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

ROOF ELECTRICAL PLAN
E-3.02
157
199 SF
POOL
STOR.
302
447 SF
POOL

EQUIPMENT
303
79 SF

CHEMICAL
304
79 SF

CHEMICAL
305
150 SF
TRASH
306
70 SF
ELEC
301
1 1 1
WP
P2-1
WP
P2-1
WP
P2-1
P2-3 P2-3
P2-1,3
EF
3-1
P2-37,39
M EF
3-2
M
F4
INV2-4
L2-2
F4
L2-2
F4
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
L2-2
F7
1 1 1
INV2-4

PLAN NOTES

ELECTRICAL INSTALLATION SHALL BE SUITABLE FOR A CORROSIVE ENVIRONMENT.
1 SCALE:

POOL BUILDING POWER & SIGNAL PLAN 1 1/4"=1'-0"

1. FOR CLARITY, SOME BRANCH CIRCUIT CONDUIT & CONDUCTOR

REQUIREMENTS HAVE NOT BEEN SHOWN ON PLANS FOR POWER
BRANCH CIRCUITS. FOR POWER THROUGHOUT ALL SPACES,

PROVIDE CONDUIT AND CONDUCTORS IN ACCORDANCE WITH
ELECTRICAL SPECIFICATIONS. PROVIDE #12 CONDUCTORS UNLESS SPECIFICALLY NOTED OTHERWISE.

BRANCH CIRCUIT POWER GENERAL NOTES:
4 SCALE: 1 inch = 4 ft.
0 2 8