2024-09-10; City Council; 08; Monroe Street Pool Renovation and Replacement Project Plans, Specifications and Contract Documents, Appropriation of Construction Funding, and Authorization to Advertise — Carlsbad City Council, September 10, 2024 (part 2 of 11)

BOTTOM OF FOOTING
(2) CONT. #5 HORIZ

TOP OF PIT

SEE ARCHL
CONT. 2x4 SHAPED KEY

SEE AQUATICS DWGS FOR HEIGHT
MAX 5'-0"
CLASS "B" SPLICE
04 -

PIT SLAB PER
EQ. EQ.
8"Ø MAX.

ONE HALF INTERUPPTED

REINFORCEMENT TO BE
ADDED TO EA. SIDE, IN
EA. DIRECTION

INTERUPTED REINF'G

INTERUPTED

REINF'G

INTERRUPTED

REINF'G

INTERRUPTED

REINF'G

SLAB REINF'G

SLAB REINF'G
LARGER PEN, MIN.
- SPACING
=3 DIA. OF THE
TYP.

Ld
TYP.

CONDITION
T.O.C.

EXTERIOR

PAVING BY
OTHERS
(2) #4 CONT.

POUR W/ SLAB ON
GRADE

TYPICAL SECTION
T.O. SLAB

PER PLAN
T.O. PIT

SEE ARCHI'L
10" THK. W/ #6 @
16" O/C EA. WAY

CENTERED IN WALL

WATERPROOF OR

DAMPROOF BACKSIDE OF
WALL PER ARCHI'L - TYP.
2x4 CONT. KEYWAY
12" THK. CONC. SLAB AT
PIT W/ #4 @ 12" O/C EA.

WAY TOP and BOTTOM
STANDARD 90°
HOOK, TYP.
5'-0" MAX.

SEE PLAN
2'-0" LAP
1'-0"

SLAB PER PLAN OR
EXTERIOR CONC. PER

LANDSCAPE

ADDED CORNER REINF'G
PER
D
2'-0"
1´-0"

CONDITION ALONG

INTERIOR CMU WALL
T.O. SLAB

PER PLAN
T.O. PIT

SEE ARCHI'L
8" THK. W/ #6 @
16" O/C EA. WAY

CENTERED IN WALL

WATERPROOF OR

DAMPROOF BACKSIDE OF
WALL PER ARCHI'L - TYP.
2x4 CONT. KEYWAY
12" THK. CONC. SLAB AT
PIT W/ #5 @ 12" O/C EA.

WAY TOP and BOTTOM
5'-0" MAX.

SEE PLAN

ADDED CORNER REINF'G
PER
STANDARD 90°
HOOK, TYP.

EXTEND FOOTING AND

REINF'G PER PLAN
(WHERE OCCURS)

CMU WALL PER PLAN
72db LAP
A
C
05 -
05 -
"Ld" MIN

SLAB PER PLAN OR EXTERIOR
CONC. WHERE OCCURS

CONDITION ALONG

PERIMETER CMU WALL
T.O. SLAB

PER PLAN
T.O. PIT

SEE ARCHI'L
10" THK. W/ #6 @
16" O/C EA. WAY

WATERPROOF OR

DAMPROOF BACKSIDE OF
WALL PER ARCHI'L - TYP.
2x4 CONT. KEYWAY
12" THK. CONC. SLAB AT
PIT W/ #5 @ 12" O/C EA.

WAY TOP and BOTTOM
5'-0" MAX.

SEE PLAN

EXTERIOR PAVING

BY OTHERS

ADDED CORNER REINF'G
PER
STANDARD 90°
HOOK, TYP.

EXTEND FOOTING AND

REINF'G PER PLAN
(WHERE OCCURS)

CMU WALL PER PLAN
72db LAP
B
05 -
"Ld" MIN

ALIGN FACES
6"
#3 HOOPS AT 16" O/C
2" COVER MIN.

ALIGN FACES
2'-0" LAP
#5 DOWELS MATCHING
WALL REBAR SPACING.
#6 @16" O/C EA. WAY

NON-BEARING CMU WALL

WHERE OCCURS PER
4" MAXIMUM C
1' -0" MAXIMUM B 6' -0" MAXIMUM A

W A L L S C H E D U L E
2 1
#4 CONTINUOUS - EXTEND
2'-0" BEYOND DEPRESSION

CORNERS
2 1
#4 CONTINUOUS - EXTEND
2'-0" BEYOND DEPRESSION

CORNERS

ADDED BARS TO MATCH

SIZE AND SPACING OF SLAB ON

GRADE BARS
12"
12"

LOCATE SLAB

BARS HERE
STANDARD 90° HOOK
1 1
#4 x 12"
@ 12" O/C
24"

WALL THICKNESS AND

REINFORCING PER SCHEDULE

CURB WHERE OCCURS -

SEE TYPICAL

WATERPROOF OR DAMPROOF

BACKSIDE OF WALL PER
ARCHITECTURAL - TYPICAL CONTINUOUS FTG. BARS "A"
#5 @ 16" O/C 4'-0" (2) #5 1'-0" x 1'-0"

MAXIMUM
HEIGHT "H"
FTG.

BARS
"A"
FTG. WIDTH
"W" x DEPTH
"D"

WALL REINFORCING

EACH WAY
8"
WALL THK.

ROUGHEN

SURFACE
#4 @ 16" O/C 2'-6" (2) #4 6" 10" x 1'-0"
1'-6" AT #4 BARS
2'-0" AT #5 BARS
MAX
4"
1' - 0" 1' - 0"
MAX
1' - 0"
1' - 0"
2"
EQ EQ
1'-0''
"D"
(6'-0'' MAXIMUN)
"H" PER PLANS
06D
S6.01
MAX. 10" ° SLEEVE W/IN MIDDLE 1/3
DEPTH OF CONCRETE BEAM. SEE
PLUMBING DWGS. FOR SIZE AND
LOCATION TYP.

ADD (2) STIRRUPS EA.

SIDE. TO MATCH
GRADE BEAM REINF.

NOTE: BEAM LONGITUDINAL BARS

TO NOT BE INTERRUPTED
T/3
T/3 T/3 T/3
SCHED. FOR SIZE
GRADE BEAM SEE PLAN and
1 6
1 6

COLUMN PER PLAN

CORNER BAR
MATCHING SIZE and

SPACING OF

PIT WALL REINF'G
Ld
Ld

CORNER BAR MATCHING
SIZE and SPACING OF

PIT WALL REINF'G
Ld
Ld

ELEVATOR PIT
WALL and REINF'G
PER

PLAN VIEW

DIRT FACE
3" TYP. AT
07 -

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

FOUNDATION AND

SOG DETAILS
S6.03
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL FOUNDATION AND SOG DETAILS
N.T.S.
1TYPICAL CONC. WALL AT CORNERS
and INTERSECTIONS (PLAN VIEWS)
N.T.S.
2CONCRETE PIT WALL
N.T.S.
3TYP SLAB REINFORCING

AT CONDUIT PENETRATIONS
N.T.S.
4TYPICAL PUMP PIT DETAIL
N.T.S.
5TYPICAL SECTIONS AT CHANGE IN SLAB ON GRADE ELEVATION (6'-0" MAXIMUM) N.T.S.
6SLEEVE THRU FOOTING / GRADE BEAM
N.T.S.
7HSS COLUMN AT ELEVATOR PIT CORNER
09/30/25
256
72 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

#4 DOWELS x 12" @ 12" OC

PER SCHEDULE

GRADE BEAM
(2) #4 CONTINUOUS
GRADE
BEAM ℄

SLAB ON GRADE PER PLAN

PER SCHEDULE

GRADE BEAM
4 1/2" CLR
TYP
3" CLR
SEE PLAN 2" CLR
TYP
1 1/2" CL TOP BARS
2nd ROW OF BARS AS

REQ'D PER SCHEDULE

BOTTOM BARS
12"

GRADE BEAM SIZE &

REINFORCING PER PLAN
& SCHED
#4 DOWELS x 12" @ 12" OC

GRADE BEAM SIZE &

REINFORCING PER PLAN &
SCHED

PER SCHEDULE

GRADE BEAM

SLAB EDGE & CURB (WHERE
OCCURS) PER 06C/S6.01

SIMILAR - CAST CURB

MONOLITHIC W/ SLAB ON
GRADE
(2) #4 CONT
ARCH'L
SEE
GRADE
BEAM ℄

SLAB ON GRADE PER PLAN
ALIGN

PER SCHEDULE

GRADE BEAM

SEE PLANS

SLAB CONT WHERE
OCCURS
4 1/2" CLR
TYP
3" CLR

G R A D E B E A M S C H E D U L E

REINFORCING

TOP BOTTOM
SIZE
TIES

TYPE SPACING
"A" BARS "B" BARS

REMARKS

LONGITUDINAL

SIZE (INCHES)
WIDTH
MARK
"D"
DEPTH

SECTION
SEE 4/S6.05 FOR BASE
PLATE INFO 12" O/C GB1 #4 18" 24"
03&04
- (3) #5 (3) #5

TIES PER
GRADE
BM. SCHED.

TYPICAL END BAY CONDITION
TOP OF GRADE BM.

EXTEND GRADE BEAM

REINFORCING TO FAR EDGE OF
SPREAD FTG. and PROVIDE
STANDARD 90° HOOKS
TIES @ 4" O/C AT
SPLICE - SIZE and

CONFIGURATION
PER GRADE BM.

SCHED.

TOP OF CONC. SLAB BARS BARS

SPREAD FOOTING

WHERE OCCURS
PER PLAN - TYP.

STRUCTURAL STEEL
COLUMN PER PLANS and

ELEVATIONS

DOWELS FROM GRADE BEAM

TO SLAB OR STEM WALL PER
GRADE BEAM SECTIONS - TYP.

WHERE SECOND ROW OF
REBAR OCCURS STAGG.

SPLICES PER

GRID GRID
EQ EQ

LAP SPLICE
EQ EQ
2"
"L"

BEAM SCHEDULE

TIES PER GRADE
MAX.
4"
NOTES:

1. IF SIZE OF "A" BARS DIFFERS AT

GRADE BEAM IN ADJACENT SPAN, USE
LARGER BAR.

2. SEE SCHEDULE FOR GRADE BEAM WIDTH,
DEPTH AND REINFORCEMENT.

3. PLACE ALL LONGITUDINAL

REINFORCEMENT IN ONE LAYER
WHEREVER POSSIBLE. WHEN BAR

CLEAR SPACING IS LESS THAN ONE BAR
DIAMETER OR 1", PLACE REST OF BARS IN
SECOND LAYER.

4. PROVIDE "CLASS B" SPLICE AT

LONGITUDINAL BAR LAP SPLICES
08 S6.11
0" 0"

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

FOUNDATION AND

SOG DETAILS
S6.04
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL FOUNDATION AND SOG DETAILS
N.T.S.
03 TYPICAL GRADE BEAM SECTION (INTERIOR

CONDITION)
N.T.S.
04 TYPICAL GRADE BEAM SECTION
(PERIMETER CONDITION)
N.T.S.
1TYPICAL GRADE BEAM ELEVATION & SCHEDULE
09/30/25
256
73 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

CONDUIT OR PIPES, SEE

MECHANICAL, ELECTRICAL

AND/OR PLUMBING DWGS
(E) SLAB
(E) VAPOR BARRIER
(N) COMPACTED

BASE TO MATCH (E)

SEE CAUTION NOTE
(E) BASE
TYP NOTE 2
SEE NOTES 2 & 3

VAPOR BARRIER REMOVE, REPAIR &

REPLACE PER ARCH'L
ELECTRICAL TRENCH___
PLUMBING TRENCH (VIF)___
B
A

SEE NOTES
2 & 3
TYP NOTE 2

VAPOR BARRIER REMOVE,

REPAIR & REPLACE PER ARCH'L FOR SAWCUT SEE DETAIL
NOTE 5
NOTES:

1. SAW-CUTTING SHALL BE AVOIDED NEAR ANY OF THE (E) PAD FOOTINGS, GRADE BEAMS, AND CONT FOOTINGS.

2. REBAR TO MATCH (E) SIZE AND SPACING IN BOTH DIRE CTIONS (#4 @ 18"oc MIN.). INSTALL REBAR IN SIMPSON "SET-XP" EPOXY ADHESIVE PER ICC EVALUATION REPORT NUMBER #ESR-2508. SPECIAL INSPECTION IS NOT REQUIRED UNLESS NOTED ON THE PLANS.

3. CONCRETE STRENGTH SHALL BE 4000 PSI. REBAR SHALL BE 60 KSI. SPECIAL INSPECTION IS NOT REQUIRED.

4. REPLACE/RECOMPACT SOIL MATERIAL PER GEOTECHNICAL REPORT OR MATCH (E) COMPACTION.

5. FOR ANY SLAB ON GRADE SAW-CUTTING THAT IS NOT SH OWN ON THESE DRAWINGS, PRIOR TO

CUTTING THE SLAB, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT SHOWING LOCATIONS,WIDTH, DEPTH, AND LENGTH OF TRENCH. SIZE OF TRENCH WILL BE AS REQ'D BY ELECTRICAL OR PLUMBING.

6. VERIFY IN FIELD ALL (E) INFORMATION.

7. CONTRACTOR SHALL DETERMINE WHICH TRENCH DETAIL T O USE, EXCEPT WHERE A DETAIL IS SPECIFICALLY REFERENCED ON THE PLAN.

8. INSPECTION IS REQUIRED WHEN CALLED OUT ON PLAN.

NOTE 5
TYP.
6"
1 1/2" TYP.

SEE NOTES 1, 4, & 5
SAWCUT
EQ. EQ.
3"
2 -
0 "
TYP.
1 1/2"
3"
SEE NOTES 1, 4, & 5
SAWCUT
EQ. EQ.
2" SAWCUT EXTENT

CUTTING
BLADE

OPENING
CORE 4"Ø HOLES AT EACH

CORNER PRIOR TO

SAWCUTTING

HAND CHIP AS

NECESSARY WHERE

INDICATED BELOW SAWCUT
EXTENT

TYPICAL

WALL TO REMAIN

SECTION AT SLAB OR WALL

PORTION OF SLAB OR

PLAN AT SLAB OR ELEVATION AT WALL

PROPOSED
PROVIDE SQUARE and NEAT

CORNERS WHERE EXPOSED OR

WHERE INDICATED ON

ARCHITECTURAL - HAND CHIP

CORNERS - DO NOT SAWCUT
WITHIN 2" OF CORNERS
2" 2"
GRADE
3" CLR.

CLR
3"
TYP.
2"
1'-2"
1'-0"
2" 2"
1/4

PLAN VIEW A-A

DOUBLE NUT ABOVE

BASE PLATE
GROUT
1 1/2" NON SHRINK

SINGLE NUT ABOVE

AND HEAVY DOUBLE

LOCK NUTS BELOW DEEPEN FOOTING AS

REQUIRED
1 1
A A

COLUMN PER PLAN
BASE PLATE 1" W/(4)
F1554 GR55 3/4"Ø AB
3x3x1/2 WASHER
NOTE:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SH ORING OF ADJACENT EXISTING FOOTING

EDGE OF FOOTING
6"
6"

SECTION

TOP OF LOWERST

EXT OR BUILDING

CONC SLAB ON

GRADE OR FINISH

GRADE ELEVATION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

FOUNDATION AND

SOG DETAILS
S6.05
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL FOUNDATION AND SOG DETAILS
N.T.S.
1TYPICAL SAW CUT SLAB TRENCH
N.T.S.
2TYPICAL SAWCUT DETAIL
N.T.S.
4TYPICAL GRADE BEAM AT STEEL COLUMN
09/30/25
256
74 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

C O N N E C T I O N

S C H E D U L E
BEAM
SIZE
A325-N
H.S.B.

SHEAR
PLATE
THK.

WELD
(BOTH
SIDES)
W6x,C6x (2) 7/8"Ø
W8x, W10x
C8x, C10x
W16x, W18x
W21x
W24x
W27x
W30x
3/8" 5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
3/8"
3/8"
1/2"
1/2"
1/2"
1/2"
(2) 7/8"Ø
(3) 7/8"Ø
(4) 7/8"Ø
(5) 7/8"Ø
(6) 7/8"Ø
(7) 7/8"Ø
(8) 7/8"Ø
3/8"
3/8"
3/8"
W12x, C12x
MC12x, W14x

TYPICAL TWO -SIDED CONNECTION A

INTERIOR

NON FRAME
GIRDER
FOR SHEAR PLATE and

FASTENERS
SEE SCHEDULE - TYP.

CONDITION at W6x or C6X BEAMS C

TYPICAL ONE -SIDED CONNECTION B
CONDITION at GIRDER SPLICES D
5 1/2" MAX.
1/2"

FOR FULL HEIGHT
SHEAR PLATE and

FASTENERS

SEE SCHEDULE

INTERIOR NON

FRAME GIRDER

FULL HEIGHT
STIFF PLATE 3/8
3" 2 TIMES BOLT Ø TYP.

NOTE: DETAIL 01A (TWO-SIDED) and 01B (ONE-SIDED) ARE

APPLICABLE AT BEAM TO INTERIOR NON-FRAME GIRDER

CONNECTIONS ONLY - AT CONNECTIONS TO PERIMETER
GIRDERS and FRAME BEAMS SEE 18/-
2 TIMES
BOLT Ø TYP.

SEE SCHEDULE -
TYP.

SEE SCHEDULE

FOR WELD SIZE -
TYP.

SEE SCHEDULE

FOR WELD SIZE -
TYP.
1/4
1/4 3 SIDES
5/16 3 SIDES
1/4
TYP.
1/2" MAX. 2 TIMES BOLT Ø TYP. 2 TIMES BOLT Ø TYP.

BOLT Ø TYP.
2 TIMES
TYP.
3"
TYP.
5/8" MAX. 2 TIMES BOLT Ø TYP. 2 TIMES BOLT Ø TYP.

DEFINED BY AISC)
BEAM bf/2 MIN. (AS
2 TIMES
BOLT Ø TYP.

FOR BOLT LAYOUT AT

GIRDER SPLICES
FOLLOW
04 -

CONNECTION TO WEB
NOTE:

AT CONNECTIONS TO FRAME COLUMN
WEB SEE S3.1X SERIES
2 TIMES
BOLT Ø

TOP OF COLUMN

WHERE OCCURS

CONNECTION TO FLANGE
2 TIMES
BOLT Ø

FOR SHEAR PL

THICKNESS/GEOMETRY
and FASTENERS
SEE
5/8"
MAX.
5/8"
MAX.

STIFF PL1/2 TOP and BOTTOM
EA. SIDE U.N.O.

5/16
5/16

EACH STIFF PL

TO COLUMN

FLANGES EACH
END
3 SIDES - SEE
SCHED. PER 01/-
SEE SCHED.

PER 01/-
(AS DEFINED BY AISC) + 1/8"
COLUMN "k1"
01 -

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

S C H E D U L E
BEAM
SIZE
QUANTITY 1"Ø
A490-SC H.S.B.'s WELD
(BOTH
SIDES)
SHEAR
PLATE
THK.

W12x and
W14x
W21x
DISTANCE "k" FOR

GIRDER (AS

DEFINED BY AISC)
PLUS 1/8" MAX.

DISTANCE "T" FOR

BEAM (AS DEFINED
BY AISC) MINUS 1/4"

MINIMUM
ROW 1 ROW 2
3 3
5 4
4 6
7 8 8
7 6
5 4
4 W18x
W16x
W24x
W27x
W30x
1/2 3/8
3/8
3/8
5/8
5/8
1/2
1/2
1/2
1/2
1/2
1/2
5/8
5/8
GIRDER
NOTE: SEE CONNECTION TO COLUMN WEB CONDITION AT
LEFT FOR DRAG CONNECTION INFO and DETAIL FOR

REMAINDER OF INFO

CONNECTION TO

WIDE FLANGE GIRDERS A

CONNECTION TO

COLUMN FLANGE B

CONNECTION TO

COLUMN WEB C
NOTE: FOR

REMAINDER OF INFO
SEE
3"
ROW1
ROW2
ROW1
ROW2
PL3/4 TOP and BOTTOM
EA. SIDE
FOR SHEAR PL and FASTENERS

SEE SCHEDULE
DISTANCE "T" FOR

BEAM (AS DEFINED
BY AISC) MINUS 1/4"
3"
W36x 8 8 1/2 5/8
NOTES:

1. PROVIDE THESE DRAG CONNECTIONS

WHERE DENOTED ON PLAN THUS

2. FILLET WELD SIZES SHOWN ARE MINIMUM
WELD SIZES. WHERE WELD SIZES SHOWN

ARE SMALLER THAN AWS MINIMUM WELD
SIZE, USE AWS MINIMUM WELD SIZE.

3. PROVIDE CONNECTION PLATES CONFORMING TO
ASTM A572, GRADE 50.

4. ALL DRAG CONN. MEMBERS ARE PART OF
SFRS.

5. WHERE DRAG CONN. OCCURS AT HSS COL.,
SEE SIM.

SEE

SCHEDULE
3 SIDES SEE

SCHEDULE
01B
-
03 -
05 S6.15

CONDITION A
TYPICAL CONDITION 12
1"
BEARING PL3/4 W/ (2)
3/4" Ø A325-SC BOLTS
FULL HEIGHT STIFF PL3/8 BOTH

SIDES - AT INTERSECTING BEAMS

CONSTRUCT PER

CONDITION IF

OTHER THAN TYPICAL

COLUMN SIZE
BEARING PL THK. IN
LIEU OF INDICATED THK.

HSSXxXxX PL7/8

EXAMPLE PLAN REFERENCE
NOTES:

1. PROVIDE 1/2" THICK BEARING PLATES W/ (4) 3/4"Ø A3 25-SC BOLTS UNLESS NOTED OTHERWISE.

2. BEARING PLATES SHALL BE AS WIDE AS SUPPORTING
SURFACE AND SHALL BE 1" MINIMUM WIDER ON EACH SIDE OF
HSS OR PIPE COLUMN.

3. WHERE DECK FLUTES ARE CUT AT BEARING PLATE, PROVI DE DECK SUPPORT ANGLES PER 15/S6.12 OR 15/S6.13.
5/16 TYP.
1/4
1/4
(3) SIDES TYP.

AT FULL-HT
STIFF PL´s
U.N.O.
18 -
TYP.
12A
-

B B B B
B B
(ONLY WHERE INDCATED)
TYP.
1 1/2"
TYP
2"
SEE NOTE 2

VIEW B -B
BEAM
GAUGE

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
3/4" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

STRUCTURAL

STEEL DETAILS
S6.11
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL STRUCTURAL STEEL DETAILS
N.T.S.
1TYPICAL BEAM to GIRDER CONNECTIONS
N.T.S.
2TYPICAL NON-FRAME BEAM TO WIDE FLANGE

COLUMN CONNECTIONS
N.T.S.
3TYPICAL DRAG CONNECTION SCHEDULE and DETAILS
N.T.S.
7TYPICAL BEAM TO HSS OR PIPE COLUMN CONNECTIONS
09/30/25
256
75 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

TYPICAL CONDITION
NOTE: FOR REMINDER

OF INFO SEE TYPICAL

CONDITION BELOW

BRACE INDICATED THUS ON
PLAN - PROVIDE L4x3x3/8 LLV
(SINGLE ARROW INDICATES

LOW END)
CONDITION WHERE L < 5' -0"
PL3/8 W/ (2) 3/4"Ø A325-SC

BOLTS - PROVIDE VERTICAL

SHORT SLOTTED HOLES IN
PL and HARDENED WASHERS

OVER SLOTS
PL3/8 W/ (2) 3/4"Ø A325-SC BOLTS - AT LOWER BOLT
PROVIDE VERT. SLOTTED HOLES and WASHERS SAME

AS OTHER END

BRACE INDICATED THUS ON
PLAN - PROVIDE 2L4x3x1/4

LLV (SINGLE ARROW

INDICATES LOW END)
STITCH PL3/8x4x0'-4" W/ 3/4"Ø
A325-SC BOLTS - LOCATE AT

BRACE MID-LENGTH
WORK POINT - TYP.
2 TIMES BOLT
Ø -TYP. ALL
EDGES U.N.O.
3 TIMES
BOLT Ø TYP.
3 TIMES BOLT Ø - TYP. AT

SLOTTED HOLES
LENGTH "L" PARALLEL TO ANGLE
5/16
5/16 TYP.

TYP.
2" MAX.

TYPICAL CONDITION - "H" = 6" MAXIMUM
NOTE:

SEE DETAIL 01B/- FOR FULL HEIGHT SHEAR PLATE
THICKNESS/GEOMETRY and QUANTITY OF FASTENERS EXCEPT
USE 1"Ø A490-SC BOLTS IN LIEU OF BEARING TYPE BOLTS
A
CONDITION WHERE "H" > 6" B
CONDITION WHERE "H" > 14" C
NOTE:

FOR REMAINDER OF INFO SEE

TYPICAL CONDITION BELOW

FULL HEIGHT SHEAR PL -

SEE NOTE BELOW
FRAME and/OR PERIMETER
GIRDER
BEAM
FULL HT. STIFF PL. 3/8
DISTANCE "T" FOR BEAM (AS
DEFINED BY AISC) MINUS 1/4"

MINIMUM
DISTANCE "k" FOR GIRDER
(AS DEFINED BY AISC) PLUS
1/8" MAX.

DISTANCE "k" FOR

GIRDER (AS DEFINED BY
AISC) PLUS 1/8" MAX.

PL3/8 W/ (2) 3/4"Ø A325-SC
BOLTS
2 TIMES
BOLT Ø
FRAME and/OR

PERIMETER GIRDER
3 TIMES BOLT
Ø TYP.
2 TIMES BOLT

Ø TYP.
2 TIMES
BOLT Ø TYP.

NOTE:

FOR REMAINDER OF INFO SEE

TYPICAL CONDITION BELOW
BEAM
2 1/2
TIMES BOLT Ø
MIN.
1 1
1/2"
2"
BEAM
PL3/8 1/2"
1/2" 1/2"
1 1
L4x3x1/4 LLH KICKER W/
(2) 3/4"Ø A325-SC BOLTS

EACH END
FRAME and/OR

PERIMETER GIRDER

AWS MINIMUM

SEE SCHEDULE
01/- TYP.
(6" MAXIMUM)
"H"
"H" "H"
BOLT Ø
2 TIMES
3/16
3/16
5/16
5/16

BEAM BOTTOM
FLANGE

CONDITION

BEAM TOP FLANGE OR

COLUMN TO BASE PLATE

CONDITION
NOTE: TOLERANCES SHALL NOT ACCUMULATE TO EXTENT THAT ANGLE OF ACCESS HOLE CUT TO FLANGE SURFACE EXCEEDS 25°
LEGEND:

A LARGER OF Tf OR 1/2" (PLUS 1/2Tf, OR MINUS 1/4Tf)
B 3/4Tf to Tf, 3/4" MINIMUM (±1/4")
Ba BEVEL ANGLE AS REQUIRED FOR SELECTED GROOVE WELD

PROCEDURE
C 3Tf (±1/2")
R 3/8" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0)
Tf FLANGE THICKNESS
ALIGN
ENDS
"C"
"R"
"Tf" "B"
"A"
"Ba"
"Tf" "B"
"Ba"
"R"
"C"
"A"

HSS BEAM OR HEADER TO HSS BEAM CONNECTION A

HSS BEAM OR HEADER TO HSS COLUMN CONNECTION B

HSS COLUMN TO HSS BEAM CONN D
C
ALIGN

BOTTOM OF HSS BM

WHERE SHALLOWER

HSS BEAM

HSS BEAM OUTRIGGER

WHERE OCCURS - CONN

SAME AS OTHER SIDE

HSS COLUMN
FACE PLATE 3/8" MATCHING
HSS BEAM OR HEADER WIDTH and

HEIGHT TYP WHERE BEAM IS

WIDER THAN COL ONLY

HSS BEAM OR
HEADER

HSS BEAM OR HEADER

TOP OF COL WHERE

OCCURS - PROVIDE CAP
PLATE 3/8'

HSS COL

HSS BEAM
FACE PLATE 1/2" MATCHING

HSS COL DIM, REQ'DD WHERE COL

IS WIDER THAN BEAM

END OF BEAM WHERE

OCCURS - PROVIDE END
PLATE 3/8"
FACE PLATE 3/8" MATCHING

HSS BEAM OR HEADER

WIDTH & HEIGHT TYP

DEEPER HSS BEAM

WHERE OCCURS OR
END PLATE 3/8" W/

FLUSH SEAM WELD ALL
AROUND

HSS BEAM TO HSS COLUMN MOMENT CONN

HSS COLUMN

HSS BEAM HSS BEAM
NOTE:

ALL WELDS SHALL BE

GROUND SMOOTH

CAP PL TO MATCH WALL THICKNESS

OF HSS BEAM
1/4
1/4
1/4

USE WHERE

DEEPER HSS

BM OCCURS
TYP

END PLATE
1/4
1/4

CJP AT CAP
PLATE

CJP AT CAP
PLATE
TYP
1/4
1/4

CJP AT END
PLATE

CJP, TYP
W12x26 MINIMUM -

PERPENDICULAR BEAM OR AS

INDICATED ON DRAWINGS

CONN TO SUPPORTING BEAM
PER U.N.O.

SUPPORTING
BEAM
BASE PLATE 1 1/2" THK
POST and BEAM

POST & BEAM
MIN 4" MIN 4"
1/2" TYP
1/2"
MIN
12" 1/4
5/16
5/16

WELD TIEBACK ANCHOR TO

BASE PLATE BY OTHERS
1/2"
1 S6.11

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

STRUCTURAL

STEEL DETAILS
S6.12
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL STRUCTURAL STEEL DETAILS
N.T.S.
1TYPICAL BOTTOM FLANGE BRACE
(BRACE PERP. TO BOTH BEAMS)
N.T.S.
2TYPICAL BOTTOM FLANGE BRACE
AT PERIMETER and FRAME BEAMS
N.T.S.
3TYP. ENLARGED DETAIL AT WELD ACCESS HOLE
N.T.S.
4TYP HSS BM TO HSS BM and HSS COL CONN
(EXPOSED CONN)
1" = 1' -0"
5TIEBACK ANCHOR DETAIL ON BEAM
09/30/25
256
76 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

RD1 PROFILE EXAMPLE PLAN REFERENCE TYP. BEAM SECTION AT

CHANGE IN DECKING SPAN DIRECTION B
RDX

ROOF CONSTRUCTION
MARK

GAUGE OR METAL

DECKING IF OTHER

THAN SCHEDULED
XX GA.
18 GA. CLOSURE
MIN 2"

STUD WHERE OCCURS
1- ½" MIN. CLR. TO

DECKING CLOSURE
NOTES:

1. PROVIDE VERCO METAL DECKING and ACCESSORIES IN

CONFORMANCE WITH REQUIREMENTS SET IN GENERAL
NOTES "METAL DECKING" SECTION.

2. NO DUCTS, ELECTRICAL OR OTHERWISE, SHALL OCCUR I N
FILL UNLESS NOTED OTHERWISE.

3. ARC SPOT (PUDDLE) WELDS SHALL HAVE AN EFFECTIVE
FUSION AREA TO SUPPORTING MEMBER AT LEAST 1/2-INCH
IN DIAMETER.

F L O O R a n d R O O F C O N S T R U C T I O N S C H E D U L E MARK
RD1

METAL DECKING
1 ½" VERCO PLB 36 x 18 GAUGE
DECK
TOTAL
SLAB
"T"
1 ½"
(DKG. ONLY)

SLAB DESCRIPTION

RIGID INSULATION OF VARYING THICKNESS

PER ARCHITECTURAL

METAL DECKING WELDING OR

FASTENING

ARC SPOT (PUDDLE) WELDS
U.N.O. - SEE NOTE 3

PERPENDICULAR TO

SUPPORTS
(7) PER 36" SHEET

PARALLEL TO

SUPPORTS
SPACE @ 12" O/C
SEAMS
VSC2 @ 12" O/C

DECKING SECTION PROPERTIES

MOMENT OF
INERTIA "I"
(IN. 4/FT.)

0.306

SECTION
MODULUS "S" (IN
3/FT.)

0.314 (+)

0.331 (-)

REQD BEARING WIDTH

INTERIOR
4"
END
2"
3 1/2" 2 1/2" 6"
1 3/4"
3'-0"
1 1/2"

CONDITION WHERE BEAM

FLANGE DOESN'T ALIGN W/ LOW FLUTE C
1/2" MAX.

PLATE MATCHING

GAUGE OF DECK

ATTACH DECK TO PLATE
AND PLATE TO BM. WITH

PUDDLE WELDS PER

SCHEDULE
CUT DECK AS REQD.

METAL DECK
NOTES:

1. DO NOT CUT MORE THAN 2 ADJACENT WEBS.

2. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MO RE THAN 1 WEB NEED NO REINFORCING.

3. ANGLES SHALL BE PLACED ON TOP OF DECK.

4. IF DIMENSION "A" IS GREATER THAN 4D1, 4D2, OR 32 " WHICHEVER IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "B".

5. IF DIMENSION "B" IS GREATER THAN 4D1, 4D2, OR 32 " WHICHEVER IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "A".

6. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 4D2 , OR 32" WHICHEVER IS LARGER, THE

OPENING GROUP WILL BE CONSIDERED AS A SINGLE HOLE, AND MUST BE REINFORCED AS REQUIRED FOR THE LARGER OPENING.

L1-3/4x1-3/4x1/4, TYP. WEBS OF DECK
BEAM BELOW EXTEND ANGLE 3

WEBS PASSED

OPENING

THIS IS CONSIDERED

A SINGLE OPENING
"B"
"A"
D2
D1
1/8

ADJACENT TO
CUT WEB, TYP.

CLUSTER OF SMALL

OPENINGS SHALL BE

CONSIDERED AS ONE

OPENING
PLAN

CLOSURE PROFILE

PERPENDICULAR TO DECK SPAN

CLOSURE PROFILE

PARALLEL TO DECK SPAN
2" 2"
18 GA.
18 GA.
18 GA.

SECTION AT BARE DECK (NO CONCRETE FILL)
NOTE:

FOR REMAINDER OF INFO

SEE SECTION AT CONCRETE

FILLED DECK BELOW
1/2 "
1/2 "
1 1/2" TYP.

SECTION AT BARE DECK
(NO CONCRETE FILL)
PLAN

CLOSURE ALL SIDES OF OPENING -
GAUGE and PROFILE PER
DECK
SPAN
C6x8.2 BOTH SIDES OF OPENING
C6x8.2 BOTH SIDES OF OPENING -

CONNECT TO BEAM EACH END PER
NOTE: WHERE WIDE FLANGE BEAMS OCCUR

ADJACENT TO SIDES OF OPENING, PROVIDE

CLOSURE PER
MAX.
4´-0"
MIN.
2´-0"
10´-0" MAXIMUM

OPENING
1/8 3
1/8 3C6x TO C6x
TYP.

MAXIMUM
10´-0" 01C
S6.11
10 -
03 S6.13

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL METAL

DECKING DETAILS
S6.13
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL METAL DECKING DETAILS
N.T.S.
1TYPICAL FLOOR and ROOF CONSTRUCTION SCHEDULE and DETAILS N.T.S.
2DECK REINFORCING AT SMALL OPENINGS
N.T.S.
5TYPICAL OPENINGS IN FLOOR and ROOF DECKS
UP TO 2'-0" SQUARE
N.T.S.
3TYPICAL OPENINGS IN FLOOR and ROOF DECKS
UP TO 4'-0" WIDE
09/30/25
256
77 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

CONNECTION AT

INTERSECTING BEAM

PER STEEL BEAM
CONTINUOUS BENT CLOSURE PL 3/16" -
EXTEND and LAP ON BEAM
CONTINUE DECKING and WELD

TO CLOSURE PL PER
SCHEDULED "PARALLEL TO
SUPPORT" PUDDLE WELDS
2 TIMES BOLT Ø

MINIMUM TYP
L5x5x3/8 OUTRIGGER @
10'-0" O/C MAXIMUM W/ (2)
3/4" Ø A325-SC BOLTS TO

FULL HEIGHT STIFF PL

CONNECTION AT

INTERSECTING BEAM
PER

STEEL BEAM
2 TIMES
BOLT Ø
MIN. TYP.

FULL HEIGHT
STIFF PL 3/8"
1 3/4"
3 TIMES
BOLT Ø

TYP.

L3 1/2x3 1/2x1/4 KICKER AT
EACH OUTRIGGER W/ (2) 3/4"Ø
A325-SC BOLTS EACH END

BOTTOM OF CLOSURE PL FLUSH

W/ TOP OF STEEL AT BEAM

CONTINUOUS BENT
CLOSURE PL 3/16"
CONDITION AT 1' -1" OVERHANG OR LESS D TYPICAL CONDITION C 1/2"
3 1/2" UNO
1/2 "

DECKING PARALLEL OR SKEWED TO DECK EDGES

TYPICAL CLOSURE PL PROFILES

DECKING PERPENDICULAR TO DECK EDGES

TYPICAL CONDITION A
CONTINUE DECKING and WELD TO

CLOSURE PL PER SCHEDULED
"PERPENDICULAR TO SUPPORT"

PUDDLE WELDS
L5x5x3/8 OUTRIGGER @ 10'-0" O/C
MAXIMUM W/ (2) 3/4"Ø A325-SC

BOLTS TO FULL HEIGHT STIFF PL

BRACE OPPOSITE EACH

OUTRIGGER ASSEMBLY PER

STEEL BEAM

FULL HEIGHT
STIFF PL 3/8"
2 TIMES
BOLT Ø
MIN. TYP.
1 3/4"
PL 3/16" 10 GAUGE

CONTINUOUS BENT
CLOSURE PL 3/16"

BOTTOM OF CLOSURE PLATE

FLUSH W/ TOP OF STEEL AT BEAM
L3 1/2x3 1/2x1/4 KICKER AT EACH
OUTRIGGER W/ (2) 3/4" Ø A325-SC

BOLTS EACH END
3 TI
MES
BOLT Ø

TYP.

NOTES:

1. SPLICE CLOSURE PL's W/ COMPLETE
PENETRATION BUTT WELDS.

2. CLOSURE PL REQUIRES SUPPORT AT EACH
COLUMN - SEE DETAIL 09/-.
1/2"
MIN.
1 1/2"
NOTE:

AT INTERIOR DECK EDGES FOR DUCT SHAFT OPENINGS, 10 GAUGE BENT CLOSURE PL MAY BE SUBSTITUTED FOR 3/16" CLOSURE PL
2"
3 1/2" UNO

OR LESS
2' - 9" OVERHANG
3 1/2"
2 1/4"
MAX.
5"
1/2"
3 1/2"
2 1/4"
1/2"
MAX.
5"
2" LAP
NOTE: AT INTERIOR DECK EDGES FOR DUCT SHAFT OPENIN GS, 10 GAUGE BENT CLOSURE PL MAY BE SUBSTITUTED FOR 3/16" CLOSURE PL

CONTINUOUS BENT
CLOSURE PL 3/16" -
EXTEND and LAP ON BEAM

STEEL BEAM
CONDITION AT 1' -1" OVERHANG OR LESS B

OR LESS
2' - 9" OVERHANG
1/2"
1/2"
2" LAP

OR LESS
1"-1"

OVERHANG
3/16
3/16 CLOSURE TO

OUTRIGGER
1/8 2-12

CLOSURE TO
BEAM
1/8 2-12

SEE ARCH
6 1/4" MIN. UNO

SEE ARCH
6 1/4" MIN. UNO
3/16
3/16 CLOSURE TO

OUTRIGGER

OR LESS
1´-1" OVERHANG
1/8 2-12

CLOSURE TO
BEAM
1/8 2-12
BOLT Ø
2 TIMES
. .
.
.
2 TIMES BOLT Ø

MINIMUM TYP
BOLT Ø
2 TIMES
5/16
5/16 3 SIDES, TYP
5/16
5/16 3 SIDES, TYP
01B
S6.11
&
17 S6.11
18B
S6.11
01B
S6.11
&
18B
S6.11

OVERHANG OR LESS
1' - 6"
1/2" 3"
L6x4x5/16 LLV AT BOTH
COLUMN FLANGES (2 PER COLUMN)
NOTE: FOR REMAINDER OF NOTES

SEE CONDITION AT RIGHT
(OUTRIGGER ASSEMBLY and STIFF
PL's NOT REQUIRED)
CONDITION AT 1' -6" OVERHANG OR LESS
PL3/8x4x0'-6" W/ (2) 3/4" Ø
A325-SC BOLTS TO

OUTRIGGER
STIFF PL1/2" - SEE

TYP, UNO
NOTE:

REMAINDER OF INFO PER CONDITION 03A BELOW
L5x5x3/8 OUTRIGGER - LOCATE AT

COLUMN CENTER LINE
STIFF PL 1/2" UNO
COLUMN "k1" (AS DEFINED
BY AISC) + 1/8"
1/2"
PLATE 3/8"
1 1

OR LESS
2' - 9" OVERHANG
5" MAX.

TYPICAL CONDITION C

CLOSURE SUPPORT TO COLUMN (COLUMN FLANGE ORIENTED PERPENDICULAR TO DECK EDGE)

OVERHANG OR LESS
1' - 6"
C6X8.2 - LOCATE AT COLUMN

CENTER LINE
NOTE: FOR REMAINDER OF

NOTES SEE CONDITION AT

RIGHT (OUTRIGGER ASSEMBLY

NOT REQUIRED)
CONDITION AT 1' -6" OVERHANG OR LESS
1 1

TYPICAL CONDITION

AT CONCRETE FILL PROVIDE
1/2"Øx 5'-0" WELDED DEFORMED
ANCHORS LOCATED WITHIN 3"

BOTH SIDES OF COLUMN

TOP OF COLUMN WHERE
OCCURS
PL3/8x4x0'-6" W/ (2) 3/4"Ø A325-

SC BOLTS TO OUTRIGGER
PLATE 3/8

CONTINUOUS CLOSURE PL AT BUILDING
PERIMETER PER DETAILS 01/- OR 03/-

AT CONCRETE FILL CONTINUE EDGE

BAR(S) PAST COLUMN WHERE POSSIBLE
L5x5x3/8 OUTRIGGER - LOCATE AT

COLUMN CENTER LINE
L3 1/2x3 1/2x1/4 KICKER W/ (2) 3/4"Ø A325-

SC BOLTS EACH END - LOCATE BOLTS
PER 01/- OR 03/-
NOTES:

1. WHERE PERIMETER BEAM

CONTINUES OVER COLUMN,

PROVIDE OUTRIGGERS PER
DETAILS 01/- OR 03/-

CLOSURE SUPPORT TO COLUMN (COLUMN FLANGE ORIENTED PARALLEL TO DECK EDGE) 5" MAX.

OR LESS
2' - 9" OVERHANG
6"
1/2"
1/2" 1/2"
TYP.
2 TIMES
BOLT Ø
TYP.
2 TIMES
BOLT Ø
AB
D

3/16
3/16 CLOSURE TO

SUPPORT
5/16
5/16
1/4
5/16
5/16
5/16
5/16

EACH STIFF
PL TO
COLUMN

FLANGES

EACH END
5/16
5/16 2 SIDES, TYP
03 S6.11
1/4
1/4" GUSSET
PLATE AT 2'-0" O/C MAX.

DETAIL C
1/4" GUSSET PLATE
AT 2'-0" O/C MAX.

DETAIL E DETAIL ADETAIL B
1/4" GUSSET PLATE AT
2'-0" O/C MAX.

DETAIL DDETAIL F

ANGLE OR BENT PLATE
(L5x3x1/4" MIN.)

ANGLE OR BENT PLATE
(L5x3x1/4" MIN.)
1/4" GUSSET
PLATE AT 2'-0" O/C MAX.
1/4"
3/16 4
3/16 4AT END
3/16 3-12 TYP. 3/16 3-12
3/16 4
3/16 4AT END
3/16 3-12 TYP. 3/16 3-12
3/16 4
3/16 4AT END
3/16 3-12 TYP. 3/16 3-12
3/16 4
3/16 4 AT ENDS
3/16 3-12 TYP. 3/16 3-12
3/16 4
3/16 4 AT ENDS
3/16 3-12 TYP. 3/16 3-12
3/16 4
3/16 4 AT ENDS
3/16 3-12 TYP. 3/16 3-12
5/16"
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
Tf
Tf

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
3/4" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL DECK

SUPPORTING

DETAILS
S6.14
Checker
MONROE ST. POOL REPLACEMENT

TYPICAL DECK SUPPORTING DETAILS
N.T.S.
1TYPICAL PERIMETER and INTERIOR DECK EDGES
(BARE METAL DECKING CONDITION - NO STRUCTURAL CONCRETE FILL) N.T.S.
7TYPICAL PERIMETER EDGE SUPPORT AT COLUMNS
N.T.S.
2TYP. DECK SUPPORT AT ANGLES
09/30/25
256
78 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROVIDE (2) HORIZONTAL
BARS CONTINUOUS [(2) #5
MINIMUM] AT TOP OF WALL and

AT FIRST COURSE BELOW
FLOOR and ROOF LINES UNO

ON WALL ELEVATIONS

LOCATE VERTICAL BAR AT

CENTER LINE OF WALL
db

SECTION

LOCATE VERTICAL

BAR AT WALL
NOTE:
"db" INDICATES DIAMETER
OF BAR

PLAN VIEW

BAR PLACEMENT AT

SINGLE CURTAIN CONDITION Z

OF JOINT REBAR
PER SCHEDULE ADDED VERT. REINF EA. SIDE OF

CONTROL JOINT SIZE TO MATCH
WALL REINF. AS SCHEDULED CMU CONTROL JOINT

AT SINGLE CURTAIN

CONDITION
NOTE:

FOR REMAINDER OF INFO SEE

DOUBLE CURTAIN CONDITION

INSIDE FACE OF
BLOCK SHELL, TYP.

NOTE: PROVIDE OPEN END UNIT AT

EACH VERTICAL BAR
#5 OR WALL VERTICALS -

WHICHEVER IS GREATER -
4 TOTAL

ALTERNATE BENDS

CUT SHELL TO MATCH

BOND BEAMS

PROVIDE OPEN END UNIT AT

INTERSECTION

INTERSECTION (SINGLE CURTAIN)
#5 OR WALL VERTICALS -

WHICHEVER IS GREATER
3 TOTAL
NOTE: "db" INDICATES

DIAMETER OF BAR

CUT SHELL TO MATCH

BOND BEAMS

PROVIDE OPEN END UNIT AT

INTERSECTION

CORNER (SINGLE CURTAIN)
72db
72db

STANDARD HOOK
1" CLEAR OR 1-1/2db MINIMUM

WHICHEVER IS GREATER

SINGLE CURTAIN CONDITION

SECTION AT JAMB BARS OR BARS AT WALL ENDS (PLAN VIEWS) B PROVIDE LINTEL BARS PER JAMB and

LINTEL REINFORCING SCHEDULE

UNLESS NOTED OTHERWISE

STANDARD HOOK
PROVIDE LINTEL UNITS AT HEAD and

BOND BEAM UNITS AT SILL
1" CLEAR OR 1-1/2db MINIMUM

WHICHEVER IS GREATER

SINGLE CURTAIN CONDITION SECTION AT LINTEL BARS
(SILL CONDITION SIMILAR)
A

JAMB BARS OR VERTICAL BARS

AT WALL ENDS

ALTERNATE HOOK

CONTINUOUS

FOOTING SIZE AND
REINF'G. PER PLAN

CONCRETE SLAB ON

GRADE PER PLAN
DOWELS TO MATCH SIZE and

SPACING OF VERTICAL BARS -
PROVIDE STD. 90° HOOKS AT

BOTTOM OF FOOTING
PLACE 1st ROW OF BARS
IN 1st COURSE
#4 DOWELS x 60" @ 12" O/C

CMU WALL
NOTES:

1. FOR CONDITIONS AT WALL OPENINGS
SEE

BOTH CURTAINS
72db LAP
PLAN NOTE 7
SEE FDN. SEE PLAN

SEE PLAN
TYP.
2"
MAX.
12 -

THICKENED SLAB,

WHERE OCCURS

OF WALL & FTG
TYP
3" CLR
12"

SEE PLAN

CMU WALL
NOTE:

1. 11
-

GRADE OR PAVING PER
ARCH'L / CIVIL #4 DOWELS x 30"
@ 16" O/C
12"
NOTE 7
SEE FND.

PLAN
3"
CLR.

TYP.

SEE PLAN

FOR REMAINDER OF INFO SEE
1'-6"
ALT. BEND

BOTH CURTAINS
72db LAP

SLAB ON GRADE
WHERE OCCURS 10"
1'-0"
4'-0" MAX
2'-6" MIN
#4x 12" @ 16" O/C
- ALTERNATE BENDS AT
INTERIOR CONDITION (1st
BAR 3" FROM WALL END)
12"
ADD (2) #4 EXTEND 2'-0" EA

END BEYON OPENING

WALL BEYOND
SEE SCHED.

PER PLAN

FOOTING REBAR
PER SCHED.

PLAN
PER
SEE SCHED.

PER PLAN

SLAB PER
PLAN
5 7
8 6
TYP. 3
5 4
5 55
6 4
2 TYP. 1

FIRST LEVEL

ROOF LEVEL

TOP OF FOOTING

MASONRY PARAPET WHERE
OCCURS
SILL
HEIGHT
"W" "W" "W"

WINDOW OPENING
(SILL HEIGHT > 6'-0")

OR OPENING AT

MISCELLANEOUS

UTILITY

PENETRATION

WINDOW OPENING (SILL
HEIGHT < 6'-0")

WALL OR DOOR OPENING

AT SLAB ON GRADE LEVEL
CONDITION 1C CONDITION 1B CONDITION 1A
JAMB and LINTEL

REINFORCING SCHEDULE
(UNLESS NOTED OTHERWISE ON PLANS OR WALL ELEVATIONS)

MAXIMUM
OPENING WIDTH "W"
3'-4"
4'-0"
6'-8"
9'-4"

JAMB REINFORCING
(VERTICAL)
(2)#5
(2) #5
(2) #5
(2) #5
(2)#5
(2) #5
(2) #5
(2) #5

LINTEL REINFORCING
(HORIZONTAL)
PROVIDE DOWELS AT BOTTOM OF WALL MATCHING SIZE and QUANTITY OF VERTICAL OR JAMB BARS INTO FOUNDATION W/ STD. 90° HOOKS AT BOTTOM OF FOOTING - LAP W/ VERTICAL OR JAMB BARS 72 BAR DIAMETERS (db) TYPICAL HORIZONTAL WALL BARS PER SECTION. PROVIDE STD. 180° HOOKS AT WALL ENDS and OPENINGS - LAP HORIZONTAL BARS 48 db AT WELL STAGGERED LOCATIONS - NO ATTEMPT IS MADE TO LOCATE HORIZONTAL BAR

SPLICE LOCATIONS
TYPICAL VERTICAL WALL BARS PER SECTION. ADD DOWELS AT CONCRETE SLAB ON GRADE PER DETAILS INDICATED TYPICAL JAMB BARS - SEE JAMB and LINTEL REINFORCING SCHEDULE UNLESS SPECIFIC BOUNDARY ELEMENT REINFORCING SHOWN ON PLANS - EXTEND JAMB BARS 72 db ABOVE and BELOW OPENINGS UNLESS SHOWN OTHERWISE (ADD BARS WITH STD. 90° HOOK AT TOP OF WA LL WHERE WALLS TERMINATE ABOVE OPENING) - FOR TYPICAL SECTION AT JAMB BARS SEE 4B/- UNLESS NOTED OTHERWISE TYPICAL LINTEL BARS - SEE JAMB and LINTEL REINFORCING SCHEDULE UNLESS OTHERWISE INDICATED ON PLANS - SPLICES NOT PERMITTED - EXTEND LINTEL BARS 48 db BEYOND OPENINGS UNLESS SHOWN OTHERWISE (PROVIDE STD. 90° HOOK AT WALL ENDS IF EXTENSION LENGTH BEYOND OPENING CANNOT BE ATTAINED) - FOR TYPICAL SECTION AT LINTEL BARS INCLUDING CONFINING TIES SEE 4A/- UNLESS NOTED OTHERWISE PROVIDE (2) #5 VERTICAL BARS AT WALL ENDS AND USE (2) #5 AT 8" NON-BEARING WALLS - FOR TYPICAL SECTION AT VERTICAL BARS AT WALL ENDS SEE 4B/- UNLESS NOTED OTHERWISE- PROVIDE ADDED BARS AT CORNERS and INTERSECTIONS PER 3/- U.N.O

IF WALL HEIGHT IS NON-MODULAR OR TOP OF WALL SLOPES , EITHER SAW TOP COURSE OR (IF NOT EXPOSED) FORM TOP COURSE and GROUT SOLIDLY
AT TOP OF WALL, PROVIDE (2) HORIZONTAL WALL BARS W/ STD. 180° HOOKS AT WALL ENDS BEAM POCKET PER PLAN (WHERE OCCURS). AT INTERRUPTED CHORD REINFORCING PROVIDE BARS MATCHING SIZE AND QUANTITY OF INTERRUPTED REINFORCING DIRECTLY BE NEATH POCKET CONTINUE 72 db BEYOND POCKET EACH END SEE 09/S6.62
1 2
3 4
5 6
7 8

REINFORCING

VERTICAL REINFORCING

W A L L R E I N F O R C I N G S C H E D U L E
(UNLESS NOTED OTHERWISE - SEE PLANS OR WALL ELEVATIONS FOR WALL THICKNESS)

REINFORCING
HORIZ. REINFORCING

NOMINAL
WALL

THICKNESS

REINFORCING

PLACEMENT DETAIL
SINGLE CURTAIN #5 @ 16" O/C -
ALTERNATE EA. SIDE OF HORIZ.

BARS (FOR STANDARD 16"
LONG UNITS) SEE NOTE #2
SINGLE CURTAIN #5@16" O/C -
LOCATE AT WALL CENTERLINE 8" 1Z
-
NOTES:

1. AT PIERS BETWEEN ADJACENT OPENINGS WHERE PIER WI DTH "PW" < 6'-0", DETERMINE JAMB BARS BASED ON LARGER OPENING WIDTH "W".

NOTES:

1. FOR 12" THICK WALL WHERE 12" LONG UNITS ARE TRAN SITIONED INTO 16" UNITS THROUGH THE HEIGHT OF CONT. WALL, PROVIDE REBAR PER DETAIL 13/S1.32

2. FOR 12" LONG CMU UNITS, PROVIDE #5 @ 12" O/C PLA CED AT ALTERNATE EA. SIDE OF HORIZ.

KEY NOTES:
9 9

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
TYP. CMU WALL

ELEVATION AND

DETAILS
S6.61
Checker
MONROE ST. POOL REPLACEMENT
TYP. CMU WALL ELEVATION AND DETAILS
3/4" = 1' -0"
3TYP MASONRY CONSTRUCTION
AT CORNERS and INTERSECTIONS (PLAN VIEWS)
N.T.S.
6TYPICAL MASONRY CONSTRUCTION AT OPENINGS and WALL ENDS N.T.S.
10 TYPICAL INTERIOR MASONRY

WALL AT CONTINUOUS FOOTING
N.T.S.
11 TYPICAL PERIMETER MASONRY

WALL AT CONTINUOUS FOOTING
N.T.S.
12 TYPICAL OPENING MASONRY WALL AT CONT

FOOTING
N.T.S.
1TYPICAL MASONRY WALL ELEVATION and REINFORCING SCHEDULES (APPLICABLE TO ALL MASONRY WALLS EXCEPT SITE RETAINING WALLS UNLESS NOTED OTHERWISE) 09/30/25
256
79 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

JAMB REINF. PER SCHEDULE
#4 @ 4" O/C w/ STD.
180° HOOK
(1) WALL VERT. BAR
#5@8" O/C w/ STD.
180° HOOK

PIER (COLUMN) REINFORCING (ONE BLOCK CONDITION SHOWN)

PIER REINFORCING (TWO BLOCK CONDITION SHOWN)
1 BLOCK
3T TO 5T
NOTE:

FOR SIMILAR CONDITION AT
12" WALL SEE
JAMB REINF.

PER SCHEDULE
JAMB REINF.

PER SCHEDULE
NOTE: FORMING MAY

REQUIRE SHORING

CMU SHELL
T
14B
-

ALL AROUND
1" MIN. GROUT

ANCHOR BOLT

FACE OF MASONRY
NOTE:

1. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSI ONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED. 2" CLR.
8" CMU WALL (PLAN VIEW)
CONT. WALL HORIZONTAL

REINFORCING PER ELEVATION

CMU WALL

PER PLAN
16" MIN.
(1) 3/4" DIA. MAX.

CONDUIT
NOTES:

1. PLACE CONDUITS IN CELLS WITHOUT VERTICAL REINFOR CEMENT WHENEVER POSSIBLE.

2. WIRE VERTICAL CONDUIT TO WALL HORIZONTAL BARS, M AINTAIN BARS IN PLACE DURING GROUT POUR.

3. HORIZONTAL CONDUIT ARE NOT PERMITTED.

4. NO ALUMINUM COMPONENTS SHALL BE EMBEDED IN MASON RY CONSTRUCTION.

TYP.
8"
TYP.
2"
TYP.
72 db LAP
TRIM BAR, TYP.

TYPICAL WALL
HORIZ. REINF'G

TYPICAL
WALL HORIZ.

REINF'G

BEAM POCKETED CONNECTION

PER PLAN
CHORD

REINF'G PER
ELEV. TYP.

CHORD REINF'G

INTERRUPTED BY

POCKET -
PROVIDE STD. 90°
HOOK,TYP.

PROVIDE HORIZONTAL BARS MATCHING SIZE
and QUANTITY OF INTERRUPTED CHORD
REINFORCING. PROVIDE EITHER ABOVE OR
BELOW POCKET AS SHOWN W/ 72db LAP TO

TYPICAL WALL HORIZONTAL
NOTE: 72db LAP TO BE BASED ON LARGER BAR DIAMETER

PLAN VIEW

SECTION

B E A R I N G PLATE

S C H E D U L E
W16x and SMALLER

BEAM PER PLAN
3/4" CEMENTITIOUS,

NON-SHRINK LEVELING GROUT
(2) 3/4"Ø A307 HEADED BOLTS

BEARING PLATE SIZE PER SCHEDULE

POCKET TO BE GROUTED SOLID

PROVIDE TRIM REINF'G ALL AROUND

BEAM POCKET PER
(2) 3/4"Øx6" LONG WELDED-

HEADED ANCHORS BOTH SIDES

BEAM BEARING PLATE SIZE
(THICKNESS)
3/4"
5/16
EQ. 6" EQ.

MIN.
1' - 0"
NOTES

SYMMETRICAL

ABOUT CL

BARE METAL DECKING PER PLANS
(SEE PLANS FOR SPAN DIRECTION)
1" TYP.

TYP.
3"
8 1/2" @ 12" WALL
4 1/2" @ 8" WALL
EQ. EQ.

EQ. EQ.

BARS MATCHING SIZE and QUANTITY

OF INTERRUPTED CHORD REINF'G
(CONTINUE 72db BEYOND POCKET)
17 -

STAGGER MECHANICAL
SPLICE COUPLERS 24" MIN.

FOR BARS IN THE SAME
REINFORCEMENT LAYER and

AT BARS ON OPPOSING SIDE

OF WALL FOR WALLS WITH

REBAR EACH FACE
2'-0" MIN.

MECHANICAL COUPLER

SPLICE LOCATION ON

OPPOSITE SIDE OF WALL
WHERE OCCURS, TYP.

STEEL REINFORCEMENT BAR

PER PLAN

BAR-LOCK L COUPLER PER
IAPMO ER-319, ZAP SCREWLOK
TYPE 2 COUPLER PER IAPMO
ER-796, OR APPROVED EQUAL

MECHANICAL SPLICE COUPLER
AT REBAR SPLICE, TYP.

NOTE:

SPECIAL INSPECTION IS REQUIRED

FOR COUPLER INSTALLATION AS
INDICATED IN DSA 103 FORM.

BARE METAL DECKING PER

PLANS,(SEE PLANS FOR SPAN

DIRECTION) SEE ARCH FOR

INSULATION NOT SHOWN -

ATTACH TO LEDGER PER

DECKING SCHEDULE
4x12x7/16 THK. BENT
PLATE CONT.
(2) ROWS 3/4" Ø
THRU BOLTS @ 16"

O/C STAGG'D

LOCATE CHORD REINF'G WHERE

OCCURS PER ELEVATIONS
STD. 180° HOOK @ TOP OF
WALL (AT 12" WALL PROVIDE
STD. 90° HOOK)
4" 6"
1 1/2" BAR DIA.
1" CLR. OR

ALTERNATE BENDS
NOTES:

1. DETAILING SHOWN FOR 8" CMU WALL,
12" WALL SIMILAR

WHERE CMU WALL IS BLOCKED OUT

TO CONTINUE STEEL BEAM A
L6x4x5/16 (LLV)

MATCHING BEAM
WIDTH EA. SIDE
#4 x 4'-0" MIN.

TYP.
1" CLR.
1/4
1/4 TYP.

NOTES:

1. AT HEADED A.B. TO CMU WALL, PROVIDE NUT SNUG TIG HT

CONDITION (DO NOT OVER TIGHTEN)

2. AT EXPANSION ANCHOR TO CMU WALL INSTALL USING
INSTALLATION TORQUE NOTED IN ICC REPORT. AFTER
ANCHOR HAS BEEN SET, BACK OFF NUT and SET IN SNUG

TIGHT CONDITION (DO NOT OVER TIGHTEN)

BARE METAL DECK PARALLEL TO WALL B
L6x4x5/16x0'-8" (LLV) BOTH
SIDES @ 48" O/C MAX
1/4
1/4 TYP.

NON-BEARING CMU WALL
PLATE 1/4"x24"x8"
@ 48" O/C MAX

BARE METAL DECK -

ATTACHED TO STEEL PLATE

PER DECKING SCHEDULE

BARE METAL DECK PERPENDICULAR TO WALL C
L6x4x5/16x8" (LLV) BOTH
SIDES @ 48" O/C MAX
1/4
1/4 TYP.

NON-BEARING CMU WALL
PLATE 1/4"x18"x4'-0" @
48" O/C MAX

BARE METAL DECK -

ATTACHED TO STEEL PLATE

PER DECKING SCHEDULE
1" GAP (TOP OF CMU WALL TO

UNDERSIDE OF STEEL PLATE) -

FILL GAP W/ COMPRESSIBLE

MATERIAL

NON-BEARING CMU WALL
1" GAP (TOP OF CMU WALL TO

UNDERSIDE OF STEEL PLATE) -

FILL GAP W/ COMPRESSIBLE

MATERIAL
D

DECK PERPENDICULAR TO WALL

CMU WALL COMING UP TO UNDERSIDE OF STEEL DECK

DECK PARALLEL TO WALL
HOLES & 7/8Ø AB AT ANGLE

W/ NUT & JAM NUT SNUG

TIGHTEN ST NUT
(2) #4 CONT
#4x4'-0" (MIN) AT EACH AB
PL WASHER 1/4x3 1/2x3 1/2
W/ 15/16"Ø HOLE
L6x6x1/2 FOR A ≤ 4" OR
L8x6x1/2 (SLV) FOR A > 4"
W/ 2 1/2"Ø OVER SIZED
HOLE @ 48" O/C
WP WP
6" MAX
A
3/16
3/16
MIN
4"
5"
GUSSET PL 3/8
3/16 Lx TO

GUSSET PL
3/16
3/16 GUSSET PL
TO BM
2 MAX
1 MIN
1 L3x3x3/8 @ 6'-0" MAX
1 " GAP (TOP OF CMU WALL TO

UNDERSIDE OF DECK), FILL GAP

W/ COMPRESSIBLE MATERIAL
ANGLE and CONN.

SEE PERP CONDITION
PUDDLE WELD (2)

PER FLUTE
3/16
3/16 Lx TO BM
L3x3x1/4 - COPE AT

BEAM FLANGE
3/16 Lx TO
Lx

PUDDLE WELD
ALONG Lx @ 6" O/C
1 " GAP (TOP OF CMU WALL TO

UNDERSIDE OF DECK), FILL GAP

W/ COMPRESSIBLE MATERIAL

BARE METAL DECK -

ATTACHED TO STEEL PLATE

PER DECKING SCHEDULE

BARE METAL DECK -

ATTACHED TO STEEL PLATE

PER DECKING SCHEDULE

BARE METAL DECK -

ATTACHED TO STEEL PLATE

PER DECKING SCHEDULE

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
TYP. CMU WALL

ELEVATION AND

DETAILS
S6.62
Checker
MONROE ST. POOL REPLACEMENT
TYP. CMU WALL ELEVATION AND DETAILS
N.T.S.
1PIER REINFORCING AT 8" WALL (PLAN VIEW)
N.T.S.
2TYP. MASONRY ANCHOR BOLT DETAIL
N.T.S.
3VERTICAL CONDUITS IN CMU WALL
N.T.S.
4TYPICAL CHORD BAR CONTINUITY

AT BEAM POCKET
N.T.S.
5TYPICAL BEAM BEARING PLATE IN CMU WALL
N.T.S.
6TYP REINFORCEMENT MECHANICAL SPLICE

AT CMU WALL
N.T.S.
8TYP INTERIOR CMU WALL AT BARE MTL DECKING
N.T.S.
7TYPICAL NON-BEARING CMU WALL TOP CONN.
09/30/25
256
80 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

EMBED PLATE ELEV. TYP. EMBED PLATE ELEV.

BEAM PER PLAN - NO

ATTEMPT IS MADE TO

SHOW ROOF SLOPE

SHEAR PLATE, WELD, AND

BOLTS PER

EMBED PLATE

PER SCHEDULE
ROW 1
ROW 2
ROW 3
CMU WALL and
REINF. PER PLAN
SHEAR
PLATE
5 1/2" MIN. FROM BOLT TO

TOP OF WALL WHERE NO

PARAPET OCCURS
ROW 1
ROW 2
ROW 3

SHEAR PLATE
ROW 4

REBAR PER

SCHEDULE
1 2" 6" 6" 6" 2 1/2"
2" 8" 2"
3" 3"
2" 8" 2"
2" 6" 6" 2 1/2"
6 BARE METAL DECKING

E M B E D PLATE S C H E D U L E

PLATE SIZE
W12x 1/2

BEAM SIZE
THK. ROWS NO. OF BOLTS

PER ROW

ANCHOR BOLTS
3 2
1/2 4 2W14x, W16x
W18x, W21x 1/2
4 2
REBAR
(A706)
-
-
(2) #6 x 54"
W24x 1/2 5 2 (2) #6 x 54"
W27x 5/8 5 2 (2) #6 x 54"
W30x 3/4 6 2 (2) #6 x 54"

29.1 35.2

ULTIMATE (LRFD) BEAM END
REACTION CAPACITY (kip)
NOTES:

1. DETAILING SHOWN FOR 8" CMU WALL, 12" WALL SIMILAR

2. ANCHOR BOLTS TO BE 3/4"Ø A307 HEADED BOLTS. EMBED PER 8/S0.31

3. WHERE BEAM ATTACH BOTH SIDES OF WALL - PROVIDE THR U-BOLT AT SHARED ANCHOR ROWS.

4. OMIT REBAR WHERE PARAPET DOES NOT OCCUR.

5. OMIT REBAR WHERE OPENING ABOVE OCCURS.
8" and 12" WALL

23.0 16.8

29.1 23.0
R
01 S6.11
SIM.
4 S6.02 6" MIN

DO NOT SPLICE
VERT. BARS

BARE METAL DECKING PER PLANS,
(SEE PLANS FOR SPAN DIRECTION)

SEE ARCH FOR INSULATION NOT

SHOWN - ATTACH TO LEDGER PER

DECKING SCHEDULE
L8x4x7/16 LLV CONTINUOUS LEDGER WITH (2)
3/4"Ø HEADED A.B. AT 16" O/C STAGGERED (1st
A.B. 6" FROM LEDGER ENDS OR FROM EDGES OF

BLOCKOUTS FOR STEEL BEAMS) - ANCHOR BOLT

INSTALLATION PER
(2) HORIZ. BARS AT

TOP OF WALL

CMU WALL

PER PLAN
2 1/2"
4"
1 1/2" BAR DIA.
1" CLR. OR

LOCATE CHORD REINF'G

WHERE OCCURS PER

ELEVATIONS
NOTES:

1. DETAILING SHOWN FOR 8" CMU WALL,
12" WALL SIMILAR

MINIMUM DECK BEARING PER ICC OR
IAPMO REPORT, TYP.
2 S6.62
METAL SCREEN & A.B. TO CMU WALL

PER OTHERS

PER ARCH
MAX 2'-0"
(E) CMU WALL
3/8"Ø ANCHOR 3- 3/8" EMBEDMENT W/
HILTI HY270 OR EQUIVALENT 1/2" PLATE
4"
TYP
2" 6"
MIN 8" TO CMU END
(N) COLUMN/BEAM AND (E) CMU

WALL EDGE
3/16

TOP OF (E) WALL

DOWELS TO MATCH

VERTICAL REINF
(2) #5

CONTINUOUS
90° STANDARD HOOK

2. FOR ADDITIONAL REINFORCING AT WALL OPENINGS AND ENDS SEE DETAIL 01/S6.61.

3. FOR CONDITION AT WALL INTERSECTIONS SEE DETAIL 03/S 6.61.

MASONRY WALL NOTES:

1. CONCRETE BLOCK WALL WITH ALL CELLS SOLID GROUTED.

TYPICAL REINFORCING PER SCHEDULE BELOW:

REINFORCING SCHEDULE
MAX. HEIGHT VERTICAL REINFORCING HORIZONTAL REINFORCI NG 17'-0" #5 @ 16" O/C AT WALL CENTER LINE #5 @16" O/C ADJACENT TO VERTICAL

REINF'G
72db
1'-4"
3"
1'-0" MIN

PROVIDE OPEN END UNIT

AT EACH VERTICAL BAR

LOCATE VERTICAL BAR AT

WALL CENTER LINE

PLAN VIEW

BAR PLACEMENT AT SINGLE

CURTAIN CONDITION
NOTE:

LOCATE VERTICAL BARS and DOWELS
FROM EXTERIOR and INSIDE FACES OF

MASONRY WALL PER MASONRY SECTION

OF GENERAL NOTES
NOTE: MORTAR JOINT SHALL BE

CONTINUOUS ALONG CONTROL
JOINT

CMU CONTROL JOINT
ADDED VERT. REINF EA. SIDE OF

CONTROL JOINT - SIZE TO
MATCH WALL REINF. AS

SCHEDULED
BACKER ROD and CAULKING

PER ARCH'L

CMU WALL
HORIZONTAL REINF. SHALL CONT.

THRU JOINT

RAKE JOINT TO MATCH DEPTH

OF MASONRY FACE SHELL

OF JOINT

REBAR PER

SCHEDULE

PLAN VIEW
TYP. BASE CONNECTION to

SLAB ON GRADE

NOMINAL WALL

THICKNESS
8"
- - - -

ALTERNATE HOOK
A
A

ELEVATION A-A

CMU WALL
PER
PLAN/ELEV.

HSS PER PLAN
1/4
FACE PL. 1/2" W/ (6) 1/2"Ø

WELDED HEADED STUD
6"
TYP.
2"
8" 10" 2"
ADD (2) #5
5" 3"
6"
MIN
4"
FACE PLATE 1/2" W/ (4) 1/2"Ø

ANCHOR SET IN DRILL EPOXY
PER GEN NOTES - 4 1/2"

EMBEDMENT
TYP
2"
8"
(E) CMU COLUMN EDGE
3/16

TOP OF (E) COLUMN
(E) CMU COLUMN PER PLAN

ELEVATION
TYP
2" 8"

HSS BEAM PER PLAN
MIN 8" TO CMU END
MIN 10"

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYP CMU WALL

DETAILS
S6.63
Checker
MONROE ST. POOL REPLACEMENT

TYP CMU WALL DETAILS
N.T.S.
1TYPICAL BEAM CONNECTION
to CMU WALL AT ROOF
N.T.S.
4TYPICAL PERIMETER CMU WALL
at BARE METAL DECKING
N.T.S.
3NEW HSS TO (E) CMU WALL
N.T.S.
8TYPICAL NON-BEARING CMU WALL THICKENED SLAB DETAIL
N.T.S.
5HSS TO CMU CONN.

N.T.S.
6NEW HSS TO (E) CMU WALL

AT FRONT ENTRANCE CANOPY
09/30/25
256
82 207
203
2 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

13B
S6.72
09B
S6.72
06A
S6.72
06B
S6.72
13B
S6.72
13B
S6.72
07A
S6.72
07B
S6.72
01 S6.73
09C
S6.72

CONTINUOUS SLOTTED TRACK PER
STUD WALL SCHEDULE U.N.O.

ORDINARY TRACK AT HEAD and SILL
WHERE L < 2'-6" CONN. AT ENDS PER

METAL DECKING

CEILING WHERE OCCURS

CONTINUOUS HORIZONTAL

STRAPS AS REQUIRED PER
NOTE 2

SINGLE STUD AT WALL
ENDS U.N.O.

CONCRETE SLAB
T.O.C

CONTINUOUS ORDINARY TRACK AT

BOTTOM OF WALL PER SCHEDULE -

FOR TRACK ANCHORACE, SPLICES
and PIPE PENETRATIONS SEE

SINGLE STUD AT JAMBS OF
OPNGS. WHERE L< 2'-6"

OPENING
LENGTH
L< 2'-6"
LENGTH
L< 12'-0"
TYP. JAMB

CONNECTION TO
BASE U.N.O.

TYP. SILL TO JAMB
CONN. WHERE
4'-0" < L < 12'-0"
TYP. SILL TO JAMB
CONN. WHERE
L < 4'-0"
L < 12'-0" L < 12'-0"
SILL PER SCHEDULE TYP. U.N.O.

MANDATORY FULL HEIGHT BOX JAMB

TYPICAL AT JAMBS W/ OPENINGS BOTH

SIDES PER
TYP.

U.N.O.
1st. POWDER ACTUATED FASTENER

FROM WALL CORNERS,
INTERSECTIONS, and ENDS
#10 SCREW FROM ORDINARY TRACK TO

EACH STUD FLANGE THRUOUT (NOT

APPLICABLE AT STUD TO SLIP TRACK

CONNECTIONS AT TOP OF WALL)
MULTIPLE STUDS at CORNERS
and INTERSECTIONS PER
METAL STUD SIZE and

SPACING PER STUD WALL SCHEDULE

SILL PER SCHEDULE - CONNECT TO

STUDS EACH END PER
1 BAY ORDINARY TRACK BLOCKING

ADJACENT TO WALL OPENINGS
(LOCATE AT HEADER and SILL) -

CONNECT TO STUDS PER

CONTINUE DOUBLE STUD FULL
HEIGHT @ 48" O/C MAXIMUM U.N.O.

TYP. U.N.O.

FULL HEGHT JAMB TYPICAL

ALL OPENINGS PER
SCHEDULE TYP. U.N.O.

TYP. HEADER TO
JAMB CONN. WHERE
4'-0" < L < 12'-0"
TYP. HEADER TO
JAMB CONN.

WHERE L < 4'-0"
TYP. SILL TO JAMB
CONN. WHERE
4' -0" < L < 12' -0"

SLOTTED TRACK AT

TOP OF WALL
TYP. SILL WHERE
4' -0" < L < 12' -0"
TYP. SILL WHERE
L < 4' -0"

SLOTTED TRACK AT TOP

OF WALL
TYP. U.N.O.

TYP. HEADER WHERE
4' -0" < L < 12' -0"
TYP. HEADER WHERE
L < 4' -0"
TYP. SILL WHERE
4' -0" < L < 12' -0"
TYP. SILL WHERE
L < 4' -0"

HEADER PER
SCHEDULE TYP.

U.N.O.
1' - 4" TYP.
6" TYP.
4"
TYP.
4' - 0" MAX.

TYP.
4' - 0" MAX.

HSS HSS HSS

TYPICAL INTERIOR STUD WALL ELEVATION

I N T E R I O R

H E A D E R S C H E D U L E
(SEE 09/S6.72)

I N T E R I O R

S I L L S C H E D U L E
(SEE 06/S6.72)

I N T E R I O R

J A M B S C H E D U L E
(SEE 07/S6.72)

I N T E R I O R S T U D W A L L S C H E D U L E
MAX. OPNG.

LENGTH "L"
4'-0"
8'-0"
12'-0"

HEADER MATERIAL

FLAT MEMBER MATCHING

STUD MATERIAL W/

ORDINARY TRACK ABOVE PER STUD

WALL SCHEDULE
(2) 600S162-43 W/ ORDINARY TRACK TOP
and BOTTOM PER STUD SCHEDULE
(2) 800S162-43 W/ ORDINARY TRACK TOP
and BOTTOM PER STUD SCHEDULE
MAX. OPNG.

LENGTH "L" SILL MATERIAL
4'-0"
8'-0"
12'-0"

ORDINARY TRACK PER STUD WALL

SCHEDULE

FLAT MEMBER MATCHING STUD MATERIAL

W/ ORDINARY TRACK BELOW PER STUD

WALL SCHEDULE
(2) FLAT MEMBERS MATCHING STUD

MATERIAL W/ ORDINARY TRACK BELOW

PER STUD WALL SCHEDULE
MAX. OPNG.

LENGTH "L" JAMB MATERIAL SECTION
4'-0"
8'-0"
12'-0"

DOUBLE STUDS MATCHING STUD

MATERIAL

DOUBLE STUDS MATCHING STUD

MATERIAL

DOUBLE STUDS MATCHING STUD
MATERIAL -54 MIL (16 GA.) MIN.

THK

MAXIMUM STUD
HEIGHT "H"

METAL STUD
(SSMA TRACK
DESIGNATION) and

SPACING

ORDINARY TRACK
(SSMA

DESIGNATION)
VERT.

SLOTTED TRACK
(PER 13/S6.72)
GAUGE

REMARKS
17'-6"
24'-0"
400S162-43@16"
O/C
600S162-43 @16"
O/C
400T150-43
600T150-43
16 16
STUD WALL NOTES:

1. SEE LIGHT GAUGE METAL FRAMING GENERAL NOTES ON S 0.02.

2. PROVIDE HORIZONTAL STRAPS and BLOCKING AT ALL ST UD WALLS EXCEPT WHERE WALLCCAW FINISH OCCURS ON BOTH SIDES OF WALL. SEE D ETAIL 01/S6.72.

3. STUD SIZES INDICATED ON SCHEDULE IS MINIMUM DESI GN WIDTH. PROVIDE WIDER STUDS OF SAME GAUGE, FLANGE, and RETURN SIZES IF ARCHITEC TURAL CONSTRAINTS REQUIRE WIDER WALL THICKNESSES.

4. STUDS THAT ARE SUPPORTING LIGHT (BETWEEN 50lbs a nd 250lbs) EQUIPMENT or CASEWORK SHALL BE DOUBLE STUDS (16GA. MIN.)

5. WHERE PIPE, CONDUIT, ETC. RUN VERTICALLY WITHIN INTERIOR WALLS, POSITION PIPE and ADJACENT STUDS PER 20/S6.73
TYP.
4'-0" MAX.

OPENING LENGTH 16'-0" > L> 12'-0"

OPENING LENGTH OPENING LENGTH
MAXIMUM STUD WALL HEIGHT "H"

SLOTTED TRACK AT TOP OF WALL
. OPENING
L < 12'-0"

OPENING LENGTH
TYP.
4'-0" MAX.

OPENING LENGTH L < 12'-0" OPENING LENGTH L < 12'-0"
TYP.
4'-0" MAX.

TYP.

U.N.O.
29'-0" 600S162-54 @16"
O/C 600T150-54 14
12" MIN.
16'-0"
(3) 800S162-54 W/ 16 GA
ORDINARY TRACK TOP and BOTTOM

PER STUD SCHEDULE
16'-0"
(3) FLAT MEMBERS MATCHING STUD

MATERIAL W/ ORDINARY TRACK BELOW

PER STUD WALL SCHEDULE
16'-0"

DOUBLE STUDS MATCHING STUD
MATERIAL -54 MIL (16 GA.) MIN. THK
29'-0" 800S162-54 @16"
O/C 800T150-54 14
01C
S6.72
01 S6.73
07C
S6.72
01C
S6.72
06C
S6.72
07B
S6.72
11 S6.72
TYP. AT HSS
POST
02 S6.72
01C
S6.72
U.N.O.
01C
S6.72
09A
S6.72
06B
S6.72
09C
S6.72
01C
S6.72
01C
S6.72
09B
S6.72
06C
S6.72
06B
S6.72
07A
S6.72
07A
S6.72
07A
S6.72
07A
S6.72
06A
S6.72
09A
S6.72
_

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/4" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL LIGHT

GAUGE FRAMING
SCHEDULES and

ELEVATIONS
S6.71
PT
MONROE ST. POOL REPLACEMENT
TYPICAL LIGHT GAUGE FRAMING SCHEDULES and ELEVATIONS
N.T.S.
01 TYPICAL INTERIOR STUD WALL SCHEDULES and ELEVATION
09/30/25
256
82 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

BACK-TO-BACK STUDS

MATCHING TYPICAL STUDS
PER STUD SCHEDULE W/ (2)
ROWS #10 SCREWS @24" O/C
#10 SCREWS @ 24" O/C
FINISH

PER ARCH

PLAN VIEW AT TYPICAL

CORNERS

PLAN VIEW AT TYPICAL

INTERSECTIONS B A

BRIDGING OPTION B STRAP OPTION A

BLOCKING TO STUD CONNECTION C

SECTION A -A
STUD
A
A
1 1/2" COLD-ROLLED CHANNEL
CONTINUOUS @ 48" O/C

MAXIMUM AS REQUIRED PER
NOTE 1
1 1/2" COLD-ROLLED
CHANNEL OR L1-1/2x1-1/2x 16
GAUGE CLIP 1/4" SHORTER

THAN STUD WIDTH
(2) #10 SCREWS (4 TOTAL)
(2) #10 SCREWS TO

STUD WEB

BLOCKING TRACK,

OR SILL- CUT
FLANGES and BEND
#10 SCREW EACH

STUD FLANGE
STUD
2" x 18 GA. x CONTINUOUS HORIZONTAL
STRAP @ 4'-0" O/C MAXIMUM WHERE
REQUIRED PER NOTE 1
STUD
#10 SCREW EACH
STUD
(4) #10 SCREWS

EACH BLOCKING
ORDINARY TRACK BLOCKING BETWEEN 2

ADJACENT STUDS AT EACH STRAP ADJACENT
TO OPENINGS, AT EACH END OF WALL, and @
8'-0" O/C HORIZONTAL MAXIMUMUM ATTACH TO

STUD PER
NOTES:

1. PROVIDE STRAPS, AS SHOWN EXCEPT WHERE WALL FINIS H OCCURS ON BOTH SIDES. PLACE STRAPS ON ONE SIDE IF FINISH OCCURS ONLY ON OTHER SIDE. PLACE STRAPS ON BOTH SIDES OF STUDS WHERE NO FINISH OCCURS ON EITHER SIDE.

2. PROVIDE DRYWALL SCREWS @ 4" O/C TO TRACK BLOCKIN G WHEREVER BLOCKING OCCURS BEHIND DRYWALL FINISH.

3. DO NOT CUT OR DAMAGE VERTICAL STUDS DURING INSTA LLATION OF CONNECTION ELEMENTS SUCH AS HEADERS, SILLS, BLOCKING, OR BRIDGING.

4. WHERE VERTICAL PIPE PENETRATION PIPE OCCURS, PRO VIDE STRAP OPTION PER 1A and RELOCATE BLOCKING AS REQ'D.

SECTION COLD ROLLED

CHANNEL SPLICE
EQ EQ
1' - 3"
SPLICE
1 1/2" COLD ROLLED
CHANNEL W/ (3)
#10 SMS EA. SIDE
01C
-
TRIM FLAT STUD FLANGES and

BEND WEB - ATTACH TO JAMB
W/ (2) #10 SCREWS
(2) #10 SCREWS BOTH

SIDES TO JAMB
TRIM TRACK WEB and EXTEND

FLANGES TO LAP W/ SIDES OF JAMB

FULL-HEIGHT JAMB

SILL CONNECTION C
SILL SECTION___ SILL SECTION B A
(2) ROWS #12 SHEET
METAL SCREWS @ 12" O/C
STUD
#10 SCREW EA. STUD
EA. FLANGE

FLAT MEMBER

MATCHING STUD

MATERIAL PER STUD

WALL SCHEDULE

ORDINARY

TRACK PER

STUD WALL

SCHEDULE
STUD

ORDINARY TRACK

PER STUD WALL

SCHEDULE
1" TYP.
10"
10"
10" TALL TRACK SECTION
MATCHING TRACK AT BASE W/ (3)
#10 SCREWS TO JAMB BOTH

SIDES - OMIT AT
L < 6'-0" OPENINGS
ELEVATION AT 4" WALLS and SMALLER ELEVATION AT 6" WALLS and LARGER 1 3/4" 4" 3/4"
3"
3 3/4" 3/4" 1 3/4"
2" 3/4"
JAMB
L3-1/2 (VERTICAL LEG) x 14 GA. (HORIZONTAL

LEG LENGTH AS SHOWN) - LENGTH TO MATCH
STUD WIDTH MINUS 1/4") W/ (2) POWDER
DRIVEN FASTENERS (SCREW ANCHOR @ EXT.

CONDITION) TO CONCRETE AS SHOWN (SEE
03/- FOR ADDITIONAL INFO) and (4) #12

SCREWS TO JAMB

JAMB CONCRETE EDGE

WHERE OCCURS
PLAN VIEW AT 4" WALLS
and SMALLER
PLAN VIEW AT 6" WALLS
and LARGER

JAMB CONNECTION AT BASE C
1´-0" MAX. 1´-0" MAX.
1/8 2-12
1/8 2-12 2" LONG

AT ENDS
- TYP 1/8 2-12
1/8 2-12 2" LONG

AT ENDS
- TYP

BOX JAMB SECTION B

FRONT-TO-BACK JAMB SECTION A

FINISH PER ARCH

STUDS MATCHING

STUD MATERIAL

PER SCHEDULE

WALL OPENING WALL OPENING

FINISH PER ARCH

THIRD MEMBER WHERE

OCCURS PER SCHEDULE

WALL OPENING

STUDS MATCHING STUD

MATERIAL PER SCHEDULE
1/8 2-12
1/8 2-12 TYP. - 2" LONG AT
ENDS
1/8 2-12
1/8 2-12 TYP. - 2" LONG AT
ENDS
(3) ROWS #12 SCREWS
@ 12" O/C
#10 SCREW EA. STUD
EA. FLANGE

CONTINUOUS TRACK
TOP and BOTTOM PER

SCHEDULE
STUD

TRIPLE HEADER

MEMBERS PER

SCHEDULE
#10 SCREWS @ 12" O/C

EACH FLANGE
TRIM FLANGES and

EXTEND WEBS TO LAP

W/ SIDES OF JAMB
(6) #10 SCREWS

BOTH SIDES
(12 SCREWS TOTAL)

FULL-HEIGHT JAMB DO

NOT CUT OR DAMAGE
L1-1/2x1-1/2x16 GA. TOP
and BOTTOM (LENGTH TO

MATCH STUD WIDTH
MINUS 1/2") W/ (3) #10

SCREWS EACH LEG
1" 1"
EQ. EQ.
1"
(2) ROWS #12 SCREWS
@ 12" O/C

CONTINUOUS TRACK
TOP and BOTTOM

PER SCHEDULE
#10 SCREW EA.

STUD EA. FLANGE
#10 SCREWS @ 12"

O/C EACH FLANGE
STUD

DOUBLE HEADER

MEMBERS PER

SCHEDULE
TRIM FLANGES and

EXTEND WEBS TO LAP

W/ SIDES OF JAMB

FULL-HEIGHT JAMB DO

NOT CUT OR DAMAGE
(4) #10 BOTH SIDES (8

SCREWS TOTAL)

DEPTH OF WEB

ATTACHING TO JAMB

NO LESS THAN HEADER
DEPTH MINUS 1/2" TYP.
(2) ROWS #12
SCREWS @ 12" O/C

TRACK TO TRACK
STUD
#10 SCREW EA.

STUD EA. FLANGE
3"
(2) #10 SCREWS BOTH

SIDES TO JAMB ORDINARY TRACK

PER STUD WALL SCHEDULE

FLAT MEMBER

MATCHING STUD

MATERIAL PER STUD

WALL SCHEDULE

FULL-HEIGHT JAMB DO

NOT CUT OR DAMAGE
TRIM TRACK WEB and

EXTEND FLANGES TO

LAP W/ SIDES OF JAMB

TRIM FLAT STUD
FLANGES and BEND WEB -
ATTACH TO JAMB W/ (2) #
10 SCREWS

CONDITION AT FLAT MEMBER HEADER A
1" TYP.

EQ. EQ.
1"
#10 SMS @ 12"
WIDTH
STUD

CONDITION AT DOUBLE STUD HEADER B

HEADER SECTION HEADER TO JAMB CONNECTION

CONDITION AT TRIPLE STUD HEADER C

HEADER SECTION HEADER TO JAMB CONNECTION
1 1/4"
MIN

SLIP CONNECTION TO FLOOR/ROOF DECK B

RIGID CONNECTION TO FLOOR/ROOF DECK A
14 GA. "Z" CHANNEL @ 24" O/C (12" O/C @
BARE METAL DECK), 16" LONG W/ (2) 3/8"Ø
HILTI KB-TZ2 (PER GEN'L NOTES) 2 1/2"
EMBED. TO CONCRETE FILLED METAL
DECKING OR (4) #12 SCREWS TO BARE

METAL DECKING
CONT. ORDINARY TRACK

PER SCHEDULE
ON S6.71

STUDS PER STUD WALL
SCHEDULE ON S6.71
NOTE: FOR REMAINDER OF INFO

SEE CONDITION BELOW

CONDITION AT ELEVATED CONCRETE DECKS OR WHERE WALL IS SKEWED OR

PERPENDICULAR TO METAL DECKING SPAN
#10 SCREW EA.

STUD EA. FLANGE

ELEVATED CONCRETE

DECK, CONCRETE OVER

METAL DECKING, OR BARE

METAL DECKING
(1) 3/8"Ø HILTI KB-TZ2 (PER GEN'L NOTES)2 1/2"
EMBED. @ 24" O/C STAGGERED, PROVIDE
6"xSTUD WIDTH x 12 GA. WASHER AT EACH
ANCHOR TO ELEVATED CONCRETE DECK OR (2)
#12 SCREWS @ 12" O/C TO BARE METAL DKG.

CONDITION WHERE WALL IS PARALLEL TO METAL DECKING SPAN
1-1/2
1-1/2
(2) #12 SCREWS
2"
1"
3/4" TYP.

SLOTTED TRACK PER SCHEDULE
ON S6.71 or S6.71

STUDS PER STUD WALL SCHEDULE
ON S6.71 or S6.71

STUDS PER STUD WALL SCHEDULE ON
S6.71A or S6.71B - FASTEN TO SLOTTED

TRACK PER CONDITION BELOW

C SCREWS
NOTE:

DO NOT ATTACH WALL

FINISH TO SLOTTED TRACK

CONDITION AT ELEVATED CONCRETE DECKS OR CONDITION WHERE WALL IS SKEWED

OR PERPENDICULAR TO METAL DECKING SPAN

SLOTTED TRACK PER SCHEDULE
ON S6.71 or S6.71

CONDITION WHERE WALL IS PARALLEL TO METAL DECKING SPAN
(2) 0.157" DIA HILTI X-U SHOT PINS (1 1/2" MIN.

EMBED) (PER GEN'L NOTES) @ 12" O/C TO

ELEVATED CONCRETE DECK OR AT EA LOW

FLUTE TO ELEVATED CONCRETE FILLED

METAL DECK (MECHANICAL FASTENERS AT
EXTERIOR CONDITIONS) OR (2) #12 SCREWS @
12" O/C TO BARE METAL DECKING AT LOW
FLUTE.

PLATE 14 GA.x6"x18" @ 12" O/C W/ (4)
HILTI X-U SHOT PINS 0.157DIA. (1 1/2" MIN.

EMBED) (PER ESR-2269) TO CONCRETE

FILLED METAL DECKING (MECHANICAL

FASTENERS AT EXTERIOR CONDITIONS) OR
(4) #12 SCREWS TO BARE METAL DECKING
L
3/4"
1 1/4"
1" 1"
SCREWS
1 1/4"
3/4" #10 SMS WITH 5/8" DIA GALV WASHERS

CENTERED IN SLOTTED HOLES - ALLOW FOR

VERTICAL MOVEMENT - DO NOT FULLY
TIGHTEN SCREWS (3 TREAD ENGAGEMENT

MINIMUM)

SLOTTED TRACK

DIAGRAM
1/2"
1/2"
1"
1/4"
16" ON CENTER

STAGGER
2 1/2"
1 1/2"
3/4"
1/4"x4" SLOTTED
HOLE, TYP.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL LIGHT

GAUGE METAL

FRAMING DETAILS
S6.72
JW/BN
MONROE ST. POOL REPLACEMENT

TYPICAL LIGHT GAUGE METAL FRAMING DETAILS
N.T.S.
02 TYPICAL METAL STUD CONSTRUCTION at
CORNERS and INTERSECTIONS
N.T.S.
01 TYPICAL METAL STUD STRAPPING OR BRIDGING DETAIL
N.T.S.
06 TYPICAL STUD WALL SILL

CONSTRUCTION AT OPENINGS
N.T.S.
07 TYPICAL STUD WALL JAMB

CONSTRUCTION AT OPENINGS
N.T.S.
09 TYPICAL STUD WALL HEADER

CONSTRUCTION AT OPENINGS
N.T.S.
13 TYP. RIGID and SLIP CONN.

AT TOP OF STUD WALL TO FLOOR/ROOF DECK
09/30/25
256
83 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

ATYP. BASE DETAIL

BASE AT CURB DETAIL B

BOTTOM TRACK SPLICE DETAIL C

BOTTOM TRACK PENETRATION DETAIL D
9" MAX. 9" MAX.

PIPE

BOTTOM TRACK
SIMPSON ST6215 STRAP W/
(3) #10 SCREWS EACH END

EACH TRACK FLANGE
TRACK SPLICE - 12" LONG

STUD PIECE MATCHING TRACK
WIDTH W/ (6) #10 SCREWS EA.

SIDE (12 TOTAL)

STUDS PER

SCHEDULE
BOTTOM TRACK 9" MAX. 9" MAX.
2" MIN.
3/8"Ø HILTI KH-EZ SCREW ANCHOR (PER GENERAL
NOTES) W/ 2.5" EFFECTIVE EMBED, SPACED PER

SCHEDULE
MAX. STUD
HEIGHT

POWDER ACTUATED

FASTENER OR SCREW

ANCHOR SPACING AS

DETAILED
17'-6"
29'-0"
24"
16"

S C H E D U L E

POWDER ACTUATED FASTENERS (SEE GENERAL
NOTES) SPACED PER SCHEDULE - PROVIDE 1-1/2"
MINIMUM EMBED INTO CONCRETE- SEE NOTE 2
STUDS PER STUD SCHEDULE ON 01/S6.71

CONTINUOUS ORDINARY TRACK PER STUD
WALL SCHEDULE 01/S6.71
#10 SCREW EA. STUD EA. FLANGE

SLAB EDGE WHERE OCCURS
2" MIN.

MIN.
2"
NOTES:

1. MINIMUM (3) POWDER ACTUATED
FASTENERS OR (2) SCREW ANCHORS
PER SECTION OF TRACK.

2. PROVIDE SCREW ANCHORS PER 1B/-

AT EXTERIOR WALLS, INTERIOR WALLS

WITH CURBS, AND INTERIOR WALLS

SUPPORTING ANY CABINETRY - OR -
ANY EQUIPMENT HEAVIER THAN 40 LBS.

KICKER TO WALL CONNECTION
A
A
1 1 MAX.

STUDS PER STUD WALL
SCHEDULE 1
1 MAX. KICKER @ 4'-0" O/C PER
SECTION A-A W/ (4) #10 SCREWS TO
STUD - PROVIDE (2) KICKERS AT JAMBS
and MULTIPLE STUDS (1 EACH SIDE)

STRONGBACK WHERE REQ'D

PER SECTION A-A

TOP OF CEILING FRAMING
1" MAX
.

BRACE LENGTH
(12'-0" MAX.)
3" MAX.
(4) #10 SMS

SECTION A -A

STRONGBACK (MATCHING

KICKER SECTION) AT EACH

KICKER WHERE LENGTH
IS > 7'-6" - PROVIDE #10 SCREWS
@ 16" O/C TO KICKER (1st SCREW
6" FROM ENDS)
AT EXTERIOR PROVIDE 600S162-54
(INTERIOR PROVIDE 400S162-54)
KICKER @ 4'-0" O/C - ALTERNATE

KICKERS EACH SIDE AT INTERIOR
WALL CONDITIONS - 2 KICKERS

MINIMUM PER WALL
AT BRACE CONN. TO Wx BM.

SEE
AT BRACE CONN. TO METAL DECK
SEE
17 S6.73
13 S6.74
XXXT150-XX CONTINUOUS TRACK MATCHING
DEPTH and GAUGE OF CEILING OR SOFFIT JOISTS
W/ #10 SCREW EACH FLANGE TO EACH JOIST

POWDER ACTUATED FASTENERS
(PER GENERAL NOTES) - (2) ROWS
OF FASTENERS @ 16" O/C

STAGGERED

CEILING OR SOFFIT JOIST - BEND
WEB and SHOOT PINS THRU

TRACK TO WALL

PERPENDICULAR TO WALL

CONTINUOUS CEILING OR
SOFFIT JOIST OR XXXT150-XX

CONTINUOUS TRACK MATCHING

DEPTH AND GAUGE OF CEILING

JOISTS OR SOFFIT JOISTS

PARALLEL TO WALL

CEILING OR SOFFIT JOIST TO

CONCRETE OR CONCRETE BLOCK WALL C

CEILING OR

SOFFIT JOIST

CONTINUOUS CEILING OR SOFFIT

JOIST W/ SCREWS TO STUD WALL PER
STUD

CEILING OR SOFFIT JOIST PARALLEL TO STUD WALL B

CEILING OR SOFFIT JOIST

PERPENDICULAR TO STUD WALL A
XXXT150-XX CONTINUOUS TRACK MATCHING
DEPTH and GAUGE OF CEILING OR SOFFIT
JOISTS W/ #10 SCREW EACH FLANGE TO

EACH JOIST
#10 SCREWS EACH JOIST WEB TO EACH STUD - 2
SCREWS FOR 6" JOISTS and LESS, 3 SCREWS FOR
8" JOISTS, and 4 SCREWS FOR 10" and 12" JOISTS

CEILING OR SOFFIT JOIST - BEND WEB
and SCREW THRU TRACK TO STUD

ALTERNATE CONDITION
STUD

CEILING OR

SOFFIT JOIST CONTINUOUS
L1-1/2x1-1/2x16 GA. W/ #10

SCREW EACH LEG

TYPICAL CONDITION
NOTES:

1. PROVIDE CEILING OR SOFFIT JOIST LATERAL BLOCKING PER DETAIL 09/-.

SOLID LATERAL JOIST BLOCKING TO MATCH
DEPTH, SIZE and GAUGE OF JOIST
CUT FLANGE, BENT WEB 2" EACH END OF BLOCKING
W/ (2) #10 SCREWS EACH LEG AT ALL JOISTS EXCEPT
USE (3) #10 SCREWS EACH LEG AT 8" JOISTS and
(4) #10 SCREW EACH LEG AT 10" JOISTS CEILING OR SOFFIT FINISH

PER ARCHITECTURAL
JOIST

WHERE FINISH DOES NOT OCCUR,

PROVIDE CONTINUOUS

HORIZONTAL STRAP PER
01 S6.72

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL LIGHT

GAUGE METAL

FRAMING DETAILS
Copy 1
S6.73
JW/BN
MONROE ST. POOL REPLACEMENT
TYPICAL LIGHT GAUGE METAL FRAMING DETAILS Copy 1
N.T.S.
01 TYP. STUD WALL BASE

CONSTRUCTION TO CONCRETE
N.T.S.
05 TYPICAL KICKER DETAIL
N.T.S.
06 TYPICAL CEILING OR SOFFIT JOIST TO WALL CONNECTION DETAILS N.T.S.
09 TYP. JOIST LATERAL BLOCKING
09/30/25
256
84 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

4 -
06 S6.72
09 S6.72

OPENING LENGTH
L < 2'-6"
CLG HT

TOP CONC
0'-0"

UNDERSIDE OF STRUCTURE

CONT HORIZ STRAPS AS REQ PER
NOTE 3

CLG WHERE OCCURS

FULL HEIGHT JAMB TYPICAL ALL OPENINGS PER

SCHEDULE TYP UNO

SINGLE STUD AT WALL ENDS
UNO
1 BAY ORDINARY TRACK BLOCKING

ADJACENT TO WALL OPENINGS
(LOCATE AT HEADER & SILL)

CONNECT TO STUDS PER

CONT SLOTTED TRACK PER

SCHEDULE ABOVE FULL HEIGHT

STUDS UNO
1st POWDER ACTUATED FASTENER FROM

WALL CORNERS, INTERSECTIONS & ENDS
#10 SCREW FROM ORDINARY TRACK TO EA

STUD FLANGE THRUOUT (NOT APPLICABLE

AT STUD TO SLIP TRACK CONNECTIONS AT

TOP OF WALL)

MTL STUD SIZE & SPACING PER

STUD WALL SCHEDULE, FULL HEIGHT

WHERE OCCURS PER ARCH

SINGLE STUD AT JAMBS OF OPNGS
WHERE L < 2'-6"
2 SHOT PINS
4" APART,

TYP AT JAMBS

ORDINARY TRACK AT HEAD &
SILL WHERE L < 2'-6" - CONN AT

ENDS PER

SILL PER

SCHEDULE

TYP UNO

HEADER PER

SCHEDULE TYP
UNO
(E) CONC SLAB

DOUBLE STUD BACK TO BACK
ASSY SCREW TOGETHER W/ (2) #10 SMS @ 18" OC
WHERE OPENING IS > THAN 6'-0"

PROVIDE KICKERS AT WALL ENDS

AND ABOVE JAMBS

KICKER AT

ABOVE JAMBS PER

TYP UNO

HEADER PER SCHED
(VIF)

SEE ARCH

CONT ORDINARY TRACK

PER SCHED W/ POWDER ACTUATED FASTENERS (SEE
GENERAL NOTES) SPACED @ 24" OC PROVIDE 1-1/8" MIN
EMBED INTO CONC. FOR PLY WD STRUC FLR DECK,
PROVIDE 1/4" DIA WS SPACED AT 24" OC W/(2) TREAD MIN
PASS THICKNESS OF PLY WD DIAPHRAGM.

SILL TO JAMB

TYP UNO

TYP UNO
TYP
1'-4"
TYP
1'-4"
L < 12'-0"

OPENING LENGTH
L < 12'-0"
OPENING LENGTH 4"
5A
-

TYP UNO
2C
S6.72
5E
-
2C
S6.72
MAXIMUM WALL HEIGHT "H"
2C
S6.72

SILL MATERIAL
4'-0"
8'-0"

JAMB MATERIAL
4'-0"
8'-0"

SECTION

DOUBLE STUDS MATCHING

STUD MATERIAL

MAX OPNG
LENGTH "L"

ORDINARY TRACK PER STUD WALL

SCHEDULE

FLAT MEMBER MATCHING STUD

MATERIAL W/ ORDINARY TRACK

BELOW PER STUD WALL SCHEDULE

I N T E R I O R S I L L & H E A D E R S C H E D U L E I N T E R I O R J A M B S C H E D U L E

DBL STUD

BACK TO
BACK
#8 SMS @
18" O/C
5E
-
16'-0" DOUBLE STUDS - 54 MIL
(16 GA) MIN
GAUGE
TRACK

SLOTTED

MAX STUD
HEIGHT "H"

I N T E R I O R S T U D W A L L S C H E D U L E

METAL STUD
(SSMA

DESIGNATION)
& SPACING

ORDINARY TRACK
(SSMA

DESIGNATION)
18 600S125-33 @
24" O/C 600T125-33 15' - 0"

REMARKS

TYP WALL STUDS
16'-0"
(2) 800S162-43 W/ ORDINARY

TRACK BELOW PER STUD

WALL SCHEDULE

DOUBLE STUDS MATCHING

STUD MATERIAL

SILL MATERIAL
CSEE
(2) 600S125-33 W/ ORDINARY TRACK

BELOW PER STUD WALL SCHEDULE
(2) 800S162-43 W/ ORDINARY TRACK

BELOW PER STUD WALL SCHEDULE
JAMB & HEADER FOR OPENINGS < 4'-0"
20 GA STIFFENER

MATCHING WIDTH

OF WALL
20 GA TRACK
18" LONG W/ (4) #8
SMS
#10 SCREW EA
SIDE
(4) #8 SCREWS

HEADER PER
SCHED

JAMB PER SCHED

ORDINARY

TRACK PER
SCHED
HEAD

SHOT PINS

PER ELEV
C
STUD WALL NOTES:

1. SEE ARCHITECTURAL PLANS FOR WALL TYPES AND LOCAT ION.

2. SEE LIGHT GA MTL FRAMING GENERAL NOTES.

3. PROVIDE HORIZ STRAPS (OR OPTIONAL BRIDGING) AT A LL STUD

WALLS EXCEPT WHERE WALL FINISH OCCURS ON BOTH SIDES
OF WALL. SEE DETAIL 2 / -

4. STUD SIZES INDICATED ON SCHEDULE IS MIN DESIGN W IDTH.

REFER TO PLAN FOR SPECIAL SIZE STUDS WHERE INDICATED
ON ARCHITECTURAL OR IN DETAILS. PROVIDE WIDER STUDS OF

SAME GAUGE, FLANGE, & RETURN SIZES IF ARCHITECTURAL
CONSTRAINTS REQ WIDER WALL THICKNESSES.

5. PROVIDE MULTIPLE STUDS AT CORNERS & INTERSECTION S,
CONN STUDS TOGETHER W/ #10 SMS @ 24" OC.
1 1/4"
3/4"
1 1/4"
3/4"

SLOTTED TRACK PER
SCHEDULE W/ (2) #10 SCREWS

TO EA PLATE ABOVE

STUDS PER ARCH - FASTEN TO SLOTTED

TRACK PER CONDITION TO THE RIGHT

CL SCREWS

STUDS PER ARCH - FASTEN TO

SLOTTED TRACK PER CONDITION TO RIGHT

CL SCREWS
NOTE: DO NOT ATTACH

WALL FINISH TO SLOTTED
TRACK

CONDITION AT WOOD DECK OR CONDITION WHERE WALL IS S KEWED

OR PERPENDICULAR TO WOOD FRAMING SPAN
18 GA SLOTTED TRACK

CONDITION WHERE WALL IS PARALLEL TO WOOD FRAMING SPAN

SLOTTED

TRACK DIAGRAM
1/2"
1/2"
1"
1/4"
2 1/2"
1 1/2"
PLATE 16GA 6"x16" @ 24" O/C
W/ (4) SIMPSON SDS 1/4" SCREWS W/ 1 1/2"

PENETRATION INTO (E) WOOD MEMBER
SIMPSON SDS 1/4" SCREWS W/ 1 1/2"

PENETRATION INTO EA (E) WOOD MEMBER -
MAX 24" O/C SPACING
(E) WOOD FRAMING

SLOTTED TRACK PER SCHEDULE W/
(2) #10 SCREWS TO EA PLATE ABOVE
(E) WOOD FRAMING

BRACE LENGTH
(9'-8" MAX)
BRACE
LENG
TH -
(9'-8" MAX
)

KICKER TO WALL CONNECTION

UNDERGRID PARTITION CONN

KICKER TO WOOD ROOF
KICKER @ 4'-0" O/C PER
SECTION A-A W/ (4) #10

SCREWS TO STUD

STUDS PER STUD

WALL SCHEDULE

TOP OF CLG FRAMING

CONT ORDINARY

TRACK PER SCHED
1 1(E) WOOD FRAMING
KICKER

CUT FLANGE & BENT

WEB & SCREW TO TOP
TRACK W/ (2) #10
SCREWS

ACT TILE
1'-4"
2x6 BLOCKING AT EA BRACE
A
1 1 MAX
1" MAX
.

STRONGBACK WHERE REQ'D

PER SECTION A-A
C
MAX
3"
(4) #10 SMS

SECTION A-A
400S162-33STRONGBACK AT

EACH KICKER WHERE LENGTH
IS > 7'-6" - PROVIDE #10 SCREWS
@ 16" O/C TO KICKER (1st SCREW
6" FROM ENDS)
400S162-54 KICKER @ 4'-0" O/C -

ALTERNATE KICKERS EACH SIDE AT
INTERIOR WALL CONDITIONS - 2

KICKERS MINIMUM PER WALL
B
16 S6.72
1-1/2" x 18 GA CONT STRAP
W/ #10 SMS EA STUD

PROVIDE STRAP AT

MIDPOINT FOR SPANS UP TP
10'-0" AND AT 1/3 POINTS >
THAN 10'-0"

INTERIOR STUD WALL PER

SCHEDULE

CLG OR SOFFIT

JOISTS PER PLANS,

INDICATED DETAILS,

ARCH DWGS &

SCHEDULE

CONC CURB

WHERE OCCURS
MAX
SPAN CLG or SOFFIT JOIST

SILL ATTACHMENT

PER ELEVATION

J O I S T S C H E D U L E
TYP.

KICKERS
PER
@ PARTIAL HT
WALLS
BLOCKING AT 48"

OC ATTACH TO

JOIST PER

UPPER ATTACHMENT

PER DIAGRAM ON THE
LEFT
01 -
05 -
01C
S6.72
600S162-43 @ 16” O/C 16'-0"
SPAN
1/2" TYP (E) 2x6 SUB-PURLINS

PER PLAN
SIMPSON SDS 1/4"

SCREWS TO EA BLKG

PRE-DRILL HOLES IN
TRACK
CONT 16GA TRACK
W/ #10 SCREW EA

STUD EA FLANGE

STUDS PER STUD

WALL SCHEDULE

CONDITION WHERE WALL IS PERPENDICULAR

OR SKEWED TO JOIST SPAN
1/2" TYP
2x BLKG MATCHING

DEPTH OF SUB-PURLIN
W/ SIMPSON A34 BOTH
ENDS
SIMPSON SDS 1/4"

SCREWS TO EA BLKG

PRE-DRILL HOLES IN
TRACK
CONT 16GA TRACK
W/ #10 SCREW EA

STUD EA FLANGE

STUDS PER STUD

WALL SCHEDULE

CONDITION WHERE WALL IS PARALLEL TO JOIST SPAN
(E) GYP BD PATCH
and REPAIR TO

MATCH (E) AS REQD
SISTERED 2x TO (E)
2x MATCHING
DEPTH W/ 16d NAILS
@ 12" O/C STAGG
(E) PLYWOOD SHTG (E) PLYWOOD SHTG
N.T.S.
01 TYP INTERIOR STUD WALL SCHEDULES AND ELEVATION
N.T.S.
04 TYP SLIP CONNECTION AT TOP OF STUD

WALL TO DECK
N.T.S.
05 KICKER CONNECTION
N.T.S.
03 TYP CLG & SOFFIT FRAMING SECTION &

SCHEDULE

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL INTERIOR

LIGHT GAUGE

FRAMING DETAILS
S6.74
DS
MONROE ST. POOL REPLACEMENT

TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS
N.T.S.
06 TYP SOFFIT HANGER TO WOOD ROOF
09/30/25
256
85 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

END CONDITION__
1/4" "U" PLATE W/
(2) 5/8"Ø BOLTS
1/4" STRAP EA. SIDE W/
(2) 5/8"Ø BOLTS

WOOD POST PER PLAN
POST and STRAP
1 1/4" VERTICALLY SLOTTED HOLES
TYP PLACE BOLTS @ TOP OF SLOT
A
NOTES:

1. DAP IN POST STRAPS WHEN POST IS GREATER THAN BEA M
WIDTH.

2. EASE BEAM CORNERS TO FIT RADIUS OF "U" PLATE

3. PROVIDE SLOPED BEARING SEAT MATCHING ROOF SLOPE AS

REQUIRED TO ACHIEVE FULL BEARING

4. ORIENT BOLT HEADS TO ACCOMODATE ARCHITECTURAL
FINISHES. FINAL ORIENTATION DETERMINED BY ARCHITECT .

WHEN POST SIZE IS <

BEAM WIDTH TYP
WHEN POST SIZE IS =

BEAM WIDTH TYP
3/16
2 1/2"
8" 1 1/2"
3 1/2" 1 1/2" 3" 4" 3" 1 1/2"
1/4"
CENTER CONDITION__
1 1/4" VERTICALLY

SLOTTED HOLES
TYP PLACE BOLTS @

TOP OF SLOT

SPLICE WHERE OCCURS
MST27 ON EACH
SIDE
1/4" STRAP EA. SIDE
W/ (2) 5/8"Ø BOLTS
(SEE CONDITION A
FOR LOCATION and

SPACING)
1/4" "U" PLATE W/
(4) 5/8"Ø BOLTS
1/4" "U" PLATE W/
(2) 5/8"Ø BOLTS
B

WOOD POST PER PLAN
POST and STRAP
3/16 TYP.
1'-0"
1 1/2" 1 1/2"
2 1/2"

O P E N
(E)JOIST (3) BAYS 2x4 FLAT

BLOCKING AS REQUIRED

UNDER STRAPS W/
SIMPSON Z2 CLIPS BOTH

ENDS TO JOIST
SIMPSON MSTI48

STRAP W/ NAILS IN

EVERY OTHER HOLE
PLAN VIEW AT SMALL OPENINGS and PENETRATIONS__
PLAN VIEW AT LARGER OPENINGS__
SISTER (N) 2X TO MATCH
(E) JOISTS PER 5/-
SIMPSON MST48

FULLY NAILED AT

EA CORNER OF
OPENING (4 TOTAL

PER OPENING)

O P E N
(2) BAYS 3x

CONVENTIONAL OR
(2) BAYS 3 1/2" WIDE

PSL BLOCKING

MATCHING JOIST

DEPTH (REQ UNDER

STRAPS AT EA

CORNER) - PROVIDE

SIMPSON U HANGER

BOTH ENDS EA

BLOCK TO JOIST -
TYP
4x CONVENTIONAL
OR 3 1/2" WIDE

PSL HEAD-OUT
MEMBER

MATCHING JOIST

DEPTH W/

SIMPSON HU

EA END TO

DOUBLE JOISTS
A
B

JOIST SPACING
V.I.F
EQ EQ
MAX
4'-0"
TYP.

EQ
TYP.

EQ
MAX.
4'-0"
MAX.
2'-8"
(E) 2x JOIST PER

PLAN W/ SIMPSON JB

HANGER TYP

PLY WD SHEATHING

PER PLAN

STRAP WHERE OCCURS,

SEE PLAN
(2) ROWS 10d
@ 4" O/C
(E) CONT 2x

BLKG, TYP
(N) WOOD BEAM PER
PLAN
NOTE: CONTRACTOR SHALL PROVIDE

ADEQUATE SHORING
CONT SHAPED 2x10 FLAT
W/ (4) 16d NAILS EA. JOIST,
SPACE 16d NAILS @ 3"
MIN. STAGGERED
SIMPSON A34 EA. SIDE
OF EA. BRACE,

STAGGERED
B.N.
(3) 3/8"Øx7" LAG SCREW W/
PLATE WASHER AT EA. BLKG
CONT 2x6 FLAT W/ (2) 16d
@ 8" OC TO SHAPED 2x10
SIMPSON TSP W/ (3) 10d TO
FLAT 2x6, (3) 10d TO
SHAPED 2x10, and (9) 10d x 1
1/2 TO 2x6 BRACE
CONT SHAPED 2x10 FLAT
W/ (4) 16d NAILS EA. JOIST,
SPACE 16d NAILS @ 3"
MIN. STAGGERED
SIMPSON A34 EA. SIDE
OF EA. BRACE,

STAGGERED
B.N.
1 3/4"
(3) 3/8"Øx7" LAG SCREW
W/ PLATE WASHER EA.

BLKG
CONT 2x6 FLAT W/ (2) 16d
@ 8" OC TO SHAPED 2x10
SIMPSON TSP W/ (3) 10d TO
FLAT 2x6, (3) 10d TO
SHAPED 2x10, and (9) 10d x
1 1/2 TO 2x6 BRACE
1 3/4" 1 3/4"

A PARALLEL CONDITION PERPENDICULAR CONDITION B
CONT 4x6 BLKG W/ SIMPSON

HU HANGER AT ONE END
and HUC HANGER AT
OPPOSITE END (ALT. HU and
HUC HGR. AT OPPOSING

SIDES OF ROOF JOIST)

PLY WD SHEATHING TO

MATCH EXISTING
E.N., TYP
E.N.

SIMPSON MSTA49 AT EA
STUD
SOLID 4x6 BLKG W/ SIMPSON "HU"

HANGER AT ONE END & HUC

HANGER AT OPPOSITE END (ALT
HU & HUC HGR. AT OPPOSING

SIDES OF ROOF JOIST)
2x6 CONT SHAPED
BLK'G
2x CONT SHAPED BLK'G
SIMPSON A35 EA STUD,

TOP & BOTTOM
2x6 BRACE @ 16" OC W/ (4) 16d

TO STUDS

PLY WD ROOF SHEATHING

PER PLAN MATCH EXISTING
B.N.

E.N.

B.N.
2'-0" MAX.

PER ARCH'L
1 1
PER ARCH'L (3'-0" MIN.)
CONT 2x SILL PLATE W/ (2)
16d NAILS @ 8" OC

STAGGERED TO BEAM
BELOW
CONT 2x6 BLOCK @ MID-POINT OF

BRACE WHEN LENGTH OF BRACE
EXCEEDS 6'-0"
(E) BEAM/DBL JOISTS PER

PLAN (CENTER W/ WALL

STUD, FILL SIDES AS REQ

TO MATCH WIDTH)

APERPENDICULAR CONDITION
E.N., TYP
E.N.

B.N.

E.N.

B.N.
2'-0" MAX.

PER ARCH'L
1 1
4'-6"

BPARALLEL CONDITION
4x6 BLKG @ 16" OC W/
SIMPSON "HU" HANGER EA

END, TYP AT BAYS

SURROUNDING PARAPET

CONN TO ROOF
NOTE:

FOR REMAINDER OF INFO SEE

PERPENDICULAR CONDITION

WALL BLW AS OCCURS

PER PLAN
07 -
07 -

EXISTING JOIST

EXISTING JOIST
2x6 STUDS @16" O/C
EXISTING DBL JOIST (V.I.F.)
OR (N) 4x8 BEAM
(N) WOOD POST PER PLAN
POST and STRAP
(E) BM PER PLAN
(E) DBL STUDS

UNDER BEAM
MST27 EA SIDE 10d BN MATCHIN EXISTING NAILING

PLYW SHTG
01 -
(N) WOOD BM PER PLAN
16"
16"

ELEVATION
(2) 16d @ 16" O/C ES

STAGGERED
(2) 16d @ 16" O/C

STAGGERED
(2) 2x OR (3) 2x MEMBERS

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYP WOOD

FRAMING DETAILS
S6.81
Checker
MONROE ST. POOL REPLACEMENT

TYP WOOD FRAMING DETAILS
N.T.S.
1TYP. WOOD BEAM TO WOOD POST
N.T.S.
4TYP. OPENINGS IN ROOF
1" = 1' -0"
3JOIST TO WOOD BEAM CONN.

N.T.S.
7TYP. PARAPET BRACING SUPPORT CONN
N.T.S.
8PARAPET FRAMING AT BEAM
1" = 1' -0"
6TYPICAL (N) WOOD BEAM TO (E) WOOD BEAM
1 1/2" = 1' -0"
5SISTER BEAM
09/30/25
256
86 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

F.F.

B.O. (E) FTG.
(E) FTG. - VIF
(E) CONC. SLAB

ON GRADE
(N) POST PER PLAN 'ABU' POST CONNECTOR W/
3/8"Ø TITEN HD
OF STUD and (E) FTG

SECTIONS AT BASE OF PARTITION

SECTIONS AT TOP OF PARTITION

S C H E D U L E
JOIST
2x CONT P.T.D.F. SILL PLATE

W/ POWDER ACTUACTED

FASTENERS (PER GEN'L
NOTES) @ 24" O/C - LOCATE
1st and 2nd FASTENERS 6" and
16" FROM PLATE ENDS

TOP OF CONC CURB
JOIST

PARALLEL TO JOISTS TYP CONDITION
2x4 @ 48" O/C W/ (2) 16d

END NAILS OR SIMPSON
A34 EA SIDE

FINISH PER ARCH
(2) 2x CONT TOP
PLATES
(2) 2x CONT TOP
PLATES
(2) ROWS 2x CONVENTIONAL OR 1 3/4" LVL SOLID
BLKG W/ (3) 16d END NAILS OR (2) SIMPSON A34's

EA END - SEE ARCH

PERPENDICULAR OR SKEWED TO JOISTS TYP

CONDITION
PARALLEL TO and DIRECTLY BELOW JOISTS
(2) 2x CONT TOP PLATES
JOIST
(2) BAYS 2x CONVENTIONAL OR 1-3/4" LVL
BLOCKING @ 48" O/C W/ (3)
16d END NAILS OR (2) SIMPSON
A34's EACH END

FINISH PER ARCH
PLYWOOD E.N. TO BLOCKS

CONNECTION TO CONCRETE SLAB (NO CURB)
22'-0"
29'-0"

MAX STUD
HEIGHT

CONNECTION TO CONCRETE CURB
2x CONT P.T.D.F. SILL PLATE W/
3/8"Ø CONCRETE SCREW

ANCHORS (PER GENERAL NOTES)
@ 24" O/C - 3" MIN EMBED - LOCATE
1st ANCHOR 9" FROM PLATE ENDS
TOP OF

CONCRETE SLAB
2x6 @ 16" O/C

STUD SIZE
and

SPACING
14'-0" 2x4 @ 16" O/C
2x8 @ 16" O/C
NOTES:

1. SEE SCHEDULE BELOW FOR NON-FRAME
PARTITION MINIMUM STUD SIZES.

2. STUD SIZES INDICATED ON SCHEDULE ARE
MINIMUM DESIGN SIZES - PROVIDE WIDER 2x

STUDS OF SAME SPACING IF ARCHITECTURAL

CONSTRAINTS REQUIRE WIDER WALLS

PENETRATION
1 1/2"
3 1/2"
GAP
1/2"
GAP
1/2"
GAP
1/2"
2x6 CONT EA SIDE W/
(2) 10d PER BLOCK/JOIST, TYP
(SPACED 3" O/C)
GYP. BOARD SHTG

WHERE OCCURS
WHERE GYP. BOARD OCCURS DO
NOT INTERRUPT and MAINTAIN 1/2"
CLR FROM GYP.

3. REFER TO 15/- FOR SECTIONS AT TOP OF
PARTITION AT WOOD I-JOIST FRAMING 2x6 CONT EA SIDE W/ (2) 10d PER BLOCK, TYP (SPACED 3" O/C)

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

WOOD FRAMING

DETAILS
S6.82
Checker
MONROE ST. POOL REPLACEMENT

WOOD FRAMING DETAILS
3/4" = 1' -0"
4NEW POST AT (E) SOG/FTG
1" = 1' -0"
2TYP NON-BEARING PARTITION DETAILS
09/30/25
256
87 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

A B
MATCHING STUD SPACING (16" O/C at

CONCRETE WALLS)
3 SCREWS (OR

ANCHORS) PER
ROW

EQUIPMENT
(200# MAXIMUM)

TYPICAL ELEVATION
2 ROWS

BACKING TRACK

AT EACH SCREW
ROW

EQUIPMENT
(200# MAX.) 1/4" SELF

TAPPING

FASTENER

PER GENERAL
NOTES
16 GA. METAL
STUDS @ 16" O/C

SIDE ELEVATION

EQUIPMENT
(200# MAX.) 3/8"Ø CONCRETE

SCREW PER

GENERAL NOTES
W/ 2 1/2" MIN.

EMBEDMENT

CONCRETE
WALL

AT CONCRETE WALL AT METAL STUD WALL
TYP.
2"
HEIGHT
WIDTH

EQUIPMENT
(200# MAX.) 3/8"Ø MASONRY

SCREW PER

GENERAL NOTES W/
2" MIN. EMBEDMENT

CMU WALL

AT CMU WALL
4x BLOCKING, TYP.

EQUIPMENT PER
(MAX. WT. = 100#)

STUD WALL
(N) SIMPSON A34 TOP
and BOTTOM EA. END
EA. BLK'G TYP. DEPTH
3/8"Ø x 3-1/2" LAG
SCREWS

AT WOOD STUD WALL
5/8" THICK "DENSDECK PRIME" SHEATHING BY
GEORGIA PACIFIC W/ #8 SCREWS @ 8" O/C AT SHEET
EDGES and INTERMEDIATE SUPPORTS - TYP. TOP and

SIDE OF PLATFORM
NOTES SYMM.

ABOUT CENTER LINE
EQUIPMENT - SEE PLANS and

MEP DRAWINGS FOR OPERATING
WT.
(160 lbs. MAX.)

SECTION A-A STEEL CHANNEL PER

BARE METAL DECKING -

CONTINUE UNINTERRUPTED

UNDER PLATFORM
600S162-54 METAL CRIPPLE STUDS @ 12" O/C
FOR LEVELING - SECURE IN TRACK TOP and
BOTTOM W/ #12 SCREW EA. FLANGE
CONT. 600T150-54 TRACK
600S162-54 JOISTS @ 8" O/C -

ALIGN W/ STUDS EACH END

DECKING SPAN DIRECTION

SECTION B-B
CONT. 12 GA. x 10 WIDE PLATE W/ (2)
ROWS #12 SCREWS @ 12" O/C TO

DECKING HIGH FLUTES
CONT. 600T150-54 TRACK W/ #12 SCREW EA. FLANGE
TO EA. JOIST and W/ #12 SCREWS @ 4" O/C TO

CRIPPLE WALL
(2) #12 SCREWS EACH JOIST

TO CRIPPLE WALL

CHANNEL PER PLAN

BARE METAL

DECKING -

CONTINUE

UNINTERRUPTED

UNDER PLATFORM

CHANNEL PER

BACK-TO-BACK JOISTS

UNDER EDGES UNIT EDGES
CONT. 600T150-54 TRACK W/ #12
SCREW EA. FLANGE TO EA. BLKG. and W/
#12 SCREWS @ 6" O/C TO CRIPPLE WALL
(2) ROWS #12 SCREWS @6" O/C

TRACK TO PLATE
4006150-54 BLOCKING @12" O/C -

ALIGN W/ STUDS EACH END - ATTACH TO
BACK-TO-BACK JOISTS PER 10/S-1092

BACK-TO-BACK BLOCKING MATCHING JOIST MATERIAL
(16 GA MIN.) - ATTACH TO JOISTS EA. END PER 10/S-1092 SIM.

TO ALIGN W/ UNIT SUPPORT LOCATIONS
CONT. 600T150-54 TRACK W/ (2) ROWS
#12 SCREWS TO EA. DECKING HIGH FLUTE (3) #8 SCREWS PER BLOCK 6"
MAX.
8"
SQ.
4'-3" MAX.
2" MIN., TYP.
6" MAX. -
800S162-54 METAL CRIPPLE STUDS @ 12" O/C
FOR LEVELING - SECURE IN CONT. 800T150-54
TRACK TOP and BOTTOM W/ #12 SCREW EA.

FLANGE
3 S6.13
3 S6.13
P5000T UNISTRUT W/ END CAPS - ON

UNISTRUT CORNER INTERSECTIONS
P1283 UNISTRUT ANGLE W/ #12

SCREWS ANCHORING INTO

METAL STUD PLATFORM BELOW
PLAN VIEW P5000HS UNISTRUT

W/ END CAPS

GALVANIZED SHEET

METAL CAP WITH

WATERTIGHT JOINTS

OVER PVC FLASHING
OVER 3/4" PLYWOOD
P1000HS UNISTRUT

W/ END CAPS
4x P.T. PERIMETER

WOOD FRAME

HVAC EQUIPMENT

FASTENED TO
P1000HS UNISTRUT

CRICKET AS OCCURS
2'-0" MAX.
5'-9" MAX.

P5000HS UNISTRUT W/ END CAPS
1/2" BOLT W/ WASHER and CHANNEL

NUT W/ SPRING

HVAC UNIT BRACKET BOLTED TO
P1000HS W/ MIN 3/8" DIA BOLT W/
WASHER and CHANNEL NUT EACH

CORNER OF UNIT
1/2" HEX HEAD BOLTS & W/ SQUARE
WASHER AT BOTH ENDS (160 lbs. MAX.)
WT. P1283 UNISTRUT ANGLE W/ #12

SCREWS ANCHORING INTO

METAL STUD PLATFORM BELOW
B
B
AA
03 S6.13

OPENING IN ROOF

FRAME OPENING
PER
STL. BM. PER PLAN

PLAN C -C
STL. BM. PER PLAN
A
-
B
-
ROOF
FAN OR ROOF ACCESS HATCH 370#
MAX.

DUCKWORK
NOTE:

1. REFER TO ARCH'L DRAWINGS FOR ROOFING DETAILS. CO NFIRM ROOF PITCH PRIOR TO CURB FABRICATION.

MIN. 8" HIGH LEVEL
CURB W/ CANT and
FLASHING BY G.C.

C C

AT BARE METAL DECK

AT BARE METAL DECK
EQ.

EQ.
10"
1 1/2" 4"
10"
CURB ATTACHMENT__
STL. BM.

METAL DECK

PER PLAN
CURB
16 GA. MIN.

ATTACH CURB TO PLATE
W/ 1/4-14 SCREWS @ 8"
O/C (MIN. 3 PER SIDE)
1/4" SELF DRILLING ,

SELF TAPPING SCREWS
@
8" O/C (MIN. 3 PER SIDE)

PROVIDE SCREWS
CONT. 12 GA.x10" WIDE BENT PL W/
(2) ROWS #12 SCREWS @ 12" O/C TO

HIGH FLUTE

METAL DECK

PER PLAN
STL. BM. PER PLAN
10"
1 1/2"
CURB ATTACHMENT__
CONT. 12 GA.x10" WIDE
BENT PL W/ (2) ROWS #12
SCREWS @ 12" O/C TO HIGH
FLUTE
B A

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

EQUIPMENT

ANCHORAGE

DETAILS
S6.91
DW
MONROE ST. POOL REPLACEMENT

EQUIPMENT ANCHORAGE DETAILS
N.T.S.
1TYPICAL WALL MOUNTED EQUIPMENT
N.T.S.
2METAL STUD EQUIPMENT PLATFORM
N.T.S.
3EXHAUST FAN SUPPORT
09/30/25
256
88 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

P1001
P5000
P5001
P1000 10'-0" MAX.
10'-0" MAX.
10'-0" MAX.
10'-0" MAX.
60 LBS.
305 LBS.
121 LBS.
722 LBS.

UNISTRUT P2484W BRACKET.

INSTALL ABOVE OR BELOW STRUT
AS ROOM PERMITS. WHERE WF

BEAMS THAT SUPPORT STRUT ARE

OF SAME DEPTH, ATTACH BOTH

ENDS AS IN AT LEFT
(2) 3/8"Ø M. BOLT W/
LOCKING NUTS TYP.

W BEAM DEEPER

THAN ADJACENT
BEAM

METAL DECK

CHANNEL NUT AND NUT

AT TOP OF STRUT AT
HANGER RODS TYP.

UNISTRUT P2785, P2786 OR P2787

BEAM CLAMP AT BOTH SIDES OF

BOTTOM FLANGE

UNISTRUT TO SPAN BETWEEN BEAMS
& ATTACH TO BOT. FLG. OR WEB AS

SHOWN SEE NOTES FOR SIZES &

ALLOWABLE LOADS

DUCT STRAP OR HANGER
RODS PER MECH'L, ELECT.

AND PLUMBING DWGS.

NOTES:

1. MAXIMUM ALLOWABLE HANGING LOADS TO BE AS FOLLOWS (MAXIMUM

HANGER LOAD MAY BE FROM A SINGLE HANGER OR THE TOTA L LOAD FROM ALL HANGERS SUPPORTED FROM A COMMON STRUT):

UNISTRUT SIZE BEAM

SPACING
MAX. HANGER
LOADS
(2) 3/8"Ø M. BOLT W/
CHANNEL NUTS TYP.

SEE PLAN

ROOF BEAM SPACING

WRAP STRAP
AROUND

UNISTRUT
LAP 6" &

SCREW W/
(2)# 12 SMS
CONDITION___ A

2. LATERAL BRACING ATTACHMENT TO UNISTRUT SHALL NOT BE PERMITTED A
#12 SMS TO

UNISTRUT
1/8 3/4 - 6
1/8 3/4 - 6PROVIDE 1ST WELDS AT
MAXIMUM 3" FROM EACH
END OF DOUBLE STRUT.

BEAM PER PLAN
W6X CONT CENTERED ON HSS BELOW W/
(2) 1/4"Ø A325 BOLTS EA SIDE, (4 TOTAL) TO

PLATE BEAM SHALL EXTEND TO THE END

OF PLATE BELOW

POST PER PLAN DECK PER PLAN
PLATE 1/4"x5" x0'-10" LONG

CENTERED ON HSS POST

ATTACH HSS TO BEAM
PER

INTERSECTION WIDE FLANGE

BEAM PER PLAN

WIDE FLANGE BEAM PER PLAN
ATTACH W6x BEYOND PER
PROVIDE FULL HT 3/8"

STIFENER PLATE EA SIDE AT

LOCATION OF EQUIPMENT

ATTACHMENT
1/4

AT STIFF
PLATE
1/4
50% PP
5 S6.12
SIM.
1 S6.11
(16" MAX)
VARIES
1 1/2"

PV PANLE AND ATTACHMENT

PER MEP/MANUFACTURER
DWGS
1'-0"

CONCRETE OR CMU ATTACHMENT OPTION
TYP
1"

CONCRETE OR CMU

WALL PER PLAN
2" MIN
L3x3x3/8
(2) 5/8" DIA MECHANICAL

ANCHOR PER GENERAL NOTES
W/ 4" EFFECTIVE EMBEDMENT

UNISTRUT, SEE NOTES &

SCHEDULE FOR SIZES &

ALLOWABLE LOADS
1 1/2"

SECTION B-B
B
B
NOTES:

1. INCLUDES WEIGHT OF WATER and INSULATION AS APPLI CABLE.

2. MINIMUM SPACING BETWEEN ATTACHMENT POINTS PARALL EL TO METAL DECK FLUTES SHALL NOT BE LESS THAN 4'-0" O/C.

3. ANY OF THE REFERENCED DETAILS LISTED IN THE SCHE DULE AND/OR NOTES ARE ACCEPTABLE.

4. TECH REFERENCE: MASON WEST OPM-0043-13 PAGES A0. 1 THROUGH A11.6, A12.0 THROUGH A12.5 and A13.0 THROUGH A28.1 UTILIZE PAGES A1.5a, A10.5a, A10.6a, A20.5a and A20.6a IN LIEU OF PAGES A1.5, A10.5, A10.6, A20.5 and A20.6, RESPECTIVELY.

5. GRAPHICS SHOWN ABOVE ARE GENERIC AND ACTUAL COND ITIONS ARE TO BE PER THE SCHEDULE AND APPLICABLE REFERENCED OPM PAGES.

6. THESE DETAILS ARE NOT APPLICABLE FOR FIRE SPRINK LER SYSTEMS.

7. FOR SEISMIC HANGER ANCHORAGE TO STRUCTURE (SEE M0 .00 FOR GENERAL INFO, PROVIDE UNISTRUT AND/OR HSS S TEEL WHERE INDICATED IN PAGES FROM OPM):
a. AT METAL DECK WITHOUT CONCRETE FILL FOR BRACE F PVH HANGER FORCE EQUAL TO OR LESS THAN 150# MAX:
i. WHERE SUSPENDED ITEM MEETS THE REQU IREMENTS OF GENERAL NOTE I.4.B: PAGES M7.10 THROUGH M7.13. ii. SUSPENDED ITEMS EXCEEDING REQUIREME NT OF GENERAL NOTE I.4.B: SEE NOTE 7.c. b. AT STEEL BEAM FOR BRACE F PVH HANGER FORCE EQUAL TO OR LESS THAN 1500# MAX:
i. PAGES M3.10 THROUGH M3.16 and P1.10 THROU GH P1.12
c. AT FULLY GROUTED CMU WALL FOR BRACE F PVH HANGER FORCE EQUAL TO OR LESS THAN 500# MAX:
i. PAGES M5.10 THROUGH M5.12.
d. AT FULL HEIGHT METAL STUD WALL (4"x16GA MIN) FOR BRACE F PVH HANGER FORCE EQUAL TO OR LESS THAN 200# MAX:
i. PAGES M6.10 & M6.11.

NOTES - CONT:

8. FOR TRANSVERSE AND LONGITUDINAL SEISMIC BRACE ANC HORAGE TO STRUCTURE (SEE N0.00 FOR GENERAL INFO, PROVIDE UNISTRUT AND/OR HSS STEEL WHERE INDICATED IN PAGES FROM OPM):
a. AT METAL DECK WITHOUT CONCRETE FILL : ATTAC HMENT TO DECK IS NOT PERMITTED. ATTACH TO STEEL FRAMING PER NOTE 8.c.
b. AT STEEL BEAM FOR BRACE F
P FORCE EQUAL TO OR LESS THAN 500# MAX:
i. PAGES N3.11 THROUGH N3.16 and P1.10 THROUGH P1.12.
c. AT FULLY GROUTED CMU WALL FOR BRACE F P FORCE EQUAL TO OR LESS THAN 250# MAX:
i. PAGES N5.10 & N5.11.
d. AT FULL HEIGHT METAL STUD WALL (4"x16GA MIN) FOR BRACE F P FORCE EQUAL TO OR LESS THAN 100# MAX:
i. PAGES N6.10 & N6.11.

9. FOR BRACE CONNECTION TO ANY CONCRETE STRUCTURE, A LLOWABLE LATERAL LOAD SHALL BE DETERMINED FROM OPM TABLE FOR FORCES WITH Ω0 = 2.0

10. AT CONNECTIONS TO LIGHT WEIGHT CONCRETE MULTIPLY ALLOWABLE LOAD BY 0.85 AT VERTICAL HANGERS AND 0.60 AT BRACE CONNECTIONS.

11. FOR INTERMEDIATE PIPE DIAMETERS, CONDUIT WEIGHTS OR DUCT SIZES, USE LOADING AND SPACING PER NEXT LA RGER PIPE SIZE (6" DIAMETER MAX), CONDUIT WEIGHTS OR DUC T IN THE SCHEDULE.

12. FOR HORIZONTAL TRAPEZE MEMBERS (SEE T1.0 AND T2 .0 FOR GENERAL INFO):
a. CONFIGURATIONS WITH 36" MAX TRAPEZE SPAN ( DISTANCE BETWEEN HANGER RODS):
i. MAX WEIGHT OF 50#/FT: PROVIDE 1 5/8" x 3 1/4" x 12GA SINGLE STRUT. ii. MAX WEIGHT OF 100#/FT: PROVIDE HSS2x2 x1/4 or L4x4x1/4. iii. MAX WEIGHT OF 150#/FT: PROVIDE HSS3x3 x1/4 or L6x6x3/8. b. CONFIGURATIONS WITH 54" MAX TRAPEZE SPAN (D ISTANCE BETWEEN HANGER RODS):
i. MAX WEIGHT OF 50#/FT: PROVIDE (2) 1 5/ 8" x 1 5/8" x 12GA DOUBLE STRUT. ii. MAX WEIGHT OF 150#/FT: PROVIDE HSS3x3 x1/4 or L6x6x3/8.

13. TRANSVERSE BRACING SHALL OCCUR AT SPECIFIED SPA CING AND AT BEGINNING AND END OF EACH RUN. LONGITUDINAL BRACING SHALL OCCUR AT EACH RUN AT SPECIFIED SPACING.

14. FOR SUPPORT OF GRAVITY ONLY HANGERS, REFER TO D ETAIL 01/- HANGER ROD and

COMPONENTS PER MASON
WEST KIT. KIT NO and HANGER

SPACING PER SCHEDULE
TRANSVERSE, LONGITUDINAL and

ALL-DIRECTIONAL BRACING PER
MASON WEST KIT. KIT TYPE and
BRACE SPACING PER SCHEDULE.

LONGITUDINAL BRACING NOT
SHOWN FOR CLARITY.

TRANSVERSE RIGID BRACE ONLY
OCCURS ONE SIDE.

SEISMIC ANCHORAGE TO BLDG.

VARIES, SEE SCHEDULE and

NOTES FOR ACCEPTABLE

OPTIONS
60° MAX, TYP
30° MIN

PIPE/DUCT/CONDUIT

PER SCHEDULE

METAL DECK PER PLAN

STEEL FRAMING

PER PLAN TYP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

EQUIPMENT

ANCHORAGE

DETAILS
S6.92
DW
MONROE ST. POOL REPLACEMENT

EQUIPMENT ANCHORAGE DETAILS
N.T.S.
1TYPICAL GRAVITY HANGER SUPPORT TO STEEL FRAMING
N.T.S.
6PV PANEL SUPPORT FRAME
3/4" = 1' -0"
2TYPICAL SEISMIC SUPPORT FOR SUSPENDED DISTRIBUTION SYSTEMS 09/30/25
256
89 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

06 S1.11
04D
S6.01
(2) SIMP. SDS1/4x3 1/2 @ EA
CORNER AND 24" OC MAX
INTERMEDIATE (MIN 3 SCREW

EA SIDE)

EXHAUST FAN

PER MECH
SIMP. "ST12" AT EA
CORNER W/ #10
SCREWS

PLY WD SHEATHING

PER PLAN
4x8 CONT. BLKG W/ SIMP. "HU"
HANGER EA. END

PRE-FAB CURB PER
MANUF. SEE MECH'L FOR
ADD'L INFO.

SISTER EXISTING JOIST W/ 2X10 JOIST PER 05/S6.81
E.N. ALONG BLK'G
OPENING SEE 04/S6.81

EQUIPMENT

LOCATION
(ROOM
NO.)
WEIGHT (lbs) MOUNTING
SYSTEM
SEE MECH'L 150# MAX ROOF

ANCHORAGE SCHEDULE - MOUNTED EQUIPMENT

EF OR GV
NOTES:

1. REFER TO ARCH'L DRAWINGS FOR ROOFING DETAILS.

CONFIRM ROOF PITCH PRIOR TO CURB FABRICATION

ROOFING PER ARCH'L
MIN 8"

PLAN VIEW
WEIGHT
(lbs)
MECHANICAL ANCHORS (PER GENERAL NOTES) - SEE NOTE 1
HEIGHT
(in)
WIDTH
(in)
DEPTH
(in) EQUIPMENT

A N C H O R A G E S C H E D U L E - F L O O R M O U N T E D E Q U I P M E N T 2125 90 110 20
MECH'L
ANCH.Ø

QUANTITY OF

ANCHOR ROWS

QUANTITY OF ANCHOR

POINTS PER ROW

QUANTITY OF

ANCHOR POINTS
2 3 6

REMARKS
NOTE:

1. INSTALL PER ICC ESR 4266 WITH SPECIAL INSPECTION .

2. FOR 1/2" ⌀ HILTI KBTZ, PROVIDE MIN 3 1/4" EFFECTIVE EMBED, MIN 6" THICK CONCRETE, MIN 6" EDGE DISTANCE, AND MIN 8" SPACING IN MIN. 4,000 psi NORMAL WEIGHT CONCRETE AT PAD.

3. AT MECHANICAL UNITS W/ ANCHOR POINTS PER MANUFAC TURER, HOLE DIAMETER NOT TO EXCEED BOLT DIAMETER +1 /8", PROVIDE LARGER ANCHOR DIAMETER AS REQUIRED.

DEPTH
MAX.
6"
MAX.
6"
WIDTH

QUANTITY OF

ANCHOR POINTS PER

ROW PER SCHEDULE

QUANTITY OF

ANCHOR ROWS

PER SCHEDULE
PMB 1/2"Ø

TYPICAL ELEVATION
PER NOTE #2

EDGE DISTANCE
HEIGHT
1869 57.5 40.07 32.75 T1 1/2"Ø
INT-1 1257 24 48 25 1/2"Ø
PROVIDE 6" NWC PAD PER 4/S6.01
2 3 6 PROVIDE PAD PER 4/S6.01
2 3 6 PROVIDE 6" NWC PAD PER 4/S6.01

EQUIPMENT SEE PLANS
and MEP DRAWINGS
6" MIN. SPACING 6"

EDGE DISTANCE
HEIGHT

AT SLAB ON GRADE AT SITE

PLY WD SHEATHING

PER PLAN

STRAP HANGER
CAPACITY = 100#
(2) #10 WOOD SCREW

ROOF JOIST PER
PLAN
EQ EQ
1 1/2" 1 1/2" 3" MIN.

H/2,
2x8 BLK'G W/ SIMPSON
"HU" HANGER EA. END
"H"
NOTE:

1. SPACE STRAP HANGERS AT 12" OC MIN.,

TOTAL HANGING LOAD SHALL NOT
EXCEED 225# PER JOIST.

PLY WD SHEATHING

PER PLAN

STRAP HANGER
CAPACITY = 100#
(2) #10 WOOD SCREW

ROOF JOIST PER
PLAN
1 1/2" 1 1/2" 3" MIN.

H/2,
"H"

PLY WD SHEATHING

PER PLAN
CONDITION__
B

ROD HANGER

STEEL ANGLE PER

CONDITION
4x8 BLK'G W/ SIMPSON
"HU" HANGER EA. END
CAPACITY = 100#
(SEE NOTE 1)

ROD HANGER
CAPACITY = 200# (SEE
NOTE 1)
CONDITION__
A
L3x3x3/8 W/ (2)
5/8"Ø BOLTS

PLY WD SHEATHING

PER PLAN
2x BLOCKING WHITHIN 1'-0" OF

HANGER, EA SIDE OF JOIST
1 1/2" 3" 1 1/2"
EQ EQ
3" MIN.

H/2,
A

ROOF JOIST PER
PLAN
MIN.
4"Ø
DBL. NUT,
TYP
3" M
IN.

H/2,
M
IN.
4"Ø

ROOF JOIST PER
PLAN H
NOTE:

1. SPACE ROD HANGRS AT 12" OC MIN.,

TOTAL HANGING LOAD SHALL NOT
EXCEED 225# PER JOIST.

2. SEE MECH'L, ELECTRICAL, PLUMBING OR

ARCH'L FOR HANGER ROD STIFFENER
REQUIREMENTS.
1 3/4"

3. WHERE ROD STIFFENER REQUIRED SEE
1/S9.02.

ROD HANGER

STRAP HANGER

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYP EQUIP
ANCHORAGE to
WOOD
S6.93
CB
MONROE ST. POOL REPLACEMENT
TYP EQUIP ANCHORAGE to WOOD
7TYP. EF ANCHORAGE
8BOTTOM MOUNTED EQUIPMENT SCHEDULE and DETAILS
N.T.S.
1TYP. HANGER AT WOOD FRAMING
09/30/25
256
90 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

EQUIPMENT PER

ELECTRICAL/

MECHANICAL
(MAX. WT. = 250#)
FRONT ELEVATION__
4x BLOCKING, TYP
SIDE ELEVATION__ B A

EQUIPMENT PER

ELECTRICAL/MECHANICAL
(MAX. WT. = 250#)

STUD WALL
(4) 1/4"Ø x 3 1/2"
SIMP. SDS SCREWS
2x STUDS. @
16" OC
SIMPSON A34 TOP
and BOTTOM EA. END EA.

BLK'G TYP

OF UNIT
WIDTH
2" TYP.

OF UNIT
HEIGHT
2" TYP.

DEPTH
EQ EQ

PLY WD SHEATHING WHERE

OCCURS PER PLAN
B

WATER TANK
MAX. OPERATION
WT. = 1800# MAX.

S.O.G

WALL STUD PER
PLAN
1/2"Ø LAG SCREW
EMBED 4" MIN.
(VERIFY W/ STRAP
PER MANUF.)
6x BACKING W/ SIMP.
"A34" TOP and BOTTOM
AT EA. END (4 TOTAL)
TYP
CONT. PAD
PER
"H"
H/3 H/3
4D
S6.01
2 6.82
2 6.82
1/2"Ø LAG BOLTS WITH
WASHER & SEALANT (2"
EMBED)
DETAIL
1/2" BOLT W/ WASHER and

CHANNEL NUT W/ SPRING
P1283 UNISTRUT ANGLE
P5000 UNISTRUT W/ END CAPS
P1000 UNISTRUT W/ END CAPS
1/2" HEX HEAD BOLTS & W/

SQUARE WASHER AT BOTH ENDS

SCU UNIT BRACKET BOLTED
TO P1000 W/ MIN 3/8" Ø
BOLT W/ WASHER and

CHANNEL NUT EACH
CORNER OF UNIT and 24"
O/C BTWN.

SUC EQUIPMENT
3/4" PLYWOOD
P.T. 4x SHAPED TO

ROOF SLOPE
(2) SIMPSON HGA10KT

AT CORNER OF
PLATFORM, TYP.

L4x3x1/4 x 0'-6" @ 24" O/C W/
(2) 3/8"Ø x 3 1/2" LAG
SCREWS (4" APART) TO 4x
PERIMETER BM. and (2) 3/8"
Ø x 3-1/2" LAG SCREWS - 6"
MAX. FROM ENDS OF 4x
PERIMETER BEAMS, TYP.

ON ALL (4) SIDES OF

PLATFORM
C

PLAN VIEW A
P5000SL UNISTRUT W/

END CAPS

GALVANIZED SHEET

METAL CAP WITH

WATERTIGHT JOINTS

OVER PVC FLASHING
OVER 3/4" PLYWOOD
P1000SL UNISTRUT W/

END CAPS
4x P.T. PERIMETER

WOOD FRAME

HVAC EQUIPMENT

PER MECH'L

FASTENED TO
P1000SL UNISTRUT

CRICKET AS OCCURS

ELEVATION B
8" MINIMUM FROM HIGHEST

ROOF POINT/CRICKET
P5000SL UNISTRUT W/ END CAPS
P1000SL UNISTRUT W/ END CAPS SCU EQUIPMENT FASTENED
TO P1000SL UNISTRUT
(250# MAX)
P1283 UNISTRUT ANGLE
1B
-
1C
-
10d @ 6" O/C TYP.

AROUND PERIMETER

PLYWOOD SHEATHING

PER PLAN
(E) 2x ROOF JOISTS

TYP, PER PLAN
6x BLKG TO MATCH ROOF

JOIST DEPTH W/ SIMP HU

HANGER EACH END, TYP

PLYWOOD SHEATHING

PER PLAN
SISTERED 2x ROOF
JOISTS OR 6x BLKG.

BEYOND
6x BLKG TO MATCH

ROOF JOIST DEPTH W/

SIMP HU HANGER

EACH END, TYP
P1315 UNISTRUT
ANGLE

GALVANIZED SHEET

METAL PLASHING

PVC COUNTERFLASHING

OVER WOOD FRAME

EQUIPMENT UNIT SIZE
(L"xW"xH")
HP A2-2 40x15x61
12" MAX
6"
4"
1" TYP
WEIGHT
(LBS)
250
HP A2-1 40x15x61 250

ARCHITECTURE ENGINEERING INTERIOR DESIGN

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYP EQUIP
ANCHORAGE to
WOOD
S6.94
Checker
MONROE ST. POOL REPLACEMENT
TYP EQUIP ANCHORAGE to WOOD
N.T.S.
4WALL MOUNTED EQUIPMENT AT WOOD WALL
1" = 1' -0"
5WATER TANK SEISMIC BRACING
1 1/2" = 1' -0"
1EQUIPMENT SUPPORT PARALLEL TO ROOF JOIST
09/30/25
256
91 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECI FIED AND IN

ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCU RATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS,

AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

4. THE MECHANICAL CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL PERMITS AND FEES.

5. COORDINATE MECHANICAL WORK WITH ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE). REFER TO

ELECTRICAL, ARCHITECTURAL,STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND/OR INSTALLATION OF ALL WORK.

6. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PROTECTION.

DRAWINGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS AND/OR OFFSETS AS REQUIRED FOR A COMPLETE SYSTEM.

7. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMEN T LOCATIONS WITH

THE GENERAL CONTRACTOR, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER.

8. MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONF ORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS" AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008.

9. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY

FOR THE PROTECTION OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, AND ENVIRONMENTAL CONDITIONS.

10. MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK AND P IPING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS SHALL BE COVERED AND PROTECTED FROM RAIN AND ALL OTHER ENVIRONMENTAL CONDITIONS.

11. VERIFY AND COORDINATE THE MAINTENANCE ACCESS AN D CODE REQUIRED CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK AND

COORDINATE THE WORK OF OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCE AND ACCESS FOR PROPER MAINTENANCE OF EQUIPMENT.

12. PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIP MENT. TAG SHALL BE MADE OF BAKELITE WITH ETCHED 1/2" HIGH LETTERS. LOCATE TAG ON EQUIPMENT NEAR MANUFACTURERS NAMEPLATE.

13. PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUC T CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED IN THE LATEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING SHALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STANDARDS.

14. FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL

DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL AIR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MAXIMUM LENGTH

AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

15. REFRIGERANT PIPING SHALL BE SIZED AND ROUTED IN ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE

ALL ADDITIONAL TRAPS, VALVES, AND ACCESSORIES REQUIRED BY THE MANUFACTURER FOR THE INSTALLED PIPE ROUTING. PROVIDE MINIMUM 1”

CLOSED CELL FOAM INSULATION FOR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. REFER TO SPECIFICATIONS.

16. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CON TROL WIRING IN CONDUIT.

17. THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.

18. THE MECHANICAL CONTRACTOR SHALL PROVIDE AS-BUIL T DRAWINGS.

DRAWINGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DRAWINGS

SHALL BE COMPLETED AND SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DRAWINGS ARE RECEIVED.

19. PROVIDE COMPLETE AIR AND WATER BALANCE FOR ALL MECHANICAL SYSTEMS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY AND A MEMBER OF "AABC" OR THE "NEBB". MECHANICAL CONTRACTOR

SHALL PROVIDE ALL NECESSARY BELTS SHEAVES AND PULLEYS AS REQUIRED

BY THE BALANCING CONTRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM.

20. DUCT SIZES INDICATED ON PLANS ARE THE "FREE" IN SIDE DIMENSION OF THE DUCT. THE CONTRACTOR SHALL INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL AND / OR PERFORATED LINERS.

21. SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC AND/OR LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED.

22. PROVIDE VOLUME DAMPERS FOR EACH SUPPLY DIFFUSER AS WELL AS FOR

RETURN AND EXHAUST OPENINGS AS REQUIRED BY THE BALANCING CONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM AS POSSIBLE. FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIONS.

23. PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE AN D AFTER EACH EACH

PIECE OF EQUIPMENT REQUIRING BALANCING OR MONITORING IN THE

HYDRONIC SYSTEMS INCLUDING BUT NOT LIMITED TO COILS, HEAT

EXCHANGERS, CONTROL VALVES, TEMPERATURE AND / OR PRESSURE SENSORS, ETC. PROVIDE ADDITIONAL TEST WELLS AS REQUIRED BY THE COMMISSIONING AGENT.

24. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WH ICH ARE PORTIONS

OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE.

25. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE

INTERLOCKED TO AND SHUTDOWN BY AREA WIDE FIRE ALARM SYSTEM SIGNAL. FOR BUILDINGS WITHOUT AREA WIDE SYSTEM THE EQUIPMENT SHALL

BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT.

26. PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS

27. DUCT SYSTEMS SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6% OF THE NOMINAL AIR HANDLER AIRFLOW RATE. CONFIRM THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING.

28. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE

CLEARANCE FOR MAINTENANCE ACCESS, PER MANUFACTURER'S
REQUIREMENTS.

1. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONE NTS SHALL BE

ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE

ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT
REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVEABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE

ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT

THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER
APPROVED BY DSA.

2. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONEN TS SHALL BE

POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE

COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE

CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND
LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAV E A CENTER MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN T HE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

3. THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING

COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN

PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE

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

MEP COMPONENT ANCHORAGE 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 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN

BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (e.g. OSHPD OPM FOR 2022 CBC OR LATER), COPIES OF THE BRACING

SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE

PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY

THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

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 PRE-APPROVAL (OPM#): MASON
WEST 0043-13 OR MW SAUSSE 0203-13

PIPING DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

ABBREVIATION DESCRIPTION

A AIR, AMPS

AAV AUTOMATIC AIR VENT

ABV ABOVE

AC AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AMB AMBIENT

APD AIR PRESSURE DROP

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION
AND AIR-CONDITIONING ENGINEERS, INC.

ASSY ASSEMBLY

ATM ATMOSPHERE

B BOILER

BFF BELOW FINISHED FLOOR

BHP BRAKE HORSE POWER

BEL BELOW

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BTUH BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

C CONDENSATE PIPING

CA COMPRESSED AIR

CAP CAPACITY

CD CEILING DIFFUSER, CONDENSATE DRAIN

CFG CEILING FIRE DAMPER

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CH CHILLER

CHR CHILLED WATER RETURNED

CHS CHILLED WATER SUPPLY

CV CHECK VALVE

CLG CEILING, COOLING

CO CARBON MONOXIDE SENSOR
CO2 CARBON DIOXIDE SENSOR

COMB COMBINATION, COMBUSTION

COND CONDENSER, CONDENSATE

CONT CONTINUE, CONTROL

COP COEFFICIENT OF PERFORMANCE

CR CONDENSER WATER RETURN

CS CONDENSER WATER SUPPLY
Cx COMISSIONING
CxA COMISSIONING AGENT
(D) DEMOLISH

DB DRY BULB
dB DECIBEL

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DN DOWN
Ø DIAMETER

EXIST EXISTING
(E) EXISTING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ELEC ELECTRICAL

EMS ENERGY MANAGEMENT SYSTEM

EQUIV EQUIVALENT

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EVAP EVAPORATOR, EVAPORATIVE

EWT ENTERING WATER TEMPERATURE

F FAHRENHEIT

FC FLUID COOLER

FCU FAN COIL UNIT

FD FIRE DAMPER

FLA FULL LOAD AMPS

FLR FLOOR

FLTR FILTER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSD COMBINATION FIRE SMOKE DAMPER

FT FOOT, FEET

FV FACE VELOCITY

GA GAGE

GAL GALLONS

GPM GALLONS PER MINUTE

GRD GRILLES, REGISTERS, AND DIFFUSERS

GWR GLYCOL WATER RETURN PIPING

GWS GLYCOL WATER SUPPLY PIPING

H HUMIDISTAT, HEIGHT

HD HEAD

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP

HTG HEATING

HVAC HEATING VENTILATION AND AIR CONDITIONING

HHR HEATING WATER RETURN

HHS HEATING WATER SUPPLY

HZ HERTZ

IAQ INDOOR AIR QUALITY

IN INCHES

IN WC INCHES WATER COLUMN

KW KILOWATT

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LRA LOCKED ROTOR AMPS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MAT MIXED AIR TEMPERATURE

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MECH MECHANICAL

MERV MINIMUM EFFICIENCY REPORTING VALUE

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MOCP MAXIMUM OVER CURRENT PROTECTION

NA NOT APPLICABLE

NC NORMALLY CLOSED, NOISE CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER
P PUMP

PD PRESSURE DROP

POC POINT OF CONNECTION

POD POINT OF DISCONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

RA RETURN AIR, RELIEF AIR

REF REFRIGERANT

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID LINE

RLA RATED LOAD AMPS

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

S SENSOR

SA SUPPLY AIR, SOUND ATTENUATOR

SAT SUPPLY AIR TEMPERATURE

SF SUPPLY FAN, SQUARE FOOT

SG SUPPLY GRILLE

SIM SIMILAR

SL REFRIGERANT SUCTION LINE

SMACNA SHEET METAL AND AIR-CONDITIONING

CONTRACTOR NATIONAL ASSOCIATION

SOO SEQUENCE OF OPERATION

ST SOUND TRAP

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TG TRANSFER GRILLE

TOD TOP OF DUCT

TOP TOP OF PIPE

TOS TOP OF STEEL / STRUCTURE

TSP TOTAL STATIC PRESSURE

T'STAT THERMOSTAT

TU TERMINAL UNIT

TYP TYPICAL

UH UNIT HEATER
V VOLT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VENT VENTILATION, VENTILATOR

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIDE, WATER

W/ WITH

W/O WITHOUT

WB WET BULB TEMPERATURE

WT WEIGHT
VFD
DDC

VARIABLE FREQUENCY DRIVE

MAIN BUILDING DIRECT DIGITAL CONTROL PANEL
AUTOMATIC CONTROL VALVE, 2-WAY
AUTOMATIC CONTROL VALVE, 3-WAY
----
TYPE

TYPE DESCRIPTION

T THERMOSTAT

Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPL AY

S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLAT E

R HUMIDISTAT OR HUMIDITY SENSOR

C CARBON DIOXIDE SENSOR

CO CARBON MONOXIDE SENSOR

EXAMPLE
TCR = THERMOSTAT WITH CO2 AND HUMIDISTAT SENSOR

GENERAL CONTROL NOTES

1. BUILDING EMS TO INTERCONNECT WITH EXISTING CAMPU S EMS SYSTEM FOR FULL CONTROL AND MONITORING.

2. BUILDING EMS TO CONNECT TO LIGHTING CONTROL PANE LS THROUGH BACNET INTERFACE CARD.

3. BUILDING CONTROLS TO COMPLY WITH OWNER CONTROLS STANDARDS.

4. MOTOR STARTERS SHALL BE PROVIDED BY ELECTRICAL C ONTRACTOR.

STARTERS SHALL BE EQUAL TO CERUS MODEL 'BAS'.

DEFINITION:

THERMOSTAT - FACTORY PROVIDED WITH ON-BOARD CONTROL LOGIC AND LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY.

ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD PROVIDED SENSOR WITH WIRING TO CENTRAL EMS WITH LOCAL USER OVERRIDE CONTROLS. MOUNT FLUSH AND AT EQUAL HEIGHT WITH LIGHT SWITCHES AND OTHER DEVICES.

SENSOR MODEL TO BE APPROVED BY THE ARCHITECT.

SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED

SENSOR WITH WIRING TO CENTRAL EMS WITHOUT LOCAL USER OVERRIDE CONTROLS EQUAL TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTURAL FEATURES AND TO BE APPROVED BY THE ARCHITECT.

5.201.1

5.504.3

5.504.5.3

5.504.5.3.1

5.410.3

5.410.4.3.1

5.410.4.4

5.410.4

5.410.4.5

5.504.4.1

5.506.1

5.506.2
702.1
702.2
703.1

COMPLY WITH REQUIREMENTS OF CALIFORNIA ENERGY
CODE (CCR TITLE-24, PART 6, 2022)

PERFORM TESTING AND ADJUSTING PROCEDURES IN

ACCORDANCE WITH INDUSTRY BEST PRACTICES AND
APPLICABLE NATIONAL STANDARDS ON EACH SYSTEM.

TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED
FOR BUILDINGS LESS THAN 10,000 SQFT OR NEW SYSTEMS
TO SERVE AN ADDITION OR ALTERATION.

BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A

BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE

SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE

PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND
BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL

ENVIRONMENTAL BALANCING BUREAU PROCEDURAL
STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL
NATIONAL STANDARDS.

AFTER COMPLETION OF TESTING, ADJUSTING AND

BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED

BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
SERVICES.

BUILDING OWNER SHALL BE PROVIDED WITH DETAILED

OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES

OF GUARANTEES AND WARRANTIES FOR EACH SYSTEM
PRIOR TO FINAL INSPECTION.

ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE

PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS

SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION

CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS
SHOWN IN TABLES 5.504.4.1 & 5.504.4.2.

AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF

ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN

UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT

WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF
MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH

STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS,

INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC

COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS,
TITLE 17, COMMENCING WITH SECTION 94507.

AT THE TIME OF ROUGH INSTALLATION AND DURING

STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL

STARTUP OF THE HEATING, COOLING, AND VENTILATION

EQUIPMENT, ALL DUCT AND OTHER 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.

IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE

REGULARLY OCCUPIED AREAS OF THE BUILDINGS WITH AIR

FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT
PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE

INSTALLED PRIOR TO OCCUPANCY AND

RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF
THE SAME VALUE SHALL BE INCLUDED IN THE M&O MANUAL.

INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE
MANUFACTURER INDICATING THE MERV RATING.

FOR MECHANICALLY OR NATURALLY VENTILATED SPACES

IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF
SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR
TITLE 24, PART 6 AND CHAPTER 4 OF CCR, TITLE 8 OR THE

APPLICABLE LOCAL CODE WHICHEVER IS MORE
STRINGENT.

FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL
VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS

SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE LATEST EDITION OF THE
CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION
120.1(c).1.

HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND

CERTIFIED IN THE PROPER INSTALLATION OF HVAC

SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A

NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR
CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY

PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT

SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED

AND CERTIFIED TO INSTALL HVAC SYSTEMS OR
CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS.

ACCEPTABLE HVAC TRAINING AND CERTIFICATION

PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE
FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP
PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3)

TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR

STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS, 4) PROGRAMS SPONSORED BY
MANUFACTURING ORGANIZATIONS, 5) OTHER PROGRAMS
ACCEPTABLE TO THE ENFORCING AGENCY.

SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO

DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE
INSPECTING.

THE BUILDING OWNER SHALL BE PROVIDED WITH THE FINAL

REPORT OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE ENFORCING AGENCY.
1 M7.01

DOOR LOUVER

TRANSOM LOUVER

UNDERCUT DOOR

SUPPLY AIR FLOW DIRECTION

OUTSIDE AIR FLOW DIRECTION

EXHAUST AIR FLOW DIRECTION

RETURN AIR FLOW DIRECTION

KEYNOTE SYMBOL

EQUIPMENT TAG SYMBOL

DETAIL NUMBER
S

SHEET NUMBER

DIFFUSER IDENTIFICATION, NECK SIZE

AIR FLOW, NUMBER OF OCCURRENCES
D/L
T/L
U/C
EA
OA
?
?
RA
SA
S-1: 12"
200
TYP.3
(NOT TO SCALE)

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

LEGENDS AND

GENERAL NOTES
M0.10
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL LEGENDS AND GENERAL NOTES

GENERAL NOTES

MEP SYSTEMS COMPONENT ANCHORAGE AND

BRACING NOTES

ABBREVIATIONS

CONTROL SYSTEM (PLAN VIEW)

CALGREEN BUILDING STANDARDS

NON-RESIDENTIAL MANDATORY MEASURES ANNOTATION SYMBOLS
1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
92 203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA

STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY

REGULATIONS SHALL COMPLY WITH THE APPLIANCE
STANDARD.

COVERED PROCESS

REFRIGERATED WAREHOUSES, COMMERCIAL

REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS

BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE
REQUIREMENTS WITHIN THIS SECTION.

BUILDING COMMISSIONING

PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED
AS DESCRIBED WITHIN THIS SECTION.

GENERAL
110.1
120.6
120.8
110.2(d)
120.1(c.2)
120.1(d.1)
120.1(d.2)
120.1(d.3)
120.2(e.1)
120.2(e.2)
120.2(f)
120.2(g)
120.2(i)

AIR-SIDE SYSTEMS

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

HEAT PUMP CONTROLS

HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE
HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT

SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING
LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN

WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION

HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR

SUPPLEMENTARY HEATING, AND THE CUT-OFF

TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN

THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY
HEATING.

THERMOSTATS

ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING

HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY

MANAGEMENT SYSTEM SHALL HAVE A SETBACK
THERMOSTAT.

FURNACE CONTROLS

GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH
INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT

LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLUE
DAMPER.

NATURAL VENTILATION

NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY
OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF
OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF
WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR
AREA OF THE NATURALLY VENTILATED SPACE. WHERE

OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE

OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE
FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE

MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE

READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER
THE SPACE IS OCCUPIED.

MINIMUM VENTILATION

EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL BE

VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF

PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS

REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY
STANDARDS.

PRE-OCCUPANCY VENTILATION PURGE

THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE

AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING

DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE
BUILDING IS NORMALLY OCCUPIED.

DEMAND CONTROL VENTILATION

HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR

ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A

MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES
GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHALL

HAVE DEMAND CONTROL VENTILATION OR OCCUPANT
SENSOR VENTILATION CONTROLS.

TIME CONTROL

EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED

WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY

SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE

AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH

CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE

THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR
HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR
TIMER THAT CAN BE MANUALLY OPERATED.

SETBACK AND SETUP CONTROL

THE CONTROL SHALL AUTOMATICALLY RESTART AND

TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO
MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT.

IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A

SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM
PROVIDES MECHANICAL COOLING.

OUTDOOR DAMPER CONTROL

OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE

INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE
UPON FAN SHUTDOWN.

ISOLATION ZONES

EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE

ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF
MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED,
INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS.

AUTOMATIC DEMAND SHED CONTROLS

HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE

PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR
NON-CRITICAL ZONES.

ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD)

AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED

WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI
CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH
SHALL INCLUDE A FDD SYSTEM.
110.2(a)
110.2(b)
110.2(c)
120.2(h)

EQUIPMENT EFFICIENCY

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

PIPE INSULATION

ALL HVAC PIPING CONVEYING LIQUIDS OR LOCATED WITHIN

HVAC EQUIPMENT SHALL BE INSULATED IN ACCORDANCE
WITHIN THIS SECTION.

WATER HEATER CERTIFICATION

ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY

BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED

THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF

THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

SERVICE WATER HEATING INSTALLATION

ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN
167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE

WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE
HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING

SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL

CAPABLE OF AUTOMATICALLY TURNING OFF THE
CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED.

CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F
FOR PUBLIC LAVATORIES.

POOL AND SPA EFFICIENCY AND CONTROL

A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE

OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE
HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; A

PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE

OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY

EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE

PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS
USED. NO ELECTRIC RESISTANCE HEATING.

POOL AND SPA INSTALLATION

ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL
BE INSTALLED WITH ALL OF THE FOLLOWING: AT LEAST 36

INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO

ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING
EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR
SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT
ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP

SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE
SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD.

POOL HEATERS SHALL NOT HAVE A PILOT LIGHT.

SPA HEATERS SHALL NOT HAVE A PILOT LIGHT.

WATER-SIDE SYSTEMS

SERVICE HOT WATER SYSTEMS
120.4
110.2(a)
120.3
110.3(a)
110.3(b)
110.3(c)
110.4(a)
110.4(b)
110.5(c)
110.5(d)

DUCT INSULATION

ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL

BE INSTALLED, SEALED AND INSULATED TO MEET THE
REQUIREMENTS OF THE 2022 CMC SECTIONS 601, 602, 603,
604, 605.
24x10

TRANSITION - ECCENTRIC
DUCT RISE / DROP W/ 90° ELBOWS
(RECTANGULAR DUCTS)
45° ELBOW, R/D OR R/W=1.5
DUCT RISE / DROP W/ 90° ELBOWS
(ROUND AND / OR OVAL DUCT)
DUCT RISE / DROP W/ 45° ELBOWS
(RECTANGULAR DUCTS)
DUCT RISE / DROP W/ 45° ELBOWS
(ROUND AND / OR OVAL DUCTS)
90° ELBOW, R/D OR R/W=1.5

TRANSITION OR REDUCER

SOUNDLINED DUCTWORK

RECTANGULAR DUCT DN

RECTANGULAR DUCT UP

ROUND OR OVAL DUCT DN

ROUND OR OVAL DUCT UP

FLEXIBLE CONNECTION

DUCT SIZE (CLEAR INSIDE DIMENSION IN

INCHES)

TRANSITION - RECTANGULAR TO ROUND

RADIUS TEE

SQUARE TEE W/ TURNING VANES

RADIUS TAP IN

BULLHEAD TEE

MITERED ELBOW WITH TURNING
VANES
90° CONICAL TAP
90° STRAIGHT TAP
45° TAP
90° TAP WITH 45° BEVEL

WYE FITTING

RETURN AIR DUCT UP AND DOWN

SUPPLY AIR DUCT UP AND DOWN

RETURN DUCT ROOF PENETRATION

SUPPLY DUCT ROOF PENETRATION

EXHAUST AIR DUCT UP AND DOWN

EXHAUST DUCT ROOF PENETRATION
WYE AND 45° ELBOW W/ REDUCER
(ROUND AND / OR OVAL DUCT)

CHILLED WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

HEATING WATER SUPPLY PIPING

HEATING WATER RETURN PIPING
CHS
CHR
HHS
HHR

CONTINUATION OF PIPING

DUCT SMOKE DETECTOR

SHUT-OFF VALVE ABOVE GRADE

MANUAL VOLUME DAMPER

SMOKE DAMPER

FIRE DAMPER

FIRE / SMOKE DAMPER

BACK DRAFT DAMPER

SYMBOL DESCRIPTION
SD

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

ELECTRONIC REMOTE DAMPER

MECHANICAL REMOTE DAMPER

REMOTE DAMPER CONTROL LOCATION
RDCL

POINT OF CONNECTION

POINT OF DISCONNECTION

REFRIGERANT PIPING REF

CONTINUATION OF DUCT
(NOT TO SCALE)

1. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONN ECTIONS SHALL BE

SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS.

2. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE

PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS.

3. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A

MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.

4. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALT ERATIONS OR

MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND DSA PRIOR TO STARTING WORK.

5. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADD ITIONAL REQUIREMENTS.
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2018 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE

COUNCIL, WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2017 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;
2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;
(2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2022 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS
ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR V ERSION 2019

QUALITY
ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSIO N 2017 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS
FOR HVAC SYSTEMS VERSION 2018
2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION
(CALIFORNIA AMENDED)
NFPA 14 STANDPIPE SYSTEMS 2016 EDITION
(CALIFORNIA AMENDED)
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITI ON NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDI TION NFPA 20 STATIONARY PUMPS 2016 EDITION
NFPA 24 PRIVATE FIRE SERVICE MAINS 2016 EDITION
(CALIFORNIA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 E DITION (CALIFORNIA AMENDED)
(NOTE: SEE UL STANDARD 1971 FOR "VISUAL
DEVICES")
NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 20 16 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 20 19 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 20 15 EDITION (CALIFORNIA AMENDED)
BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2022)

MOTORIZED DAMPER
SP
BP
SD
AF
A
T
MD

OPERABLE WINDOW

CONTACT
WC

DC OPERABLE DOOR

CONTACT
DP

DUCT SMOKE DETECTOR

TEMPERATURE TRANSMITTER

AQUASTAT

AIRFLOW MEASURING UNIT

DUCT STATIC PRESSURE

TRANSMITTER

BUILDING PRESSURE

TRANSMITTER

DIFFERENTIAL

PRESSURE

TRANSMITTER

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

LEGENDS AND

GENERAL NOTES
M0.11
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL LEGENDS AND GENERAL NOTES
TITLE-24 MECHANICAL MANDATORY MEASURES MECH LEGEND

GENERAL STRUCTURAL NOTES

APPLICABLE CODES

CONTROL DIAGRAM
1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
203
93 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

DUCT INSULATION SCHEDULE

OSA RA SA

LOCATION

OUTDOOR
RIGID BOARD - 2"
R=8.7, k-0.24, 3 lbs/cf

ALUMINUM JACKET

INDOOR - CONCEALED

INDOOR - EXPOSED

DUCT LINER
(WHERE INDICATED)
FIBERGLASS DUCT WRAP - 1.5"
R=4.2, k-0.29, 0.75 LBS/ CF

FSK OR ASJ JACKET
EA

SERVICE
NONE
NONE
POLYESTER - 1"
R=5, k-0.23, 1.6 LBS/ CF
NOTES:
1) EXHAUST DUCT: NO INSULATION
2) REFER TO SPECIFICATION SECTION 230713 DUCT INSULATION FOR FURTHER INFORMATION

PIPE INSULATION SCHEDULE

INSULATION JACKET

REFRIGERANT

ALL SIZES
OUTDOOR - ALUMINUM 0.024 W/

ALUMINUM ELBOWS

INDOOR - PVC
ELASTOMERIC 2" THICK
REFER TO SPECIFICATION SECTION 230700 INSULATION FOR FURTHER INFORMATION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

SCHEDULES
M0.20
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL SCHEDULES
23 - MULTI-SPLIT MINI HEAT PUMP OUTDOOR UNIT SCHEDULE
TAG
UNIT

SERVE LOCATION

NOMINAL

CAPACITY
(TONS) AMBIENT (F)

COOLING HEATING REFRIGERANT ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKS MFR MODEL

CAPACITY
(MBH)
SEER
(BTU/WH)

CAPACITY
(MBH) HSPF TYPE

FACTORY
CHARGE
(LBS)

VOLTAGE
PHASE
MCA
MOCP
HP A 1-1 CARRIER 38VMB060 FC A 1-1, FC A 1-2, & FC A 1 -3 ROOF 5.0 95 60.0 18.6 66.0 8.7 R410A 12.3 208 V 1 40 A 45 A 16 x 36 x 52 230 01/M7.12 09 / M6.01 238126 1, 2, 3, 4, 5 HP A 2-1 CARRIER 38VMB060 FC A 2-1, FC A 2-2, FC A 2-3 , FC A 2-4 & FC A 2-5 ROOF 5.0 95 60.0 18.6 66.0 8.7 R410A 1 3.7 208 V 1 40 A 45 A 16 x 36 x 52 230 01/M7.12 09 / M6.01 2 38126 1, 2, 3, 4, 5 23 - MULTI-SPLIT SYSTEM HEAT PUMP INDOOR UNIT SCHEDULE
TAG
UNIT

SERVICE LOCATION TYPE

NOMINAL

CAPACITY
(TONS)

AIRFLOW
(CFM)
MIN. OSA
(CFM)

COOLING HEATING REFRIGERANT
DRAIN (IN.)

POWERED
FROM

OUTDOOR

ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION
SECTION REMARKS MFR. MODEL

CAPACITY
(MBH)

CAPACITY
(MBH) TYPE LIQ / GAS (IN.)

VOLTAGE
PHASE

INPUT (W)
MCA
MOCP
FC A 1-1 CARRIER 40VMW018 03 STAFF LOUNGE 03 STAFF LOUN GE WALL 1.5 560 400 18.2 21.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 45 0.5 A 15 A 42 x 9 x 13 35 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 1-2 CARRIER 40VMW024 04/05 MENS RESTROOM & LOCKER S 05 MENS LOCKERS WALL 2.0 650 1,000 24.3 27.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 75 0.9 A 15 A 47 x 10 x 14 40 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 1-3 CARRIER 40VMW018 14 MULTI PURPOSE RM. 14 MULTI PURPOSE RM. WALL 1.5 560 300 18.2 21.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 45 0.5 A 15 A 42 x 9 x 13 35 02 / M7.12 09 / M6.0 1 238126 1, 2, 3, 4 FC A 2-1 CARRIER 40VMF018A 01 LOBBY & CORRIDOR 01 LOBBY CASSETTE 1.5 700 200 19.1 21.5 R-410A 3/8 / 5/8 1-1/4 NO 208 V 1 154 2.0 A 15 A 38 x 38 x 12 70 09 / M7.12 09 / M6.01 238 126 1, 2, 3, 4 FC A 2-2 CARRIER 40VMW007 07A OFFICE 07A OFFICE WALL 0.5 3 20 50 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-3 CARRIER 40VMW007 07 ADMIN 07 ADMIN WALL 0.5 320 50 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-4 CARRIER 40VMW024 09/10 WOMENS RESTROOM & LOCK ERS 10 WOMENS LOCKERS WALL 2.0 650 1,000 24.3 27.0 R-410A 3/ 8 / 5/8 3/4 NO 208 V 1 75 0.9 A 15 A 47 x 10 x 14 40 02 / M7. 12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-5 CARRIER 40VMW007 16 FIRST AID 16 FIRST AID WALL 0.5 320 180 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 23 - EXHAUST FANS SCHEDULE
TAG
UNIT

SERVICE LOCATION TYPE

AIRFLOW
(CFM) FAN RPM

EXT STAIC

PRESSURE
(IN-WG)

MOTOR DATA
SOUND
POWER
(SONES / dBA)

ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKS MFR MODEL HP (WATT) RPM

VOLTAGE
PHASE
FLA
MCA
MOCP
EF-1A GREENHECK CUE-100-VG WOMEN'S RR & LOCKERS ROOF UPB LAST 950 1,434 0.50 1/4 1,725 8.7 / 57 115 V 1 4 A 4 A 15 A 25 x 25x 30 75 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-1B GREENHECK CUE-070-VG 09A STORAGE ROOF UPBLAST 100 1, 522 0.40 1/15 1,725 3.5 / 44 115 V 1 1 A 2 A 15 A 20 x 20 x 1 5 50 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-2 GREENHECK CUE-070-VG 17 EQUIPMENT STORAGE ROOF UPBL AST 150 1,298 0.50 1/15 1,725 2.4 / 40 115 V 1 1 A 2 A 15 A 20 x 20 x 15 45 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-3A GREENHECK SP-LP0511 03A STAFF RR SPACE CEILING 100 9 39 0.50 (19) 2.5 / - 115 V 1 13 x 13 x 5 10 09 / M7.12 06 / M6.10 233423 2, 3, 4, 6, 7 EF-3B GREENHECK SP-LP0511 03B STAFF SHOWER SPACE CEILING 100 939 0.50 (19) 2.5 / - 115 V 1 13 x 13 x 5 10 09 / M7.12 0 6 / M6.10 233423 2, 3, 4, 6, 7 EF-4 GREENHECK CUE-070-VG 03 STAFF LOUNGE ROOF UPBLAST 20 0 1,384 0.50 1/15 1,725 3.2 / 43 115 V 1 1 A 2 A 15 A 20 x 20 x 15 45 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-5A GREENHECK CUE-100-VG MEN'S RR & LOCKERS ROOF UPBLA ST 950 1,434 0.50 1/4 1,725 8.7 / 57 115 V 1 4 A 4 A 15 A 25 x 25x 30 75 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-5B GREENHECK CUE-070-VG 09A STORAGE ROOF UPBLAST 100 1, 522 0.40 1/15 1,725 3.5 / 44 115 V 1 1 A 2 A 15 A 20 x 20 x 1 5 50 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-6 GREENHECK CUE-080-VG 14A ELECTRICAL ROOM ROOF UPBLA ST 200 1,228 0.50 1/10 1,725 5.1 / 49 115 V 1 2 A 2 A 15 A 23 x 23 x 15 60 03 / M7.12 05 / M6.01 233423 1, 2, 3, 4, 6 EF-7 GREENHECK CUE-120-VG 22 POOL PUMP RM. ROOF UPBLAST 1 ,100 1,213 0.50 1/4 1,400 9.3 / 59 115 V 1 4 A 4 A 15 A 25 x 2 5x 30 80 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-8 PLASTEC-15 P15-4 24 CHEMICAL ROOM ROOF UTILITY 200 1, 500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 2 2 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 EF-9 PLASTEC-15 P15-4 25 CHEMICAL ROOM ROOF UTILITY 200 1, 500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 2 2 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 EF-10 GREENHECK CUE-090-VG FAMILY RR/SHOWER ROOF UPBLAST 550 1,603 0.50 1/10 1,725 7.8 / 55 115 V 1 2 A 2 A 15 A 23 x 2 3 x 15 55 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-11 GREENHECK CUE-080-VG 19 STORAGE ROOF UPBLAST 350 1,5 45 0.30 1/10 1,725 7.2 / 54 115 V 1 2 A 2 A 15 A 23 x 23 x 15 60 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-12 GREENHECK CUE-100-VG 21 ELECTRICAL ROOF UPBLAST 1,1 00 1,465 0.30 1/4 1,725 10.0 / 60 115 V 1 4 A 4 A 15 A 25 x 25 x 30 75 03 / M7.12 05 / M6.01 233423 1, 2, 3, 4, 6 EF-13 PLASTEC-15 P15-4 23 TANK STORAGE ROOF UTILITY 100 1, 500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 2 2 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 23 - SUPPLY FANS SCHEDULE
TAG
UNIT

SERVICE LOCATION TYPE

AIRFLOW
(CFM) FAN RPM

EXT STAIC

PRESSURE
(IN-WG)

MOTOR DATA
SOUND
POWER
(SONES / dBA)

ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKS MFR MODEL HP (WATT) RPM

VOLTAGE
PHASE
FLA
MCA
MOCP
SF-1 GREENHECK KSQ-9-M1-VG OSA FOR FC A 2-2, 2-3, 2-4 + MAKE-UP AIR ROOF MIXED FLOW FILTERED SUPPLY 1,050 1,77 9 0.50 1 2,500 10.1 / 61 115 V 1 10 A 13 A 20 A 37 x 19 x 21 1 05 14 / M7.11 02 / M6.01 233423 1, 2, 3, 4 SF-2 GREENHECK KSQ-7-M1-VG OSA FOR FC A 2-5 ROOF MIXED F LOW FILTERED SUPPLY 180 1,418 0.25 1/4 1,750 5.1 / 49 115 V 1 3 A 4 A 15 A 33 x 16 x 17 70 08 / M7.11 02 / M6.01 23342 3 1, 2, 3, 4 SF-3 GREENHECK KSQ-9-M1-VG OSA FOR FC A 1-1, 1-2 + MAK E-UP AIR ROOF MIXED FLOW FILTERED SUPPLY 1,440 1,470 0.5 0 1 1,725 13.7 / 62 208 V 1 6 A 7 A 15 A 44 x 22 x 24 125 14 / M7.11 02 / M6.01 233423 1, 2, 3, 4 SF-4 GREENHECK KSQ-7-M1-VG OSA FOR FC A 1-3 ROOF MIXED F LOW FILTERED SUPPLY 200 1,558 0.30 1/4 1,750 5.8 / 50 115 V 1 3 A 4 A 15 A 33 x 16 x 17 70 08 / M7.11 02 / M6.01 23342 3 1, 2, 3, 4 REMARKS:

1. MOUNTING: PROVIDE FACTORY 12" TALL PITCHED/SLOPE D GALVANIZE ALUMINUM ROOF CURB WITH INTEGRAL SUB-BASE, & WIRE MESH SCREEN

2. POWER: PROVIDE SINGLE POINT POWER & NEMA 3R DISC ONNECT

3. CONTROLS: FAN SHALL BE INTEGRATED & CONTROLLED V IA TO CARRIER I-VU BUILDING AUTOMATION SYSTEM

4. ACCESSORIES: PROVIDE BACKDRAFT DAMPER IN SHEET METAL NECK OF EXHAUST FAN BELOW ROOF CONNECTION. UPDATE CONSTRUCTION MATERIAL BASED ON REMARKS 5 OR 6.

5. CONSTRUCTION: FAN HOUSING SHALL BE OF POLYPROPYL ENE CONSTRUCTION WITH HINDERED AMINE LIGHT STABILIZERS FOR INCREASED UV PROTECTION. POLYPROPYLENE CONSTRUCTION SHALL INCLUDE ALL ELEMENTS EXPOSED TO EXHAUST AIRSTREAM (IMPELLER, BLADES, HOUSING, ETC). PROVIDE FAN WITH FOLLOWING ACCESSORIES:
• FAN POSITION IN CCW 360 UPBLAST
• POLYPROPELENE BACKDRAFT DAMPER
• STEEL COATED MOTOR STAND
• POLYPROPYLENE MOTOR WEATHER HOOD
• 3' THREE FOOT PP STACK EXTENSION
• POLYPROPELENE OUTLET GUARD
• DRAIN PLUG

6. CONSTRUCTION & COATING: FAN HOUSING SHALL BE OF ALUMINUM CONSTRUCTION WITH MODINE INSITU SPRAY COATING OR EQUAL ON ENTIRE EQUIPMENT HOUSING THAT MEETS ASTM B117 STANDARDS FOR 10,000 HOUR CORROSION, UV & MOISTURE PROTECTION

7. PROVIDE ROOF CAP PER DETAIL 08/M7.11
REMARKS:

1. MOUNTING: PROVIDE FACTORY 16" TALL PITCHED/SLOPE D GALVANIZE ALUMINUM ROOF CURB WITH INTEGRAL SUB-BASE, & WIRE MESH SCREEN

2. POWER: PROVIDE FACTORY MOTOR TRANSFORMER & NEMA 3R DISCONNECT

3. CONTROLS: FAN SHALL BE INTEGRATED TO CARRIER I-V U EMS CONTROL SYSTEM: SCHEDULED, MONITORED & CONTROLED

4. ACCESSORIES: PROVIDE BACKDRAFT DAMPER IN SHEET METAL NECK OF EXHAUST FAN BELOW ROOF CONNECTION & 2" MERV 13 SECONDARY FILTER WITH AN ADDITIONAL MERV 13 REPLACEMENT FILTER REMARKS:

1. POWER: PROVIDE SEPERATE POWER CONNECTION TO FAN COIL.

2. CONTROLS: FAN COIL SHALL BE MONITORED BY CARRIER I-VU BUILDING AUTOMATION. ALARM & SHUT OFF BASED UPON CONDENSATE PUMP FAILURE.

3. THERMOSTAT: PROVIDE A CONCEALED WIRED REMOTE CON TOLLER BY MANUFACTURER. THERMOSTAT SHALL READ TEMPERATURE, HUMIDITY & CO2.

4. CONDENSATE: PROVIDE INLINE CONDENSATE PUMP (120 V). CONDENSATE PUMP SHALL BE REVCO GOBI-II MODEL OR EQUAL. FOR PIPE ROUTING SEE PLUMBING PLANS REMARKS:

1. MOUNTING: VRF HEAT PUMP SHALL BE MOUNTED & ANCHO RED ON 6 INCH HOUSEKEEPING PAD.

2. POWER: PROVIDE NEMA 3R DISCONNECT. HEAT PUMP IS POWERERED SEPERATELY FROM INDOOR FAN COILS

3. CONTROLS: UNIT SHALL BE SCHEDULED & MONITORED BY CARRIER I-VU BUILDING AUTOMATION.

4. REFRIGERANT: CONTRACTOR TO VERIFY ALL REFRIGERA NT PIPE SIZES, LINE LENGTHS, ROUTING, FILTERS, Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORIES WITH MANUFACTURER

5. COATING: PROVIDE MODINE INSITU SPRAY COATING OR EQUAL ON EQUIPMENT CASING AND COIL THAT MEETS ASTM B117 STANDARDS FOR 10,000 HOUR CORROSION, UV & MOISTURE PROTECTION. 23 - AIR TERMINAL SCHEDULE

TAG MFR MODEL SERVICE TYPE MATERIAL REMARKS
S-1: 8"ø PRICE SPD 1-SUPPLY 24x24 CEILING DIFFUSER ALUMI NUM 1, 2, 3, 4, 5, 6 S-1: 10"ø PRICE SPD 1-SUPPLY 24x24 CEILING DIFFUSER ALUM INUM 1, 2, 3, 4, 5, 6 S-8: 10"x10" PRICE 530 1-SUPPLY 12x12 CEILING BAR GRILL E ALUMINUM 1, 2, 3, 4, 5, 6 R-1: 10"x10" PRICE 530 2-RETURN 12x12 CEILING BAR GRILL E ALUMINUM 1, 2, 3, 4, 5, 6 E-1: 8"x8" PRICE 530 3-EXHAUST 12x12 CEILING BAR GRILLE ALUMINUM 1, 2, 3, 4, 5, 6 E-9: 6"ø PRICE 530 3-EXHAUST 12x12 CEILING BAR GRILLE AL UMINUM 1, 2, 3, 4, 5, 6 E-40: 8"x8" PRICE 530 3-EXHAUST EXHAUST GRILLE- SIDEWAL L ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 10"x6" PRICE 530 3-EXHAUST EXHAUST GRILLE- SIDEWA LL ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 12"x6" PRICE 530 3-EXHAUST EXHAUST DIFFUSER - SID EWALL ALUMINUM 1, 2, 3, 4, 5, 6 T-40: 12"x8" PRICE 530 4 - TRANSFER TRANSFER DIFFUSER - SIDEWALL ALUMINUM 1, 2, 3, 4, 5, 6 REMARKS:

1. CEILING COMPATIBILITY: FURNISH WITH BORDER STYLE S COMPATIBILE WITH ADJACENT CEILING SYSTEMS SPECIFICALLY MANUFACTURERED TO FIT INTO CEILING MODULE WITH ACCURATE & ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS.

2. MATERIAL VARIANCE: PROVIDE ALUMINUM GRILLES, REG ISTERS, & DIFFUSERS WHERE INDICATED ABOVE & IN THE FOLLOWING AREAS- RESTROOMS, LOCKER ROOMS, ETC.

3. PROVIDE RECTANGULAR TO ROUND ADAPTOR AS REQUIRED & VICE-VERSA.

4. COLOR COMPATIBILITY: PAINT AIR TERMINAL TO MATCH CEILING, FLOORS & WALLS. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR COLORING SCHEME.

5. CONTRACTOR TO VERIFY EXACT QUANTITIES.

6. PROVIDE VOLUME DAMPER AT DUCT BRANCH. PROVIDE EL ECTRONIC MOTOR DAMPER IN INACCESSIBLE AREAS.

CONTRACTOR TO COORDINATE ACCESS PANELS WITH ARCHITECT.
1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
203
94 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL
TITLE-24 FORMS
M0.30
OCH
MONROE ST. POOL REPLACEMENT
MECHANICAL TITLE-24 FORMS
No. M31731Exp.06/30/2015
06/30/2025
256
203
95 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL
TITLE-24 FORMS
M0.31
OCH
MONROE ST. POOL REPLACEMENT
MECHANICAL TITLE-24 FORMS
No. M31731Exp.06/30/2015
06/30/2025
256
203
96 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL
TITLE-24 FORMS
M0.32
OCH
MONROE ST. POOL REPLACEMENT
MECHANICAL TITLE-24 FORMS
No. M31731Exp.06/30/2015
06/30/2025
256
203
97 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL
TITLE-24 FORMS
M0.33
OCH
MONROE ST. POOL REPLACEMENT
MECHANICAL TITLE-24 FORMS
No. M31731Exp.06/30/2015
06/30/2025
256
203
98 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
TYP.

MD -001 TYP.

MD -001 GENERAL DEMOLITION NOTES

1. ALL DUCTWORK NOT SHOWN AS DEMO SHALL BE CLEANED & PRESSURE TESTED BEFORE REUSE. NEW DUCTWORK SHALL CONNECT TO EXISTING FOR N EW AIR DISTRIBUTION.

2. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED.

PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE.

CONTRACTOR SHALL CONFIRM WITH THE OWNER'S REPRESENT ATIVE ACCEPTANCE OR REFUSAL OF SUCH ITEMS. ALL ITEMS ACCEPTED BY THE OW NER SHALL BE DELIVERED BY THE CONTRACTOR AS DIRECTED BY THE OWNER'S REPRESENTATIV E. ALL ITEMS REFUSED BY THE OWNER SHALL BE PROPERLY DISPOSED OF BY THE CONTRACT OR.

3. UNLESS NOTED OTHERWISE, EXISTING PIPING AND COMP ONENTS RENDERED DEFUNCT AS PART OF THIS PROJECT SHALL BE ADDRESSED IN THE FOLL OWING MANNER: DEFUNCT PIPING

LOCATED IN CONCEALED AREAS ABOVE CEILING, WITHIN WA LLS, BELOW SLAB, OR BELOW

GRADE SHALL BE ABANDONED IN PLACE OR REMOVED AS NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. EXISTING DEFUNCT PIPING AND COMPONENTS LOCATED IN EXPOSED AREAS SHALL BE REMOVED. EXISTING DEFUNCT VE NTS THROUGH ROOF SHALL BE CAPPED ABOVE ROOF.

KEYNOTE LEGEND
6 7
F
TYP.

MD -001

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL DEMO

FLOOR PLAN - BLDG
A & B
M1.01
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL DEMO FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL DEMO FLOOR PLAN - BLDG A 1
1/8" = 1'-0"
MECHANICAL DEMO FLOOR PLAN - BLDG B 2

ITEM DESCRIPTION
MD-001 DEMO ALL MECHANICAL EQUIPMENT LOCATED IN HATC HED AREA

INCLUDING ASSOCIATED SUPPORTS AND ELECTRICAL WIRING
No. M31731Exp.06/30/2015
06/30/2025
256
203
99 3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
TYP.

MD -001

GENERAL DEMOLITION NOTES

1. ALL DUCTWORK NOT SHOWN AS DEMO SHALL BE CLEANED & PRESSURE TESTED BEFORE REUSE. NEW DUCTWORK SHALL CONNECT TO EXISTING FOR N EW AIR DISTRIBUTION.

2. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED.

PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE.

3. UNLESS NOTED OTHERWISE, EXISTING PIPING AND COMP ONENTS RENDERED DEFUNCT AS PART OF THIS PROJECT SHALL BE ADDRESSED IN THE FOLL OWING MANNER: DEFUNCT PIPING

LOCATED IN CONCEALED AREAS ABOVE CEILING, WITHIN WA LLS, BELOW SLAB, OR BELOW

MD -001

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL DEMO

ROOF PLAN - BLDG
A & B
M1.09
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL DEMO ROOF PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL DEMO ROOF - BLDG A 1
1/8" = 1'-0"
MECHANICAL DEMO ROOF - BLDG B 2

ITEM DESCRIPTION
MD-001 DEMO ALL MECHANICAL EQUIPMENT LOCATED IN HATC HED AREA

INCLUDING ASSOCIATED SUPPORTS AND ELECTRICAL WIRING
No. M31731Exp.06/30/2015
06/30/2025
256
203
100
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
MULTI

PURPOSE
ROOM
14 STAFF
LOUNGE
03 STAFF
RR
03A
STAFF
SHOWER
03B
LOBBY
01 ADMIN
07 OFFICE
07A
FIRST
AID
16 EQUIPMENT

STORAGE
17 U/C
U/C

WOMEN'S

RESTROOM
09 WOMEN'S
SHOWER
11 MEN'S

CHANGING/

LOCKERS
05 MEN'S
SHOWER
06 MEN'S

RESTROOM
04 STORAGE
04A

STORAGE
09A

EXTERIOR

STORAGE
18 FC A 2-4
FC A 2-5
FC A 1-2
FC A 1-1
FC A 2-2
FC A 2-3
S-1: 8"ø
50 S-1: 8"ø
50 S-8: 10"x10"
520
D/L
D/L
FC A 1-3
S-1: 10"ø
400

U/C U/C
S-8: 10"x10"
520
M-1304
M-1704
10"x18"
M-1304
10"x18"
TYP.

M-0001
S-1: 10"ø
300
M-1704
10"x10"
SF-4
EF-5A
SF-2
EF-1A
6"ø
(200 CFM

OF OSA)
D/L
U/C
U/C
E-9: 6"ø
100
E-9: 6"ø
100
D/L
D/L
M-1704
E-40: 10"x6"
TYP. 2
250
6"x18"
6"x18"
ELEC.
14A
EF-3B
EF-3A
M-1304
8"x4"
R-1: 10"x10"
300
8"x8"
M-1304
EF-2
E-40: 8"x8"
200
E-40: 10"x6"
TYP. 2
250
S-8: 10"x10"
520
S-8: 10"x10"
500 10"x10"
M-1507
M-1508
M-1504
8"x8"
M-1307
M-2813
10"x10"
M-1304
M-1504
10"x10"
FC A 2-1
M-1704
M-2813
M-2813
180 CFM
180 CFM
M-0007
M-0007
M-2813
EF-6
D/L
D/L
6"x18"
12"x8"
M7.10
15 E-40: 10"x6"
TYP. 2
225
E-40: 10"x6"
TYP. 2
225
6"ø
6"ø
M-1301
8"x8"
M-1301
8"x8"
6"x18"

GENERAL NOTES

1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (R ATED OR NON-RATED) MINIMUM 12"X12" SIZE FOR COMBINATION FIRE/SMOKE DAMPERS. IN STALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINAT E WITH ARCHITECT FOR APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION.

2. PROVIDE FIRESTOPPING AT PASS THROUGH DUCT PENETR ATIONS THROUGH RATED WALLS.

DUCTWORK SHALL BE A MINIMUM 26 GA SHEET METAL. COOR DINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREA. REFE R TO ARCHITECTURAL SHEETS FOR RATING ASSEMBLIES.

3. INSULATION MATERIALS APPLIED TO DUCTWORK SHALL H AVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50.

4. MAINTAIN A 3’-0” DISTANCE FROM ENVIRONMENTAL EXHA UST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILD OPENINGS AND 10’-0” DISTANCE TO MECHANICALLY FORCED AIR INLET.

5. DUCT SIZE INDICATED ON PLANS ARE THE “FREE AREA” INSIDE DIMENSIONS OF THE DUCT.

INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUST ICAL SILENCERS AND/OR DUCT LINERS. FOR EXAMPLE, A DUCT SIZE SHOWN AS 12”X12” WITH 2” LINER SHALL BE SUPPLIED WITH A 16”X16” DUCT.

6. PROVIDE MANUAL SHEET METAL VOLUME DAMPER PRIOR T O EACH SUPPLY DIFFUSER/REGISTER AT THE BRANCH DUCT LOCATION. IF T HE MANUAL IS IN AN INACCESSIBLE LOCATION, CONTRACTOR TO PROVIDE ELECTRONIC REMOTE D AMPER (BY M.A.T OR EQUAL) AT ALL DRYWALL CEILING LOCATIONS. DAMPERS SHALL BE INDICATED ON SHOP DRAWINGS FOR COORDINATION AND APPROVAL.
5 6
7 EF
POOL
PUMP
ROOM
22 CORRIDOR/

LOCKERS
20 ELECTRICAL
21 D/L
D/L
D/L
D/L
D/L
D/L
FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C
FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E

STORAGE
19 8"ø 8"ø
D/L
D/L
D/L
D/L
D/L
D/L
D/L
10"x8"

CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 D/L

BACKWASH
22A
PUMP
PIT
22B
M-1304
14"x10"
14"x14"
EF-7
EA
14"x14"
3 M2.01
TYP.

M-0007
E-40: 12"x6"
TYP. 3
370
TYP.

M-0011
M-2206
10"ø
10"ø
10"ø
10"ø
M-2206
M-2204
M-2204
M-1304
EF-12
M-1304
EF-11
12"x12"
E-1: 8"x8"
150
3 M2.09
M-1304
10"x8"
M-0012
14"x14"
M-0007
M-2813
M-2813
M-2813
E-1: 8"x8"
TYP. 4
100
8"x6"
8"x6"
8"x8"
(TYP. 4)
D/L
D/L
175 CFM
175 CFM
EF-10
12"x10" EA
EA
D/L
TANK

STORAGE
23 6"ø
M-2110
TYP.

M-2109
6"ø 50 CFM EA
M-2109
TYP.

M-2109
10"x4"
(TYP.3)

KEYNOTE LEGEND
E
1' - 0"
1' - 0"
EA EA 100 CFM 100 CFM
8"ø
8"ø
8"ø
8"ø

CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 M-2107
M-2108 M-2108
TYP.

M-0005
TYP.

M-0005
M-2106 M-2106
M-0009 100 CFM
EA
100 CFM
EA
M-0009
EF-8 EF-9
EA
EA
3' - 0"
POOL
PUMP
ROOM
22 M-0010
EF-7
14"x14"
TYP.

M-0005
6"ø 6"ø
EF-13
EA
3' - 0"
3' - 0"
6"ø

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

FLOOR PLAN - BLDG
A & B
M2.01
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL FLOOR PLAN - BLDG A 1
1/8" = 1'-0"
MECHANICAL FLOOR PLAN - BLDG B 2
1/4" = 1'-0"
CHEMICAL STORAGE ROOMS SECTION VIEW FACING NORTH 3

ITEM DESCRIPTION
M-0001 LOUVER SIZING PROVIDED BY ARCHITECTURAL
M-0005 CHEMICAL ROOM EXHAUST DUCTWORK SHALL BE PP

POLYPROPYLENE
M-0007 ALL DUCTWORK WITHIN BUILDING SHALL BE 316 SS 20 GA UNLESS OTHERWISE INDICATED. INCLUDING HANGER STRAPS, CLAMPS AND SCREWS.

M-0009 DOOR LOUVERS. REFER TO ARCHITECTURAL FOR ADDI TIONAL INFORMATION. MINIMUM FREE AREA SHALL BE 0.5 SQ. FT. FOR 200 CFM AT 300 FPM MAX.

M-0010 ROOF
M-0011 COORDINATE POINTS OF CONNECTION OF THE FRESH AIR INTAKE AND FLUE DUCTS WITH BOILER EQUIPMENT. CONFIRM DUCT
ROUTING DOES NOT CONFLICT WITH POOL PIPING.

M-0012 REFER TO POOL DRAWINGS FOR BOILER FLUE AND FR ESH AIR

INTAKES
M-1301 EXHAUST AIR DUCT UP
M-1304 EXHAUST AIR DUCT UP THRU ROOF
M-1307 EXHAUST AIR DUCT TIGHT TO BOTTOM OF STRUCTURE
M-1504 RELIEF AIR DUCT UP THRU ROOF. PROVIDE BACKDRA FT DAMPER IN VERTICAL DUCT.

M-1507 RELIEF AIR DUCT TIGHT TO BOTTOM OF STRUCTURE
M-1508 RELIEF AIR DUCT OPENING. PROVIDE WIRE MESH SC REEN.

M-1704 OUTSIDE AIR DUCT UP THRU ROOF
M-2106 EXTEND TO WITHIN 12” OFF THE FINISH FLOOR. PR OVIDE OPENING WITH INDUSTRIAL PTFE MESH 50% FREE AREA
M-2107 PROVIDE NECESSARY CPVC TRANSITION FROM EXHAUS T FAN DUCT SIZE TO 8" DIAMETER ROUND PVC DUCTWORK
M-2108 6"Ø OPENING WITH MANUAL BALANCING DAMPER AND INDUSTRIAL PTFE MESH WITH 50% FREE AREA
M-2109 COORDINATE DUCTWORK WITH POOL EQUIPMENT CLEAR ANCE REQUIREMENTS.

M-2110 CHEMICAL ROOM EXHAUST DUCTWORK SHALL BE PP
POLYPROPYLENE. SEE 3/M2.01 FOR SIMILAR DUCTWORK FOR
MOUNTING HEIGHTS. OPENING WITH MANUAL BALANCING DAMPER
AND INDUSTRIAL PTFE MESH WITH 50% FREE AREA, TYP.

M-2204 BOILER FLUE EXHAUST DUCT UP THRU ROOF. PROVID E TRANSITIONS AS REQUIRED AT BOILER CONNECTION.

M-2206 BOILER OUTSIDE AIR DUCT UP THRU ROOF. PROVIDE TRANSITIONS AS REQUIRED AT BOILER CONNECTION.

M-2813 OPEN END DUCT WITH STAINLESS STEEL WIRE MESH SCREEN 1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
203
101
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
SF-2
SF-1
SF-3
SF-4
M-1702
6"ø
TYP.

M-0004
EF-1A
EF-5A
EF-2
EF-4
EF-6
14"x14"
10"x10"
6"x6"
6"x6"
14"x14"
16"x16"
10"x10"
10"x10" 10"x10"
TYP.

M-2806
TYP.

M-2806
M-2812
M-2812
M-2812
TYP.

M-0007
8"x8"
10"x10"
14"x16"
HP A 2-1
HP A 1-1
TYP.

M-0007
M7.12
07 (TYP)
M7.12
07 (TYP)
EF-1B
EF-5B

GENERAL NOTES

2. PROVIDE FIRESTOPPING AT PASS THROUGH DUCT PENETR ATIONS THROUGH RATED WALLS.

DUCTWORK SHALL BE A MINIMUM 26 GA SHEET METAL. COOR DINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREA. REFE R TO ARCHITECTURAL SHEETS FOR RATING ASSEMBLIES.

3. INSULATION MATERIALS APPLIED TO DUCTWORK SHALL H AVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50.

4. MAINTAIN A 3’-0” DISTANCE FROM ENVIRONMENTAL EXHA UST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILD OPENINGS AND 10’-0” DISTANCE TO MECHANICALLY FORCED AIR INLET.

5. DUCT SIZE INDICATED ON PLANS ARE THE “FREE AREA” INSIDE DIMENSIONS OF THE DUCT.

INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUST ICAL SILENCERS AND/OR DUCT LINERS. FOR EXAMPLE, A DUCT SIZE SHOWN AS 12”X12” WITH 2” LINER SHALL BE SUPPLIED WITH A 16”X16” DUCT.

EF-10
8"ø 8"ø
M-2101 M-2101
6"ø
EF-13
6"ø
M-2101
6"ø M7.12
07 (TYP)

KEYNOTE LEGEND
POOL
PUMP
ROOM
22 CHEMICAL
ROOM
25 10"ø
10"ø 10"ø
EA
EA
OA OA
EA
3' - 0"
8"ø
8"ø
8"ø
10"ø
10"ø
10"ø
EF-9
1' - 0"
TYP.

M-0012
01 M7.11
TYP. 6"ø

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL ROOF

PLAN - BLDG A & B
M2.09
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL ROOF PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL ROOF PLAN - BLDG A 1
1/8" = 1'-0"
MECHANICAL ROOF PLAN - BLDG B 2
1/4" = 1'-0"
POOL BOILER EXHAUST FLUE & FRESH AIR INTAKE DUCTS 3

ITEM DESCRIPTION
M-0004 MAINTAIN 10'-0" DISTANCE TO MECHANICAL FORCED INLET M-0007 ALL DUCTWORK WITHIN BUILDING SHALL BE 316 SS 20 GA UNLESS OTHERWISE INDICATED. INCLUDING HANGER STRAPS, CLAMPS AND SCREWS.

M-0012 REFER TO POOL DRAWINGS FOR BOILER FLUE AND FR ESH AIR

INTAKES
M-1702 OUTSIDE AIR DUCT DOWN
M-2101 CPVC SCHEDULE 40 EXHAUST AIR DUCT UP
M-2806 VOLUME DAMPER
M-2812 METAL ROOF & RAIN CAP. SEE DETAIL 13/M7.11
1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
203
102
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
T
FC A 2 -1
T
FC A 2 -5
T
FC A 1 -1
T
FC A 1 -3
OS
OS
OS
OS
OS
OS
OS
OS

RDCL RDCL
T
EF -15
RDCL
1 2
3 4
ABCD
MULTI

PURPOSE
ROOM
14 MEN'S

RESTROOM
04 STAFF
LOUNGE
03 STAFF
RR
03A
STAFF
SHOWER
03B
LOBBY
01 ADMIN
07 OFFICE
07A

WOMEN'S

RESTROOM
09 FIRST
AID
16 EQUIPMENT

STORAGE
17 WOMEN'S
SHOWER
11 WOMEN'S
SHOWER
11 EXTERIOR

STORAGE
18 FC A 1-1
FC A 2-2
FC A 2-3
FC A 2-4
FC A 2-5
FC A 1-2
FC A 1-3
MEN'S

CHANGING/

LOCKERS
05 MEN'S
SHOWER
06 STORAGE
09A

STORAGE
04A
T
FC A 2 -4
T
FC A 2 -2
T
FC A 1 -2
EF-3B
EF-3A
M-3904
M-3904
M-3904 M-3904
M-3904
M-3904
M-3904
M-3904
T
TYP.

M-0008
TYP.

M-0008

GENERAL NOTES

1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (R ATED OR NON-RATED) MINIMUM 8"x8" SIZE FOR VALVES, METERS, OR DEVICES REQUIRING MAINT ENANCE. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY C ODE. COORDINATE WITH ARCHITECT FOR FINAL APPROVAL OF FINAL LOCATIONS PRI OR TO INSTALLATION.

2. PROVIDE FIRESTOPPING AT PIPE PENETRATIONS THROUG H RATED WALLS. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND T HE SAME AREAS. REFER TO ARCHITECTURAL SHEETS FOR FIRE RATING ASSEMBLIES.

3. REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND F ITTINGS MAY NOT BE SHOWN BUT

SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCE S WITH UNFORESEEN COMPONENTS. CONTRACTOR TO VERIFY ALL PIPE SIZES, LI NE LENGTHS, ROUTING, FILTERS,

Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORI ES WITH MANUFACTURER

4. PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENER S AT DISSIMILAR METAL

CONNECTIONS OF CONTACT POINTS PER MANUFACTURER

5. REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING.

6. ALIGN THERMOSTATS, TEMPERATURE SENSORS, AND CO2 SENSORS WITH OTHER WALL DEVICES SUCH AS LIGHT SWITCHES. FIELD COORDINATE WI TH OTHER TRADES PRIOR TO INSTALLATION. SHOULD BE INSTALLED PER CODE.
5 6
7 EF
POOL
PUMP
ROOM
22 ELECTRICAL
21 PUMP
PIT
22B

BACKWASH
22A

CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C
FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E

STORAGE
19 TANK

STORAGE
23 KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

PIPING/CONTROLS

FLOOR PLAN - BLDG
A & B
M3.01
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A 1
1/8" = 1'-0"
MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG B 2

ITEM DESCRIPTION
M-0008 REFRIGERANT PIPING UNISTRUT RACK ATTACHED TO STRUCTURE 03-M7.11
M-3904 INSULATED REFRIGERANT PIPING LIQUID AND SUCTI ON LINES UP

THRU ROOF
1 Revision 1 Date 1
No. M31731Exp.06/30/2015
06/30/2025
256
203
103
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
SF-2
SF-1
SF-3
SF-4
EF-5A
EF-6
EF-4
EF-1A
EF-2
M-3905
M-3905
M-3905
M-3905
M-3905
M-3905
M-3905
M-3905
FC A 2 -4
FC A 2 -5
FC A 2 -3
FC A 1 -1
FC A 2 -1
FC A 1 -2
FC A 1 -3
FC A 2 -2
HP A 2-1
HP A 1-1
M7.11
07 (TYP)

GENERAL NOTES

3. REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND F ITTINGS MAY NOT BE SHOWN BUT

SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCE S WITH UNFORESEEN COMPONENTS. CONTRACTOR TO VERIFY ALL PIPE SIZES, LI NE LENGTHS, ROUTING, FILTERS,

Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORI ES WITH MANUFACTURER

4. PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENER S AT DISSIMILAR METAL

CONNECTIONS OF CONTACT POINTS PER MANUFACTURER

5. REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING.

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

PIPING &

CONTROLS ROOF

PLAN - BLDG A & B
M3.09
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL PIPING & CONTROLS ROOF PLAN - BLDG A & B
1/8" = 1'-0"
MECHANICAL PIPING/CONTROLS ROOF PLAN - BLDG A 1
1/8" = 1'-0"
MECHANICAL PIPING/CONTROLS ROOF PLAN - BLDG B 2

ITEM DESCRIPTION
M-3905 INSULATED REFRIGERANT PIPING LIQUID AND SUCTI ON LINES DOWN

THRU ROOF
No. M31731Exp.06/30/2015
06/30/2025
256
203
104
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NETWORK TOPOLOGY MAY VARY BASED UPON FIELD CONDITIONS

CONTROLS PROVIDED AND INSTALLED BY RUSSELL SIGLER INC CONTROLS GROUP

ANY PC OR INTERNET DEVICE WITH

STANDARD WEB BROWSER SOFTWARE AND

LAN ACCESS, SUPPLED BY OTHERS
1 PC

CUSTOMER LOCAL AREA NETWORK
WEB
SERVER
1 WS

LOCAL AREA NETWORK
042007DB

WIRE LEGEND

BACNET MS/TP NETWORK WIRING

BURIAL BACNET MS/TP NETWORK WIRING
042002-S

PROVIDED AND INSTALLED BY OTHERS
24 AWG 2 COND SHIELDED, PLENUM, ORANGE
24 AWG 2 COND SHIELDED, BURIAL, BLACK

LINE STYLE WIRE TYPE PART NUMBER DESCRIPTION
I/O NETWORK WIRING 043009AL 22 AWG 2 COND SHIELDED, P LENUM, BLUE VRF NETWORK WIRING 001320-S 16 AWG 2 COND SHIELDED, P LENUM, WHITE A-1-2
SPLIT
SYSTEM
UNIT
A-1-1
HP
VRF

CONDENSING
UNIT

X/Y P/Q
1 VRF
VRF

GATEWAY

LAN X/Y
A-1-3
FC
SPLIT
SYSTEM
UNIT
A-2-1
SPLIT
SYSTEM
UNIT
A-2-1
VRF

CONDENSING
UNIT
A-2-2
SPLIT
SYSTEM
UNIT
A-2-3
SPLIT
SYSTEM
UNIT
A-2-4
SPLIT
SYSTEM
UNIT
A-2-5
SPLIT
SYSTEM
UNIT
A-1-1
SPLIT
SYSTEM
UNIT

LOCATION TO BE

FIELD VERIFIED
G S1S2
OPEN
ROUTER
NR
120VAC E

LOCATION TO BE

FIELD VERIFIED

LOCATION TO BE

FIELD VERIFIED
E

CONTROL
PANEL
CP

LOCATION TO BE

FIELD VERIFIED
E

CONTROL
PANEL
CP

LOCATION TO BE

FIELD VERIFIED

FC FC HP FC FC FC FC FC
1 1 2
120VAC 120VAC

P/Q P/Q P/Q X/Y P/Q P/Q P/Q P/Q P/Q P/Q

FILTER HEAT PUMP
SA RA

LOW (BO)

MED (BO)

HIGH (BO)
H
P

SUPPLY FAN

HEAT (BO)

COOL (BO)
ECM

VRF COMM
SPACE
SENSOR
TEMP
(AI)

FACTORY INSTALLED CARRIER VRF FAN COIL CONTROLLER

CONTROLS PROVIDED AND INSTALLED BY RUSSELL SIGLER INC CONTROLS GROUP TOTALS

VRF BACNET GATEWAY POINTS

HARDWARE POINTS SOFTWARE POINTS

POINT NAME SHOW ON

GRAPHIC AI AO BI BO AV BV SCHED TREND ALARM

SPACE TEMPERATURE

TEMPERATURE SETPOINT

SUPPLY FAN COMMAND

SUPPLY FAN SPEED STATUS
0 0 0 0 11 0 1 2 6 12
× × ×

INDOOR UNIT MALFUNCTION CODE

OUTDOOR UNIT COMPRESSOR SPEED
SCHEDULE ×

INDOOR UNIT MODE STATUS
×

OUTDOOR UNIT MODE STATUS

OUTDOOR UNIT MALFUNCTION CODE

INDOOR UNIT MODE COMMAND
TEMPERATURE SETPOINT STATUS ×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
×
24" MAX
34" MAX
46" MAX SIDE APPROACH

FINISHED FLOOR
44" MAX FRONT APPROACH
(IF COUNTER WITH KNEE SPACE PER
CBC 11A-1I)
WALL

TOP OF THERMOSTAT,

SWITCH, OUTLET, CONTROL

THERMOSTAT OR ZONE

TEMPERATURE SENSOR
1 2
3 2
1 3
*PROVIDE MIN. 30"x48" CLEAR FLOOR SPACE FOR

PERPENDICULAR APPROACH AT EACH
LOCATION.
12"
48"
4"

DOOR JAMB

STRIKE SIDE OF JAMB

THERMOSTAT OR ZONE TEMPERATURE SENSOR

CARBON DIOXIDE OR OTHER ZONE SENSOR
TOP OF STAT, SWITCH, SENSOR, ETC.

FINISHED FLOOR
1 2
3 4
5 6
1 2
3 4
5 6

FINISHED FLOOR
CT
THE FAN SHALL RUN ANYTIME THE BUILDING HVAC UNITS IS OPERATING.

EXCEPT EXHAUST FAN(S) EF-8, 9 AND 13. THE FAN(S) WILL BE OPERATED ON 24 HOURS PER DAY, 7 DAYS PER WEEK TIME SCHEDULE (ADJ.).

THE FAN SHALL HAVE A MINIMUM RUNTIME OF 10 MIN (ADJ.).

THE CONTROLLER SHALL MONITOR THE FAN STATUS.

ALARMS SHALL BE PROVIDED AS FOLLOWS:
• FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.
• FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

BO - FAN START/STOP

BI - FAN STATUS
EA
M

CARRIERN NATIVE BACNET

CONTROLLER
CT

BO - FAN START/STOP
24 VAC
SA
M
SA
SPACE
FILTER QTY. 4
QTY. 10
BACNE

T MS/TP
CONTROL PANEL SHALL CONFORM TO UL 5A STANDARDS

SEQUENCE OF OPERATION
RUN CONDITIONS - SCHEDULED:

THE HVAC UNIT SHALL RUN BASED UPON AN OPERATOR ADJUSTABLE SCHEDULE.

THE UNIT SHALL HAVE A MINIMUM RUNTIME OF 10 MINS (ADJ.)

IN THE OCCUPIED MODE, THE UNIT SHALL OPERATE PER ITS INTERNAL

CONTROLS, CONSTANT VOLUME SUPPLY FAN, COMPRESSOR SPEED, AND CONDENSER FAN TO MAINTAIN ZONE TEMPERATURE SUMMER SETPOINT OF 75°F (ADJ.) AND WINTER SETPOINT OF 70°F (ADJ.).

ALARMS SHALL BE PROVIDED AS FOLLOWS:
• HIGH TEMPERATURE: IF THE ZONE TEMPERATURE IS GREATER THAN 82°F (ADJ.) • LOW TEMPERATURE: IF THE ZONE TEMPERATURE IS LOWER THAN 60°F (ADJ.) RUN CONDITIONS - UNOCCUPIED:

DURING THE UNOCCUPIED PERIOD, THE UNIT SHALL OPERATE IF THE ZONE TEMPERATURE IS HIGHER THAN A NIGHT TIME SETPOINT OF 85°F (ADJ.) OR LOWER THAN 60°F (ADJ.).

ZONE SETPOINT ADJUSTMENT:

THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE SETPOINT BY UP TO +/-2°F (ADJ.).

FIRE ALARM SHUT-DOWN:

UPON RECEIVING A SIGNAL FROM THE FIRE ALARM SYSTEM, THE UNIT SHALL SHUT DOWN.

THE UNIT CONTROLLER THROUGH A BACNET TRANSLATOR SHALL MONITOR AND ALARM THE UNIT STATUS AND THE ZONE TEMPERATURE, SEE DETAIL 12/M6.01

FOR DETAILED DIAGRAM AND BACNET GATEWAY POINTS
SA
BMS
T

OUTDOOR
UNIT
INDOOR
UNIT
BACNET

INTERFACE

VERIFY CONNECTION

LOCATION TO UNIT
CT
THE FAN SHALL RUN ANYTIME THE LIGHT SWITCH IS ON.

THE CONTROLLER SHALL MONITOR THE FAN STATUS
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.
• FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.
*SEE DETAIL 03/M6.01 FOR CONTROLLER INFORMATION

LIGHT SWITCH (START/STOP)

INTERLOCK

BI - FAN STATUS
EA
M
S
BACNET *

CONTROLLER
QTY. 2
CT

THE CONTROLLER SHALL MONITOR TEMPERATURE AND ENABLE FAN PER ADJ. SETPOINT
THE FAN SHALL HAVE A MINIMUM RUNTIME OF 10 MIN (ADJ.).

THE FAN WILL BE OPERATED ON 24 HOURS PER DAY, 7 DAYS PER WEEK TIME SCHEDULE (ADJ.).

THE DDC SYSTEM SHALL MONITOR TEMPERATURE AND PROVIDE ALARM FOR THE FAN.

ALARMS SHALL BE PROVIDED AS FOLLOWS:
• HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATE R THAN 80°F (ADJ.)
• FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.
• FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.
*SEE DETAIL 03/M6.01 FOR CONTROLLER INFORMATION

BO - FAN START/STOP

BI - FAN STATUS
EA
M
S

AI - ZONE TEMP
EMS
BACNET *

CONTROLLER
QTY. 2
NOTES:

COMMUNICATION BUS SPECIFICATION:

1. A 24 AWG 2-CONDUCTOR-SHIELDED-STRANDED CABLE (PL ENUM RATED AS REQUIRED) MUST BE DAISY CHAINED FROM CONTROLLER TO CONTROLLER. IT SHOULD BE COLOR CODED (RED, BLACK, WHITE).

2. THE COMMUNICATION CABLE OPERATES AT UP TO 5 VDC. VERIFY WITH THE LOCAL CODE AUTHORITY AND SPECS REGARDING CONDUIT REQUIREMENTS.

3. NO "T" TAP OR "STAR" TYPE CONNECTIONS ARE PERMIT TED.

4. TERMINATE THE SHIELDS ON THE DESIGNATED TERMINAL AT EACH DEVICE.

5. 30 CONTROLLER’S MAXIMUM PER COMMUNICATION BUS SE GMENT. 60 CONTROLLER’S MAXIMUM PER NETWORK ROUTER.

6. A REPEATER IS REQUIRED EVERY 2000 FT. OR 30 DEVI CES. MAXIMUM OF 4 REPEATERS PER BUS FOR A TOTAL OF 10,000 FT.

GENERAL NOTES:

1. THE 2 CONDUCTOR COMMUNICATION CABLE AND SENSOR C ABLES MUST ALWAYS BE IN A SEPARATE JACKET FROM ONE ANOTHER. NEVER RUN THESE CABLES IN THE SAME CONDUIT AS, OR BUNDLE THEM WITH, AC POWER WIRING OF ANY VOLTAGE. DO NOT STRAP THESE CABLES ALONG ANY CONDUITS THAT CONTAIN AC POWER WIRING OF ANY VOLTAGE. DO NOT RUN THESE CABLES IN RINGS OR CONDUIT WITH FIRE, LIFE, SAFETY, SECURITY, NETWORK, TELEPHONE, POWER, OR OTHER WIRING. WHEN RUNNING COMMUNICATION AND SENSOR WIRING PARALLEL TO OTHER CABLING OR CONDUIT MAINTAIN A 12 IN. DISTANCE.

2. ETHERNET AND/OR INTERNET CONNECTION TO i-VU ARE SU PPLIED AND MAINTAINED BY BUILDING OWNER/OPERATOR.

INSTALLATION COORDINATION NOTES:

1. INSTALLER SHALL COORDINATE ALL POWER AND DATA CO NNECTION REQUIREMENTS WITH THE GC ONSITE.

2. INSTALL ALL COMPONENTS IN ACCORDANCE WITH THE SP ECIFICATION, APPLICABLE CODES AND MANUFACTURER’S LITERATURE SEE DETAIL 03, 05, & 06/M6.10
SEE DETAIL 09 & 12/M6.10
SEE DETAIL 09 & 12/M6.10

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

CONTROL

SEQUENCES AND

DIAGRAMS
M6.01
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL CONTROL SEQUENCES AND DIAGRAMS

NTS THERMOSTAT MOUNTING
OVER OBSTRUCTION 02
NTS
THERMOSTAT MOUNTING HEIGHT DETAIL 01

NTS SUPPLY AND EXHAUST FAN,
SCHEDULED, DDC (CP -1 & CP -2) 03
NTS
SPLIT SYSTEM COOLING UNIT, DDC 09
NTS
EF, INTERLOCK WITH LIGHT CIRCUIT 06

NTS EXHAUST FAN, TEMPERATURE
CONTROL, DDC 05
NTS
BACS RISER DIAGRAM 07
NTS
SPLIT SYSTEM COOLING UNIT, DDC 12
No. M31731Exp.06/30/2015
06/30/2025
256
203
105
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
NOTE:

1. SEE STRUCTURAL HANGER DETAILS 1/S6.92, 1/S6.93 A ND SEISMIC BRACE DETAIL 2/S6.92 FOR UPPER ATTACHEMENT CONNECTION.

2. PULL BACK JACKET & INSULATION FROM CORE DUCT COL LECT EXCESS INNER DUCT PAST

COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED TAPE AND SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE.

SECURE JACKET WITH TWO WRAPS OF TAPE OR AN APPROVED CLAMP. TUCK IN EDGE OF JACKET OR TAPE. FIBERS SHALL NOT BE EXPOSED.

3. IF DIFFUSER IS LESS THAN OR EQUAL TO 56 LBS, PRO VIDE TWO #12 GAGE SLACK SAFETY WIRES AT DIAGONAL CORNERS. IF DIFFUSER IS MORE THAN 56 LBS, PROVIDE INDEPENDENT SUPPORT USING 4 TAUT #12 GAGE WIRES, ONE AT EACH CORNER, ATTACHED TO STRUCTURE ABOVE.

4. CEILING MOUNTED AIR TERMINALS WEIGHING LESS THAN OR EQUAL TO 20LBS SHALL HAVE ONE (1) #12 GA. SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL TO THE STRUCTURE ABOVE.

FLEX DUCT

INSULATED FLEXIBLE DUCT

INSTALLED WITH INNER DUCT

STRETCHED TAUT (TAKE UP SLACK)

HANGER STRAP SECURE TO
STRUCTURE ABOVE (SEE NOTE #1)
DUCT COLLAR (SEE NOTE #2)

ROUND DUCT
3/8" BAND ON DUCT

COLLARS (TYP)

SECURE TO STRUCTURE
ABOVE (SEE NOTES #1, #3 #4)

FACTORY MOUNTED SHEET METAL INLET

COLLAR SECURE WITH CLAMPING DEVICE
4" WIDE SHEET METAL STRAP

CEILING

SECURE WIRE TO STRUCTURE
ABOVE (SEE NOTE #1)
1 2
3 4
5 6
710 8
9 11
1 2
3 4
5 6
7 8
9 10
11 LOCKING QUADRANT VOLUME
DAMPER
12 12
13 1" 20 GAGE DUCT STRAP ONE PER
SIDE (4 TOTAL). ATTACH TO GRID
WITH 2 #8 SM SCREWS. PROVIDE

RUBBER WASHER WHEN TAPPING

INTO AIR TERMINAL DEVICE
13 NON-RATED PARTITION (SEE
NOTE #1)

DUCT SIZE PER PLANS

BACKING ROD

FILL VOID WITH LOOSE

ROCKWOOL OR GLASS FIBER
NOTES:

1. SEE ARCHITECTURAL

DRAWINGS FOR PARTITION
TYPE AND CONSTRUCTION.
1 2
3 4
5 SEALANT

FRAMED DUCT OPENING (SEE
NOTE #2)

2. SEE STRUTURAL DRAWINGS

FOR TYPICAL OPENING
FRAMING DETAILS.
(TYP)
1 2
3 4
5 6
(TYP)
(TYP)
6 NOTES:

1. SEE ARCHITECTURAL

DRAWINGS FOR PARTITION
RATINGS AND CONSTRUCTION.

FIRE STOP RATING SHALL
MATCH PARITION RATING.

2. SEE STRUTURAL DRAWINGS

FOR TYPICAL OPENING
FRAMING DETAILS.
(TYP)
1 2
3 4
5 6
7 8
(TYP)
(TYP)
FIRE RATED PARTITION (SEE NOTE #1)

DUCT SIZE PER PLANS

BACKING ROD
FRAMED DUCT OPENING (SEE NOTE #2)
1 6
7 8

FILL VOID WITH LOOSE ROCKWOOL

OR GLASS FIBER
2 MINIMUM 5/8" FIRE RATED CAULK.

PRODUCT PERFORMANCE PER ASTM-E814
(UL 1479) FIRE TEST AND UL THROUGH-
PENETRATION FIRESTOP SYSTEM #WL1002
3 1/4" THICK INTUMESCENT

ELASTOMERIC MATERIAL FACED ON

ONE SIDE WITH ALUMINUM FOIL
4 GLASS FIBER BLANKET INSULATION

JACKETED ON THE OUTSIDE WITH FOIL-
SCRIM-KRAFT FACING. LONGITUDINAL

AND TRANSVERSE JOINTS SEALED

WITH FOIL-SCRIM KRAFT TAPE
5 (TYP)
FLOW
AIR
D
FLOW
AIR
45°
NOTE:

1. LATERAL TAKE-OFF UNLESS OTHERWISE NOTED ON PLANS.

SHEET METAL DUCT AS SPECIFIED

LOCKING QUADRANT VOLUME DAMPER

LATERAL TAP

MAIN DUCT

TRANSITION
INSIDE RADIUS = DIAMETER
1 2
3 4
5 6
1 2
3 4
5 6
1 RETURN/EXHAUST

AIR FLOW

AIR FLOW
SUPPLY
45°

BRANCH DUCT

LOCKING QUADRANT

VOLUME DAMPER
1/3W, 6" MINIMUM

CLINCH COLLAR

MAIN DUCT
W
1 2
3 4
5 2
3 4
5 RETURN/EXHAUST

AIR FLOW

AIR FLOW
SUPPLY
45°
D
FLOW
AIR

SHEET METAL DUCT

AS SPECIFIED

LOCKING QUADRANT

VOLUME DAMPER
1/3D, 6" MINIMUM

CONICAL TAP

MAIN DUCT
1 1
2 3
4 5
2 3
4 5
SUPPLY/ RETURN/ EXHAUST AIR GRILLE.

SINGLE OR DOUBLE-DEFLECTION VANES.

SEE AIR TERMINAL SCHEDULE FOR TYPE.

MAIN OR BRANCH SUPPLY/ EXHAUST/

RETURN DUCT (RECTANGULAR SIMILAR)

PROVIDE GRILLE EACH SIDE OF DUCT

WHERE INDICATED ON PLANS
MANUAL OR REMOTE VOLUME DAMPER.

SEE FLOOR PLAN FOR TYPE
1 2
3 4

SIDE VIEW

FRONT VIEW
1 2 3
21 45.00°

FRONT VIEW

TOP VIEW
1 2
8 " MIN
4 4
NOTE:

1. COORDINATE EXACT LOCATION OF WALL MOUNTED CONCEA LED REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION.

2. THE ELECTRONIC AND REMOTE CONTROL SYSTEM IS DESI GNED TO BE IMBEDDED IN THE WALL WITH THE FINISHED SURFACE.

3. OPERATION TO BE ADJUSTABLE USING HAND HELD REMOT E.

ROUND DAMPER OR RECTANGULAR

SINGLE BLADE DAMPER

UNIVERSAL DRIVE DAMPER

PLENUM RATED WIRE WITH FEMALE

DC POWER CONNECTOR
1 2
3 1
2 3
4 5
66 EIGHT CONNECTOR WALL PLATE

INTERFACE WITH COVER

FINISHED WALL

MOTOR CONTROL MODULE AND

WIRE TETHER
4 5
6 COVER
1 NOTE:

1. SEE STRUCTURAL HANGER DETAILS 1/S6.92, 1/S6.93 & 2/S6.92 FOR SEISMIC, METAL CHANNEL STRUT FRAMING, CABLE & ROD HANGER DETAILS

2. RODS, TRAPEZE HANGERS, STRAPS, BANDS, ETC. SHALL BE SIZED PER STRUCTURAL DETAILS.

3. PROVIDE STRAP AND SUPPORT 8'-0" O.C..

4. PROVIDE SEISMIC SUPPORT AS REQUIRED IF DUCTWORK IS INSTALL ADJACENT TO PIPING, CONDUITS, CABLE TRAYS, OR ANY OTHER PHYSICALLY SIGNIFICANT UTILITIES ON THE SAME PLANE THAT WOULD CAUSE IMPACT DUE TO SWAYING. UTILITIES SHALL BE CONSIDERED ADJACENT IF THEY FALL WITHIN A 45 DEGREE SWAY FROM DUCTWORK.

ROUND DUCT (MAX CROSS SECTIONAL
AREA 6 SQ. FT)

RECTANGULAR DUCT (MAX CROSS SECTIONAL
AREA 6 SQ. FT)
NA
(1) #10 SCREW PER SIDE SHEET METAL SCREW
1" x 22 GA. METAL STRAP

SECURE TO STRUCTURE ABOVE, (SEE
NOTE # 1)
(TYP) (TYP)
(TYP) 2
3 4
5 6
4 526
4 6 1
5 CEILING

HANGER STRAP SECURE TO

STRUCTURE ABOVE, ATTACH
STRAP WITH 2 - #12 SMS (SEE
NOTE #1)
TRANSFER BOOT 1
2 3
4 5

INTERNALLY LINED SHEET METAL
SOUND BOOT (SEE NOTES #2 & #3)
1 3
5 6" MIN.
6 2
6 WIRED MESH SCREEN AT

TERMINATION
OPENING SHALL BE 8" MINIMUM

FROM STRUCTURAL
NOTE:

1. SEE STRUCTURAL DETAIL1/S6.92 FOR UPPER ATTACHMEN T DETAIL.

2. FOR BOOT DIMENSIONS, REFER TO MECHANICAL FLOOR P LANS.

3. SEE DUCT INSULATION SCHEDULE ON M0.20 FOR MATERI AL AND THICKNESS REQUIREMENTS.
7 WALL TO ROOF STRUCTURE
7 4
8 WALL GRILLE, SEE FLOOR PLAN

FOR SIZING
4 ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

DETAILS AND

DIAGRAMS
M7.10
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL DETAILS AND DIAGRAMS
NTS
RETURN/EXHAUST GRILLE CONNECTION 02
NTS
DUCT THRU NON -RATED PARTITION 13
NTS
DUCT THRU RATED PARTITION 14
NTS
ROUND DUCT TAKEOFF 01
NTS
RECTANGULAR DUCT TAKEOFF 07

NTS RECTANGULAR TO ROUND
DUCT TAKEOFF 10
NTS
DUCT MOUNTED GRILLE 03
NTS
CONCEALED ELECTRONIC REGULATOR CABLE SYSTEM DETAIL 09
NTS
TYPICAL DUCT SUPPORT 08
NTS
CEILING RETURN AIR PLENUM BOOT 15
No. M31731Exp.06/30/2015
06/30/2025
256
203
106
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 3
2 PROVIDE GAP BETWEEN INTEGRAL

STRUT CHANNEL AND HARDWARE

USED TO SECURE PIPE TO ALLOW

FOR MOVEMENT OF SYSTEM
4 P1001 UNISTRUT HOT DIPPED GALVANIZED CHANNEL

AND PIPE BRACKETS, SIZED FOR FULL PIPE SIZE
BOLT THRU WALL (SEE NOTE #1)

PROVIDE STANDARD STRUT CLAMPS
12" MAX

SIDE VIEW
1 2
3 FRONT VIEW
4 5
5 INSULATED PIPING
NOTE:

1. USE 1/2"Ø A307 BOLT INTO METAL STUD BACKING
PROVIDE A MAXIMUM OF 6'-0" VERTICALLY BETWEEN WALL SUPPORTS.

ADDITIONALLY PROVIDE WALL SUPPORT WITHIN 2'-0" OF ANY CHANGE OF DIRECTION.

2. 6
6 WALL

MAX PIPE
WEIGHT 10LBS/LF
CPVC, SCHEDULE 40

STORM COLLAR

GALVANIZED STEEL SHEET

METAL ROOF CURB FLASHING
CAP
1 3
4 7
2 1" CLEARANCE FROM
STRUCTURE. REFER TO
TABLE 8.2, 2019 CMC FOR MIN.

DISTANCE FROM
COMBUSTIBLE MATERIAL. AS
LISTED BY UL 441

ROOFING

ROOF DECK
8 9
10 CPVC, SCHEDULE 40 PIPE SIZE

PER PLANS
NOTES:

1. SEE ARCHITECTURAL DETAIL 14/A8.21 FOR FLASHING A ND WEATHERPROOFING DETAILS.

2. GAS VENT SHALL TERMINATE AT LEAST 3'-0" ABOVE A FORCED AIR INLET LOCATED WITHIN 10'-0".

3. SEE STRUCTURAL DETAIL 3/S6.91 FOR ATTACHMENT INF ORMATION

SEALANT

SECURE TO ROOF CURB WITH
#8 SELF TAPPING SCREWS 12"
O.C. MINIMUM 2 PER SIDE
5 LEVELED CURBED ROOF
OPENING (SEE NOTE #1)
6 1'-0" MIN/MAX
(TYP)
(TYP)
1 2
3 4
5 6
7 8
10 9
5 6
3'-0" MIN
CPVC, SCHEDULE 40 GOOSE NECK
OUTSIDE AIR INTAKE. SIZE PER
PLANS
11 11
1'-0" MAX
MAX 8"
EA
SA SA
304 SS 16 GA ROOF JACK
AND RAIN CAP. HEIGHT
MINIMUM 18" FROM

OPENING TO TOP OF ROOF
1 2

ROOFING

RIGID INSULATION
6 7
8 STRUCTURAL DECK
NOTES:

1. SEE ARCHITECTURAL DETAIL 12/A8.21 FOR FLASHING AND
WEATHERPROOFING DETAILS.
1 6
8 9

INSECT SCREEN OVER

OPENING
DUCT SIZE PER PLANS.
8"ø MAX DUCT SIZE.
9 2
3 4

SEALANT

STAINLESS STEEL

HOSE CLAMP
FLASHING MEMBRANE 5
3 4
5 7
18"
MAX

FIRE RATED PARTITION (SEE
NOTE #1)

FIRE RATED CAULK
1/4" THICK INTUMESCENT

ELASTOMERIC MATERIAL

FACED ON ONE SIDE WITH
ALUMINUM FOIL (SEE NOTE #3)
PIPE INSULATION (SEE NOTE #2)

PIPE SIZE PER PLANS
MINIMUM 1" DEEP FIRE RATED
CAULK

BACKING ROD

FILL VOID WITH LOOSE

ROCKWOOL OR GLASS FIBER
28 GAUGE GALVANIZED SHEET

STEEL SLEEVE WITH A
MINIMUM 2" LAP ALONG THE

LONGITUDINAL SEAM
NOTES:

1. SEE ARCHITECTURAL

DRAWINGS FOR PARTITION
RATINGS AND CONSTRUCTION.

FIRE STOP RATING SHALL
MATCH PARTITION RATING.

2. 1
2 3
4 5
6 7
8 9
(TYP)
1 2
3 4
5 8
7 (TYP)
6 9
(TYP)
(TYP)
(TYP)

SEE PIPE INSULATION

SCHEDULE ON DRAWING
M0.20 FOR MATERIAL AND
THICKNESS REQUIREMENTS.

3. FIRESTOPPING TO BE IN

COMPLIANCE WITH

REQUIREMENTS OF ASTM
E814, & ANSI/UL 1479

NON-RATED PARTITION (SEE
NOTE #1)
PIPE INSULATION (SEE NOTE #2)

PIPE SIZE PER PLANS

FILL VOID WITH LOOSE

ROCKWOOL OR GLASS FIBER
28 GAUGE GALVANIZED SHEET

STEEL SLEEVE WITH A
MINIMUM 2" LAP ALONG THE

LONGITUDINAL SEAM
NOTES:

1. SEE ARCHITECTURAL

DRAWINGS FOR PARTITION
TYPE AND CONSTRUCTION.

2. SEE PIPE INSULATION

REQUIREMENTS ON DRAWING
M0.20 FOR MATERIAL AND
THICKNESS REQUIREMENTS.
1 2
3 4
5 6
7 8

SEALANT

BACKING ROD

PROVIDE ESCUTCHEON PLATE

AT EXPOSED PENETRATIONS
(TYP)
1 2
3 4
5 8
6 7
(TYP)
(TYP)

THREADED ROD HANGER (SEE
NOTE #2)

LOCKING NUT

SUPPORT NUT

HEAVY DUTY CLEVIS HANGER
14 GAGE ZINC COATED SADDLE
HARD INSULATION (2" THICK)

FULL LENGTH OF SADDLE
PIPE. MAX DIAMETER OF PIPE TO
BE 2". MAX WEIGHT 2 LBS/LF
(SEE PLANS FOR SIZES)
UPPER ATTACHMENT (SEE NOTE #2)
NOTES:

1. MAXIMUM HORIZONTAL HANGER SPACING FOR 1-1/4" PIP ING AND SMALLER TO BE 5'-0" AND 1-1/2" PIPING AND LARGER TO BE 8'-0".

2. SEE STRUCTURAL HANGER DETAILS 1/S6.93 FOR METAL CHANNEL STRUT FRAMING.

3. 1/4" DIA AIRCRAFT CABLE PER DETAIL 5/S6.92. PROV IDE CABLE BRACING ON ALL 4 DIRECTIONS OF UNISTRUT/HANGER PER SINGLE PIPE. • PROVIDE TRANSVERSE BRACING AT 16'-0" MAX, O.C. EA CH DIRECTION. MINIMUM (2) ON EACH STRAIGHT RUN. • PROVIDE LONGITUDINAL BRACING AT 24'-0" MAX. O.C. EACH SIDE OF UNISTRUT/HANGER, EACH DIRECTION. MINIMUM (1) ON EACH STRAIGHT RUN. 1 2
3 4
5 6
7 8
7 2" MIN.
2" MIN.
2 3
5 6
8 9
11 10
1 2
3 4
5 6
7 8
9 10
11 STRUCT CLAMP OR U-BOLT
MINIMUM DISTANCE TO NEXT PIPE.

MAX DIAMETER OF PIPE TO BE 2"
(6 PIPES MAX)
P1001 UNISTRUT. MAX SPAN 4'-0".

MAX. WEIGHT 1,000 LBS
SEISMIC AIRCRAFT CABLE IN 4

DIRECTIONS OF UNISTRUT PER SINGLE
PIPE (SEE NOTE #3)
12 1
12 12
1 3
2 PROVIDE GAP BETWEEN INTEGRAL

STRUT CHANNEL AND HARDWARE

USED TO SECURE PIPE TO ALLOW

FOR MOVEMENT OF SYSTEM
4 5

COOPER B-LINE DURA-BLOCK WITH

INTEGRAL CHANNEL AND PIPE BRACKETS,

SIZED FOR INSULATED PIPING

PROVIDE STANDARD STRUT CLAMPS

PIPE JACKET
MAXIMUM (2) NON-GAS PIPES PER SUPPORT
NOTES:

1. PROVIDE A MAXIMUM OF 6'-0" BETWEEN SUPPORT BLOCK S. ADDITIONALLY PROVIDE BLOCK WITHIN 2'-0" OF ANY CHANGE OF DIRECTION. REFER TO MANUFACTUER'S DATA FOR BLOCK SPACING OF MULTIPLE PIPES.
3" PIPE

SIZE MAX

SIDE VIEW
12" MAX

9.5"
6"

TOP VIEW
1 2
3 4
5 4
5 6
7 8
9 10
11 12
31 BOTTOM INTAKE WEATHERHOOD

DISCONNECT SWITCH BY FAN
MANUFACTURER. INSTALL CONTROLLER
SIDE-BY-SIDE PER MANUFACTURER.

ALUMINUM STANDARD FILTER WITH A 2"
MERV 13 SECONDARY FILTER STACKED ON
TOP (SEE NOTE #3)
SECURE TO ROOF CURB WITH #12 SELF
TAPPING SCREWS. FASTEN UNIT TO CURB

THROUGH PROVIDE HOLES ON ALL SIDES

BACKDRAFT DAMPER

LEVELED MANUFACTURER'S ROOF CURB
(SEE NOTE #1). ANCHOR TO ROOF PER
KEYNOTE #12
NOTE:

1. SEE ARCHITECTURAL DETAIL 12/A8.21 FOR FLASHING A ND WEATHERPROOFING DETAILS.

2. SEE STRUCTURAL DETAIL 7/S6.93 FOR ANCHORAGE DETA ILS.

3. PROVIDE ADDITIONAL FILTERS FOR FUTURE REPLACEMEN T.

ROOFING

ROOF DECK

PACK OPENING WITH INSULATION

GALVANIZED SHEET METAL CLOSURE

BELOW ROOF TO RETAIN INSULATION

AROUND THE DUCT
ANCHOR THRU MANUF. CURB FLANGE
WITH #10 AT 6" O.C. AND PROVIDE

FASTENERS PER STRUCTURAL
(SEE NOTE #2)

DUCT SIZE PER PLANS
1 2
3 4
5 6
7 8
9 10
11 12
2 BACKDRAFT DAMPER
CURB CAP, SEE NOTE #1 FOR

ATTCHMENT INFORMATION
INSULATED DUCT. SEE M0.20 FOR

INSULATION REQUIREMENTS AND

ROOF PLAN FOR SIZING
2 3
4 1
4 2
FLEXIBLE CONNECTION 1
3 NOTE:

1. SEE DETAIL 12/M8.21 FOR CURB TO ROOF ATTACHMENT

2. PROVIDE ADDITIONAL FILTERS FOR FUTURE REPLACEMEN T,
SEE 08/M7.11 FOR FILTER LOCATION AND LOCATIONS OF FAN
POWER.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

DETAILS AND

DIAGRAMS
M7.11
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL DETAILS AND DIAGRAMS
NTS
VERTICAL PIPE SUPPORT ON WALL 03
NTS
TYPE "B" VENT THRU ROOF (UP TO 12") AND COMBUSTION AIR INTAKE 01 NTS
OSA ROOF PENETRATION 13
NTS
PIPE THRU FIRE RATED PARTITION 05
NTS
PIPE THRU NON -RATED PARTITION 02
NTS
REFRIGERANT PIPE AND TRAPEZE HANGER 09
NTS
PIPE SUPPORT ON ROOF 07
NTS
DOWN -SHOT SUPPLY FAN 08
NTS
SIDE -SHOT SUPPLY FAN 14
No. M31731Exp.06/30/2015
06/30/2025
256
203
107
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
FRONT
REAR
4" MIN. 12" MIN.
4" MIN.

TOP OF STRUCTURE
1 3
2 KNOCKOUT FOR REFRIGERANT, DRAIN,

POWER AND SIGNAL LINES

SECURE FACTORY MOUNTING BRACKET TO
WALL. SEE STRUCTURAL TYPICAL WALL
MOUNTED DETAIL 1/S6.91 FOR ALL
ANCHORAGE DETAILS.
1 2

UNIT OUTLINE
3 NOTE:

1. CLEARANCES OF 4" ON TOP OF AND TO THE LEFT OF TH E FAN COIL UNIT ARE ABSOLUTE MIN. CLEARANCES OF 10" ARE RECOMMENDED.

2. REFRIGERANT IS METERED BY CAPILLARY TUBES IN THE OUTDOOR UNIT.

INSULATE BOTH REFRIGERANT LINES.

3. REFRIGERANT, DRAIN, AND POWER CONNECTIONS TO BE MADE IN THE REAR OF THE UNIT.

4. WALL MOUNTED CONDENSATE PUMP FOR DUCTLESS FAN CO IL UNITS SHALL HAVE SEPARATE 120V CONNECTION FOR PUMP. 4 WALL MOUNTED CONDENSATE PUMP 4 4
5 6
7 8
9 10
11 12
1 32

DISCONNECT SWITCH BY FAN

MANUFACTURER

BIRDSCREEN

REMOVABLE TOP CAP WITH QUICK

RELEASE LATCHED
SECURE TO ROOF CURB WITH #12 SELF
TAPPING SCREWS 12" O.C. MINIMUM 2 PER
SIDE

BACKDRAFT DAMPER

LEVELED MANUFACTURER'S ROOF CURB
(SEE NOTE #1). ANCHOR TO ROOF PER
KEYNOTE #12
NOTE:

1. SEE ARCHITECTURAL DETAIL XX/AX.XX FOR FLASHING A ND WEATHERPROOFING DETAILS.

2. SEE STRUCTURAL DETAIL 3/S6.91 AND 7/S6.93 FOR AN CHORAGE DETAILS.

ROOFING

ROOF DECK

PACK OPENING WITH INSULATION
316 SS 20 GA SHEET METAL CLOSURE

BELOW ROOF TO RETAIN INSULATION

AROUND THE DUCT
ANCHOR THRU MANUF. CURB FLANGE
WITH #10 AT 6" O.C. AND PROVIDE

FASTENERS PER STRUCTURAL
(SEE NOTE #2)

DUCT SIZE PER PLANS
1 2
3 4
5 6
7 8
9 10
11 12
NOTE:

1. SEE MECHANICAL DETAIL 13/M7.12 FOR NEOPRENE ISOL ATION PAD DETAILS.

2. SEE ARCHITECTURAL DETAIL 15/A8.21 FOR FLASHING A ND WEATHERPROOFING DETAILS.

3. SEE STRUCTURAL DETAIL 2/S6.91 FOR PLATFORM AND A NCHORAGE DETAILS.

EXTENDED STACK, MAX 6 DIA. DUCT SIZED FOR
MINIMUM DISCHARGE VELOCITY 3,000 FPM
SIDE-SHOT DUCT CONNECTION. DUCT

SIZED PER PLANS
SECURE TO ROOF CURB WITH #12 SELF
TAPPING SCREWS. 12" O.C. MIN 2 PER SIDE

LEVEL BUILT UP PLATFORM WITH CAP
(SEE NOTES #1 & #2)

ATTACHMENT OF CURB TO ROOF DECK PER
STRUCTURAL (SEE NOTE #2)

WEATHERHOOD

NEOPRENE ISOLATOR PADS, MODEL

SUPER W MASONWEST OR EQUAL

ROOFING

ROOF DECK
1 2
3 4
5 6
7 8
9 10 BOLT THRU FAN BASE AND ISOLATOR PAD TO

PLATFORM
1 2
4 5
8 9
3 6
7 10
(TYP)
3 FT

CASSETTE

CEILING
NOTE:

1. SEE STRUCTURAL SUSPENDED EQUIPMENT DETAIL 1/S6.9 3 FOR ANCHORAGE DETAILS

CEILING CASSETTE UNIT
3/8" THREADED ROD, TYP. 4, (SEE NOTE #1).

DOUBLE NUTS WITH LOCKWASHER AT TOP AND BOTTOM OF
FLANGE. REFER TO AND FOLLOW MANUFACTURER

INSTALLATION INSTRUCTIONS AND PROVIDE ALL NECESSARY
HARDWARE.

CEILING ASSEMBLY
1 3
4 5
6 1 3
4 5

FLEXIBLE CONNECTION

TRANSITION TO MATCH DUCT OPENING

EXHAUST DUCT SIZE AND ROUTING PER PLAN

FAN MANUFACTURER'S MOUNTING ANGLE

CEILING GRILLE
(TYP)
(TYP)
(TYP)
9 10
11 3
2 6
9 4
10 5
11 CEILING EXHAUST FAN 2 7
OUTSIDE AIR DUCT CONNECTION . 8
9 7
8 10
11 (TYP)
(TYP)
(TYP)

EXHAUST FAN

CEILING
(TYP. 4) (TYP. 4)
1 2
3 4
5 6
7 8

ELECTRICAL INLETS

REFRIGERANT PIPING, ROUTING PER

PLANS SIZE PER MANUFACTURER'S

RECOMMENDATIONS
HEAT PUMP (MAX WEIGHT 250 LBS)

NEOPRENE ISOLATOR PADS, MODEL

SUPER W MASONWEST OR EQUAL

ROOFING

LEVEL BUILT UP PLATFORM WITH CAP (SEE
NOTES #1 & #2)
NOTE:

1. SEE ARCHITECTURAL DETAIL 15/A8.21 FOR FLASHING A ND WEATHERPROOFING DETAILS.

2. SEE STRUCTURAL DETAIL 1/S6.94 FOR PLATFORM DETAI LS.

ROOF DECK

ANCHORAGE TABS INTEGRAL TO HEAT
PUMP. BOLT THRU TAB AND ISOLATOR PAD

TO PLATFORM, PER MANUFACTURER'S

RECOMMENDATIONS
1 2
3 4
5 6
7 8
1 3
2 1
2 44"
MAX
12" MIN
20" MAX
(2) 1/4" SCREWS EACH SIDE

WEATHERPROOF DUCT W/ EPOXY PAINT

EXTERIOR INSULATION
NOTE:

1. HORIZONTAL DUCT SUPPORT SPACED NOT LESS THAN 8 F EET ON CENTER, MINIMUM OF 2 SUPPORTS.

SECURE TO DUCT W/ 1/4" MACHINE BOLTS W/ LOCK
WASHERS @ 6" O.C.

SQUARE HSS 2x2x1/4 OR MANUFACTURED STRUT ,

PAINT W/ RUST PREVENTATIVE PAINT AFTER
FABRICATION (TYP 2). WELD 3/16" CAP TO TOP, TYP.

DURA-BLOK BASE SUPPORTS BY COOPER INDUSTRIES

OR EQUIVALENT
40" MAX
RECTANGULAR DUCTWORK. SEE PLANS FOR SIZES
7 4
5 6
3 4
5 7
8 9
9 ROOFING 12
11 10
10 SIDE VIEW
(TYP.) 11
10 2x2x1/8 ANGLE, PAINT W/ RUST PREVENTATIVE PAINT
AFTER FABRICATION (TYP 2)
11 BASE SUPPORTS WITH 12 GA. GALV. CHANNEL

NO ROOF PENETRATION ON ROOF REQUIRED
12 BOLT INTO CHANNEL
6 (TYP.)
8 8
(TYP.)
1 ANCHOR BOLT (SEE
NOTE #1)

STEEL WASHER

EQUIPMENT SUPPORT
PER MANUF.

NEOPRENE GROMMET

NEOPRENE RIBBED
PAD (5/16" MIN.)

LOAD DISTRIBUTING
PLATE (3/16" MIN. STEEL)
NOTE:

1. SEE STRUCTURAL DETAIL 2/S6.91 FOR PLATFORM AND A NCHORAGE DETAILS. 1 2
3 4
5 6
2 3
5 4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL

DETAILS AND

DIAGRAMS
M7.12
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL DETAILS AND DIAGRAMS
NTS
WALL MOUNTED FAN COIL IN CMU WALL DETAIL 02
NTS
UP BLAST EXHAUST FAN 03
NTS
UTILITY SET EXHAUST FAN 08
NTS
CEILING CASSETTE AND FAN DETAIL 09
NTS
HEAT PUMP ON CONCRETE PAD ON ROOF 01
NTS
DUCT SUPPORT ON ROOF 07
NTS
NEOPRENE PAD ISOLATOR 13
No. M31731Exp.06/30/2015
06/30/2025
256
203
108
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECI FIED AND IN

ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCU RATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS,

AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

4. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-0" OUTSIDE OF THE BUILDING(S) UNLESS NOTED OTHERWISE. CONTINUATION OF THESE

PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH

CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE

INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN

PLUMBING AND CIVIL DRAWINGS, CONTRACTOR SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO ALLOW FOR PROPER CONNECTION.

5. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP ST RAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL.

6. HORIZONTAL SOIL, WASTE AND TRAP PRIMER PIPING WI THIN THE BUILDING

SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER

HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED

ABOVE CEILING OR WITHIN WALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS.

7. HORIZONTAL SOIL AND WASTE PIPING 4" AND GREATER IN SIZE SHALL SLOPE AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. ALL SUCH PIPING 3" AND LESS IN SIZE SHALL SLOPE AT 1/4" PER FOOT.

8. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.

9. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.

10. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPME NT LOCATIONS WITH

THE GENERAL CONTRACTOR, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD.

11. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NE AREST BRANCH OR

MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXTURE

SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL

BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE.

12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN

DIMENSIONS, AND MOUNTING HEIGHTS OF ALL FIXTURES, EQUIPMENT,

ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE

DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION.

13. ACCESS PANELS
A. WHERE POSSIBLE, USE SAME ACCESS PANEL FOR SHUT-OFF VALVES,

MIXING VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTORS AND/OR

OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.

B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.

14. CLEANOUTS.

A. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR

CLEANOUTS UNLESS OTHERWISE INDICATED, SHALL BE READILY ACCESSIBLE,

AND SHALL BE CAREFULLY COORDINATED WITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS.

B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.

15. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY S TAMPED WITH "WATER", OR "SEWER" AS APPLICABLE. VALVES SHALL BE INSTALLED AND

PROPERLY POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES

AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX COVERS SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

16. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT

INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN

LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION.

17. ACCESSIBLE LAVATORIES AND SINKS SHALL BE PROVID ED WITH INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED.

18. ACESSIBLE WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR ACCESS SIDE.

19. ALL VALVES, UNIONS, CLEANOUTS, ETC. TO BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE.

20. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MAN DATORY MEASURES AND ASSOCIATED REQUIREMENTS.

21. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS O F ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE RETARDANT CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W-L-1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS.

ABBREVIATION DESCRIPTION

ABV ABOVE

A/C AIR CONDITIONING

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISH FLOOR

AP ACCESS PANEL

APPROX APPROXIMATELY

ARCH ARCHITECT

ASD AUTOMATIC SPRINKLER DRAIN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BEL BELOW

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BLDG BUILDING

BTU BRITISH THERMAL UNIT PER HOUR

CBC CALIFORNIA BUILDING CODE, CURRENT EDITION

CD CONDENSATE DRAIN

CEC CALIFORNIA ELECTRICAL CODE, CURRENT EDITION

CFC CALIFORNIA FIRE CODE, CURRENT EDITION

CFH CUBIC FEET PER HOUR

CLG CEILING

CMC CALIFORNIA MECHANICAL CODE, CURRENT EDITION

CO CLEANOUT

CONT CONTINUATION

CONTR CONTRACTOR

CPC CALIFORNIA PLUMBING CODE, CURRENT EDITION

CVTR CONCENTRIC VENT THRU ROOF

DIA DIAMETER

DN DOWN

DWG DRAWING

EXIST EXISTING
(E) EXISTING

ELEC ELECTRICAL

ENGR ENGINEER

ET EXPANSION TANK

F FAHRENHEIT

FD FLOOR DRAIN

FFE FINISH FLOOR ELEVATION

FIN FLR FINISH FLOOR

FLR FLOOR

FM FACTORY MANUAL

FPS FEET PER SECOND

FT FOOT, FEET

FV FLUSH VALVE

GAL GALLONS

GPM GALLONS PER MINUTE

HP HORSE POWER

HVAC HEATING VENTILATION AND AIR CONDITIONING

HZ HERTZ

ICW INDUSTRIAL COLD WATER

IE INVERT ELEVATION

IN INCHES

IN WC INCHES WATER COLUMN

INT INTEGRAL

KW KILOWATT

LBS POUNDS

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCD OVERFLOW CONDENSATE DRAIN

OD OVERFLOW DRAIN, OUTSIDE DIAMETER

PCD PUMPED CONDENSATE DRAIN

PH PHASE

POC POINT OF CONNECTION

POD POINT OF DISCONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

RPM REVOLUTIONS PER MINUTE

SD STORM DRAIN

SF SQUARE FOOT

SIM SIMILAR

SS SERVICE SINK

STRUCT STRUCTURAL

TD TRENCH DRAIN

TEMP TEMPERATURE

THRU THROUGH

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE
V VOLT

VBF VENT BELOW FLOOR

VTR SANITARY VENT THRU ROOF

W/ WITH

W/O WITHOUT

WCO WALL CLEANOUT

WC WATER COLUMN

WT WEIGHT

YB YARD BOX
DETAIL

DEMOLITION KEYNOTE

CONTINUATION

PLAN IDENTIFICATION

SHEET WHERE PLAN IS DRAWN

ENLARGED PLAN

KEYNOTE IDENTIFICATION

OCCURANCE

SPECIFIC INFORMATION

DEMOLITION KEYNOTE IDENTIFICATION

OCCURANCE

DETAIL IDENTIFICATION

SHEET WHERE DETAIL IS DRAWN

OCCURANCE

FIXTURE IDENTIFICATION

OCCURANCE

SPECIFIC INFORMATION

FIXTURE OR EQUIPMENT IDENTIFICATION
SEE 1
P8.01 TYP
1 P4.01
RD-1 3", 900 SF
TYP OF 4
0101 1", 150 CFH
TYP OF 3
0101
TYP OF 4

1. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONN ECTIONS SHALL BE

SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS.

2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CO NCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH

STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY.

3. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE

PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS.

4. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A

5. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALT ERATIONS OR

MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE

STRUCTURAL ENGINEER OF RECORD AND THE AUTHORITY HAVING
JURISDICTION PRIOR TO STARTING WORK.

6. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS F OR LOCATIONS OF BUILDING SEISMIC/EXPANSION JOINTS. PROVIDE SEISMIC/EXPANSION JOINTS FOR ALL PIPES CROSSING THESE LOCATIONS.

7. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADD ITIONAL REQUIREMENTS.

8. PLUMBING UTILITIES SHALL BE RUN INTO BUILDINGS A T AS LOW AN ELEVATION AS POSSIBLE. WHEREVER POSSIBLE, PLUMBING UTILITIES SHALL BE RUN BELOW THE EXISTING BUILDING FOOTING. WHERE PLUMBING UTILITIES

CANNOT BE RUN BELOW EXISTING BUILDING FOOTINGS, CORING THRU STEM

WALLS BELOW GRADE ABOVE FOOTING IS PERMITTED PROVIDED THE FOLLOWING:

A. BORED HOLES DO NOT EXCEED 6" IN DIAMETER
B. BORED HOLES DO NOT OCCUR LESS THAN 6" ON CENTER.

C. THE CONTRACTOR SHALL LOCATE THE EXISTING WALL RE INFORCEMENTS

BY NON-DESTRUCTIVE METHODS TO INSURE THAT EXISTING WALL REINFORCEMENT IS NOT CUT OR DAMAGED DURING THE BORING.

D. THE CONTRACTOR SHALL COORDINATE ALL BORING LOCAT IONS WITH THE STRUCTURAL ENGINEER PRIOR TO CORING.

E. PIPES SHALL NOT PENETRATE THE FOOTING. REFER TO DETAIL 01/S6.01.

SS
SD
RPP

DESCRIPTION ABBREVIATION SYMBOL

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER RETURN PIPING

DOMESTIC TEMPERED HOT WATER PIPING

TRAP PRIMER PIPING

INDUSTRIAL COLD WATER PIPING

SANITARY SOIL OR WASTE PIPING ABOVE FINISHED FLOOR

SANITARY SOIL OR WASTE PIPING BELOW FINISHED FLOOR

SANITARY VENT PIPING

INDIRECT WASTE PIPING

CONDENSATE DRAIN PIPING

OVERFLOW CONDENSATE DRAIN PIPING

CONDENSING EQUIPMENT CONDENSATE PIPING
STD DELIVERY PRESSURE 8" WC GAS PIPING
MEDIUM PRESSURE 5 PSI GAS PIPING

STORM DRAIN PIPING ABOVE FINISHED FLOOR

STORM DRAIN PIPING BELOW FINISHED FLOOR

OVERFLOW DRAIN PIPING
OD
SD
SD
MPG
G
CC
OCD
CD
IW
V
S OR W
S OR W
ICW
TP
TW
HWR
HW
CW

SHUTOFF COCK IN WALL ACCESS PANEL

WALL CLEANOUT

HOSE BIBB
/

PRESSURE REDUCING VALVE

CHECK VALVE

SOV IN WALL AP

SOC IN WALL AP
WCO
PRV
CV

REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER RPP

FLOOR CLEANOUT FCO

CLEANOUT TO GRADE COTG

FLOOR DRAIN OR AREA DRAIN
HB
UNION
SLEEVE
PUMP

TEMPERATURE AND PRESSURE RELIEF VALVE TPV

CAP ON END OF PIPE

PIPE RISER DOWN (ELBOW)

PIPE RISER UP (ELBOW)

PIPE RISE OR DROP

BRANCH LINE TOP CONNECTION

BRANCH LINE BOTTOM CONNECTION

FLOW IN DIRECTION OF ARROW

WATER HAMMER ARRESTOR IN WALL ACCESS PANEL

AQUASTAT

SEISMIC JOINT

TRAP PRIMER WITH SOV IN WALL ACCESS PANEL TP W/ SOV IN WALL AP

WHA IN WALL AP

BALANCING VALVE
BLV

SHUTOFF VALVE IN WALL ACCESS PANEL

SOV SHUTOFF VALVE ABOVE FINISHED GRADE

SHUTOFF COCK ABOVE FINISHED GRADE SOC

CONTINUATION OF PIPING

RECESSED HOSE BIBB RHB

FLOOR SINK

FIXTURE OR EQUIPMENT SUPPLY/STOP

SHUTOFF VALVE BELOW FINISHED GRADE IN YARD BOX SOV BEL FIN GR IN YB

ICEMAKER SUPPLY BOX

GAS PRESSURE REGULATOR

THERMOSTATIC MIXING VALVE

OVERFLOW DRAIN SPILL TO GRADE

ROOF RECEPTOR

FLOOR DRAIN OR AREA DRAIN
SS
ICW
TP
TW
IW
CD
OCD
CC
G
MPG
SD
OD

SYMBOLS/ABBREVIATIONS

SS-U SANITARY SOIL OR WASTE PIPING UNDERGROUND S OR W

HATCH INDICATES ITEM(S) TO BE DEMOLISHED
V

22. NO PIPING SHALL BE INCASED IN THE CONCRETE SLAB.

23. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR OTHER

EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL.

24. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY THE

CALIFORNIA STATE ENERGY COMMISSION TO COMPLY WITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS.

25. ALL EXISTING PIPING DAMAGED DURING EXCAVATION SHALL BE REPAIRED WITH MATERIALS TO MATCH EXISTING BY THE CONTRACTOR.

26. ALL UNDERGROUND IRON, COPPER OR STEEL PIPING LOCATED BOTH INSIDE AND OUTSIDE OF BUILDING SHALL BE ENCASED WITHIN A MINIMUM 10 MIL

POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.

27. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.

28. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR

COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE.

29. ALL CUTTING OF EXISTING PAVINGS, WALKS AND/OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT.

30. ABOVE GROUND PIPING SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH ASME A13.1.

31. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS

SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR WRITTEN
AUTHORIZATION FROM THE STRUCTURAL ENGINEER.

32. ALL CONCEALED CONDENSATE DRAIN PIPING ABOVE CEILING SHALL BE INSULATED WITH 3/4" CLOSED CELL FOAM. INSULATION SHALL BE EQUAL TO ARMACELL "ARMAFLEX".

33. VENT PIPING SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, AN OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT.
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE

COUNCIL, WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;
2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;
(2021 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS
2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2022 EDITION
(CALIFORNIA AMENDED)
NFPA 14 STANDPIPE SYSTEMS 2016 EDITION
(CALIFORNIA AMENDED)
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITI ON NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDI TION NFPA 20 STATIONARY PUMPS 2022 EDITION
NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE
FIRE PROTECTION 2016 EDITION
NFPA 20 STATIONARY PUMPS 2022 EDITION
NFPA 24 PRIVATE FIRE SERVICE MAINS 2022 EDITION
(CALIFORNIA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 E DITION (CALIFORNIA AMENDED)
(NOTE: SEE UL STANDARD 1971 FOR "VISUAL
DEVICES")
NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 20 16 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 20 19 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 20 15 EDITION (CALIFORNIA AMENDED)
BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2023)

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING

LEGENDS AND

GENERAL NOTES
P0.10
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING LEGENDS AND GENERAL NOTES

GENERAL NOTES ABBREVIATIONS

PLUMB ANNOTATION SYMBOLS

GENERAL STRUCTURAL NOTES GENERAL NOTES

APPLICABLE CODES

PLUMBING SHEET INDEX

ISSUE DATE
SHEET

NUMBER SHEET NAME

PLUMBING
01/25/2024 P0.10 PLUMBING LEGENDS AND GENERAL NOTES
01/25/2024 P0.20 PLUMBING FIXTURE AND EQUIPMENT SCHED ULES 01/25/2024 P0.21 PLUMBING FIXTURE SCHEDULE & CALCULAT IONS 04/24/24 P0.22 PLUMBING T24 BUILDING A
04/24/24 P0.23 PLUMBING T24 BUILDING B
01/25/2024 P1.01 PLUMBING DEMO FLOOR PLAN - BLDG A & B 01/25/2024 P1.09 PLUMBING DEMO ROOF PLAN - BLDG A & B
01/25/2024 P2.01 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B 01/25/2024 P3.01 PLUMBING WATER & GAS FLOOR PLAN - B LDG A & B 01/25/2024 P3.09 PLUMBING ROOF PLAN - BLDG A & B
01/25/2024 P4.01 PLUMBING ENLARGED PLANS - BLDG A
01/25/2024 P4.02 PLUMBING ENLARGED PLANS - BLDG B
01/25/2024 P6.10 PLUMBING DETAILS
01/25/2024 P6.20 PLUMBING DETAILS
Th
ae
in
co
an
pr
ag
di
th
fo

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
109
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING FIXTURE

AND EQUIPMENT

SCHEDULES
P0.20
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING FIXTURE AND EQUIPMENT SCHEDULES

PLUMBING FIXTURE SCHEDULE
ITEM

UNIT UNIT

FIXTURE TYPE

ROUGH-IN CONNECTION SIZES (IN)
MOUNT HARDWARE TYPE DESCRIPTION MANUFACTURER MODEL NO. WASTE VENT COLD WATER

HOT/TEMP
ERED
WATER
BFP-1 ZURN 375 A BACKFLOW PREVENTER 3" REDUCED PRESSURE BACKFLOW PREVENTER BV-1 Therm-Omega-Tech
, Inc. CS-1/2-XXX 1/2" NPT Valve Self-actuating thermostatic recirculation valve for domestic hot water (DHW) system COTG-1 ZURN Z1400-HD-VP CLEANOUT TO GRADE "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND WATER TIGHT BRONZE THREADED PLUG AND ROUND SCORIATED CAST IRON EXTRA-HEAVY-DUTY SECURED TOP ADJUSTABLE TO FINISHED FLOOR.

DC-1 ZURN Z199-DC DOWNSPOUT COVER DOWNSPOUT COVER, ROUND FABRICATED STAINLESS STEEL FRAME WITH FABRICATED SECURED PERFORATED STAINLESS STEEL HINGED COVER.

DF-1 HAWS 1501-1920W DRINKING FOUNTAIN W/
BOTTLE FILLER 3/4" HEAVY-DUTY CAST IRON BOWL WITH GLOSSY WHITE ENAMEL FINISH WITH VANDAL-RESISTANT BOTTOM PLATES, BOTTLE FILLER, 14 GAUGE TYPE 304 STAINLESS STEEL, WHITE POWDER COATED HOUSING WITH PUSH-BUTTON.

EES-1 SEE POOL

DRAWINGS

SEE POOL

DRAWINGS

EMERGENCY
EYEWASH/SHOWER 1 1/4" 1 1/4" ROUGH-IN AND CONNECT ONLY, SPECIFIED UNDER POOL EQUIPMENT DRAWINGS.

EQV-1 KOSO 314(60) SEISMIC GAS SHUT-OFF
COCK
0" PIPE IN-LINE PACIFIC SEISMIC PRODUCTS, CALIFORNIA SE ISMIC VALVE, UL LISTED, ANSI Z21.21 1012, CA-DSA NO. 13-07, 60 PSI MAX. PRESSURE.

ET-1 WATTS PLT-12-M1 EXPANSION TANK 3/4" 4.5 GALLONS POT ABLE WATER EXPANSION TANK, PRE-CHARGE, INLINE, 150PSI OPERATING PRESSURE, 50 LBS OPERATING WEIGHT.

ETP-1 PPP PTS-4 ELECTRIIC TRAP PRIMER 3/4" ENCLOSED ELEC TRONIC TRAP PRIMER SYSTEM WITH TIMER. 5 PORTS WITH CABINET AND VACUUM BREAKER, LEAD FREE.

FCO-1 ZURN Z1400-BZ1 FLOOR CLEANOUT "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND CAST IRON EXTRA-HEAVY-DUTY SECURED TOP,.

FD-1 ZURN Z415S FLOOR DRAIN, SQUARE
STRAINER 2" 1 1/2"

DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE S" SQUARE POLISHED NICKEL BRONZE, LIGHT-DUTY, LEVELING STRAINER, WITHOUT TRAP SEAL PRIMER CONNECTION.

FD-2 ZURN Z415B FLOOR DRAIN, ROUND
STRAINER 2" 1 1/2"

DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE BZ" ROUND POLISHED NICKEL BRONZE, LIGHT-DUTY, LEVELING STRAINER, WITHOUT TRAP SEAL PRIMER CONNECTION.

FD-3 ZURN Z158-6NH FLOOR DRAIN- BACKWASH
PIT 6" 3" FLOFORCE HIGH PERFORMANCE DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE CLAMP AND LOW SILHOUETTE DOME STYRAINER.

FS-1 ZURN Z1901 FLOOR SINK 2" 1 1/2" SANI-FLOOR RECEPTOR 12"x12"x6" DEEP CAST IRON BODY AND SQUARE, LIGHT-DUTY GRATE WITH 1/2" SLOTTED OPENINGS, WHITE ACID RESISTANT PORCELAIN ENAMEL COATED INTERIOR & TOP, COMPLETE WITH WHITE ABS ANIT-SPLASH INTERIOR BOTTOM DOME STRAINER.

GPR-1 SENSUS 143-80 GAS PRESSURE
REGULATOR, HORZ.
0" 5.0 PSI INLET PRESSURE AND 11" W.C OUTLET SETPOIN T, GREEN SPRING, 6" - 14" W.C., 3/4" INLET & 1" OUTLET, 1" VENT, 1/8" ORIFACE, MAX FLOW RATE OF 250 CFH CFH, CAST GREY IRON BODY, COMPLETE W/ SHUT-OFF COCK AND UNIONS. PROVIDE REDUCER FITTINGS AS

NECESSARY
GPR-2 SENSUS 243-12-2 GAS PRESSURE
REGULATOR, HORZ.
0" 5.0 PSI INLET PRESSURE AND 11" W.C OUTLET SETPOIN T, GREEN SPRING, 6" - 14" W.C., 1" INLET & 2" OUTLET, 1" VENT, 1 1/4" ORIFACE, MAX FLOW RATE OF 10,500 CFH CFH, CAST GREY IRON BODY, COMPLETE W/ SHUT-OFF COCK AND UNIONS. PROVIDE REDUCER FITTINGS AS NECESSARY FOR UPSTREAM AND DOWNSTREAM GAS CONNECTIONS.

HB-1 WOODFORD Y24-CH HOSE BIBB 0" 0" 3/4" 0" HOSE BIBB - RO OFTOP FREE STANDING, ANTI-SIPHON VACUUM BREAKER IMB-1 GUY GRAY MIB4AB ICE MAKER BOX 3/4" 1/4 TURN VALVES WITH SWEAT CONNECTIONS AND WATER HAMMER ARRESTORS.

L-1 KOHLER K-2602-SU LAVATORY 2" 1 1/2" 0"
1/2"

UNDERMOUNT CHICAGO FAUCETS MODEL
3400-E39VPABCP
KOHLER RHYTHEM 23-14" OVAL UNDERMOUNT, LAVATORY, 4" CENTERS, 20 GAUGE STAINLESS STEEL, 0.35 GPM METERING FAUCET,VANDAL PROOF, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES.

L-2 KOHLER K-2602-SU LAVATORY, ACCESSIBLE 2" 1 1/2" 0"
1/2"

UNDERMOUNT CHICAGO FAUCETS MODEL
3400-E39VPABCP
ACCESSIBLE, KOHLER RHYTHEM 23-14" OVAL UNDERMOUNT, LAVATORY, 4" CENTERS, 20 GAUGE STAINLESS STEEL, 0.35 GPM METERING FAUCET,VANDAL PROOF, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES.

L-3 KOHLER K-2867 LAVATORY, ACCESSIBLE 2" 1 1/2" 0"
1/2"
<varies> CHICAGO FAUCETS MODEL
3400-E39VPABCP
"HUDSON", WALL-MOUNT TOILET ROOM SINK, KOHLER ENAMELED CAST IRON, RECTANGULAR BASIN WITH OVERFLOW, 4-INCH FAUCET CENTERS COMPLETE WITH ZURN MODEL Z-1254 WALL CARRIER, MCGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP RIGID SUPPLY AND ANGLE STOPS.

MS-1 ELKAY EFS3321C MOP SINK 3" 2" 3/4" 3/4" FLOOR MOUNT CHICAGO FAUCETS MODEL 897-CCP ELKAY STAINLESS STEEL 33"X21"X8" FLOOR MOUNT SERVICE SINK, 16 GAUGE 304 STAINLESS STEEL, ELKAY LK43 CENTER DRAIN. WITH WALL MOUNTED MANUAL FAUCET, VANDAL PROOF LEVER HANDLE, 8" CENTERS.

MS-2 ELKAY ESS21182 MOP SINK 3" 2" 3/4" 3/4" WALL MOUNT CHICAGO FAUCETS MODEL 521-317XKABCP
ELKAY STAINLESS STEEL 21"X17-1/2"X12" WALL HUNG SERVICE SINK, 14 GAUGE 304 STAINLESS STEEL WITH 4" CENTERS WALL MOUNTED MANUAL FAUCET, VANDAL PROOF 4" WRISTBLADE HANDLE.

MS-3 KOHLER K-6710 MOP SINK 3" 2" 3/4" 3/4" FLOOR MOUNT CHICAGO FAUCETS MODEL 897-CCP KOHLER WHITBY 28"X28" SERVICE SINK, FLOOR MOUNT, ENAMELED CAST IRON, WITH RIM GUARD. WITH WALL MOUNTED MANUAL FAUCET, VANDAL PROOF LEVER HANDLE, 8" CENTERS.

MS-4 ELKAY SS81242 MOP SINK 3" 2" 3/4" 3/4" PEDESTAL CHICAGO FAUCETS MODEL 521-317XKABCP
ELKAY STURDIBILT 27"X27-1/2"X14" STAINLESS STEEL SCULLERY SINK, 14 GAUGE 304 STAINLESS STEEL, WITH 4" CENTERS WALL MOUNTED MANUAL FAUCET, VANDAL PROOF 4" WRISTBLADE HANDLE.

MV-1 WATTS - POWERS LFLM495 MIXING VALVE 1/2"
1/2" CALIF. AB 1953 COMPLIANT, 1/2" INLETS & 1/2" OU TLET, 0.5 GPM MIN FLOW CAPACITY, 6.0 GPM MAX FLOW CAPACITY AT 5 PSI SYSTEM DROP.

INSTALL COMPLETE W/ WALL ACCESS PANEL & KITZ SERIES NO. 868 INLET BALL VALVES AND KITZ SERIES NO. 823T CHECK VALVES AT HOT WATER & COLD WATER INLETS.

MV-2 HAWS 9201E MIXING VALVE
(EMERGENCY SHOWER) 1 1/4" 1 1/4" AXION THERMOSTATIC MIXING VALVE, POSITIVE SHU TOFF, LOW PRESSURE DROP, PARAFIN BASED THERMAL ACTIVATION. 31 GPM MAX -1 GPM MIN.

MV-3 HAWS 9201E MIXING VALVE
(EMERGENCY SHOWER) 1 1/4" 1 1/4" AXION THERMOSTATIC MIXING VALVE, POSITIVE SHU TOFF, LOW PRESSURE DROP, PARAFIN BASED THERMAL ACTIVATION. 31 GPM MAX -1 GPM MIN.

RD-1 ZURN Z121-3NH-DP ROOF DRAIN 12" DIAMETER ROOF DRAI N WITH TOP-SET DECK PLATE AND CAST IRON LOW SILHOUETTE DOME.

RD-2 ZURN Z164 ROOF & OVERFLOW
DRAINS
12" DIAMETER ROOF DRAIN AND OVERFLOW DRAIN, DURA-COATED CAST IRON BODIES WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARDS, DOUBLE TOP-SET DECK PLATE, AND LOW SILHOUETTE CAST IRON DOMES.

RHB-1 ACORN 8151 RECESSED HOSE BIBB 3/4" STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLANGE.

RHB-2 WOODFORD B75 RECESSED HOSE BIBB,
EXTERIOR 0" 0" 0"
0"

WALL MOUNT
"ANTI-SIPHON CLOSE COUPLED TRIMLINE WALL HYDRANT", CONCEALED BOX TYPE, ANTI-SIPHON VACUUM BREAKER, 3/4" INLET AND OUTLET, 360 DEG. INLET ORIENTATION, STAINLESS STEEL OPERATING STEM, LOOSE KEY OPERATION, CHROME PLATED EXTERIOR FINISH, COMPLETE W/ MOUNTING BRACKET.

S-1 SEE POOL

DRAWINGS

ROUGH-IN AND
CONNECT SINK 2" 1 1/2" 3/4" 0" ROUGH-IN AND CONNECT COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES.

S-2 ELKAY LRADQ202265PD SINK 2" 1 1/2" 3/4" 0" CHICAGO FAUCETS MODEL 526-317ABCP
SINGLE BOWL,4" CENTER 3 HOLES, 18 GAUGE TYPE 304 STAINLESS STEEL WITH PERFECT DRAIN AND QUICK CLIP, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOP SH-1 ACORN 1741-03-M SHOWER 0" 3/4" PENAL-WARE, WALL SHOWER, 14 GAUGE, TYPE 304 STA ILESS STEEL WITH #4 SATIN FINISH, SINGLE TEMP METERING SHOWER VALVE, BRASS BODY, PENAL SHOWER HEAD W/ LOCKABLE UNIVERSAL BALL-JOINT AND RECESSED SOAP DISH.

SH-2 ACORN 1741ADA-01-M-MA2 SHOWER, ACCESSIBLE 0"
<varies> PENAL-WARE, ACCESSIBLE WALL SHOWER, 14 GAUGE , TYPE 304 STAILESS STEEL WITH #4 SATIN FINISH, SINGLE TEMP METERING SHOWER VALVE, BRASS BODY, FIXED SHOWERHEAD AT 48" IN LIEU OF HANDHELD SHOWER, PENAL SHOWER HEAD W/ LOCKABLE UNIVERSAL BALL-JOINT AND RECESSED SOAP DISH.

TD-1 MIFAB T1401-PB-3 TO
T1401-PB-3

AREA DRAIN, TRENCH,

TRAFFIC WEIGHT

STRAINER
6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/ SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM.WITH TP100-PGA-13-FP GALVANIZED STEEL PERFORATED HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALL CORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES.

TD-2 MIFAB T1401-PB-3 TO
T1404-PB-3

AREA DRAIN, TRENCH,

TRAFFIC WEIGHT

STRAINER
6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/ SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM. WITH TP100-PGA-13-FP GALVANIZED STEEL PERFORATED HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALL CORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES.

TP-1 MIFAB MR-500 TRAP PRIMER, SINGLE
DRAIN 3/4" 1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET & REMOVABLE FILTER SCREEN. INSTALL COMPLETE W/ WALL ACCESS PANEL, SHUT-OFF VALVE, & 1/2" TYPE "L" COPPER DRAIN LINE FROM TRAP SEAL PRIMER OUTLET TO RECEPTOR CONNECTION POINT.

UR-1 AMERICAN
STANDARD 6590.001 URINAL 2" 1 1/2" 3/4" SLOAN FLUSH VALVE MODEL 186-0.125 DBP

STANDARD WASHDOWN URINAL, VITREOUS CHINA WITH SLOANTEC GLAZE, COMPLETE WITH VANDAL RESISTANT STRAINER ASSEMBLY AND ZURN MODEL Z-1222 CARRIER.

UR-2 AMERICAN
STANDARD 6590.001 URINAL, ACCESSIBLE 2" 1 1/2" 3/4" SLOAN FLUSH VALVE MODEL 186-0.125 DBP

ACCESSIBLE WASHDOWN URINAL, VITREOUS CHINA WITH SLOANTEC GLAZE, COMPLETE WITH VANDAL RESISTANT STRAINER ASSEMBLY AND ZURN MODEL Z-1222 CARRIER.

WC-1 AMERICAN
STANDARD 3351.101 WATER CLOSET 4" 2" 1" SLOAN FLUSH VALVE MODEL 1 11-1.28 VITREOUS CHINA, ELOGATED BOWL, SIPHON JET, WALL MOUNTED, COMPLETE WITH MIFAB MC-10 SERIES CARRIER. AND BEMIS MODEL 1955CT 000 OPEN FRONT SEAT.

WC-2 AMERICAN
STANDARD 3351.101 WATER CLOSET,
ACCESSIBLE 4" 2" 1" SLOAN FLUSH VALVE MODEL 111-1.28 ACCESSIBLE, VITREOUS CHINA, ELOGATED BOWL, SIPHON JET, WALL MOUNTED, COMPLETE WITH MIFAB MC-10 SERIES CARRIER AND BEMIS MODEL 1955CT 000 OPEN FRONT SEAT.

WCO-1 ZURN Z-1446-BP WALL CLEANOUT WALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW.

WCO-2 ZURN Z-1445-BP WALL CLEANOUT WALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT BRONZE THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW.

WHA-1 MIFAB MWH-A WATER HAMMER
ARRESTOR 1/4" PISTON OPERATED WATER HAMMER ARRESTOR
WHA-2 MIFAB MWH-B WATER HAMMER
ARRESTOR 3/4" PISTON OPERATED WATER HAMMER ARRESTOR
NOTES:

1. ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER SPECIFICATIONS.

2. ALL METALLIC PIPING BELOW GRADE SHALL BE ENCASED WITH 10 MIL MINIMUM POLYETHYLENE PLASTIC SLEEVE. ALL FITTINGS, VALVES, ETC. THAT ARE NOT ABLE TO BE ENCASED WITHIN SLEEVE SHALL PROVIDE HEAVY OF "HENRY'S" OIL BASE ROOF MASTIC OVER ENTIRE SURFACE AND WRAPPED ENTIRE COMPONENT BY 10 MIL FERGUSON POLYETHYLENE WRAP WITH OVERLAPPED 50% OF THE CIRCUMFERENCE. SECURE ENDS AND SEAMS BY 3M SCOTCH, 10 MIL, 2" WIDE PIPE WRAP SEALING TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

INDUSTRIAL WATER POOL EQUIP RM ABV

GRADE CPVC
BELOW GRADE OUTSIDE WITHIN FIVE FEET (5') OF THE FOUNDATION SHALL BE PVC PIPE APPROVED FOR FIRE SERVICE CLASS 150 (DR-18) WITH CAST IRON, RING-TITE FITTINGS AS REQUIRED.

FIRE PROTECTION
ABOVE GRADE DUCTILE IRON, CEMENT LINED WITH MECHANICAL JOINT FITTINGS, CLASS 250, FLANGED OR MECHANICAL JOINT, IN ACCORDANCE WITH ANSI-AWWA C111/A21.11, CLASS 52 OR AWWA C153 DUCTILE IRON COMPACT FITTINGS.

BELOW FLOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM O F 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.

SANITARY VENT
ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1277, STANDARD-DUTY, 2-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.

BELOW FLOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM O F 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.

SANITARY WASTE
ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.

BELOW FOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.

STORM / OVERFLOW
DRAIN
ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.

WITHIN BUILDING SAME AS ABOVE EXCEPT WITH 1-INCH THICK FLEXIBLE ELASTOMERIC, COMPLYING WITH ASTM C534/C534M GRADE 1; USE TUBULAR MATERIAL WHEREVER POSSIBLE.

CONDENSATE DRAIN
ON ROOF HARD DRAWN COPPER DWV TUBE, ASTM B 306, DRAINAGE TUBE, DRAWN TEMPER. COPPER DRAINAGE DWV FITTINGS, ASME B16.23, CAST COPPER OR ASME B16.29, WROUGHT COPPER, SOLDER-JOINT FITTINGS.

POOL EQUIP RM ABV
GRADE SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A53, WITH 150 LB. BANDED MALLEABLE IRON THREADED FITTINGS.

BELOW GRADE
2-INCHES & SMALLER POLYETHYLENE PIPE, ASTM D2513, SDR 11. PE FITTINGS, ASTM D 2683, SOCKET-FUSION TYPE OR ASTM D 3261, BUTT-FUSION TYPE.

2.5-INCHES AND LARGER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS, WRAP WITH 4 MIL POLYETHYLENE SLEEVE FOR CORROSION PROTECTION.

INTERIOR ABOVE
GRADE
2-INCHES & SMALLER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53, TYPE F, GRADE A, THREADED, COMPLYING WITH ASME B1.20.1, WITH MALLEABLE-IRON THREADED FITTINGS, ASME B16.3, CLASS 150. 2.5-INCHES AND LARGER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS. GAS

EXTERIOR ABOVE
GRADE
2-INCHES & SMALLER HOT-DIP GALVANIZED PIPE, SCHEDULE 40, ASTM A53, TYPE F, GRADE A, THREADED, COMPLYING WITH ASME B1.20.1, WITH MALLEABLE-IRON THREADED FITTINGS, ASME B16.3, CLASS 150. 2.5-INCHES AND LARGER BLACK STEEL HOT-DIP GALVANIZED PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS.

POOL EQUIP RM ABV

GRADE CPVC

HOT WATER
SAME AS COLD WATER ABOVE COMPLETE WITH 1" THICK ONE-PIECE PRE-FORMED GLASS FIBER MOLDED PIPE INSULATION WITH ALL PURPOSE FIRE RETARDANT VAPOR BARRIER JACKET FOR 3/4" DIAMETER PIPES AND SMALLER, 1-1/2" THICK INSULATION FOR 1" TO 1-1/2" DIAMETER PIPES AND 2" THICK INSULATION FOR 2" DIAMETER PIPES AND LARGER. (VIEGA PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS).

BELOW FLOOR
SOFT COPPER TUBE, ASTM B88, TYPE K WATER TUBE, ANNEALED TEMPER. COPPER SOLDER-JOINT FITTINGS, ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS. ENCASE WITHIN A HIGH DENSITY CROSS LAMINATED POLYETHYLENE FILM, MINIMUM 10 MIL THICK, TUBE FORM, ASTM 1674 OR AWWA C105, FOR PROTECTION AGAINST CORROSION.

DOMESTIC WATER
COLD WATER HARD COPPER TUBE, ASTM B88, TYPE L WATER TUBE, DRAWN TEMPER. WROUGHT-COPPER SOLDER-JOINT FITTINGS (VIEGA PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS), ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS.

SERVICES LOCATION MATERIAL

PIPE MATERIALS SCHEDULE
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
110
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING FIXTURE

SCHEDULE &

CALCULATIONS
P0.21
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING FIXTURE SCHEDULE & CALCULATIONS
300 27 57 108 221 331 638 1020 1800 3670 28700 4 185 840 - 4.7 LENGTH (FEET) CAPACITY IN CUBIC FEET OF GAS PER HOUR 3 105 406 - 4.8 NOMINAL 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 6 PRESSURE SELECTE D FOR UNIFORM LOSS 5 PSI/100FT 2 1/2 74 245 - 4.8 PIPE SIZE (INCH) PRSSURE AVAILABLE FOR UNIFORM LOSS 8 PSI/100FT 2 48 119 - 4.9 FUEL GAS PIPING CALCULATION [CPC TABLE 1216.2(1)] LESS THAN 2 PSI, 0.5 IN. W.C. ∆P DEVELOPED LENGTH OF HORIZONTAL WATER PIPING WITHIN THE BUILDING 100 FT 1 1/2 27 46 - 4.9 PRESSURE AVAILABLE FOR PIPE SIZING 8 PSI 1 1/4 19 28 - 5 GPM Calculations based on Flush Valves PRESSURE LOSS THROUGH ADDITIONAL EQUIPMENT (PRV, MV, BFP OR OTHER) - 0 PSI 1 12 16 - 4.9 CONVERT TO GPM = 68 - PRESSURE LOSS DUE TO ELEVATION, BUILDING INLET TO CONTROLLING FIXTURE - 9 PSI 3/4 6 7 - 4.4 TOTAL FIXTURE UNITS = 136.5 105.0 PRESSURE REQUIRED A T CONTROLLING FIXTURE - 30 PSI 1/2 2 1 - 3.3 EMPTY 0 X 0.0 0.0 0.0 0.0 WATER DISTRIBUTION SIZING PIPE SIZE (IN) GPM FU (FT) FU (FV) VELOCITY (FT/S) EMPTY 0 X 0.0 0.0 0.0 0.0 TOTAL PRESSURE AT BUILDING INLET 47 PSI FR ICTION LOSS 8 PSI PER 100 FEET, MAXIMUM VELOCITY OF 5 FEET/SECOND EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS THROUGH ADDITIONAL EQUIPM ENT -13 PSI DOMESTIC HOT WATER PIPE SIZING (PER CPC TABLE A-2 & CHART A-4) EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS THROUGH METER (PER SITE G PM) -5 PSI EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE GAIN/LOSS DUE TO ELEVATION, MA IN TO BUILDING 4 PSI 4 290 1668 1668 7.8 EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS DUE TO FRICTION IN A 4-IN CH DIAMETER SERVICE -1 PSI 3 165 719 666 7.8 FUTURE FU'S 1 X 20.0 20.0 20.0 20.0 PRESSURE AVAILABLE AT BUILDING INLE T 2 1/2 115 455 329 7.7 DRINKING FOUNTAIN 4 X 0.5 0.5 2.0 2.0 RESIDUAL PRESSURE AT MAIN IN STREET 62 PS I 2 74 245 124 7.7 HOSE BIBB, EACH ADDITIONAL 6 X 1.0 0.0 6.0 0.0 FLOW RATE IN WATER SERVICE MAIN TO BUIL DING INLET (SITE WATER) 500 GPM 1 1/2 35 66 20 6.3 HOSE BIBB 1 X 2.5 0.0 2.5 0.0 DEVELOPED LENGTH OF WATER SERVICE FROM MAIN TO BUILDING (SITE WATER) 880 FT 1 1/4 22 34 5 5.6 MOP BASIN 2 X 3.0 3.0 6.0 6.0 DIFFERENCE IN ELEVATION FROM BUILDING I NLET TO CONTROLLING FIXTURE 20 FT 1 13 18 0 5.1 LAVATORY 9 X 1.0 1.0 9.0 9.0 DIFFERENCE IN ELEVATION FROM MAIN TO BU ILDING INLET -10 FT 3/4 6 7 0 4 URINAL, 0.125 GPF F.V. 4 X 4.0 2.0 16.0 8.0 SIZE OF WATER SERVICE (DIAMETER) 4 IN 1/ 2 2 1 0 2.8 WATER CLOSET, 1.28 GPF F.V. 15 X 5.0 4.0 75.0 60.0 BUILDING WATER DEMAND 68 GPM PIPE SIZE ( IN) GPM FU (FT) FU (FV) VELOCITY (FT/S) FIXTURE TYPE (PUBLIC) QUA. X DWSFU DFU WSFU

SUB-TOTAL
DFU
SUB-TOTAL INFORMATION NEEDED FOR WATER SERVICE SIZING FRICTION LOSS 5 PSI PER 100 FEET, MAXIMUM VELOCITY OF 8 FEET/SECOND DOMESTIC WATER GPM LOAD CALCULATION (CPC TABLE A 103.1) DOMESTIC COLD WATER PRESSURE CALCULATION DOMESTI C COLD WATER PIPE SIZING (PER CPC TABLE A-2 & CHART A-4) 5" 4.49 x 21.9693... = 98.6422... 171301
4" 3.682 x 21.9693... = 80.8910... 101768
3" 2.864 x 21.9693... = 62.9201... 52630
2 1/2" 2.32 x 21.9693... = 50.9688... 30277
2" 1.943 x 21.9693... = 42.6863... 19010
1 1/2" 1.554 x 21.9693... = 34.1403... 10576
1 1/4" 1.328 x 21.9693... = 29.1752... 7001
1" 1.077 x 21.9693... = 23.6609... 4040
3/4" 0.86 x 21.9693... = 18.8936... 2238
1/2" 0.66 x 21.9693... = 14.4997... 1117
D Q

OD ID GAS CAPACITY IN CFH
NOMINAL ACTUAL 1/0.381

POLYETHYLENE POWER OF

1.160555645 x 18.93 21.96931837

0.206

TO POWER

2.060214...
125.54948 / 60.94 = 2.0602...
388.09 - 262.44 = 125.65 X 0.9992 = 125.54948 (Cr)(L)
P1² P2² Y

0.6094 x 100 = 60.94
Cr x L (Cr)(L)
P2 = 1.5 + 14.7 = 16.2 262.44
P2²
press drop = 3.5
P1 = 5 + 14.7 = 19.7 388.09
P1²
2022 CALIFORNIA PLUMBING CODE (CPC) SECTION 1213.3 [NFPA 54:6.4.1] AND
INTERNATIONAL FUEL CODE (IFGC) 402.4

HIGH PRESSURE GAS FORMULA

CONDENSATE PUMP SCHEDULE
ITEM MANUFACTURER MODEL NO. LOCATION TYPE CAPACITY ELECTRICAL OPERATING

WEIGHT (LBS) DESCRIPTION DETAIL

REFERENCE GPM HEAD VOLTAGE AMPS PHASE HP RPM
CP-1 BELL & GOSSETT SERIES 100 BUILDING A IN-LINE 5 9 120 V 2 A 1 1/12 1725 21 IN-LINE THREE-PIECE, LEAD FREE BRONZ E CIRCULATION PUMP 4/6.10 CP-2 BELL & GOSSETT SERIES 100 BUILDING B IN-LINE 5 9 120 V 2 A 1 1/12 1725 21 IN-LINE THREE-PIECE, LEAD FREE BRONZ E CIRCULATION PUMP 4/6.10

GAS WATER HEATER SCHEDULE
ITEM MANUFACTURER MODEL NO. LOCATION STORAGE CAPACITY
(GAL.)

INCOMING CW TEMP
(DEG. F.)

OUTGOING HW TEMP
(DEG. F.)

TEMP RISE
(DEG. F.) VOLTAGE PHASE FLA

RECOVERY
(GAL/HR)

FLUE SIZE
(in) BTUH INPUT EFFICIENCY
(%)

OPERATING

WEIGHT (LBS) DESCRIPTION DETAIL

REFERENCE
GWH-1 A.O. SMITH BTH-150 BUILDING A 100 60 140 80 120 V 1 5 A 223 4" 150,000 98 1,386 COMMERCIAL GAS FIRED WATER HEATE R. PROVIDE WATER HEATER PLATFORM 1/P6.10 GWH-2 A.O. SMITH BTH-150 BUILDING B 100 60 140 80 120 V 1 5 A 223 4" 150,000 98 1,386 COMMERCIAL GAS FIRED WATER HEATE R 1P/6.10 Th
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
111
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
PLUMBING T24

BUILDING A
P0.22
OCH
MONROE ST. POOL REPLACEMENT
PLUMBING T24 BUILDING A
Th
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pr
ag
di
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
112
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
PLUMBING T24

BUILDING B
P0.23
OCH
MONROE ST. POOL REPLACEMENT
PLUMBING T24 BUILDING B
Th
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
113
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
N28°06'40"W 276.45'
N61°53'20"E 94.40'
N59°01'28"W 2.50'
N28°06'40"W 118.11'
N28°06'40"W
N61°53'20"E 267.66'
N59°01'25"W 68.32'
N30°58'32"E 309.77'
N30°58'32"E 69.83'

24.08'
GAYLE
WAY
M

ONROE STREET
3' EASEMENT FOR WATER PIPE LINE

AND INCIDENTAL PURPOSES
RECORDED SEPTEMBER 3, 1954
BOOK 5352, PAGE 348 OF O.R.

EASEMENT FOR CONSTRUCTION AND MAINTENANCE

OF WATER PIPELINES AND INCIDENTAL PURPOSES
RECORDED 0N MARCH 4, 1953 AS BOOK 4769 O.R.

EASEMENT FOR THE SERVICE AND

MAINTENANCE OF SWIMMING POOL

EQUIPMENT AND SOLAR PANELS
RECORDED ON DECEMBER 3, 1984 AS
INSTRUMENT # 84-449709 O.R. FOR

THE CITY OF CARLSBAD

EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED
ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.

FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION
GP
GP

GP GP GP

GP GP GP
GP GP
GP GP
GP
GP
205
205
205
10"
10"
10"
10"
210
205
205
200
200
200
200
205
205
6"
4"
5"
5"
12"
6"
12"
12"
4"
4"
4"
12"
12"
12"
6"x2
M
PD -230
PD -232
PD -232
PD -231
PD -232 M
(E)WATER METER
(E)BUILDING B
(E)BUILDING A
EXISTING 3" MPG

SERVICE BY SDG&E

TO BE DEMOLISHED

AND RELOCATED

KEYNOTE LEGEND

GENERAL DEMOLITION NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING DEMO

SITE PLAN
P0.30
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DEMO SITE PLAN
1" = 20'-0"
PLUMBING SITE PLAN DEMO 04

ITEM DESCRIPTION
PD-230 EXISTING GAS PRESSURE REGULATOR TO BE DEMOLIS HED.

PD-231 EXISTING GAS METER TO BE DEMOLISHED AND RELOC ATED.

COORDINATE WITH GAS COMPANY.

PD-232 EXISTING SITE MEDIUM PRESSURE GAS PIPING TO B E DEMOLISHED

1. LOCATE IN FIELD EXACT LOCATION OF UNDERGROUND GAS PIPING AND SIZE.

2. COORDINATE DEMOLITION OF GAS METER WITH THE GAS COMPANY.

Th
ae
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
114
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5
R E V IT CO N T R O L P O IN T E W - 7 4 7 7 8 5 0 1 . 9 9 4 5 0 9 E le v - 0 ' -0 " NO

PARKING
EV

CHARGING
ONLY

NO PARKING

NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK

OF PEDESTAL TO EOP
3' EASEMENT FOR WATER PIPE LINE

AND INCIDENTAL PURPOSES
RECORDED SEPTEMBER 3, 1954
BOOK 5352, PAGE 348 OF O.R.

EASEMENT FOR CONSTRUCTION AND MAINTENANCE

OF WATER PIPELINES AND INCIDENTAL PURPOSES
RECORDED 0N MARCH 4, 1953 AS BOOK 4769 O.R.
1M 1M
206
208
203
208
207
207
206
208
207
210
205
205
200
200
200
200
205
6"
4"
5"
5"
12"
6"
12"
12"
4"
4"
4"
12"
12"
12"
6"x2
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
R
T
C
C
C
J
3" CW
6" SS -U
4" SS -U
COTG-1
2 1/2" CW
3" SD
3" SD
TD-1
TD-2
I.E. = 204.20
F.F.E. = 206.3
F.F.E. = 207.93
F.F.E. = 207.93
F.F.E. = 208.32
I.E. = 205.07

30.5 DFU

BUILDING B

BUILDING A
I.E. = 204.96
91 DFU

38.5 WSFU
P-0298
P-0298
P-0298
P-0298
P-0298
P-0298
107 WSFU
150 CFH
I.E. = 206.07
900 SQ. FT.

I.E. = 206.07
1200 SQ. FT.

I.E. = 205.86
600 SQ. FT.

DC-1
DC-1
I.E. = 206.43
860 SQ. FT.
3" SD
3" SD
I.E. = 206.43
1120 SQ. FT.

P-0298
P-0298
I.E. = 205.99
4" SS -U
COTG-1
COTG-1
COTG-1
P-0298
3" SD
I.E. = 207.36
200 SQ. FT.

M
(E)WATER
METER
P-0298
3" SD
P-0298
4" SS -U
3" SS -U
3" SS -U
6" ICW

TO SURGE

TANK FOR

REFERENCE
ONLY
RHB-2

KEYNOTE LEGEND

GENERAL NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING SITE
PLAN
P0.40
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING SITE PLAN
1" = 20'-0"
PLUMBING SITE PLAN 04

ITEM DESCRIPTION
P-0298 POC TO CIVIL. FOR CONTINUATION SEE CIVIL DRAW INGS.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
115
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5
R E V IT CO N T R O L P O IN T E W - 7 4 7 7 8 5 0 1 . 9 9 4 5 0 9 E le v - 0 ' -0 " NO

PARKING
EV

CHARGING
ONLY

NO PARKING

NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK

OF PEDESTAL TO EOP
3' EASEMENT FOR WATER PIPE LINE

AND INCIDENTAL PURPOSES
RECORDED SEPTEMBER 3, 1954
BOOK 5352, PAGE 348 OF O.R.

EASEMENT FOR CONSTRUCTION AND MAINTENANCE

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
R
T
C
C
C
J
2" G

BUILDING B

BUILDING A
P-0299
150 CFH EQV-1
M
(E)WATER
METER
P-0299

NEW GAS METER
LOCATION (4,298 CFH)
EQV-1
(E) 3" MPG
2" G

GAS LOAD BREAKDOWN

BUILDING B
POOL HEATER = 1,999 CFH
POOL HEATER = 1,999 CFH
WATER HEATER = 150 CFH

BUILDING A
WATER HEATER = 150 CFH
TOTAL GAS LOAD = 4,298 CFH
TOTAL DEVELOPED LENGTH = 150 FT.
3" MPG BY SDG&E.
2" G
3" MPG
3" MPG

KEYNOTE LEGEND

GENERAL NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING SITE

GAS PLAN
P0.41
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING SITE GAS PLAN
1" = 20'-0"
PLUMBING SITE PLAN 1 04

ITEM DESCRIPTION
P-0299 POC NEW GAS PIPING.

1. LOCATE IN FIELD EXACT LOCATION OF UNDERGROUND GAS PIPING AND SIZE.

2. COORDINATE GAS METER LOCATION AND POINT OF CONNECTION WITH SDG&E..

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
116
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
EF
F. F. = 208.35'
PD -201
PD -201
PD -202
PD -202
PD -203
PD -203
PD -204
PD -201
PD -203
PD -206
PD -204
PD -208
PD -208
PD -208
PD -208
PD -208
PD -208
PD -206
PD -201
PD -201
PD -203
PD -203
PD -222
PD -228
PD -228
PD -125
PD -228
(E)HB
(E) 4"
(E) 4"
(E) 4" SD
(E) 2 1/2"
(E) 4"
(E) 2 1/2"
(E) 4" (E) 4" (E) 4"
(E) 1 1/2"
(E) 2 1/2"
4"
PD -201
PD -210
PD -225
PD -224
PD -230
PD -232
PD -234
PD -234
PD -234
PD -234
PD -234
PD -225
PD -210
PD -210
PD -224
PD -210
PD -210
PD -210
PD -234
PD -210
PD -210
PD -210
PD -210
PD -234
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -219

GENERAL DEMOLITION NOTES
6 7
F
PD -001
PD -230
PD -233

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING DEMO

FLOOR PLAN -

BLDG A & B
P1.01
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DEMO FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
PLUMBING DRAINAGE DEMO FLOOR PLAN - BLDG A 04
1/8" = 1'-0"
PLUMBING DRAINAGE DEMO FLOOR PLAN - BLDG B 11

ITEM DESCRIPTION
PD-001 ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING I N THIS BUILDING ARE TO BE DEMOLISHED AND REMOVED.

PD-125 EXISTING STORM DRAIN PIPING TO REMAIN, PROTEC T IN PLACE.

PD-201 EXISTING WATER CLOSET TO BE DEMOLISHED. DEMOL ISH ALL ASSOCIATED PIPING.

PD-202 EXISTING URINAL TO BE DEMOLISHED. DEMOLISH AL L ASSOCIATED PIPING.

PD-203 EXISTING LAVATORY TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING.

PD-204 EXISTING SINK TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING.

PD-206 EXISTING DRINKING FOUNTAIN TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING.

PD-208 EXISTING SHOWER TO BE DEMOLISHED. DEMOLISH AL L ASSOCIATED PIPING.

PD-210 EXISTING FLOOR DRAIN TO BE DEMOLISHED. DEMOLI SH ALL ASSOCIATED PIPING.

PD-219 EXISTING HOSE BIBB TO BE DEMOLISHED.

PD-222 EXISTING GAS WATER HEATER AND ASSOCIATED EQUI PMENT AND PIPING TO BE DEMOLISHED.

PD-224 EXISTING FLOOR CLEANOUT TO BE DEMOLISHED. PAT CH AND REPAIR AS REQUIRED.

PD-225 EXISTING CLEANOUT TO GRADE TO BE DEMOLISHED.

PD-226 EXISTING VENT THROUGH ROOF TO BE DEMOLISHED.

PD-228 EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.

PD-230 EXISTING GAS PRESSURE REGULATOR TO BE DEMOLIS HED.

PD-232 EXISTING SITE MEDIUM PRESSURE GAS PIPING TO B E DEMOLISHED PD-233 ALL EXISTING GAS PIPING TO BE DEMOLISHED.

PD-234 ALL EXISTING UNDERGROUND SEWER TO BE DEMOLISH ED. SAWCUT AS REQUIRED (TYP).

1. LOCATE EXACT LOCATION OF ALL EXISTING UNDERGROUND POC INVERT ELEVATIONS AND EXISTING UNDERGROUND FOOTING PENETRATIONS.

PROTECT IN PLACE ALL EXISTING UNDERGROUND PENETRATIONS AND SLEEVES FOR FUTURE USE AND RECONNECTION.

2. DEMOLISH ALL OVERHEAD PIPING IN HATCHED BOUNDARY.

3. LOCATE IN FIELD ALL VENT THRU ROOF PENETRATIONS. DEMOLISH, PATCH, AND REPAIR TO MATCH ADJACENT SURFACE AS REQUIRED.

4. REFER TO ARCHITECTURE DRAWINGS FOR SAWCUTTING LOCATIONS.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
117
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
EF
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -226
PD -214
PD -214
PD -228
PD -226
PD -229

GENERAL DEMOLITION NOTES
6 7
F
PD -001

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING DEMO

ROOF PLAN - BLDG
A & B
P1.09
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DEMO ROOF PLAN - BLDG A & B
1/8" = 1'-0"
PLUMBING DRAINAGE DEMO FLOOR - BLDG A 04

ITEM DESCRIPTION
PD-001 ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING I N THIS BUILDING ARE TO BE DEMOLISHED AND REMOVED.

PD-214 EXISTING ROOF DRAIN TO BE DEMOLISHED. DEMOLIS H ALL ASSOCIATED PIPING.

PD-226 EXISTING VENT THROUGH ROOF TO BE DEMOLISHED.

PD-227 EXISTING ROOF DRAIN TO BE REMOVED AND REPLACE D, EXISTING PIPING SHALL REMAIN.

PD-228 EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.

PD-229 EXISTING WATER HEATER FLUE VENT TO BE DEMOLIS HED. PATCH AND REPAIR AS REQUIRED.
1/8" = 1'-0"
PLUMBING DRAINAGE DEMO FLOOR - BLDG B 11

1. LOCATE IN FIELD ALL VENT THRU ROOF PENETRATIONS AND DEMOLISH.

PATCH AND REPAR AS REQUIRED.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
118
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
J
1 2
3 4
ABCD
MULTI

PURPOSE
ROOM
14 MEN'S

RESTROOM
04 STAFF
LOUNGE
03 STAFF
RR
03A
STAFF
SHOWER
03B
LOBBY
01 ADMIN
07 OFFICE
07A

WOMEN'S

RESTROOM
09 FIRST
AID
16 EQUIPMENT

STORAGE
17 P4.01
04 DF-1
MEN'S
SHOWER
06 MEN'S

CHANGING/

LOCKERS
05 CORRIDOR
02 WOMEN'S
SHOWER
11 WOMEN'S
SHOWER
11 P4.01
05 P4.01
14 S-1
COTG-1
3" SD
3" SD
3" SD
3/4" CD
3/4" CD
1/2" CD 4" SS -U
4" SS -U
3/4" CD
FC A 2-3
WCO-2
WCO-2
3/4" CD P-3607
P-3608
P-3610
1/2" CD
1/2" CD
P-3607
3/4" CD P-3607
P-3611
P-3608
1/2" CD
3/4" CD
3/4" CD
P-3608
P-3607
P-3611
3/4" CD
P-3607
P-3608
TD-2
TD-1
P-3619 P-3607
P-3608
3/4" CD 1/2" CD
3/4" CD
1/8" / 1' - 0"
P-3610
3/4" CD
P-0321
3/4" CD
P-3608
P-4102
3" SD
3" OD
P-4202
3/4" CD
P-4102
3" SD
P-3107
2" V
1 1/2" V
P-3607
P-3608
3" SS -U
3" SS -U
3" SS -U

GENERAL NOTES
5 6
7 EF
P4.02
04 ELECTRICAL
21 CORRIDOR/

LOCKERS
20 POOL
PUMP
ROOM
22 STORAGE
19 FAMILY

RESTROOM/
SHOWER
20C
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20E
FAMILY

RESTROOM/
SHOWER
20D

BACKWASH
22A

CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 3" SD
3" SD
COTG-1
6" SS -U
COTG-1
4" SS -U

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING

DRAINAGE FLOOR

PLAN - BLDG A & B
P2.01
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
BUILDING A - PLUMBING DRAINAGE FLOOR PLAN 04
1/8" = 1'-0"
BUILDING B - PLUMBING DRAINAGE FLOOR PLAN 11

ITEM DESCRIPTION
P-0321 POC CONDENSATE PIPING TO MECHANICAL UNIT WITH CONDENSATE TRAP. SEE DETAIL 15/P6.20.

P-3107 SANITARY VENT UP TO VENT THRU ROOF.

P-3607 ROUTE 1/2" PUMPED CONDENSATE DRAIN (PCD) FROM FAN COIL UNIT UP TO ABOVE CEILING. SEE DETAIL 11/P6.20.

P-3608 1/2" PCD IN CEILING SPACE, CONNECT TO TOP QUA DRANT OF GRAVITY FED 3/4" CONDENSATE DRAIN. SEE DETAIL 11/P6.20.

P-3610 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE C ONNECTION TO LAVATORY TAILPIECE. SEE DETAIL 02/P6.20.

P-3611 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE C ONNECTION TO SINK TAILPIECE.

P-3619 CONDENSATE DOWN IN WALL TO POINT OF DISCHARGE OVER FLOOR SINK WITH MIN 2" AIR GAP.

P-4102 STORM DRAIN DOWN FROM ROOF ABOVE.

P-4202 OVERFLOW DRAIN DOWN FROM ROOF ABOVE.

1. COORDINATE WITH POOL CONSULTANT ALL PLUMBING POINT OF CONNECTIONS. REFER TO POOL EQUIPMENT DRAWINGS FOR MORE
INFORMATION.

Th
ae
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co
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pr
ag
di
th
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
119
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
EF
MULTI

PURPOSE
ROOM
14 MEN'S

RESTROOM
04 STAFF
LOUNGE
03 STAFF
RR
03A
STAFF
SHOWER
03B
LOBBY
01 ADMIN
07 OFFICE
07A
FIRST
AID
16 EQUIPMENT

STORAGE
17 P4.01
12 P4.01
11 P4.01
15 2 1/2" CW
P-2116
DF-1
S-1
MEN'S

CHANGING/

LOCKERS
05 ELEC.
14A

WOMEN'S
SHOWER
11 EXTERIOR

STORAGE
18 WOMEN'S

RESTROOM
09 STORAGE
09A
IMB-1
1 1/2" HW
2 1/2" CW
SH-1
SH-1
SH-2
TD-1
TD-2
TP-1
TP-1
TP-1
3/4" HWR
3/4" HW
3/4" CW
EQV-1
TP-1
TP-1
P-2501
P-2501 P-2501
2 1/2" CW
2 1/2" CW
RHB-2
TP-1
5 6
7 EF
P4.02
14 FAMILY

RESTROOM/
SHOWER
20E
FAMILY

RESTROOM/
SHOWER
20D
POOL
PUMP
ROOM
22 ELECTRICAL
21 KEYNOTE LEGEND

GENERAL NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING WATER &

GAS FLOOR PLAN -

BLDG A & B
P3.01
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B
1/8" = 1'-0"
BUILDING A - PLUMBING WATER AND GAS FLOOR PLAN 04
1/8" = 1'-0"
BUILDING B -PLUMBING WATER AND GAS FLOOR PLAN 11

ITEM DESCRIPTION
P-2116 3/4" COLD WATER UP THROUGH ROOF.

P-2501 1/2" TRAP PRIMER COLD WATER LINE BELOW FLOOR (TYP.)

1. COORDINATE WITH POOL CONSULTANT ALL PLUMBING POINT OF CONNECTIONS. REFER TO POOL EQUIPMENT DRAWINGS FOR MORE
INFORMATION.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
120
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 2
3 4
ABCD
EF
HB-1
P-2115
3" RD-1
3"
RD-2
3"
RD-1
RD-1 3"
P-3108
P-3108
P-3108
P-3108
3" V
2" V
2" V
1 1/2" V
P-3108
P-3108
P-3108
P-3108
3" V
2" V
2" V
2" V

EXISTING

OVERFLOW

SCUPPER

EXISTING

OVERFLOW

SCUPPER

GENERAL NOTES
5 6
7 EF
GPR-2
GPR-2
GPR-1
3"
3"
RD-2
RD-2
(150 CFH)
(1,999 CFH)
2" G
2 1/2" G
2 1/2" G
P-3108
3" V
(1,999 CFH)
P-3108
4" V

KEYNOTE LEGEND

LOCATIONS SHOWN FOR POC'S TO MECHANICAL UNITS ARE
APPROXIMATE. COORDINATE EXACT ROOF PENETRATION AND ROUGH-

IN LOCATIONS AND REQUIREMENTS WITH THE INSTALLING MECHANICAL HVAC CONTRACTOR PRIOR TO INSTALLATION. SEE MECHANICAL
DRAWINGS FOR ADDITIONAL INFORMATION.

1. ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING ROOF

PLAN - BLDG A & B
P3.09
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING ROOF PLAN - BLDG A & B
1/8" = 1'-0"
BUILDING A - PLUMBING ROOF PLAN 04
1/8" = 1'-0"
BUILDING B - PLUMBING ROOF PLAN 11

ITEM DESCRIPTION
P-2115 3/4" COLD WATER UP FROM BELOW TO SERVE HOSE B IBB COMPLETE WITH SHUTOFF VALVE.

P-3108 VENT THROUGH ROOF WITH VANDAL PROOF VENT CAP. SEE DETAIL 17/P6.20.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
121
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
WP
1 BC
L-1
L-1
L-1
FD-2
FD-1
FD-1

WOMEN'S

RESTROOM
09 WOMEN'S
SHOWER
11 STORAGE
09A
COTG-1
WCO-12" SS -U
4" SS -U
2" V
2" SS
-U
WCO-1
S-2
WC-1
WC-1
WC-1
WC-2
WC-2
4" SS -U
3/4" CD
3" SD
3/4" CD
FC A 2-5
FC A 2-4
4" SS -U
WCO-1
WCO-1
FD-2 FD-2
SH-1
SH-1
SH-2
FD-2
FD-2
FD-2
SH-1
SH-1
P-3107
2" V
1 BC
FD-2
WC-1
WC-1
WC-1
WC-2
FD-1
WC-2

WOMEN'S
SHOWER
11 WOMEN'S

RESTROOM
09 WOMEN'S
SHOWER
11 STORAGE
09A
1" TW
2 1/2" CW
1 1/2" HW
3/4" HWR
3/4" CW
3/4" HW
2 1/2" CW
1" CW
2" CW
WHA-1
MV-1
MV-2
3/4" CW
3/4" HW
3/4" HWR
1" HW

SEISMIC JOINT,

PIPING OFFSET

FOR CLARITY
04 P6.20
S-2
MV-1
FD-1
L-1
(TYP 3)
WHA-1
TP-1
P-2108
2 1/2" CW
3/4" HW
3/4" CW
WHA-2
TP-1
FD-2 FD-2
SH-1SH-1
SH-2
FD-1
FD-2
FD-2
SH-1
SH-1
3 L-3
WC-2
FD-1
FD-2
FD-1
STAFF
RR
03A
STAFF
SHOWER
03B
SH-2
WCO-1
4" SS -U
3" SS -U
3" SS -U
2" V
2" V
3" SS -U
4" SS -U
2" SS -U
3/4" CD
3/4" CD
FC A 1-1
3 L-3
WC-2
FD-1
FD-2
FD-1
STAFF
RR
03A
STAFF
SHOWER
03B
MV-1
SH-2
3/4" TW
WHA-1
TP-1
(TYP 2)
2 1/2" CW
3/4" HWR
2 1/2" CW
1 1/2" HW
3/4" HWR
1 1/2" HW
1 1/2" CW
SH-1
BC
FD-2 L-1
L-1
L-1
FD-1
UR-1
UR-1
UR-2
WC-2
WC-2
S-1
CP-1
FS-1
FD-1
MEN'S

CHANGING/

LOCKERS
05 MEN'S
SHOWER
06 MEN'S

RESTROOM
04 MULTI

PURPOSE
ROOM
14 ELEC.
14A
1" TW
1 1/2" HW
3/4" CW
2 1/2" CW
3/4" HWR
1" CW
1 1/2" HW
3/4" TW
1" CW
1 1/2" HW
2 1/2" CW
3/4" CW
1 1/2" HW
1" TW
WHA-2
TP-1
WHA-1
TP-1
MV-2
WHA-1
MV-1
04 P6.10
09 P6.20
2" G
MV-1
1 1/2" HW
GWH-1
ET-1
2 1/2" CW
2" G
EQV-1 14
P6.10 2" G
2" G
2" CW
3/4" HW
3/4" CW
3/4" TW
3/4" TW 2" CW
SH-1
SH-1
SH-2
P-2108 2 1/2" CW
TP-1
P-0311
4 BC
FD-2
L-1
L-1
L-1
FD-1
S-1
FS-1
GWH-1
FD-1
MEN'S

CHANGING/

LOCKERS
05 MEN'S
SHOWER
06 MEN'S

RESTROOM
04 MULTI

PURPOSE
ROOM
14 ELEC.
14A
SH-2
SH-1
SH-1
2" SS -U
4" SS -U4" SS -U
4" SS -U
UR-1
UR-1
UR-2
WC-2
WC-2
4" SS -U
3" SS -U
3/4" CD 3/4" CD
FC A 1-3
FC A 1-2
WCO-1
WCO-1
P-3619
P-3607
P-3608
3/4" CD
1/2" CD
P-3109
2" V
P-3107
P-3105
P-3105
P-3105
04 P6.10
P-3010
P-3010
P-3010
P-3010
P-3010
P-3010
P-3109
2" V
P-4102
3" SD
3" SS -U
2" SS -U
3/4" CD P-3607
P-3611
P-3608
1/2" CD
3/4" CD
3/4" CD
P-3004
4" SS
3" SS -U
4" SS -U 4" SS -U
2" VBF
P-3107
3" V

GENERAL NOTES

KEYNOTE LEGEND

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING

ENLARGED PLANS -
BLDG A
P4.01
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING ENLARGED PLANS - BLDG A
1/4" = 1'-0"
ENLARGED WOMEN'S RESTROOM / LOCKERS DRAINAGE PLAN 04
1/4" = 1'-0"
ENLARGED WOMEN'S RESTROOM / LOCKERS WATER PLAN 11
1/4" = 1'-0"
ENLARGED STAFF RESTROOM / SHOWER DRAINAGE PLAN 14
1/4" = 1'-0"
ENLARGED STAFF RESTROOM / SHOWER WATER PLAN 15
1/4" = 1'-0"
ENLARGED MEN'S RESTROOM / LOCKERS WATER PLAN 12
1/4" = 1'-0"
ENLARGED MEN'S RESTROOM / LOCKERS DRAINAGE PLAN 05

ITEM DESCRIPTION
P-0311 POC GAS PIPING TO WATER HEATER WITH SHUTOFF C OCK. REFER TO DETAIL 03/P6.20 FOR SEDIMENT TRAP DETAIL.

P-2108 COLD WATER DOWN IN WALL TO FULL-SIZE HEADER W ITH SHUT-OFF BALL VALVE ON DROP BEHIND ACCESS PANEL.

P-3004 SANITARY SOIL/WASTE DOWN TO BELOW FINISHED FL OOR WITH CLEANOUT AT BASE.

P-3010 2" WASTE DOWN, 1-1/2" VENT UP.

P-3105 PROVIDE CLEANOUT ABOVE URINAL FLUSH VALVE ASS EMBLY.

P-3107 SANITARY VENT UP TO VENT THRU ROOF.

P-3109
P-3607 ROUTE 1/2" PUMPED CONDENSATE DRAIN (PCD) FROM FAN COIL UNIT UP TO ABOVE CEILING. SEE DETAIL 11/P6.20.

P-3608 1/2" PCD IN CEILING SPACE, CONNECT TO TOP QUA DRANT OF GRAVITY FED 3/4" CONDENSATE DRAIN. SEE DETAIL 11/P6.20.

P-3611 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE C ONNECTION TO SINK TAILPIECE.

P-3619 CONDENSATE DOWN IN WALL TO POINT OF DISCHARGE OVER FLOOR SINK WITH MIN 2" AIR GAP.

P-4102 STORM DRAIN DOWN FROM ROOF ABOVE.

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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
122
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
J

GENERAL NOTES

KEYNOTE LEGEND
5 6
7 EF
1 1/4" TW
1 1/4" TW
2" CW
2" CW
L-3
FD-1
WC-2
WHA-1
TP-1
(TYP 2)
WC-2
TP-1
(TYP 2)
SH-2
L-3
L-3
WHA-1
DF-1
WC-2
WHA-1
TP-1
(TYP 2)
WC-2
TP-1
(TYP 2)

ELECTRICAL
21 CORRIDOR/

LOCKERS
20 FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E
FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C
L-2
SH-2
WC-2
TP-1 (TYP 2)
ET-1
1 P6.10
L-3
CP-2
1 1/2" TW
2" CW 3/4" TW
3/4" CW
ETP-1
1 1/2" HW
1 1/2" TW
1 1/4" TW
3" CW
3/4" HWR
2" CW
BFP-1
MV-3
RHB-1
POOL
PUMP
ROOM
22 STORAGE
19 3/4" HWR
1 1/2" HW
2" CW
3/4" HWR 1" G
EES-1
EES-1
MS-4
1 1/2" HW
2" CW
2" CW
3/4" MPG
1" MPG
ETP-1
4 P6.10
1" MPG
3" "CLA -VAL

FILL SYSTEM
6" ICW 6" ICW
P-0014
3" CW
BYPASS
2" CW
FD-2
FD-2
FS-1
EQV-1

GAS METER LOCATION
1" G
2 1/2" G
2 1/2" G
1" ICW
3" CW
P-0415
P-0415
P-2101
1" MPG
1 1/4" CW
1 1/2" HW
3/4" HWR
3/4" CW
1 1/2" TW
1 1/2" TW
3/4" CW
GWH-2
FD-2
MV-2
3/4" HWR
1 1/2" HW
1 1/4" CW
1" G
FS-1
MS-1
MS-2
3/4" TW
1 1/2" TW
5 6
7 EF
L-3
SH-2
SH-2
L-3
L-2
L-3
L-3
SH-2
WC-2

CORRIDOR/

LOCKERS
20 ELECTRICAL
21 FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C
FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E
6" SS -U
4" SS -U 4" SS -U
2" SS -U2" SS -U
6" SS -U
POOL
PUMP
ROOM
22 CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 BACKWASH
22A
PUMP
PIT
22B
2" V
2" V
2" V
MS-4
EES-1 EES-1
WC-2WC-1 WC-1
FCO-1
DF-1
WC-1
FD-1
WC-2
4" SS -U
2" SS -U
2" SS -U
2" SS -U
2" SS -U2" SS -U
2" V 2" V 2" V
4" SS -U
4" SS -U
4" SS -U
4" SS -U
2" V
2" V
2" SS -U
2" SS -U
4" SS -U
2" SS -U
DC-1
3" OD
DC-1
3" OD
6" SS -U
3" V
3" V

SUMP PUMP BY
POOL CONSULTANT.

REFER TO SHEET
MR -1 FOR MORE

INFORMATION
3" SD
3" SD

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING

ENLARGED PLANS -
BLDG B
P4.02
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING ENLARGED PLANS - BLDG B

ITEM DESCRIPTION
P-0014 POINT OF CONNECTION 3" INDUSTRIAL COLD WATER TO FILL TO SURGE. FOR CONTINUATION REFER TO POOL CONSULTANT
DRAWINGS.

P-0415 ROUGH-IN AND CONNECT INDUSTRIAL COLD WATER TO POOL BOILERS. REFER TO POOL DRAWINGS FOR MORE INFORMATION.

P-2101 COLD WATER UP ON EXTERIOR NEXT TO WALL TO 3'- 0" ABOVE FINISHED FLOOR WITH SHUT-OFF BALL VALVE ON RISE.
1/4" = 1'-0"
BUILDING B - ENLARGED PLUMBING WATER FLOOR PLAN 14
1/4" = 1'-0"
BUILDING B - ENLARGED PLUMBING DRAINAGE FLOOR PLAN 04
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
123
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
NOTE:

TERMINATIONS 10'-0" OR LESS FROM A WALL OR PARAPET REQUIRE A CHIMNEY TO EXTEND 2'-0" MIN. ABOVE A WALL OR PARAPET. NO HEIGHT ABOVE PARAPET REQUIRED WHEN DISTANCE FROM WALLS OR PARAPET IS MORE THAN 10'-0".

RAIN CAP

ROOF FLASHING JACK,

SEE SPECIFICATIONS
ROOF

CONCENTRIC

VENT THRU ROOF

SEE ARCHITECTURAL

DRAWINGS FOR ROOF

CONSTRUCTION
INTAKE/COMBUSTION AIR.

SEE PLANS FOR PIPE SIZE
EXHAUST AIR. SEE

PLANS FOR PIPE SIZE

CONCENTRIC WYE

FITTING
1" (20 GA.) SHEET METAL

STRAP WRAPPED TAUGHT

AROUND VENT, SCREWED
TOGETHER WITH #10 S.M.S.
#10 SMS, MIN.
1 EACH SIDE

OF VENT
HEIGHT
1'-6"

MINIMUM

ANODELESS

TRANSITION RISER

POLYETHYLENE PIPE,

SEE SPECIFICATIONS

WARNING TAPE
18" ABOVE PIPE -
"CAUTION: BURIED
GAS LINE BELOW"

FINISHED GRADE LEVEL

BUILDING

EXTERIOR

WELDED SCHEDULE
40 GALVANIZED STEEL

PIPE ABOVE GRADE
BALL VALVE, (TYP.)

DIELECTRIC
UNION, (TYP.)
TRACER WIRE NO.10
COPPER (THW.)

EARTHQUAKE SHUT-

OFF VALVE (PACIFIC

SEISMIC PRODUCTS)

ROUTE GAS PIPING

TIGHT TO WALL AS

CLOSE AS POSSIBLE

MEDIUM PRESSURE
GAS TO BUILDING.

SEE PLANS FOR SIZE
3/8" THREADED ROD, WITH
STIFFENER PER 09D/S6.92.

LOCKING NUT

SUPPORT NUT

HEAVY DUTY CLEVIS HANGER
14 GAGE ZINC COATED SADDLE
HARD INSULATION (1" THICK)

FULL LENGTH OF SADDLE
2" MIN.

HEX NUT W/ 1/4" SQUARE

WASHER TOP AND BOTTOM

STRUT CLAMP OR U BOLT
UNISTRUT P1001.

PIPE (SEE PLANS FOR SIZES)

UPPER ATTACHMENT,
REFER TO 12/S-6.91
HANGER ROD SIZES & SUPPORT SPACING (PER CMC 313.3&313.6)

PIPE TYPE PIPE SIZE HORIZONTAL

PIPE SPACING

VERTICAL PIPE

SPACING
ROD
SIZE
COPPER
1/2"- 1-1/2"
2" - 4"
6'
8'
6'
8'
3/8"
3/8"
NOTES:

1. SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18" FRO M JOINT.

2. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION.

3. VERTICAL WATER LINES SHALL BE PERMITTED TO BE SU PPORTED IN ACCORDANCE WITH

RECONGNIZED ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION, WHERE FIRST APPROVED BY THE AUTHORITY HAVING JURISDICTION.

4. HANGERS SHALL NOT BE PLACED ON THE COUPLING.

UNISTRUT P1000 W/ P1354. FOR SEISMIC BRACING
ATTACHEMENT TO STRUCTURE ABOVE, REFER TO 03/S-6.91.

CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SEISMIC

BRACING TO DESIGN TEAM TO CONFIRM INTENT OF TYPICAL

SEISMIC BRACING DETAIL AND FOR SITE SPECIFIC CONDITIONS NOT INDICATED ON TYPICAL DETAIL.
(TYP)
5" - 6" 8' 8' 1/2"
1 11
2 3
1 2
3 4
5 6
7 8
9 10
11 12
1 4
5 6
7 9
8 11 11
12 10 10
12 TRANSVERSE

SPACING
20'-0"
14'-0"
10'-0"

LONGITUDINAL

SPACING
30'-0"
18'-0"
13'-0"

SEISMIC ANCHORAGE REQUIREMENTS
INSTALLATION NOTES:

1. MOUNT CHANNELS ON BLOCKING AS SHOWN.

2. INSTALL STRAPPING WITHIN UPPER ONE-THIRD AND

LOWER ONE-THIRD OF VERTICAL WATER HEATER
DIMENSION.

GALVANIZED SHEET

METAL PAN WITH DRAIN
TO FLOOR SINK, (TYP.)
ET-1
CP-1

SHUT-OFF

VALVE (TYP)

UNION (TYP)
CHECK

VALVE (TYP)

COLD WATER SUPPLY
AQUASTAT "MH" NO. L4006A,
SET TO START PUMP @ 130°F
AND STOP @ 140°F
7 DAY TIMECLOCK

AND WIRING BY

ELECTRICAL (TYP)

AIR RELEASE VALVE WITHIN
4 FEET OF THE PUMP

HOSE BIBB WITH

VACUUM BREAKER
(140°HW)
(120°HWR) HOT WATER AND HOT WATER

RETURN LINES (SEE PLANS FOR

EXACT SIZE AND LOCATION)
(CW)
4" EXHAUST

SEE CONCENTRIC VENT

THRU ROOF DETAIL FOR

CONTINUATION

EXPANSION TANK ANCHORAGE DETAIL
3/8" HEX HEAD CAP SCREW

WITH CHANNEL NUT WITH

SPRING BY UNISTRUT

EXPANSION TANK, HUNG FROM
ABOVE BY 3/4" PIPE AND
SUPPORTED BY 1" WIDE x 16
GAGE STRAP.

MAX. WEIGHT. = 65 LBS.

UNISTRUT P1000 OVER MIN. 2
STUDS WITH #14 S.M.S. TO STUD

SPILL PRESSURE TEMPERATURE

RELIEF VALVE TO FLOOR SINK,
(TYP. FOR 2)

ANCHOR QUANTITY, SIZE AND

SPACING PER STRUCTURAL
8" HIGH CONCRETE

HOUSEKEEPING PAD
HOLDRITE NO. QS-120 WATER

HEATER RESTRAINT, ANCHOR TO
WALL PER DETAIL 01/S6.92.
(TYP. FOR 2)

BALL VALVE WITH PLUG

AT WATER HEATER DRAIN
OUTLET, (TYP. FOR 2)

FINISHED FLOOR

CONNECT FLEXIBLE DRAIN HOSE

TO BARB FITTING, DRAIN TO
FLOOR SINK, (TYP. FOR 2)
4" AIR INTAKE
1/2"PVC,

SPILL CONDENSATE TO

FLOOR SINK

ACID NEUTRALIZER
GWH-1
THERMOMETER, (TYP.)

EXHAUST / CONDENSATE ELBOW

SEE EXPANSION

TANK ANCHORAGE
DETAIL.

P6.20
09 ROOF DECK

ROOFING

CAST-IRON STRAINER

FLASHING COLLAR
& GRAVEL STOP
48" SQUARE LEAD

FLASHING
LPA

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING DETAILS
P6.10
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DETAILS
NTS
CONCENTRIC VENT THRU ROOF DETAIL 11
NTS
BUILDING GAS RISER DETAIL 14
NTS
PIPE HANGER DETAIL 02
NTS
CONDENSING TYPE GAS FIRED WATER HEATER DETAIL 04
N.T.S.

ROOF DRAIN 16
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
124
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
3" MIN.

GAS BALL VALVE,

SEE SPECIFICATIONS

FULL LINE SIZE

TEE FITTING

SEDIMENT TRAP

THREADED CAP
NIPPLE
INLET

TO EQUIPMENT

FINISHED FLOOR
3/4" BRAIDED

STAINLESS STEEL
HOSE

SINK OR LAVATORY

ESCUTCHEON
(TYP.)
WALL

CHROME PLATED

TAILPIECE WITH
DRAIN CONN.

HOSE CLAMP
(TYP.) "P" TRAP

COUNTERTOP

CABINET DOOR

RECESSED

TOE KICK

CONDENSATE

DRAIN IN WALL

WASTE DRAIN

IN WALL
LPA

VENT UP

IN WALL
1 2
3 28.00

35.00 31.00

33.00 29.50

27.50 22.50
285 25.00
450
570 20.00
167 26.00

23.50 251

19.50 243 22.00

24.00 267

18.75 572 22.50
487 18.75
SPRING (1)
FORCE LBS.
1 SIDE
1 SIDE

SEISMIC CONNECTOR L-LOOP COPPER SWEAT
ALLOWABLE MOVEMENT +/- 4" IN ALL PLANES
COPPER 90 DEGREE ELBOW

BRONZE HOSE AND BRAID

FEMALE COPPER SWEAT
OAL
L L
34 40
70 65
80 86
44 127
93 4"
OAL
(IN.) 1½"
1¼"
2"
2½"
3"
1/2"
1"
PIPE
SIZE
3/4"
OPER.

PRESS.

L L
(IN.)

16.00 L-41SB4-050

ME PRODUCTS
MODEL NO.

L-41SB4-075
L-41SB4-100
L-41SB4-125
L-41SB4-150
L-41SB4-200
L-41SB4-250
L-41SB4-300
L-41SB4-400

PIPING SHALL BE ANCHORED ON EACH SIDE

OF BUILDING SEPERATION TO TRANSMIT

MOVEMENT TO THE FLEX ASSEMBLY

FLEXIBLE METAL

HOSE ASSEMBLY
1 2
3 BUILDING SEISMIC SEPERATION JOINT
TOTAL

MOVEMENT
(1) SPRING FORCE CALCULATED AT 150 PSI

SLOPE TO DRAIN
LOCATION. SEE PLANS
FOR CONTINUATION.

DIELECTRIC UNION
(IF REQUIRED)

MECHANICAL
UNIT

FLEXIBLE

CONNECTION
TYPE "M" COPPER TUBING

WITH WROUGHT COPPER

FITTING

CLEANOUT PLUG
(THREADED)

VENT SAME

SIZE AS DRAIN

CEILING
MIN.
3".
3/4"

OVERFLOW

DRAIN PLUG

PROVIDE MOISTURE SENSOR KILL
SWITCH IN CONDENSATE PAN.

COORDINATE WITH CONTROLS
LPA
NOTES:

1. INSULATE ALL FITTINGS, VALVES, CHECK VALVE, PIPE AND PUMP BODY. EXTEND MEASUREMENT PORT TO EXTERIOR OF INSULATION.

2. RECIRCULATION BOOSTER PUMP SHALL BE LEAD-FREE CO NSTRUCTION.

3. 7-DAY PROGRAMMABLE TIMER SHALL BE SET TO ALLOW P UMP OPERATION ONLY DURING OCCUPIED HOURS.

4. AQUASTAT CONTROLLER SHALL BE SET TO DISENGAGE TH E PUMP WHEN THE RETURN WATER TEMPERATURE IS ABOVE 105 F OR AS ALLOWED BY LOCAL ENERGY CODE.

5. PROVIDE AUTOMATIC AIR VENT AS REQUIRED BY LOCAL ENERGY CODE TO REDUCE CAVITATION. ROUTE DRAIN LINE TO APPROVED DRAINAGE RECEPTOR.

INSTALL AIR VENT WITHIN 48" OF PUMP INLET AS REQUIRED TO REDUCE AIR POCKETS.

THERMOMETER, (TYP.)

HOT WATER
RETURN

HOT WATER RETURN

TO WATER HEATER
UNION, (TYP.)
SWING
CHECK
VALVE
.
.

ACORN MODEL 8126-LF

HOSE BIBB WITH

VACUUM BREAKER
CP-1

AQUASTAT BULB

IN THERMOWELL
BALL VALVE (TYP.)

CROSS FITTING

AQUASTAT

CONTROLLER
DIGITAL 7-DAY PROGRAMMABLE TIMER

AQUASTAT BULB IN THERMOWELL
120V
POWER

CAPILLARY

PRESSURE AND

TEMPERATURE
TEST TAP (TYP.)

AUTOMATIC AIR VENT ON
6" STEM AT HIGH POINT
1/4" TUBING ROUTED TO

APPROVED RECEPTOR

AS REQUIRED
HEIGHT

CLEANOUT

TYPE 'L' COPPER WITH

WROUGHT COPPER FITTINGS
.
1/8" FT.

POSITIVELY ATTACH TUBING TO
"Y" FITTING WITH HOSE CLAMP
"Y" FITTING

CEILING

ROUTE DRAIN TO

APPROVED LOCATION,

REFER TO PLANS
1/2" PCD (PUMPED

CONDENSATE DRAIN)

CONDENSATE

DRAIN PAN

FACTORY SUPPLIED

CONDENSATE PUMP

MOUNTED IN UNIT

OUTLINE OF WALL

MOUNTED FAN COIL UNIT
1/2" PCD CONNECTION

AT PUMP DISCHARGE

BARE PIPE
REFER TO DETAIL #X/A8.XX

FOR ALL FLASHING AND

INSULATION INFORMATION
TYP. ROOFING

ASSEMBLY, REFER
TO DETAIL #X/A8.XX

DECK ASSEMBLY PER

STRUCTURAL ROOF PLANS

VANDAL-RESISTANT

VENT CAP FOR VTR
(ZURN MODEL Z193)
A
A
NOTE:

MIN. HEIGHT =
0'-6"
MAX. HEIGHT =
1'-6"

DISCONNECT
SWITCH

ITEM INDICATED ON

THE PLUMBING

DRAWINGS AND

SPECIFIED IN THE

PLUMBING SECTIONS
OF THE
SPECIFICATIONS.
120V/1 PH/60HZ

LINE VOLTAGE

WIRING & CONDUIT
P

ITEM INDICATED ON THE

ELECTRICAL DRAWINGS

AND SPECIFIED IN THE

ELECTRICAL SECTIONS
OF THE
SPECIFICATIONS.

E
E
E
CIRC. PUMP

MOTOR P CIRCULATING PUMP

WITH INTEGRAL TIME

SWITCH AND
AQUASTAT CONTROL.

P
LPA

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PLUMBING DETAILS
P6.20
OCH
MONROE ST. POOL REPLACEMENT

PLUMBING DETAILS
NTS
02 CONDENSATE DRAIN TO TRAP DETAIL
NTS
04 SEISMIC JOINT DETAIL - WATER
N.T.S.

CONDENSATE DRAIN W/ KILL SWITCH 15
12" = 1'-0"
SEDIMENT TRAP DETAIL 03
NTS
09 CIRCULATION PUMP INSTALLATION SCHEMATIC
NTS
FAN COIL CONDENSATE PUMP PIPING DETAIL 11
NTS
VENT THRU ROOF DETAIL 17
N.T.S. HOT WATER RECIRC. PUMP
WIRING DIAGRAM 18
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NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

No. M31731Exp.06/30/2015
06/30/2025
256
203
125
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ABBREVIATIONS
4S/DP
ACT
ADA
A.F.F.

A.F.G.

AWG
AMP, A
A.I.C.

AF/AT
AHJ
AS/AF
ATS
AVG
4" SQUARE BY 2 1/8" DEEP BOX

ACOUSTICAL CEILING TILE

AMERICAN WITH DISABILITIES ACT

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMERICAN WIRE GAUGE
AMPERE

AMPERES INTERRUPTING CAPACITY (SYMMETRICAL)

AMP FRAME, AMP TRIP

AUTHORITY HAVING JURISDICTION

AMP SWITCH, AMP FUSE

AUTOMATIC TRANSFER SWITCH

AVERAGE
BDF
BR
BLDG

BUILDING DISTRIBUTION FRAME
BRANCH

BUILDING
CEC
CIRC., CKT.

CB
CSFD
C.

C.O.

CONN
CPT
CLCB
CLF
CT

CALIFORNIA ELECTRICAL CODE

CIRCUIT

CIRCUIT BREAKER

COMBINATION SMOKE FIRE DAMPER

CONDUIT

CONDUIT ONLY, COMPLETE WITH PULLSTRING

CONNECTED

CONTROL POWER TRANSFORMER

CURRENT LIMITING CIRCUIT BREAKER

CURRENT LIMITING FUSE

CURRENT TRANSFORMER
(D)
DIA
DISC
DIST

EXISTING TO BE DEMOLISHED

DIAMETER

DISCONNECT

DISTRIBUTION
E.C.

EMS
EMT
ENT
EWC
E.P.O.

E-O-L
EF
E/G
EP
(E)
(ER*)

ELECTRICAL CONTRACTOR

ENERGY MANAGEMENT CONTROL SYSTEM

ELECTRICAL METALLIC TUBING

ELECTRICAL NON -METALLIC TUBING

ELECTRIC WATER COLLER

EMERGENCY POWER OFF

END -OF -LINE CIRCUIT TERMINATOR

EXHAUST FAN

EQUIPMENT GROUND (GREEN)

EXPLOSION PROOF

EXISTING EQUIP TO REMAIN
EXISTING EQUIP TO BE RELOCATED (*CORRESPONDS TO

NEW LOCATION)
FT or '
FA
FLA
FEET

FIRE ALARM

FULL LOAD AMPS
GRD
GFCI
GFP
GEC
GROUND

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT PROTECTION

GROUNDING ELECTRODE CONDUCTOR
HACR
HOA
HVAC
H., W., D., L.

HID
HP
HPS

HEATING AIR CONDITIONING REFRIGERATION

HAND -OFF -AUTO

HEATING, VENTILATING AND AIR CONDITIONING

HEIGHT, WIDTH, DEPTH, LENGTH

HIGH INTENSITY DISCHARGE

HORSEPOWER

HIGH PRESSURE SODIUM
IN. or "
I/G
IDF
INCHES

OSOLATED GROUND

INTERMEDIATE DISTRIBUTION FRAME

JBOX JUNCTION BOX
K
KCMIL
KVA
KW
KWH

DEGREE KELVIN

THOUSAND CIRCULAR MILS

KILOVOLT AMPERES

KILOWATT

KILOWATT HOUR
LCL
L.F.

LTG, LTS
LPS

LONG CONTINUOUS LOAD

LINEAR FEET

LIGHTING

LOW PRESSURE SODIUM
MAX.

MDF
MOCP
MCB
MLO
M.C.

M
M/M
MV
MH
MIN.

MCA
MCC
MCM
MCP
MFR.

MTD
MW

MAXIMUM

MAIN DISTRIBUTION FRAME

MAXIMUM OVERCURRENT PROTECTION

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

MECHANICAL CONTRACTOR
METER

METER MAIN

MERCURY VAPOR

METAL HALIDE

MINIMUM

MINIMUM CIRCUIT AMPS

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILS

MOTOR CIRCUIT PROTECTOR

MANUFACTURER

MOUNTED

MICROWAVE
(N)
NATS
NEC
NEMA
NC
NO
NF
NIC
N.T.S.

NL
NO. or #
NEW

NON AUTOMATIC DISCONNECT

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION

NORMALLY CLOSED

NORMALLY OPENED

NON -FUSED

NOT IN CONTRACT

NOT TO SCALE

NIGHT LIGHT
NUMBER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
%Z
PH. or ~
PC
P.C.

P
PVC
PDU

PRIMARY

PROVIDE
PT
PA

PERCENT IMPEDANCE
PHASE

PHOTOCELL

PLUMBING CONTRACTOR
POWER

POLY VINYL CHLORIDE

POWER DISTRIBUTION UNIT
OVER 600 VOLTS

FURNISH, INSTALL AND CONNECT

POTENTIAL TRANSFORMER

PUBLIC ADDRESS
TC

TEL/DATA
TV
T.V.S.S.

TYP

TIMECLOCK

TELEPHONE AND DATA

TELEVISION

TRANSIENT VOLTAGE SURGE SUPPRESSION

TYPICAL
U.G.P.S.

U.O.N.

U.P.S.

UNDERGROUND PULL SECTION

UNLESS OTHERWISE NOTED

UNINTERRUPTABLE POWER SYSTEM
VAV
V
VA
VD
VFD

VARIABLE AIR VOLUME
VOLTS

VOLT AMPERES

VOLTAGE DROP

VARIABLE FREQUENCY DRIVE
WP
W

WEATHERPROOF
WIRE
XFMR
XX

TRANSFORMER

EXISTING EQUIP TO BE DEMO'D

ABBREVIATIONS
RE

REC, RECEPT
REF
RGS
RMS

REPLACE EXISTING (IN -PLACE)

RECEPTACLE

REFRIGERATOR

RIGID GALVANIZED STEEL

ROOT MEAN SQUARE
SCC
SCS
SFD

SECONDARY
SMACNA
SPD
SQ

SHORT CIRCUIT CURRENT

STRUCTURED CABLING SYSTEM

SMOKE FIRE DAMPER
600 VOLTS AND LESS
SHEET MTL & AIR COND. CONTRACTORS' NATIONAL ASSOC.

SURGE PROTECTION DEVICE
SQUARE
MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE AND "2" INDICATES UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS.

ANNOTATIONS

TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO
SYSTEM GROUND DETAIL.

BRANCH CIRCUIT SYMBOLS
1 3
E-1
XXX-X

XXXXXXXX
XXX
AC-2
A-1,3,5
X X
LV
P
12KV

DELTA CONFIGURATION
DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E -1"
INDICATES SHEET NUMBER.

FEEDER SIZE DESIGNATION

LIGHTING FIXTURE DESIGNATION

KEYNOTE REFERENCE, REFER TO NOTES ON SHEETS, OR AS

DIRECTED

REVISION REFERENCE

WYE CONFIGURATION
GROUND
HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS
INDICATE CIRCUITS. PROVIDE DEDICATED NEUTRAL WIRE FOR
EACH 'HOT' CIRCUIT IN CONDUIT RUN, #12 AWG MINIMUM
UNLESS OTHERWISE NOTED.

CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE
NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS
MINIMUM.

CONCEALED CONDUIT OR BRANCH CIRCUIT ROUTED IN FLOOR
SLAB OR CONCRETE. COORDINATE INSTALLATION WITH GENERAL
CONTRACTOR AND SUPPORT AS REQUIRED. 1/2" CONDUIT (2) #12 AWG CONDUCTORS MINIMUM.

CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4"
CONDUIT MINIMUM WITH (2) 12 AWG CONDUCTORS MINIMUM AND A CODE SIZED EQUIPMENT GROUND.

SURFACE -MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS
OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG
CONDUCTORS MINIMUM. CONDUIT SHALL BE PAINT TO MATCH
ADJACENT SURFACE. COORDINATE COLOR WITH
ARCHITECT/INTERIORS.

CONDUIT STUB OUT, CAP, MARK AND RECORD ON AS -BUILT
DRAWINGS.

CONDUIT CONTINUATION.

FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS
AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH
MANUFACTURER PRIOR TO ROUGH -IN.

CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN
WALL TO FLOOR BELOW.

CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO
FLOOR ABOVE.

EXISTING FEEDER, CONDUIT, WIRE TO BE DEMOLISHED.

LOW VOLTAGE DUCTBANK BELOW GRADE.

POWER DUCTBANK BELOW GRADE, SEE FEEDER TAG(s) FOR
QUANTITY AND SIZE OF CONDUIT AND WIRE.

MEDIUM - HIGH VOLTAGE DUCTBANK BELOW GRADE, WITH
VOLTAGE INDICATED. SEE FEEDER TAG(s) FOR QUANTITY AND SIZE OF CONDUIT AND WIRE.

FLUSH MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL
STRIPS AS REQUIRED.

SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH
TERMINAL STRIPS AS REQUIRED.

DECORATIVE PENDANT
"EM" SHADED OR HALF-SHADED CONNECTION POINT INDICATES
FIXUTRE ON EMERGENCY POWER.

SURFACE MOUNTED EMERGENCY BATTERY PACK.

EXIT SIGN.

POLE MOUNTED LIGHT.

ABOVE-GRADE MOUNTED ADJUSTABLE ACCENT LIGHT.

BOLLARD LIGHT.

WALL STEP LIGHT.

RECESSED MULTI-LAMP ADJUSTABLE DOWNLIGHT.

CONCEALED LINEAR LIGHT STRIP.

SURFACE MOUNTED ADJUSTABLE LINEAR WALLWASHER.

TRACK LIGHT.

WALL MOUNTED FIXTURE.

SURFACE MOUNTED DOWNLIGHT.

RECESSED ADJUSTABLE ACCENT LIGHT.

RECESSED WALLWASHER.

RECESSED DOWNLIGHT.

RECESSED LINEAR WALLWASH.

PENDANT MOUNTED LINEAR.

RECESSED LINEAR OR PERIMETER WALLSLOT.

RECESSED ARCHITECTURAL TROFFER
SURFACE MOUNTED WRAPAROUND.

DECORATIVE SURFACE MOUNTED LIGHT.

STRIP LIGHT (B.O.H.)

RECESSED LENSED TROFFER

LIGHTING SYMBOLS

LIGHTING CONTROLS
KS
ab
ab
ab
WALL MOUNTED OCCUPANCY SENSOR. MOUNTING HEIGHT PER
ADA - UON OR REQUIRED. "xx" INDICATES THE FOLLOWING:
• IO: INFRARED OCCUPANCY SENSOR
• UO: ULTRASONIC OCCUPANCY SENSOR
• DO: DUAL TECHNOLOGY OCCUPANCY SENSOR.
• P: PHOTOCELL
• OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY

OCCUPANCY SENSOR
LETTERS "ab" INDICATE ZONES CONTROLLED.
xx
MZ - #
G
SINGLE POLE SWITCH, MOUNTING HEIGHT PER ADA. SUBSCRIPT
"K" INDICATES KEY OPERATED SWITCH.

MANUAL ON/OFF, DIMMING AND GRAPHIC SCENE SELECT
CONTROL STATION.

LOW VOLTAGE MANUAL ON/OFF, DIMMING AND MULTI BUTTON
ZONE SELECT CONTROL STATION. "#" DENOTES NUMBER OF
ZONES. LETTERS "ab" INDICATE ZONES CONTROLLED.

WALL MOUNTED COMBINATION VACANCY SENSOR AND DIMMER
SWITCH, MOUNTING HEIGHT PER ADA - UON OR REQUIRED.

LETTERS "ab" INDICATES ZONES CONTROLLED. BOTH SWITCH
LEGS TO BE CONFIGURED IN A "MANUAL ON" CONFIGURATION.

CEILING MOUNTED SENSOR. PROVIDE WITH POWER PACK AND
RELAYS FOR PLUG LOAD AND HVAC CONTROL. LETTERS "ab"
INDICATE ZONES CONTROLLED. "xx" INDICATES THE FOLLOWING:
• OS: DUAL TECHNOLOGY OCCUPANCY SENSOR
• P: PHOTOCELL
• OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY
OCCUPANCY SENSOR.
xx
ab

WALL MOUNTED COMBINATION OCCUPANCY SENSOR AND

DIMMER SWITCH, MOUNTING HEIGHT PER ADA - UON OR
REQUIRED. LETTERS "ab" INDICATE ZONES CONTROLLED.
o
v
MS - # LOW VOLTAGE MANUAL ON/OFF, DIMMING AND MULTI BUTTON SCENE SELECT CONTROL STATION. "#" DENOTES NUMBER OF
SCENE. LETTERS "ab" INDICATE ZONES CONTROLLED. ab
ab

SZ LOW VOLTAGE MANUAL ON/OFF AND SINGLE ZONE
DIMMING CONTROL.

DUPLEX RECEPTACLE - MOUNTING HEIGHT PER ADA DETAIL
19/E7.01 OR AS NOTED. "C" INDICATES CONTROLLED RECEPTACLE, MUST BE WITHIN 6' -0" OF UNCONTROLLED RECEPTACLE PER TITLE 24 REQUIREMENTS.

DOUBLE DUPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA
DETAIL 19/E7.01 OR AS NOTED.

DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS.

DOUBLE DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS.

DEDICATED 20A DUPLEX RECEPTACLE, MOUNTING HEIGHT PER
ADA DETAIL 19/E7.01 OR AS NOTED.

DUPLEX RECEPTACLE WITH USB CONNECTORS - MOUNTING
HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED.

DOUBLE DUPLEX RECEPTACLE WITH USB CONNECTORS,
MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED.

EMERGENCY DUPLEX RECEPTACLE - MOUNTING HEIGHT PER ADA
DETAIL 19/E7.01 OR AS NOTED.

NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS

RECEPTACLE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE)
TYPICAL FOR ANY DEVICE IN LEGEND.

SIMPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL
19/E7.01 OR AS NOTED.

SPECIAL RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL
19/E7.01 OR AS NOTED. REFER TO PLAN NOTES.

DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

SIMPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

SPECIAL RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING
HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

DOUBLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER,
MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

DUPLEX, GFCI RECEPTACLE MOUNTED ABOVE COUNTER,
MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

WP INDICATES WEATHERPROOF, REFER TO THE GENERAL
PRODUCT SPECIFICATIONS.

DOUBLE DUPLEX, GFCI RECEPTACLE MOUNTED ABOVE COUNTER,
MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

WP INDICATES WEATHERPROOF, REFER TO THE GENERAL
PRODUCT SPECIFICATIONS.

SIMPLEX RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING
HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

SPECIAL RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING
HEIGHT PER ADA DETAIL 19/E7.01 - UON OR REQUIRED.

WALL MOUNTED JUNCTION BOX. MOUNTING HEIGHT AS NOTED.
4S/DP MINIMUM OR AS REQUIRED BY C.E.C..

JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR
APPLICATION DENOTED ON PLAN. 4S/DP MINIMUM OR AS
REQUIRED BY C.E.C..

SURFACE MOUNTED MULTI -OUTLET ASSEMBLY. REFER TO
GENERAL PRODUCT SPECIFICATIONS. PROVIDE ALL COMPONENTS
NECESSARY FOR A COMPLETE INSTALLATION.

EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL,

PLUMBING OR KITCHEN DRAWINGS FOR SPECIFIC LOAD
REQUIREMENTS OR AS NOTED.

FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER.

REFER TO PANEL SCHEDULE.

SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER.

REFER TO PANEL SCHEDULE.

DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM.

TRANSFORMER, REFER TO SINGLE LINE DIAGRAM.

FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION

MOTOR STARTER/DISCONNECT SWITCH WITH FUSES PER
EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED.

PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE

MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND
STARTER SIZES.

MOTOR STARTER COMBINATION SWITCH WITH HOA SELECTOR
SWITCH, ON "RUNNING LIGHT" RESET AND OVERLOAD
PROTECTION.

NON -FUSED DISCONNECT SWITCH, HP RATED AND
WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO
UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR
DISCONNECT SIZES.

UTILITY COMPANY METER. PROVIDE "CT's" AND "PT's" AS
REQUIRED, REFER TO SINGLE LINE DIAGRAM.

POWER SYMBOLS
J
J
3 T
F
M CT
1 150AF
150AT
3P
60AS
3P
50AF

CLASS J
T
PB POR
J
J

POWER SYMBOLS
CIRCUIT BREAKER, LINE 1 REPRESENTS FRAME SIZE/RATING; LINE 2 REPRESENTS TRIP SIZE/RATING; LINE 3 REPRESENTS NUMBER OF POLES AND LINE 4 REPRESENTS MISCELLANEOUS BREAKER
INFO. (SEE BELOW):

SHUNT = PROVIDE SHUNT TRIP MECHANISM.

HACR = PROVIDE HACR -RATED BREAKER.

GFP = GROUND FAULT PROTECTION
CLCB = CURRENT LIMITING CIRCUIT BREAKER
SS = PROVIDE SOLID STATE CIRCUIT BREAKER
FUSIBLE SWITCH: LINE 1 REPRESENTS SWITCH SIZE/RATING; LINE 2 REPRESENTS NUMBER OF POLES; LINE 3 REPRESENTS FUSE
SIZE/RATING; LINE 4 REPRESENTS FUSE TYPE; LINE 5 REPRESENTS MISCELLANEOUS FUSE INFO. (SEE BELOW):

SHUNT= PROVIDE SHUNT TRIP MECHANISM.

GFP = GROUND FAULT PROTECTION
CLF = CURRENT LIMITING FUSE
GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED.

LOW VOLTAGE TRANSFORMER
PULLBOX, SIZED PER N.E.C. OR AS NOTED.

RECESSED COMBINATION POWER OUTLET FOR IN FLOOR BOX
PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM.

VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER

PRIOR TO ROUGH -IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

POWER OUTLET OUTLET, MOUNTING HEIGHT PER ADA DEVICE
MOUNTING REQUIREMENTS. FOR FLEXIBLE CONNECTION TO
FURNITURE SYSTEM PROVIDE THE FOLLOWING:
• IN A NON -RATED INSULATED WALL, OR NON -RATED
UNINSULATED WALL, PROVIDE A 2 -GANG MUD RING OR CADDY
#RBS SERIES BOX MOUNTING BRACKET (EQUAL BY B -LINE OR
RAYCO) WITH (2) 1 -1/4"C.O. WITH PULL STRING TO ACCESSIBLE CEILING. PROVIDE 1 -1/4" BUSHINGS AT CONDUIT ENDS. REFER

TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE
AND CEILING CONDITIONS.
• IN A RATED WALL, PROVIDE (1) 4S/DP BOX WITH (2) 1 -1/4"C.O.

AND (1) 4S/DP BOX WITH (1) 1 -|"C.O. WITH PULL STRINGS IN EACH CONDUIT TO ACCESSIBLE CEILING. PROVIDE 1 -1/4"
BUSHINGS AT CONDUIT ENDS. UTILIZE CADDY #RBS SERIES
BOX MOUNTING BRACKET TO MAINTAIN BOX ALIGNMENT.
(EQUAL BY B -LINE OR RAYCO)UTILIZE FIRESTOPPING SYSTEM

PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE

BOX (STI OR EQUAL) AS REQUIRED TO MAINTAIN RATING OF
WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR
WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS.

GROUND BUS BAR

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL LEAD
SHEET
E0.10
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL LEAD SHEET
N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
126
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM.

2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL.

3. COORDINATE ALL MOUNTING DIMENSIONS FOR ELECTRICAL DEVICES AND SWITCHES WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH -IN.

4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUGH IN..

5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH

6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS:

A. ALL BRANCH CIRCUITS SHALL BE IN EMT.

B. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK.

C. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST.

7. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC WHERE ADOPTED, ARTICLE 300.22(C.

8. PROVIDE G.F.C.I. TYPE RECEPTACLE(S) WITHIN 6 FEET OF ANY SINK.

9. CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

10. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS.

11. COORDINATE ALL KITCHEN CONDUIT AND EQUIPMENT ROUGH -IN ON KITCHEN DRAWINGS

POWER GENERAL NOTES

1. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL/PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID.

2. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL CONNECTION POINTS WITH THE EQUIPMENT INSTALLER PRIOR TO ROUGH -IN.

3. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL REMOTE DISCONNECTING MEANS FOR ALL ELECTRIC HEATING EQUIPMENT IF REQUIRED BY THE LOCAL ELECTRICAL CODE.

4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF CONDUIT/WIRING TO ROOF -MOUNTED EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. WHERE ROOF -MOUNTED EQUIPMENT IS MANUFACTURED TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY - SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE CEILING SPACE LOCATION.

5. ALL ROOF MOUNTED EQUIPMENT SHALL BE NEMA 4X RATED.

ROOF GENERAL NOTES
THESE NOTES ESTABLISH MINIMUM QUALITY LEVELS AND COORDINATION REQUIREMENTS. RESPECTIVE UTILITY COMPANY PLANS AND REQUIREMENT S TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY COMPANY CONDUIT AND UNDERGROUND STRUCTURE SYSTEMS.

1. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START.

2. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH -IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS.

3. VAULTS, MAINTENANCE HOLES (MH's) AND CONDUITS SHALL MAINTAIN A MINIMUM COVER OF 24" BELOW FINAL SURFACE AT ALL CONDITIONS. IN CLUDE ALL COSTS IN BASE BID TO MEET UTILITY COMPANY REQUIREMENTS WHICH MAY REQUIRE GREATER MINIMUM CONDUIT DEPTHS.

4. VAULTS, MH's AND PULLBOXES (PB's) SHALL BE EQUIPPED WITH KNOCKOUT PANELS OR PRE -CAST INDIVIDUAL CONDUIT OPENINGS. CONDUITS SHALL ONLY ENTER AND EXIT ON END/SHORT WALLS. CONDUITS MAY NOT ENTER AND EXIT ON SIDE/LONG WALLS, CEILINGS OR FLOORS UNLESS OTHERWISE NO TED.

5. CUT DUCTS FLUSH WITH INTERIOR VAULT/MH/PB WALL.

6. GROUT AROUND DUCT ENTRANCES ON VAULT/MH/PB WALLS.

7. SLURRY BACKFILL AROUND DUCTS WITHIN 5 FEET OF VAULT/MH/PB TO PREVENT SHEARING.

8. CONDUITS PASSING UNDER THE BUILDING PERIMETER SHALL BE ENCASED IN LIGHTWEIGHT CONCRETE OR WATER -IMPERVIOUS CLAY TO PREVENT WATER INFILTRATION. SEE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION.

9. CONDUIT BEND RADIUS FOR BUILDING ENTRANCES AND AT POLES SHALL BE A MINIMUM OF 24" FOR CONDUITS WITH LESS THAN 2" INTERNAL DIA METER AND A MINIMUM OF 48" FOR CONDUITS WITH MORE THAN 2" INTERNAL DIAMETER.

10. PREFERRED CONDUIT SWEEP RADIUS BETWEEN VAULTS IS 25 FEET. UNDER NO CIRCUMSTANCES SHALL THE CONDUIT SWEEP RADIUS BE LESS THAN 12.5 FEET.

MAXIMUM OF 90 DEGREES PER SWEEP AND LIMITED TO NO MORE THAN (2) 90 DEGREE WEEPS BETWEEN VAULTS.

11. VAULTS/MH's/PB's ARE TO BE EQUIPPED WITH RACKING, GROUNDING LUGS, AND BOLT -DOWN LIDS UNLESS OTHERWISE NOTED.

12. VAULTS AND MH's TO BE EQUIPPED WITH ROUND COVERS, EXTENSION RINGS AS REQUIRED, LADDERS AND (3) SEGMENTS OF 6 FOOT HIGH CABLE RACKING PER EACH LONG WALL.

13. LABEL ALL NON -UTILITY COMMUNICATION VAULT/MH/PB COVERS WITH "COMMUNICATIONS" UNLESS OTHERWISE NOTED ON PLANS.

14. COORDINATE FINAL VAULT/MH/PB OPENING HEIGHT WITH G.C. PRIOR TO ROUGH -IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO VAULT/MH/PB OPENING.

15. CONTRACTOR TO PROVIDE A MINIMUM OF 8" DEEP COMPACTED 1/2" DIAMETER GRAVEL, UNDER ALL VAULTS, MH's OR PB's TO ENSURE UNIFORM D ISTRIBUTION OF SOIL PRESSURE ON THE FLOOR AND BE ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB.

16. ALL VAULTS/MH's/PB's WITHOUT GROUNDING LUGS SHALL HAVE AN 8' x 3/4" COPPER GROUND ROD DRIVEN THRU THE FLOOR TO ALLOW GROUNDIN G OF ITEMS WITHIN.

17. ALL VAULTS/MH's/PB's SHALL BE PROVIDED WITH TRAFFIC RATED COVERS WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLE TRAFFIC.

18. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER CO NSTRUCTION WORK. THE MOISTURE BARRIER MUST BE REPAIRED FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER OF THE ORIGINAL BARRIER PRODUCT .

19. THE CONTRACTOR SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY WITH ALL REQUIREMENTS FOR CONFINED SPACE ENTRY PER THE OSHA REQU IREMENTS 29 CFR -1910.146, 29 CFR -1910.268, ETC. DURING ANY CONFINED SPACE ENTRY.

20. ANY DUCTS LEAVING A VAULT, MH OR PB ROUTED INTO A FACILITY SHALL BE PLUGGED AT EACH END USING REMOVEABLE MECHANICAL PLUGS DES IGNED TO PREVENT WATER AND GAS FROM ENTERING THE FACILITY.

21. SEE ELECTRICAL SPECIFICATIONS AND PLAN DETAILS FOR ADDITIONAL REQUIREMENTS REGARDING UNDERGROUND CONDUITS AND IN -GRADE VAULT/MH/PB/JUNCTION BOXES.

22. INSTALL MULE TAPE OR 3/8" PULL ROPE AND TRUE -TAPE IN EACH UTILITY CONDUIT.

SITE UTILITY PLAN GENERAL NOTES

1. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT O R OUTLETS.

SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION.

2. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUA L EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED.

3. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN.

4. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTIO N, OR NOT INDICATED ON "AS -BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS.

5. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.

6. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY.

7. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES A ND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE.

8. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES.

9. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE.

10. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.01. REUSE AS REQUIRED AND REMOVE A LL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE. AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS -BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE.

11. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED C ONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. REMOVE UNUSED WIRING.

12. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT.

REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS.

13. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT

ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AN D OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS.

DEMOLITION NOTES

1. THE ELECTRICAL CONTRACTOR (EC) SHALL INCLUDE AND PROVIDE IN BID ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATIO NAL INSTALLATION OF ALL ELECTRICAL SYSTEMS.

2. EC SHALL COORDINATE AND OBTAIN ALL APPROVALS, PERMITS, AND DOCUMENTS FROM REGULATORY AGENCIES AND UTILITY COMPANIES.

3. ALL CONDUIT RACEWAY SYSTEMS ARE TO BE INSTALLED AS FOLLOWS:

A. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN ALL EXTERIOR INSTALLTION APPLICATION (EMT NOT PERMITED). CONTRACTOR SHALL ONL Y USE THREADED HUBS AND COUPLINGS WITH RGS CONDUITS (THREADLESS FITTING NOT PERMITED).

B. FLEXIBLE METALLIC CONDUIT I S PERMITTED FOR SHORT CONNECTIONS TO LIGHT FIXTURES (6' -0" MAX).

C. FLEXIBLE CONDUIT SHALL ALSO BE INSTALLED FOR EQUIPMENT REQUIRING VIBRATION ISOLATION AND HORIZONTAL RUNS IN WOODEN STUD WALLS . ELECTRICAL METALLIC TUBING (EMT) WITH COMPRESSION TYPE FITTINGS SHALL BE USED FOR BUILDING INTERIOR WORK.

D. PVC CONDUIT SHALL BE USED FOR UNDERGROUND CONDUITS. ROUTE CODE SIZED GROUND WIRE INSIDE OF CONDUIT. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF -LAPPED TAPE COVERING OR PVC COATING AND UTILITY COMPANIES.

E. ALL CONDUITS IN THE PUMP ROOM AND CHEMICAL ROOMS SHALL BE PVC COATED RGS.

4. ALL NEW ELECTRICAL WIRING IS TO BE 600V RATED COPPER STRANDED TYPE "THHN/THWN" INSULATION.

5. ALL MOUNTING HEIGHTS REFERENCED ON DRAWINGS ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE REFERENCED OR INDICATED ON THE DRAWINGS.

6. ALL ELECTRICAL EQUIPMENT LOCATIONS (LIGHTING, RECEPTACLE, FLOOR BOX, ETC.) ARE TO BE VERIFIED WITH THE ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO BEGINNING ANY ROUGH -IN.

7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS, AND ALL STATE, LOCAL, SEISMIC, AND CA LIFORNIA ELECTRIC CODES.

8. THE DRAWINGS INCLUDED IN THIS DOCUMENT SET ARE DIAGRAMMATIC. THEY ARE REPRESENTATIVE OF THE ENGINEER OF RECORDS DESIGN INTENT FOR ALL ELECTRICAL DEVICES/EQUIPMENT AND THE INDIVIDUAL POWER FEEDS THEY ARE TO BE CONNECTED TO. THE SELECTED EC SHALL BE RESPONSIBLE FOR PROVIDING ALL J-BOXES, CONDUIT, WIRING/CABLING, ETC. AS REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL INSTALLATION.

9. EXTERIOR ENCLOSURES MUST BE NEMA 3 R ALUMINUM OR NEMA 4X STAINLESS STEEL.

10. ALL ELECTRICAL WORK SHALL BE PERFORMED ACCORDING TO STATE, LOCAL, NATIONAL, AND DISTRICT STANDARDS AND CODES. COORDINATE SPEC IFIC REQUIREMENTS WITH DISTRICT STANDARDS AND AUTHORITY HAVING JURISDICTION.

11. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND IS TO BE CLEARLY LABELED/IDENTIFIED AS UNDERWRITER LABORATORIES (UL) COMPLIANT UNLE SS OTHERWISE NOTED OR REFERENCED IN THE DRAWINGS OR SPECIFICATIONS.

12. EC IS RESPONSIBLE FOR SECURING ALL REQUIRED BUILDING PERMITS AND SHALL INCLUDE THE COST TO SECURE BUILDING PERMITS IN THEIR F INAL BID.

13. UNLESS OTHERWISE WRITTEN, STATED, OR REFERENCED IN DRAWINGS OR SPECIFICATIONS CONTRACTOR SHALL GUARANTEE THE COMPLETE ELECTRI CAL INSTALLATION FOR A PERIOD OF 1 -YEAR.

14. ALL ELECTRICAL DISTRIBUTION EQUIPMENT (PANELS, DISTRIBUTION BOARDS, TRANSFORMERS, ETC), FEEDERS (CONDUIT, CONDUCTOR SIZE, AND QUANTITY), MECHANICAL EQUIPMENT, ELEVATORS, VARIABLE FREQUENCY DRIVES (VFD'S), ETC. MAY ONLY BE REFERENCED ON THE SINGLE -LINE DRAWING AND NOT INDIVIDUAL PLAN SHEETS. EC SHALL REVIEW AND VERIFY ALL REFERENCED INFORMATION ON THE SINGLE -LINE DRAWING.

15. EC SHALL BE RESPONSIBLE FOR ALL REQUIRED SAW -CUTTING, CORE DRILLING, PATCHING, REFINISHING, ETC. AS REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT AND SYSTEMS. ANY PENETRATIONS OR OPENINGS MADE IN WALLS OR STRUCTURES SHALL BE PATCHED AND/OR SEALED AS REQUIRED TO MAINTAIN THE INTEGRITY AND/OR RATING OF THE WALL OR STRUCTURE.

16. EC SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR FINAL BID TO VERIFY ALL EXISTING SITE CONDITIONS WHICH MAY AFFECT THE CO MPLETION OF THE ELECTRICAL INSTALLATION. ALL METHODS AND REQUIREMENTS FOR INSTALLATION SHALL BE DETERMINED PRIOR TO BID DATE. ELECTRICAL EC SHALL NOTIFY THE ENGINEER OF RECORD OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT REFERENCED ON THESE ELECTRICAL PLANS. SUBMITTAL OF THE EC'S BID DEMONSTRAT ES THE CONTRACTOR'S AWARENESS OF ALL SITE CONDITIONS AND REQUIRED WORK TO BE PERFORMED.

17. ALL CEILINGS AND CEILING SYSTEMS AS A RULE ARE CONSIDERED TO BE INACCESSIBLE. ALL ELECTRICAL DEVICES AND EQUIPMENT INSTALLED ABOVE CEILINGS ARE TO BE MOUNTED IN A LOCATION WHICH IS ACCESSIBLE. IN SITUATIONS WHERE ELECTRICAL DEVICES AND EQUIPMENT MUST BE INSTALLED IN AN AR EA WHICH IS

INACCESSIBLE, EC SHALL INSTALL AN ADEQUATELY SIZED, CODE COMPLIANT ACCESS PANEL AS REQUIRED BY CURRENT CODES - LOCATION OF THE REQUIRED ACCESS PANEL SHALL BE COORDINATE WITH THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO ROUGH -IN.

18. EC IS RESPONSIBLE FOR COMPLETING ALL FINAL ELECTRICAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT AND SHALL PROVIDE ALL MOTOR ST ART SWITCHES, DISCONNECTS, ETC. AS REQUIRED.

19. ALL ELECTRICAL EQUIPMENT CONNECTIONS, MOUNTING LOCATIONS, ELECTRICAL REQUIREMENTS, ETC. ARE TO BE COORDINATED AND VERIFIED PR IOR TO COMMENCEMENT OF ELECTRICAL ROUGH -IN.

20. EC TO SUBMIT SHOP DRAWINGS FOR THE APPROVAL OF THE ELECTRICAL ENGINEER OF RECORD FOR ALL ELECTRICAL EQUIPMENT AND MATERIALS T O BE UTILIZED IN THE ELECTRICAL INSTALLATION. ALL APPROVALS BY THE ENGINEER OF RECORD MUST BE SECURED PRIOR TO COMPLETION OF ANY PURCHASE ORDERS O R ROUGH -IN WORK.

21. THESE ELECTRICAL DRAWINGS AND ASSOCIATED SPECIFICATIONS ARE TO BE CONSIDERED CONTRACT DOCUMENTS FOR AGENCY REVIEW/APPROVAL AN D EC BIDDING PURPOSES.

22. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ARTICLE 250. ALL POWER AND LIGHTING CIRCUITS SHALL BE INSTALLED WITH A MINIMUM #12AWG CU GROUND WIRE UNLESS OTHERWISE NOTED OR REFERENCED.

23. EC TO PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL DISCONNECT SWITCHES, DISTRIBUTION EQUIPMENT, J -BOXES ETC. WITH METALLIC COVERS. SEE GENERAL NOTES ON SINGLE -LINE DIAGRAM FOR SPECIFIC INFORMATION REGARDING NAMEPLATE REQUIREMENTS.

24. ELECTRICAL AND LIGHTING COVER PLATE COLOR, ENGRAVING AND LABELING PER SPECIFICATIONS.

25. AT THE COMPLETION OF THE PROJECT THE EC SHALL PROVIDE THE OWNER WITH A COMPLETE SET OF AS -BUILT ELECTRICAL DRAWINGS.

26. ANY AND ALL WORK THAT REQUIRES AN INTERRUPTION TO A BUILDING(S) ELECTRICAL SERVICE MUST BE COORDINATED WITH THE DISTRICT A MI NIMUM OF 48 HOURS IN ADVANCE. ANY SERVICE DOWNTOWN SHALL NOT OCCUR DURING SCHOOL HOURS.

27. EC SHALL BE RESPONSIBLE FOR FOR ENSURING THAT ALL LOW VOLTAGE SYSTEMS ARE COMPATIBLE AND ARE COMPLETE AND OPERATIONAL.

28. EC SHALL PERMANENTLY TAG ALL CONDUCTORS IN EACH ELECTRICAL AND LOW VOLTAGE SYSTEM AS REFERENCED IN THE SPECIFICATIONS.

29. ANY SURFACE MOUNTED EXPOSED CONDUIT IN VIEW OF THE PUBLIC SHALL BE PAINTED TO MATCH THE FINISH OF THE SURFACE TO WHICH IT IS MOUNTED WITH TWO (2) COATS OF PAINT. ALL EXTERIOR SURFACE MOUNTED EXPOSED CONDUITS ARE TO BE PAINTED WITH TWO (2) COATS OF WEATHERPROOF LATEX PAIN T.

30. EC TO PROVIDE ALL CONDUIT ONLY (C.O.) INFRASTRUCTURE WITH A 3/16" NYLON PULL ROPE. LABEL PULL ROPE AT EACH END WITH THE LOCAT IONS OF ORIGIN AND TERMINATION.

31. IN INSTANCES WHERE A CONFLICT BETWEEN THE ELECTRICAL DRAWINGS AND THE SPECIFICATIONS FOR THE PROJECT EXISTS, THE EC SHALL ADH ERE TO THE MORE STRINGENT REQUIREMENT.

32. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. AS SUCH, ALL ELECTRICAL EQUIPMENT LOCATIONS, CONDUIT ROUTING, ETC. ARE NOT PRECISE AND SHALL BE COORDINATED, VERIFIED, AND DETERMINED IN THE FIELD. EC TO INSTALL ALL ELECTRICAL EQUIPMENT AND ROUTE ALL CONDUITS IN LOCATION S WHICH MEET CODE REQUIREMENTS FOR ACCESSIBILITY/MOUNTING AND DO NOT INTERFERE WITH ANY BUILDING STRUCTURES, UTILITIES, OR OTHER TRADE EQUIPMEN T.

33. ALL EXISTING SITE RELATED ELECTRICAL EQUIPMENT (I.E. UNDERGROUND UTILITIES, DUCTS, STRUCTURES, PULL BOXES, ETC.) LOCATIONS AR E DIAGRAMMATIC IN NATURE AND ONLY REFLECT APPROXIMATE LOCATIONS, QUANTITIES, AND/OR ROUTING INFORMATION. ALL REFERENCED INFORMATION HAS EITHER BEEN SU RVEYED, REPORTED BY THE OWNER/OWNERS REP, AND/OR REFERENCED ON AN AS -BUILT RECORD DOCUMENTS. ALL EXISTING ELECTRICAL EQUIPMENT REFERENCE D ON THESE DRAWINGS

IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF BY ACCEPTING THESE PLANS OR PROCEEDING WITH ELECTRICAL SCO PE OF WORK,

AGREES TO ACCEPT LIABILITY AND SHALL RENDER THE ENGINEER OF RECORD HARMLESS FOR ANY ELECTRICAL EQUIPMENT NOT REPORTED TO THE ENGINEER DURING THE DESIGN PROCESS. THE CONTRACT TO TAKE THE REQUIRED PRECAUTIONARY MEASURES TO ENSURE ALL EXISTING ELECTRICAL EQUIPMENT IS P ROTECTED IN PLACE.

34. ANY EXISTING BUILDING STRUCTURES OR SURFACES DAMAGED BY DEMOLITION OR DURING INSTALLATION ACTIVITIES SHALL BE REPAIRED, PATCH ED, AND/OR REFINISHED TO THE SATISFACTION OF THE OWNER.

35. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE DEMOLISHED SHALL BE REMOVED ENTIRELY AND ALL AFFECTED SURFACES OR STRUCTURE S SHALL BE REPAIRED, REPLACED, AND/OR REFINISHED TO MATCH THE ADJACENT SURFACES OR DAMAGED ITEM(S).

36. FOR CLARITY ONLY RECONSTRUCTION OR NEW WORK RELATED ELEMENTS AND SELECT EXISTING FACILITIES SPECIFICALLY REQUIRING COORDINATI ON WITH ANY NEW WORK.

37. ALL CONDUITS, BOXES, SURFACE MOUNTED RACEWAYS, SUPPORT DEVICES, AND ASSOCIATED FITTINGS SHALL BE MOUNTED IN CONCEALED LOCATIO NS ABOVE CEILINGS, DUCTS, TRUSSES, BEAMS, ETC. IN AREAS WHERE A CONCEALED MOUNTING LOCATION IS NOT AVAILABLE EQUIPMENT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACES.

38. ANY PENETRATIONS BY CONDUITS OR OTHER ELECTRICAL EQUIPMENT THROUGH A FIRE RATED WALL - WHETHER EXISTING OR NEW - SHALL MAINTAIN THE APPROPRIATE FIRE RATING BY SEALING THE PENETRATION WITH THE APPROPRIATE UL -LISTED FIRE -STOP MATERIAL/SYSTEM.

39. LEED COMMISSIONING NOTE: ELECTRICAL CONTRACTOR TO COORDINATE AND PROVIDE ASSISTANCE FOR COMPLETE COMMISSIONING OF ALL SYSTEMS IDENTIFIED IN COMMISSIONING AGENT'S DOCUMENTS, INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, ELECTRONIC METERING, ETC.

GENERAL NOTES

ADDITIONAL NOTES

1. ALL INFORMATION REFERENCED IS PRELIMINARY IN NATURE AND DOES NOT REPRESENT FINAL DESIGN DOCUMENTS. ALL INFORMATION AND REQUIR EMENTS RELATIVE TO UTILITY INFRASTRUCTURE SHALL BE COORDINATED, VERIFIED, AND INSTALLED PER FINAL UTILITY COMPANY DESIGN DOCUMENTS.

2. ROUTING OF ALL CONDUIT SHALL BE COORDINATED IN THE FIELD AND CONFIRMED BY ENGINEER AND ARCHITECT.

3. COORDINATE ALL CONDUIT ROUTING, ELECTRICAL DEVICE LOCATIONS, PULL BOX LOCATIONS, ETC. WITH LANDSCAPE PLANTING PLANS TO AVOID CONFLICTS WITH TREES, SHRUBS, ETC.

4. ALL CONDUCTOR AND CABLE RUNS ARE TO BE CONTINUOUS. NO CONDUCTORS OR LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT ONE. ALL CONDUCTORS AND LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT TWO AND TERMINATED INSIDE OF THE BUILDING.

5. ALL CONDUIT SHALL BE PROVIDED WITH PROPERLY SIZED PULL STRING PER UTILITY COMPANY STANDARDS.

6. ALL EQUIPMENT MOUNTED OUTDOORS SHALL BE INSTALLED IN A WEATHERPROOF NEMA 3R ALUMINUM OR NEMA 4X STAINLES STEEL ENCLOSURE.

7. SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICE S, ETC.

COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH -IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS.

8. PROVIDE CONCRETE ENCASEMENT FOR ALL TRENCHES WITH MORE THAN THREE (3) CONDUITS. ALL UTILITY CONDUIT SHALL BE ENCASED PER UTI LITY COMPANY REQUIREMENTS.

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH -IN.

2. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR INSTALLATION.

3. CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES.

4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RALY, ETC. INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS

WITH ACTUAL EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PROVIDE ALL NECESSARY CIRCUITS DEVICES AND CONNECTIONS AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE INSTALLED AND PROVIDE FUDES DISCONNECT SWITCHES WHEN SICH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUM FUSE FOR EQUIPMENT PROTECTION.

FLOOR PLAN GENERAL NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL LEAD
SHEET
E0.11
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL LEAD SHEET
N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
127
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

GENERAL NOTES - LIGHTING FIXTURE/SCHEDULE

1. ALL LIGHTING FIXTURES SHALL BE LABELED WITH THE APPROPRIATE UL LABEL (DAMP, WET, ETC.) AS REQ BY CODES AND LOCAL ORDINANCES.

2. SHOP DRAWING SUBMITTALS SHALL INCLUDE ALL FIXTURES, AND DRIVERS/DIMMING INFORMATION. ANY SHOP DRAWINGS WHICH ARE

SUBMITTED WITHOUT ANY ONE OF THESE ITEMS WILL BE REJECTED AS INCOMPLETE AND WILL BE REQ TO BE RESUBMITTED WITH THE REQ INFORMATION.

3. ALL LIGHTING FIXTURE SPECIFIC INFORMATION (TYPE, OUTPUT/LUMEN LEVEL, DRIVER, COLOR, MOUNTING, ETC.) HAS BEEN SPECIFIED WITH THE CONSIDERATION OF SPECIFIC PERFORMANCE AND AESTHETIC REQUIREMENTS. ANY SUBSTITUTION OF THE SPECIFIED FIXTURES IS SUBJECT TO THE ARCHITECT AND ENGINEER OF RECORD ’S FINAL APPROVAL AND ARE SUBJECT TO THE FOLLOWING CRITERIA:
a. SUBMIT AN OPERABLE SAMPLE OF THE SPECIFIED FIXTURE AND A 120V CORD AND PLUG (AND DRIVER TO OPERATE SAMPLE IF NECESSARY).
b. PROVIDE COMPLETE PHOTOMETRIC REPORT(S) FOR THE SITE AND/OR FLOOR PLAN CONFIRMING SUBSTITUTE FIXTURE(S) MEET OR EXCEED DESIGNED ILLUMINANCE LEVELS IN SPACES IDENTIFIED. CLEARLY IDENTIFY ILLUMINANCE LEVELS (IN FOOT -CANDLES), AND ALL INPUT DATA UTILIZED IN THE CALCULATION (LUMEN OUTPUTS, LIGHT LOSS FACTORS, ETC.). IN SITUATIONS WHERE SUBSTITUTIONS

AFFECT FIXTURES EQUIPPED WITH EMERGENCY BATTERY PACKS OR OTHER EMERGENCY SOURCES OF POWER, PROVIDE ADDITIONAL PHOTOMETRIC REPORT(S) THAT CLEARLY IDENTIFY A MIN OF 1 FOOT -CANDLE ALONG THE PATH(S) OF EGRESS, ALL INPUT DATA UTILIZED IN THE CALCULATION, AND THE LUMEN RATING AND QUANTITY OF FIXTURES FOR THE EMERGENCY BATTERY PACK. SEE BELOW FOR PHOTOMETRIC PLAN GUIDELINES:

1. POINT BY POINT SPACING IS NOT TO EXCEED 10 ’-0” IN ANY DIRECTION ON SITE PLANS; SPACING IS NOT TO EXCEED 4 ’-0”IN ANY DIRECTION ON INTERIOR FLOOR PLANS.

2. PHOTOMETRIC STUDY IS TO BE BASED ON MAINTAINED ILLUMINANCE LEVELS (IN FOOT -CANDLES) USING MEAN FIXTURE LUMENS AND THE SAME LIGHT LOSS FACTORS USED IN THE ORIGINAL DESIGN CALCULATIONS PERFORMED BY THE ENGINEER OF RECORD.

3. ASSOCIATED REPORT TO INCLUDE AN ENERGY COST MODEL WHICH IDENTIFIES ADDITIONAL ENERGY OR ENERGY COSTS FOR A 10 - YEAR PERIOD AS COMPARED TO THE ORIGINAL ITEM SPECIFIED. ALL ADDITIONAL EXPENSES WILL BE SUBTRACTED FROM THE CONTRACT COST.
c. WHERE APPLICABLE, TEST SWITCH MOUNTING (INTEGRAL OR REMOTE) SHALL MATCH THE MOUNTING AS SPECIFIED ON THE DESIGN DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COVER PLATES, TRIMS, REFLECTORS, ETC. NECESSARY FOR THE SPECIFIC TEST SWITCH MOUNTING.
d. MANUFACTURER ’S CATALOG CUT SHEET WHICH INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING INFORMATION: LUMEN LEVEL,

DRIVER/TRANSFORMER OPTIONS, VOLTAGES, OPTICS, EPA RATING (WHERE APPLICABLE), FIXTURE DIMENSIONS, EMERGENCY OPTIONS (WHERE APPLICABLE), AND FIXTURE FINISHES.
e. FOR ALL SITE LIGHTING FIXTURES, PROVIDE POLE SPECIFICATIONS WITH SUPPLEMENTAL DOCUMENTATION IDENTIFYING POLE SIZE IS RATED ACCORDINGLY BASED ON FIXTURE(S) EPA AND WIND RATING FOR THE PROJECT ZONE. f. A SIGNED COPY OF THE “SUBSTITUTION COMPLIANCE FORM ” LOCATED IN THE DIVISION 1 SPECIFICATION WHICH STATES THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THEN THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY AFFECTED. IF THE COMPLETION OF

THE PROJECT IS DELAYED DUE TO THE PROPOSED SUBSTITUTION, THEN THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL ESTABLISHED LIQUIDATED DAMAGES.
g. CONTRACTOR TO PROVIDE ARCHITECT AND ENGINEER OF RECORD WITH ALL SUBSTITUTE INFORMATION REFERENCED ABOVE NO LATER THAN TWO WORKING WEEKS PRIOR TO THE BID DEADLINE.

4. CATALOG NUMBERS AS REFERENCED ON THE FIXTURE SCHEDULE PROVIDE GENERAL FIXTURE INFORMATION. CONTRACTOR SHALL REVIEW LIGHTING PLANS AND SPECIFICATIONS TO VERIFY ALL FIXTURE ASSOCIATED DESIGN INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES REQ FOR A COMPLETE AND OPERATIONAL INSTALLATION. ANY

DISCREPANCIES BETWEEN DESCRIPTIONS, SPECIFICATIONS, AND CATALOG NUMBERS ARE TO BE PRESENTED TO THE ENGINEER OF RECORD PRIOR TO COMPLETION OF THE BID PROCESS FOR CLARIFICATION.

5. ALL COLOR SPECIFIC INFORMATION WHICH RELATES TO LIGHTING FIXTURES AND/OR THEIR RELATED PARTS ARE TO BE REVIEWED AND COMMENTED ON BY THE ARCHITECT. FIXTURES WHICH REQUIRE A CUSTOM COLOR WILL HAVE A CUSTOM COLOR PAINT WHICH WILL BE INCLUDED IN THE ARCHITECT ’S SHOP DRAWING REVIEW COMMENTS.

6. ALL LIGHTING EQUIPMENT LOCATIONS ARE TO BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING AND INSTALLING.

7. ENSURE COMPATIBILITY OF ALL DIMMING SYSTEMS AND INDIVIDUAL LIGHTING CONTROLS WITH FIXTURES, AND DRIVERS. ALL COMPONENTS TO BE FACTORY CERTIFIED COMPATIBLE FOR A FULL RANGE OF DIMMING.

8. LIGHTING FIXTURE CLEARANCES FROM COMBUSTIBLE MATERIALS ARE TO BE A MIN OF ½ ” (OTHER THAN AT POINTS OF SUPPORT) AND 3 ” FROM INSULATION FOR NON -IC RATED RECESSED LIGHTING FIXTURES.

9. ALL LIGHTING FIXTURES WHICH ARE TO BE MOUNTED IN FOOD SERVICE AREAS SHALL BE PROVIDED WITH THE FOLLOWING CHARACTERISTICS: DOOR TO FRAME GASKETS, LENS TO FRAME GASKETS, INVERTED LENS, AND A FOOD SERVICE RATING.

10. ALL LIGHTING FIXTURES TO BE MOUNTED IN A SUSPENDED CEILING ARE TO BE SUPPORTED BY T -BAR CLIPS AND (2) #12 SUPPORT WIRES ATTACHED TO THE BUILDING FRAME. IN ADDITION, LIGHTING FIXTURE ARE TO BE SECURED TO THE CEILING GRID WITH (4) SHEET METAL SCREWS ((1) AT EACH CORNER OF THE FIXTURE) – SCREWS SHALL BE NEITHER VISIBLE NOR IMPEDE THE INSTALLATION OF CEILING TILES; UON. WITH MANUFACTURER ’S INSTALLATION INSTRUCTIONS.

11. CONTRACTOR TO FOLLOW COLOR TEMPERATURE GUIDELINES LISTED BELOW UNLESS OTHERWISE NOTED OR SPECIFIED:
a. 3500K FOR ALL INTERIOR ENVIRONMENTS
b. 3000K FOR ALL EXTERIOR ENVIRONMENTS

12. CONTRACTOR TO FOLLOW CRI AND TM30 VALUES GUIDELINES LISTED BELOW UNLESS OTHERWISE NOTED OR SPECIFIED:
a. CRI 80 FOR INTERIOR
b. TM30 RF VALUE ≥ 78 FOR INTERIOR
c. TM30 RG VALUE ≥ 98 FOR INTERIOR
d. CRI 70 FOR EXTERIOR

13. ALL FIXTURES, TRIMS, AND MODULES/LAMPS SHALL BE CLEANED AND FREE FROM DIRT, DUST, LABEL/ADHESIVE, AND FINGER PRINTS.

14. IN THE EVENT OF THE FAILURE OF NORMAL POWER SUPPLIES, EMERGENCY LIGHTING FIXTURES SHALL BE AUTOMATICALLY POWERED BY AN EMERGENCY POWER SYSTEM. THE FIXTURE SHALL BE EITHER:
a. CIRCUITED TO AN EMERGENCY POWER SYSTEM, OR
b. EMERGENCY BATTERY PACKS ARE TO BE PROVIDED. WHERE EMERGENCY BATTERY PACKS ARE PROVIDED, EMERGENCY LIGHTING FIXTURES AND BATTERY PACKS ARE TO MEET THE FOLLOWING CRITERIA:

1. FIXTURES SPECIFIED WITH INTEGRAL EMERGENCY BATTERY PACKS ARE TO BE FED WITH/PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD.

2. APPROVED EMERGENCY BATTERY PACKS SHALL BE PROVIDED AS FOLLOWS: BODINE #BSL23 OR #BSL722 OR EQUAL IF AVAILABLE.

3. ALL LED FIXTURES EQUIPPED WITH EMERGENCY BATTERY PACKS SHALL HAVE THE BATTERY PACKS FACTORY INSTALLED AND TESTED AT THE FIXTURE MANUFACTURER ’S FACILITY TO ENSURE UL LISTING OF THE FIXTURE IS MAINTAINED. FIELD INSTALLATION OF LED EMERGENCY BATTERY PACKS IS STRICTLY PROHIBITED. NOTIFY ENGINEER OF RECORD SHOULD SPECIFIED FIXTURE NOT HAVE ADEQUATE SPACE TO ACCOMMODATE THE EMERGENCY BATTERY PACK. CONTRACTOR TO MODIFY BASE BID TO INCLUDE

ALL NECESSARY EQUIPMENT FOR A COMPLETE OPERATIONAL, ADEQUATELY SIZED MINIATURE INVERTER SYSTEM TO BE MOUNTED IN NEAREST ELECTRICAL ROOM IN THE EVENT THE BATTERY PACK CAN NOT BE INSTALLED IN THE FIXTURE.

4. ALL BATTERY PACKS ARE TO BE FACTORY INSTALLED IN FIXTURE ASSEMBLIES WHEN APPLICABLE. ELECTRICAL CONTRACTOR IS

RESPONSIBLE FOR CONTACTING FIXTURE MANUFACTURERS TO VERIFY SPECIFIED (OR APPROVED SUBSTITUTE) FIXTURE HAS ADEQUATE SPACE WITHIN THE FIXTURE TO MOUNT THE EMERGENCY BATTERY PACK. IF IT IS DETERMINED THE BATTERY PACK

CANNOT BE MOUNTED IN THE FIXTURE, THEN CONTRACTOR SHALL INCLUDE ALL COSTS REQ FOR REMOTE MOUNTING THE EMERGENCY BATTERY PACK ABOVE NEAREST ACCESSIBLE CEILING. ENSURE DISTANCE FROM FIXTURE TO REMOTE BATTERY PACK LOCATION DOES NOT EXCEED THE MANUFACTURER ’S RECOMMENDED DISTANCES. COORDINATE ALL ACCESS PANELS WITH ARCHITECT OF RECORD PRIOR TO INSTALL.

5. ALL LIGHTING FIXTURES WITH EMERGENCY BATTERY PACKS ARE TO BE PROVIDED WITH INTEGRAL TEST SWITCHES AND CHARGE LIGHTS UNLESS OTHERWISE NOTED OR REQ BY THE AUTHORITY HAVING JURISDICTION (AHJ). IN THE EVENT INTEGRAL TEST SWITCHES ARE NOT ALLOWED, NOTIFY THE ENGINEER OF RECORD PRIOR TO INSTALLATION OF REMOTE TEST SWITCHES. TEST SWITCHES TO BE INSTALLED IN FIXTURES WITH A MIN OF 18 ” OF ADDITIONAL WIRING TO ALLOW FOR GENERAL FIXTURE MAINTENANCE.

6. SHUNT UL 924 WILL BE PROVIDED IN CONTROL SYSTEM OR WITHIN FIXTURE TO RAISE EMERGENCY LIGHT FIXTURE TO 100% AT TIME OF EMERGENCY.

15. EMERGENCY ILLUMINATION UNITS SHALL BE ARRANGED TO PROVIDE AT LEAST AN AVERAGE OF 1 FOOT -CANDLE AND A MIN OF 0.1 FOOT -CANDLE MEASURED ALONG THE PATH OF EGRESS. A MAXIMUM -TO -MIN ILLUMINATION UNIFORMITY RATIO OF 40 -TO -1 SHALL NOT BE EXCEEDED. WHERE LOCAL CODES OR ORDINANCES REQUIRE MORE STRINGENT

ILLUMINATION OR CONTRAST RATIOS, EMERGENCY ILLUMINATION UNITS SHALL MEET OR EXCEED LOCAL CODE OR ORDINANCE REQUIREMENTS.

16. INSTALL ALL EXIT SIGNS IN ACCORDANCE WITH THE LOCAL AHJ AND FIRE AUTHORITY. THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING ALL REQ PARTS, PIECES, AND MOUNTING HARDWARE FOR EXIT SIGNS, AS WELL AS ENSURING THE EXIT SIGNS ARE MOUNTED IN AN APPROVED VISIBLE LOCATION. VERIFY ALL REQ CHEVRONS, MIRRORS, AND FACES ARE PROVIDED AS REFERENCED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. NOTIFY ARCHITECT

AND ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO ORDERING OF EQUIPMENT.

17. TRACK LIGHTING FIXTURE SPECIFICATIONS ARE TO BE COORDINATED, VERIFIED, AND CONFIRMED WITH EQUIPMENT MANUFACTURER AND/OR DISTRIBUTOR PRIOR TO ORDERING AND INSTALLING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES FOR A COMPLETE, FUNCTIONAL, AND OPERATIONAL INSTALLATION.

TRACK LENGTHS ARE AS SPECIFIED ON THE FIXTURE SCHEDULE.

18. CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES PER LOCAL AND NATIONAL BUILDING, ELECTRICAL, AND SEISMIC CODES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQ MOUNTING HARDWARE AND BRACING MATERIALS FOR COMPLETE AND CODE COMPLIANT INSTALLATION. COORDINATE REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.

19. CONTRACTOR TO INCLUDE IN BASE BID A MIN OF 2 -HOURS FOR A ONE TIME AIMING AND ADJUSTMENT TIME OF ALL MULTI -HEAD AND DIRECTIONAL FIXTURE ASSEMBLIES. AIMING AND ADJUSTMENT TO BE SCHEDULED FOR A NIGHT AND AFTER HOURS WITH THE ARCHITECT, ENGINEER, AND OWNER PRESENT. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AN APPROPRIATE TIME PRIOR TO ORDERING THE FINAL PUNCH WALK FOR THE PROJECT.

20. SUPPLEMENTARY OVERCURRENT PROTECTION PANEL FOR TRACK LIGHTING SYSTEMS TO BE PROMINENTLY LABELED AS FOLLOWS:

NOTICE: THIS PANEL FOR TRACK LIGHTING ENERGY CODE COMPLIANCE ONLY. THE OVERCURRENT PROTECTION DEVICES IN THIS PANEL SHALL ONLY BE REPLACED WITH THE SAME OR LOWER AMPERAGE. NO OTHER OVERCURRENT PROTECTIVE DEVICE(S) SHALL BE ADDED TO THIS PANEL. ADDING TO, OR REPLACEMENT OF EXISTING OVERCURRENT

PROTECTIVE DEVICE(S) WITH HIGHER CONTINUOUS AMPERE RATING, WILL VOID THE PANEL LISTING AND REQUIRE RESUBMITTAL AND RE -CERTIFICATION OF CALIFORNIA TITLE 24, PART 6 COMPLIANCE DOCUMENTATION.

21. LED DRIVERS SHALL CONFORM TO IEEE P1789 STANDARDS. ALTERNATIVELY, MANUFACTURERS MUST DEMONSTRATE CONFORMANCE WITH PRODUCT LITERATURE AND TESTING WHICH DEMONSTRATES THIS PERFORMANCE. SYSTEM THAT DO NOT MEET IEEE P1789 WILL NOT BE CONSIDERED.

22. LED DRIVERS WILL NOT HAVE VOLTAGE LEAK OR CONTAIN A FILTER WITHIN THE CONTROL MODULE TO CONTROL THE VOLTAGE LEAK AND REDUCE THE CHANCES OF FLICKERING.

23. LED DIODES SHALL BE SOURCED WITHIN 3 MACADAMS ELLIPSE ALONG THE BLACK BODY CURVE.

GENERAL NOTES - LIGHTING FIXTURE/SCHEDULE

LIGHTING CONTROL SYSTEM REQUIREMENTS

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION.

2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE

CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM.

3. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE

EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION

REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY

SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS.

4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM.

5. LIGHTING CONTROL SYSTEM MUST INTERGRATE WITH DISTRICT APPROVED AUTOMATED LOGIC ENERGY MANAGAMENT SYSTEM.

6. PROVIDE (6) "SPARE" ADDITIONAL RELAYS.

1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL -MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH -IN. IF ANY WALL MOUNTED

FIXTURES ARE PLACED WITHOUT VERIFICATION FROM THE ARCHITECT, CONTRACTOR SHALL RELOCATE FIXTURE TO APPROVED LOCATION AT NO ADDITIONAL COST.

2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE.

3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES.

4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF FIXTURES AS REQUIRED.

5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL.

6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN.

ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS.

7. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS:

A. ALL BRANCH CIRCUITS SHALL BE IN EMT.

B. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM “TRAINED ” MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS.

C. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST.

D. SHOP DRAWINGS SHOWING LOCATION AND PLACEMENT OF ALL CONDUITS.

8. RECESSED FIXTURES LOCATED IN A FIRE -RATED CEILING OR WALL SHALL BE PROVIDED WITH A 5 -SIDED RATED ENCLOSURE

SO CONSTRUCTED AS TO ALLOW CODE AND MANUFACTURER -REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE.

9. REFER TO GENERAL POWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQUIREMENTS WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN.

10. CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS.

COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

11. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS
AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS
SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS.

LIGHTING GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH -IN.

2. CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, QUANTITY, MOUNTING HEIGHT AND FIXTURE TYPE OF ALL LUMINAIRES IN FIELD PRIOR TO PURCHASE INSTALLATION. INFORM ENGINEER OF CONFLICTS.

3. CONTRACTOR IS RESPONSIBLE TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE APPROXIMATED WIRING METHOD FOR EACH TYPE. INSURE ALL J -BOXES ARE ACCESIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J -BOX ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH ONLY IN "DAISY - CHAIN" METHOD OR WITH INDICATED HOMERUNS TO EACH LUMINAIRE. J -BOXES MAYBE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS.

4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR A COMPLETE LIGHTING CONTROL SYSTEM. FINAL PLACEMENT OF DEVICES SHALL BE COORDINATED IN THE FIELD.

5. OCCUPANCY SENSORS AND PHOTOCELLS SHALL BE LOCATED TO THE MOST EFFICIENT LOCATION AVOIDING OBSTRUCTION.

INSTALL PER MANUFACTURER INSTRUCTIONS.

6. CONTRACTOR TO INTERCEPT UNSWITCHES CIRCUIT FEEDING THE LUMINAIRES IN THE AREA TO CONNECT LIGHTING CONTROL DEVICES.

FLOOR PLAN GENERAL NOTES

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING FIXTURE

NOTES AND LCP

SCHEDULES
E0.20
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING FIXTURE NOTES AND LCP SCHEDULES

LIGHTING CONTROL PANEL SCHEDULE LCP
Relay Number Panel Circuit Number Load Name Control Met hod 1 HPA 5 EXTERIOR STORAGE BLDG A (LCP) TIME CLOCK/PHOTO CELL 2 HPA 6 PARKING LOT LIGHTS (LCP) TIME CLOCK/PHOTO CELL
3 HPA 7 CANOPY POOL DECK (LCP) TIME CLOCK/PHOTO CELL
4 HPA 8 EXTERIOR LIGHTING BUILDING A & B (LCP) TIME CL OCK/PHOTO CELL 5 INV2 3 EXTERIOR BUILDING A LIGHTING (LCP) TIME CLOCK/ PHOTO CELL N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
128
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING FIXTURE

SCHEDULE
E0.21
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING FIXTURE SCHEDULE
ZW1 Wall Mounted Area Light "22 383" wall luminaire with wide spread light distribution, die-cast marine grade aluminum housing, anodized aluminum reflector, clear safety glass, and standard finish. 21w UNV Integral 0-10V
10% Dimmable Driver
LED 2187 lm 3000K 80+ Exterior B1-U0-G1 BEGA #22383-K3-[Finish] WE-EF "PLS400" Series No Equal TBD 0 7/A8.31 03/E7.03
10' - 0" AFG to bottom of
fixture

6.80 lbs Exterior Passageways
ZS2-14 14' Surface Mounted Linear
Wall Wash
Same as ZS2-9 above, except 14' in length. 3w/ft UNV I ntegral 0-10V 1% Dimmable Driver
LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-14-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Scre en (Pool Deck) ZS2-12 12' Surface Mounted Linear
Wall Wash
Same as ZS2-9 above, except 12' in length. 3w/ft UNV I ntegral 0-10V 1% Dimmable Driver
LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-12-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Scre en (Pool Deck) ZS2-9 9' Surface Mounted Linear
Wall Wash
"Extend 2" surface mounted exterior linear with we shielding to be determined, 9' length, custom finish to be determined, universal voltage, 1-circuit, and both wet location listing and IK10 rating. 3w/ft UNV Integral 0-10V
1% Dimmable Driver
LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-9-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Scree n (Pool Deck) ZS1 Surface (Column) Mounted
Adjustable Cylinder
"ArtiStar" with remote driver housing, 60° wide flood optics, RAL finish to be determined, soft focus lens, 90° cap style, 3" base height with standard anchor base; plus surface mount remote driver housing (use two-driver housing for "pairs" of fixtures, one-driver housing for "single" fixtures).

Coordinate with canopy contractor to provide hand holes where required, to facilitate installation. 10w UNV Remote 0-10V
1% Dimmable Driver
LED 1230 lm 3000K 80 Exterior n/a B-K LIGHTING #AR-LED-RM-x53-WFL-RAL TBD-12-B-3" + #PM2RM/#PM2DRM-SM-010-RAL TBD-MT
Targetti "Bulletto Mini"
(Provide similar mounting
plate/base to attach to
column.)
No Equal RAL TBD Pool Canopies
ZN1-W 25' Pole Mounted Parking Light
(Wide Throw - Type 1)
Same as ZN1 above, except with Rectangular Wide Type I distribution. 113w UNV Integral 0-10V 10% Dimmable Driver
LED 14,793 3000K 80 Exterior B4-U0-G2 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-RW-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1
BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a P arking Area ZN1-L 25' Pole Mounted Parking Light
(Linear Throw - Type II)
Same as ZN1 above, except with Type II w/Spill Control distribution. 113w UNV Integral 0-10V 10% Dimmable Driver
LED 14,178 lm 3000K 80 Exterior B2-U0-G3 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-SL2-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1
BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a P arking Area ZN1 25' Pole Mounted Parking Light
(Type IV Forward Throw)
One "Gleon Galleon" head with 2-square light engine configuration, 1000mA drive current, universal voltage, Type IV Forward Throw distribution, standard mounting arm for round or square pole, standard finish to be determined, and motion sensor for dimming operation (21'-40' mounting height); plus 22'-6" square straight aluminum pole with 5" shaft size, 0.188" wall thickness, aluminum base type, standard finish to be determined, Type N drilling, and single mounting arm location. Mount to 2'-6" raised pole base, for an overall height of 25'-0". 113w UNV Integral 0-10V
10% Dimmable Driver
LED 14,559 lm 3000K 80 Exterior B2-U0-G3 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-T4FT-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1
BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a P arking Area ZC1 Concealed Linear Wallwash
Tapelight
"KALYPSO IP67" compact linear grazer with static white light and 30° optic; plus adjustable surface mounting brackets (60° tilt). "Top mount" fixtures as far back from target surface as possible, and aim toward block wall to backlight perf metal design; coordinate with perf metal panel contractor. 3 w/ft UNV Remote 0-10V
1% Dimmable Driver
LED 240 lm/ft 3000K 85 Exterior n/a LED LINEAR #KALYPSO-HYDRA-HD10-W8-30-[Lengths Per Plans]-30-IP67 + #13000265 No Equal No Equal TBD Perf Screen (Main Entry) Type Name Description
Apparent
Load Voltage Driver Source Lumens CCT CRI Condition
BUG
Rating Manufacturer Model Number Equal 1 Equal 2 Finish Mounting Details/
Mounting Height Weight Location
Electrical Source Manufacturer

EXTERIOR LIGHTING FIXTURE SCHEDULE
XW1 Wall Mounted Exit Sign "LRP" series edge lit exit sign, wall mounted, single face 5 VA UNV N/A LED N/A G N/A Interior LITHONIA #LRP-[HOUSING COLOR]-1-GMR-[DIRECTIONAL Indicators]-120/277 EVENLITE "Sovereign II|" SURE-LITES "ES" Ser ies TBD Pool Pump Room XR1 Recessed Exit Sign Same as XW1 above, except recessed mounted and double faced. 11 VA UNV N/A LED N/A G N/A Interior LITHONIA #LRP-[HOUSING COLOR]-2-GMR-[DIRECTIONAL Indicators]-120/277 EVENLITE "Sovereign II|" SURE-LITES "ES" Ser ies TBD Corridors W2-EM 4' Wall Mounted BOH Strip
(Emergency)
Same as W2 above, except with emergency battery pack. 24 VA UNV Integral 0-10V 10% Dimmable Driver
LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-E10WLCP-WH COLUMBIA "LCL" METALUX "SNLED" White Backwash, MPR Rooftop Access
W2 4' Wall Mounted BOH Strip "CLX" series lensed striplight with 4' length. 24 VA UNV Integral 0-10V 10% Dimmable Driver
LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH COLUM BIA "LCL" METALUX "SNLED" White Backwash, MPR Rooftop Access
W1 2' Wall Mounted Linear
Mirror Light
"Beam 2" series wall mounted direct LED with 500 lm/ft, 0.25" dropped Glo lens, 2' length to match vanity mirror, standard finish to be determined, universal votlage and 1 circuit. 5 w/ft UNV Integral 0-10V
1% Dimmable Driver
LED 500 lm/ft 3500K 80 Interior AXIS #TB2WDLED-500-80-35-0.25G-2-[FINISH]-UNV-DP-1 SELUX "M60" FOCAL POINT "Seem 2 Wall Mount"
TBD Restrooms (Mirrors)
S2-2 2' Surface Mounted BOH Strip "CLX" series lensed striplight with 2' length, low output. 11 VA UNV Integral 0-10V 10% Dimmable Driver
LED 1540 lm 3500K 80 Interior LITHONIA #CLX-L24-1500LM-SEF-FDL-MVOLT-GZ1-35K-80CRI COLUMBIA "LCL" METALUX "SNLED" TBD Storage S1-3 3' Surface Mounted Industrial Strip -
Hazardous Location
Same as S1 above, except 3' in length. 30 VA UNV Integ ral 0-10V 10% Dimmable Driver
LED 2715 lm 3500K 80+ Interior PARAMOUNT #PMHC3-3-SF-UNV-35K-CRI83-36L-PZ-[LENS]-LD KURTZON " WL-A-LED" KENALL "HES5" White Tank Storage S1 4' Surface Mounted Industrial Strip -
Hazardous Location
"C3" series hazardous location lensed striplight with 4' length, surface mounting, universal voltage, standard (white) painted zinc steel finish, and .125 white polycarbonate lens. 40 VA UNV Integral 0-10V
10% Dimmable Driver
LED 3620 lm 3500K 80+ Interior PARAMOUNT #PMHC3-4-SF-UNV-35K-CRI83-36L-PZ-[LENS]-LD KURTZON " WL-A-LED" KENALL "HES5" White Chemical Storage R5 4" Recessed Shower Downlight
(Square, Dead Front)
"Evo" series 4" recessed square shower downlight with non-conductive dead front trim, clear reflector and flange color
9 VA UNV Integral 0-10V
1% Dimmable Driver
LED 1001 lm 3500K 80+ Interior
(WET)
GOTHAM #EVO4SQSH-35/10-[LENS SETTING]-[LENS]-MVOLT-[DRIVER]-[CONTROL INTERFACE]
PORTFOLIO "LDSQ4C" +
"PSSQMW1"
White Showers
R4-HEM 4" Recessed Square Downlight
(High Output, Emergency)
Same as R4-H above, except with emergency battery pack. 14 VA UNV Integral 0-10V 1% Dimmable Driver
LED 1527 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/15-AR-[FINISH]-MVOLT-GZ1-EL LUCIFER "Frax ion 4" PORTFOLIO "LDSQ4C" White Corridors R4-H 4" Recessed Square Downlight
(High Output)
"Evo" series 4" high output recessed square downlight 14 VA UNV Integral 0-10V 1% Dimmable Driver
LED 1527 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/15-AR-[FINISH]-MVOLT-GZ1 LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Corridors R4-EM 4" Recessed Square Downlight
(Emergency)
Same as R4 above, except with emergency battery pack. 9 VA UNV Integral 0-10V 1% Dimmable Driver
LED 1001 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/10-AR-[FINISH]-MVOLT-GZ1-EL LUCIFER "Frax ion 4" PORTFOLIO "LDSQ4C" White Corridors R4 4" Recessed Square Downlight "Evo" series 4" recessed square downlight with clear reflector and flange color 9 VA UNV Integral 0-10V 1% Dimmable Driver
LED 1001 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/10-AR-[FINISH]-MVOLT-GZ1 LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Restrooms R3 Recessed Perimeter Slot "Beam 4 Perimeter" series, linear recessed periemter LED, universal voltage, lengths per plans 5 VA/FT U NV Integral 0-10V 1% Dimmable Driver
LED 600 lm/ft 3500K 80 Interior AXIS #BBPRLEDPAT-600-80-B35-[SHIELDING]-[SHIELDING POSITION]-[LENGTH PER PLAN]-W-UNV-DPB(STC)-[CIRUITS]-DS-[END CAP]
SELUX "M100 LED Perimeter
Mount w/On-Site Adjustability"
FOCAL POINT "Seem 4
Perimeter"
White Lobby, Restrooms
R2-8 8' Recessed Linear "Beam 3 Recessed" with flush shielding, 8' length. 4 2 VA UNV Integral 0-10V 1% Dimmable Driver
LED 660 lm/ft 3500K 80 Interior AXIS #BMRLED-660-80-B35-FL-8-[FINISH]-UNV-DPB(STC)-[CIRCUITS]-[MOUNTING] SELUX "M100" FOCAL POINT "Seem 4" Sta ff Lounge R2-6 6' Recessed Linear "Beam 3 Recessed" with flush shielding, 6' length. 3 2 VA UNV Integral 0-10V 1% Dimmable Driver
LED 660 lm/ft 3500K 80 Interior AXIS #BMRLED-660-80-B35-FL-6-[FINISH]-UNV-DPB(STC)-[CIRCUITS]-[MOUNTING] SELUX "M100" FOCAL POINT "Seem 4" Lob by, MPR R1 2x2 Recessed Direct/Indirect "Whisper LED" with 2x2 size and soft white acrylic shielding. 28 VA UNV Integral 0-10V 1% Dimmable Driver
LED 3468 lm 3500K 80 Interior MARK LIGHTING #WHSPR-2x2-80CRI-35K-3500LM-MIN1-MVOLT-SWC FINELITE "HPR" FOCAL POINT "Equation 2" White Office, Admin P3 8' Pendant Mounted Linear "Beam 3 Pendant" series, 8' linear pendant mounted LED, universal voltage, plus 36" hanger chain pair.
42 VA UNV Integral 0-10V
1% Dimmable Driver
LED 660 lm/ft 3500K 80 Interior AXIS #TB3DLED-660-80-B35-[SHIELIDING]-8-W-UNV-DPB(STC)-[CIRCUITS]-[MOUNTI NG]
SELUX "M100" FOCAL POINT "Seem 4" White First Aid
P1-HEM 4' Pendant Mounted BOH Strip
(High Output Emergency)
"CLX" series lensed striplight with 4' length, high output, 36" hanger chain pair, with emergency battery pack.
30 VA UNV Integral 0-10V
10% Dimmable Driver
LED 5142 lm 3500K 80 Interior LITHONIA #CLX-L48-5000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 +E10WLCP
COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room,
Electrical
P1-L 4' Pendant Mounted BOH Strip
(Low Output)
Same as P1-H above, except with lower output. 24 VA U NV Integral 0-10V 10% Dimmable Driver
LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Storage P1-H3 3' Pendant Mounted BOH Strip
(High Output)
Same as P1-H above, except 3' in length. 25 VA UNV Int egral 0-10V 10% Dimmable Driver
LED 4248 lm 3500K 80 Interior LITHONIA #CLX-L48-3750LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room, Electrical
P1-H 4' Pendant Mounted BOH Strip
(High Output)
"CLX" series lensed striplight with 4' length, high output; plus 36" hanger chain pair. 30 VA UNV Integra l 0-10V 10% Dimmable Driver
LED 5142 lm 3500K 80 Interior LITHONIA #CLX-L48-5000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room, Electrical
C2 Concealed Linear Wallwash
Tapelight
"KALYPSO White High Efficiency HD IP67" compact linear grazer. 4.6 VA/FT UNV Remote 0-10V 1% Dimmable Driver
LED 500 lm/ft 3500K 80 Interior
(WET)
LED LINEAR #KALYPSO-HYDRA-HD15-W8-35-[LENGTH PER PLAN]-30-IP67 No Equal No Equal White Men's Shower, Women's Shower
C1 Concealed Undercabinet Tapelight "UNI-WL-I + CH-409" series, extruded aluminum channel with anodized matte finish, lengths per plans; plus "Uniform Static White (Indoor)" light tape.

3.4 VA/FT UNV Remote 0-10V
1% Dimmable Driver
LED 485 lm/ft 3500K 90+ Interior KELVIX #UNI-WL- I - 500-35K-24V-NA-[LENGTH PER PLAN] + #CH-409-[LENGTH PER PLAN]-WH-CP-EC
TIVOLI "TivoTape Indoor -
High Output" + "Mosher"
Channel
CALI "LLED8200" Series TBD MPR, Staff Lounge, First
Aid
Type Name Description
Apparent
Load Voltage Driver Source Lumens CCT CRI Condition Manufacture r Model Number Equal 1 Equal 2 Finish Location Electrical Source Manufacturer

INTERIOR LIGHTING FIXTURE SCHEDULE
N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
129
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

GAYLEWAYMONROE STREET

NOPARKINGEVCHARGINGONLYNO PARKING NO PARKINGEVCHARGINGONLYEVCHARGINGONLY

COMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT

MONROE STREET
(E) BLDG
BLDG

LIMIT OF WORK

PROPERTY LINE

PROPERTY LINE
NEW
JWP
JWP
600-4T MAIN"PMB"600A-277/480V,3PHPULL BOX24"x36"

UTILITY TRANSFORMER
01E2.02
01E2.01

DUAL STATION

SINGLE STATION

FUTURE STATION

GFIWP GFIWP
MUSC-1MUSC-2MUSC-3MUSC-4MUSC-1EMUSC-1P1
P2P3
P4
MUSC-2MUSC-3EMUSC-2EMUSC-3
EMUSC-2MUSC-2
11"x17"HH11"x17"HH
HH11"x17"11"x17"HH
EMUSC-1EMUSC-2EMUSC-3EMUSC-42
2 LPA-1414 14%VD=1.1#10
J IRRIGATION CONTROLWPLPA-20#10
3 JWP
JWP
JWPJWP

FUTURE STATION

FUTURE STATIONFUTURE STATION

DUAL STATION

DUAL STATIONSINGLE STATIONSINGLE STATION

DUAL STATION
(4) 2"C.O(3) 2"C.O(2) 2"C.O
(1) 2"C.O(1) 2"C.O
(2) 2"C.O
(6) 2"C.O(2) 2"C.2#1+1#6 EG.
4(6) 2"C.O(1) 2"C.2#1+1#6 EG.

PANEL "EVP-1 & 2(2) 2"C.2#1+1#6 EG.(6) 2"C.O
22 2
2 225
04 ELECTRICAL SITE PLAN1" = 20'-0"
N
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023RevisionDate "AS BUILT"DATE RCEEXP.REVIEWED BY:INSPECTORDATESHEETS SHEETENGINEERING DEPARTMENTCITY OF CARLSBADLANDSCAPE IMPROVEMENT PLANS FOR:

APPROVED:PLANNINGDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIAL DATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBADCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOLDate Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202304/30/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4PROJECT 4724PROJECT NO.
2nd PLAN CHECK SUBMITTAL05/01/2024
APPROVED FOR IRRIGATIONAND PLANTING ONLY,INCLUDING PRECISE LOCATIONOF PLANTING AREA.

E1.10ELECTRICALSITE PLAN

KEYNOTES

GENERAL NOTES
12NOT USED.REFER TO MUSCO LIGHTING FEEDER SCHEDULE AND MUSCO LIGHTINGFEEDER SCHEDULE/EGRESS LIGHTING TABLES ON THIS SHEET FOR FEEDERSIZING.(2)- 2" SPARE CONDUIT ONLY BETWEEN THE ELECTRICAL ROOMS IN BUILDINGA & B. STUB-UP 6" A.F.F AND CAP. PROVIDE PULL STRINGS.CHARGE-POINT CP6000 LEVEL 2 CHARGERS RATED AT 80A/2P 208V.DUAL CHARGE STATION WITH SHARE 80A/2P BREAKER.REFER TO FEEDER SCHEDULE SHEET E5.01 MUSC-1FEEDERCONDUIT/CONDUCTOR1"C.3#12+1#12 EG.APPROX.LENGHTV.D %CKTPOLECONTACTORID 0.32SLP-1,3,5P1C1 MUSC-2MUSC-3

MUSCO LIGHTING FEEDER SCHEDULE
EMUSC-1FEEDERCONDUIT/CONDUCTORAPPROX.LENGHTV.D %CKTPOLE EMUSC-2

MUSCO LIGHTING FEEDER SCHEDULE/EGRESS LIGHTING
1"C.3#12+1#12 EG0.63SLP-8,10,12P2C2 SLP-2,4,6P3C3
156'INV2-1ALIC 305'INV2-2ALIC 194'CONTACTORPANEL EMUSC-3 MUSC-4SLP-7,9,11P4C4
50' EMUSC-4ALICALIC
1"C.3#12+1#12 EG1"C.3#12+1#12 EG
P1P2P3P4 1"C.2#12+1#12 EG.1"C.2#12+1#12 EG1"C.2#12+1#12 EG1"C.2#12+1#12 EG 156'305'194'50'0.400.24

0.320.630.400.24INV2-3INV2-4

1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH -IN.2.ALL ROUTING ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINALROUTING PRIOR TO INSTALLATION.3.CONTRACTOR TO REFER TO TECHNOLOGY DRAWINGS. 345
OCH1902710
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
130
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

GAYLEWAYMONROE STREET

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACT

COMPACT
ZN1
ZN1
ZN1
ZN1ZN1-W
ZS1
ZS1
ZS1
ZS1
ZS1
ZS1 ZS1 ZS1
ZN1-L
ZN1-L
ZN1-L
ZN1-L
11"x17"HHHPA-6VIA LCP-R2
6-R2
6-R2
6-R2
6-R2
6-R2
6-R2
6-R2
6-R2 6-R2
#101
HPA-7VIA LCP-R37-R37-R37-R37-R37-R37-R3
7-R3
7-R37-R3
7-R3
#10
1 2
2 7-R37-R3

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

Submittal Date100% SCHEMATIC DESIGN06/27/2023
Revision Date
"AS BUILT"
CIVIL ENGINEER DATERCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETSSHEET

ENGINEERING DEPARTMENTCITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIAL

ENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.
2nd PLAN CHECK SUBMITTAL05/01/2024
N
04LIGHTING SITE PLAN1" = 20'-0"
E1.11

LIGHTING SITE PLAN
1" = 20'-0"

KEYNOTES

GENERAL NOTES
1 CONTRACTOR TO PROVIDE SAME SIZE OF CONDUCTOR ALONG ENTIREBRANCH CIRCUIT AS SHOWN ON HOMERUN.

CONCEAL CONDUITS AS MUCH AS POSSIBLE WITH STRUCTURAL BEAMPOCKETS. EXPOSED CONDUITS TO BE PAINTED TO MATCH ADJACENTSURFACE. COORDINATE WITH ARCHITECT BEFORE ROUGH-IN.

1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH -IN.

2.ALL ROUTING ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINALROUTING PRIOR TO INSTALLATION. 2 R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
131
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
01 01
PA
PA
GP
N S - 7 2 8 . 9 3 9 8 8 4
R E V IT CO N T R O L P O IN T E W - 2 2 7 7 . 7 3 1 5 1 7 E le v - 0 ' - 0 " 12"
12"
12"
ABCD
R
T
GP GP
GP
6 7
1 2
3 4
ABCD
EF
E-1802
E-1803
E-1804
6 7
F
E-1801
E-1802
E-1803

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL

DEMOLITION

FLOOR PLAN - BLDG
A & B
E2.01
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL DEMOLITION FLOOR PLAN - BLDG A & B

KEYNOTES

ITEM DESCRIPTION
E-1801 DISCONNECT AND REMOVE ALL

EXISTING DISTRIBUTION BOARD,

DISTRIBUTION PANELS, ELECTRICAL

CONTROL PANELS INSIDE ELECTRICAL

ROOM OR/AND ANY OTHER LOCATION

WITHIN THE BUILDING INCLUDING
CONDUITS AND CONDUCTORS.

E-1802 DISCONNECT AND REMOVE ALL

EXISTING ELECTRICAL DEVICES, POWER

OUTLETS, DISCONNECT SWITCHES,

JUNCTION AND PULL BOXES,

ELECTRICAL PANELS, INCLUDING ALL
CONDUITS AND CONDUCTORS.

E-1803 DISCONNECT AND REMOVE ALL

EXISTING LIGHTING SWITCHES,

LIGHTING FIXTURES, EXIT SIGNS,

LIGHTING CONTROLS, INCLUDING ALL
CONDUITS AND CONDUCTORS.

E-1804 REMOVE EXISTING LIGHTING CIRCUIT

AND ALL ASSOCIATED ELECTRICAL

DEVICES FROM REMOVED OUTDOOR
POLE LIGHT FIXTURES. REFER TO CIVIL

DRAWINGS FOR ADDITIONAL
INFORMATION.
1/8" = 1'-0"
POWER DEMO FLOOR PLAN - BLDG A 04
1/8" = 1'-0"
POWER DEMO FLOOR PLAN - BLDG B 10
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
132
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
PA
PA
GP
N S - 7 2 8 . 9 3 9 8 8 4
R E V IT CO N T R O L P O IN T E W - 2 2 7 7 . 7 3 1 5 1 7 E le v - 0 ' - 0 " 12"
12"
12"
ABCD
R
T
C
C
C
WP WP
WP WP
WP
WP
J
J
J
J
J
BCD
F
J
J
1 2
3 4
ABCD
EF
MULTI

PURPOSE
ROOM
14 MEN'S

RESTROOM
04 STAFF
LOUNGE
03 STAFF
RR
03A
STAFF
SHOWER
03B
LOBBY
01 ADMIN
07 OFFICE
07A

WOMEN'S

RESTROOM
09 FIRST
AID
16 EQUIPMENT

STORAGE
17 E4.01
04 WOMEN'S
SHOWER
11 WOMEN'S
SHOWER
11 STORAGE
09A

CORRIDOR
08 MEN'S
SHOWER
06 MEN'S

CHANGING/

LOCKERS
05 TELEPHONE
15 CORRIDOR
02 STORAGE
04A
+60"
TV
+42"
+42"
+42"
+42"
+42"
+42"
+60"
TV
+42"
+42"
+42"
+72" +24"
CM IDF
LPA - 1,3
1 1
3 3
3 LPA - 2
2 2
2 2
LPA - 5,7
75 5
5 5
LPA - 4
LPA - 6
6 6
6 6
LPA - 8
8 8
8 8
8 4
4 4
4 2
LPA - 9
9 9
9 LPA - 10,12
12 12 10
10 LPA - 11
TYP.

E-1401
TYP.

E-1401
LPA - 15
15 15 15
15 15 15
LPA - 16,18
16 18
11 11
11 11
LPA - 17,19
17 17
CR
CR
IPH
CR
IPH
GD?
E-1403
E-1403
E-1403
2 LPA - 22
LPA - 24
22 24
6 E-1405
LPA - 23
23 FACP
LPA - 26
TYP.

E-1407
c
E-1408
E-1408
E-1408
c
c
E-1408
TYP.

E-1407
5 6
7 EF
FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C

CORRIDOR/

LOCKERS
20 FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E

STORAGE
19 ELECTRICAL
21 POOL
PUMP
ROOM
22 SP
E4.01
05 +42" +42" +42"
+42" +42"
PUMP

CONTROLLER

DATA/NETWORK

CONNECTION
LPM1 - 8
8 8
8 8
8 8
CR
8 DMB - 6
E-1402
E-1403
E-1404
LPM1 - 10
10 10
10 CONNECT TO
ETP. REFER TO SHEET
E2.03 FOR CONTINUATION.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL FIRST

FLOOR PLAN - BLDG
A & B
E2.02
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL FIRST FLOOR PLAN - BLDG A & B

KEYNOTES

ITEM DESCRIPTION
E-1401 PROVIDE AND INSTALL LEGRAND ADORNE DUPLEX/USB A/C TYPE COMBO, 20A WALL RECEPTACLE .

E-1402 REFER TO SINGLE LINE DIAGRAM FOR FEEDER SIZE.

E-1403 PROVIDE (2) 1"C.O TO ACCESS CONTROL PANEL. RE FER TO T0.02 E-1404 1"C.O STUBBED UP AT CEILING SPACE. REFER T O T1.00.

E-1405 VIDEO INTERCOM. CONTRACTOR TO COORDINATE WITH TECHNOLOGY CONTRACTOR CONDUIT REQUIREMENTS BETWEEN IPH AND VM. REFER TO SHEET T1.00
E-1407 CONTROLLED OUTLET. PROVIDE AND INSTALL NLIGHT RELAY/POWER PACK TO INTERFACE WITH LIGHTING CONTROL AND POWER RECEPTACLE.

REFER TO SHEET E6.02 FOR WIRING DIAGRAM.

E-1408 TO OCCUPANCY SENSOR.
1/8" = 1'-0"
1 - FLOOR - POWER BLDG 1 04
1/8" = 1'-0"
1 - FLOOR - POWER BLDG 2 10

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH -IN.

2. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC.

CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.

3. CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES.

4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC.

INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR

SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL

EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE

INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION.

6. IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH NEC 680.14 (A)(B)

7. ALL CONDUITS IN THE PUMP ROOM AND CHEMICAL ROOMS SHALL BE PVC

COATED RGS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
133
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
M
M
M
M
M
M
M M
M
J
M
M
M
J
M
J
J
1 2
3 4
ABCD
EF

TELEPHONE
15 CORRIDOR
08 WOMEN'S

RESTROOM
09 MULTI

PURPOSE
ROOM
14 ADMIN
07 EQUIPMENT

STORAGE
17 FIRST
AID
16 OFFICE
07A
STAFF
SHOWER
03B
STAFF
RR
03A

CORRIDOR
02 MEN'S

RESTROOM
04 LOBBY
01 STAFF
LOUNGE
03 MEN'S

CHANGING/

LOCKERS
05 MEN'S
SHOWER
06 CORRIDOR
02 STORAGE
04A

CORRIDOR
08 WOMEN'S
SHOWER
11 WOMEN'S
SHOWER
11 STORAGE
09A
ELEC.
14A
FC A 1-3
FC A 1-2
FC A 1-1
FC A 2-4
FC A 2-5
FC A 2-2
FC A 2-3
GWH-1
CP-1
LPM - 1
E-1602 E-1602
E-1602
E-1602
E-1602
E-1602
E-1602
E-1602
FC A 2-1
TYP.

E-1603
LPM - 10,12
LPM - 11,13
EF-3A
EF-3B
LPM - 14
E-1604
5 6
7 EF
POOL
PUMP
ROOM
22 ELECTRICAL
21 CORRIDOR/

LOCKERS
20 FAMILY

RESTROOM/
SHOWER
20D
FAMILY

RESTROOM/
SHOWER
20E
FAMILY

RESTROOM/
SHOWER
20C
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20A
LPM1 - 1
1 1
LPM1 - 2
GWH-2
10 REFER TO SHEET E2.03
FOR CONTINUATION.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL/POWER

FIRST FLOOR PLAN
- BLDG A & B
E2.03
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B

KEYNOTES

ITEM DESCRIPTION
E-1602 PROVIDE 3/4" C.O. WITH PULL STRINGS TO THERMO STAT FOR CONTROL WIRING CONNECTION. COORDINATE WITH MECHANICAL
CONTROL CONTRACTOR FOR EXACT CONTROL LOCATION.

E-1603 MOTOR TOGGLE SWITCH 208V/2P.

E-1604 COORDINATE EF CONTROL WITH MECHANICAL CONTROL
CONTRACTOR.
1/8" = 1'-0"
1 - FLOOR - MECHANICAL/ POWER BLDG 1 04
1/8" = 1'-0"
1 - FLOOR - MECHANICAL/POWER BLDG 2 10

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH -IN.

2. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC.

CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.

3. CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES.

4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC.

INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR

SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL

EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE

INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION.

6. IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH CEC 680.14 (A)(B)
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
134
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
WP
WP
WP
M
M M
M
M
M
M
WP
WP
F F
M
M M
M
M
M
M
M
M
WP
WP
M
M
J
M
5 6
7 EF
EF-9
EF-8
EF-7
LPM1 - 3
3 3

CONDUITS

RUNS CONCELAED IN
CEILING SPACE (TYP.)
3 EF-12
EF-11
66 LPM1 - 4
4 4
LPM1 - 5,7
TYP.

E-1502
LPM1 - 6
11 E-1505
EF-10
11 EF-13
LPM1 - 11
1 2
3 4
ABCD
EF
SF-3
SF-4
SF-2 SF-1
EF-1A
EF-2
EF-4
EF-5A
EF-6
LPM - 2
LPM - 3
LPM - 4

CONDUITS

RUNS CONCELAED IN
CEILING SPACE (TYP.)
LPM - 5

CONDUITS

RUNS CONCEALED IN
CEILING SPACE (TYP.)
LPA - 21
21 21
21 21 4 4
4 5
5 3
2 2
2 TYP.

E-1502
60AS
40AF
2P
60AS
40AF
2P
#8
#8
LPM - 7,9
LPM - 6,8
E-1505
HP A 1-1
HP A 2-1
EF-5B
EF-1B
5 2
EF
PV
SYSTEM
DC/AC

INVERTER

FUTURE PV MODULES
SPACE
E-1501
E-1504
STRING 1 OF 1

TO INVETER

STUBBED -

DOWN IN

ELECTRICAL
ROOM
(1) 1" C.3#10+1#10 EG.

E-1505
E-1506
1"C.O STUBBED -

DOWN IN

STORAGE ROOM

ABOVE MDF
RACK

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

MECHANICAL/POWER

ROOF PLAN - BLDG
A & B
E2.04
OCH
MONROE ST. POOL REPLACEMENT

MECHANICAL/POWER ROOF PLAN - BLDG A & B

KEYNOTES

ITEM DESCRIPTION
E-1501 5 KW SOLAR SYSTEM USING 44.6"X69.4", 108 CELL PANELS. REFER TO DETAIL E7.04 FOR MANUFACTURER CUT SHEET.

E-1502 COORDINATE WITH MECHANICAL CONTROL CONTRACTOR FOR EF UNITS CONTROL.

E-1504 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN .

E-1505 CONDUIT RUNS IN CEILING SPACE. REFER TO GENER AL NOTE #7.

E-1506 NEMA 3R JUNCTION BOX OR 4X STAINLESS STEEL.
1/8" = 1'-0"
R - ROOF - POWER BLDG 2 10
1/8" = 1'-0"
R - ROOF - POWER BLDG 1 04
1/8" = 1'-0"
MECHANICAL ROOF PLAN BLDG B 17

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH -IN.

2. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC.

CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.

3. CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES.

4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC.

INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR

SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL

EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE

INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION.

6. IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH CEC 680.14 (A)(B)

7. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN ALL EXTERIOR INSTALLATION (EMT NOT PERMITTED).

8. PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDING

AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL.

R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
135
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED

LED LED LED LED LED

LED LED LED LED LED
OS
OS
OS OS
OS
OS
OS
OS
OS OS
OS
OS
K
OS
D
D D
D
K
MZ-3
MZ-3
SZ-1B SZ-1B
SZ-1B
SZ-1B
SZ-1B
MZ-3
D
J
J
J
D
D
J

LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED

LED LED LED

LED LED LED LED LED LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED LED LED LED LED LED LED

LED LED LED LED LED LED LED LED LED LED LED LED LED LED EM
EM
EM EM
EM
EM
EM EM
EM EM
EM
EM
EM
EM
EM
EM
D
D D
OS
OS
OS
OS
J
J
J
D
D D D
D
D D
EM
EM
EM EM
EM
EM EM
EM
EM
EM
EM
EM
1 2
3 4
ABCD
EF
MULTI

PURPOSE
ROOM
14 MEN'S
SHOWER
06 MEN'S

RESTROOM
04 MEN'S

CHANGING/

LOCKERS
05 STORAGE
04A

CORRIDOR
02 STAFF
RR
03A
STAFF
LOUNGE
03 STAFF
SHOWER
03B LOBBY
01 ADMIN
07 OFFICE
07A

CORRIDOR
08 WOMEN'S
SHOWER
11 STORAGE
09A

WOMEN'S

RESTROOM
09 WOMEN'S
SHOWER
11 EQUIPMENT

STORAGE
17 FIRST
AID
16 EXTERIOR

STORAGE
18 R2-6
R3
R3
R4-H
R1
R3
R2-6
R4-H
R3
R1 (TYP)
(TYP)
(TYP)
(TYP)
R4 (TYP)
C1
S2-2
C1
R2-8
(TYP)
(TYP)
(TYP)
R4 (TYP)
W1 (TYP)
P1-L
S2-2
C1
R5
R4
R3
W1
R4 (TYP)
(TYP)
R4 (TYP)
(TYP)
C2
ZW1 (TYP)
ab
(TYP) ZW1
P2
ab
1a
1b
3a
3b
3 3
3 ab
1a
4b
W1
R4
HPA - 1
1a 1a
1 1 1
1 1
1 1
1 1
HPA - 2
2 2
2 22 2
HPA - 3
3a
3 3
3 3
3 3
3 3
HPA - 4
4 4
4 4
4 4
4 4
4 4
4 4
4 +8' -0" +8' -0"
E-1301
1 2
14 2
1 11
1 1
1 LOBBY
SWITCH

CORRIDOR
SWITCH
HPA - 5
VIA LCP -R1
5/R1
5/R1
E-1303
E-1304
E-1303
E-1306
E-1306
E-1303
E-1306
E-1303 E-1306
W2
INV2 - 2
2 E-1307
XR1
XR1
XR1
ZS2-12
ZC1 (TYP)
HH
11"x17"
HPA - 8
VIA LCP -R4
INV2 - 3
VIA LCP -R5
8-R4
8-R4
8-R4
8-R4
8-R4
8-R4
8-R4
INV2 - 44
4 ZS2-9
ZS2-14
8-R4
E-1310
E-1310
E-1312
ZS2-14
ZS2-14
1 (TYP)
1 1 1
1 1
1 INV2 - 1
1 4
5 6
7 EF

CHEMICAL
ROOM
24 CHEMICAL
ROOM
25 BACKWASH
22A
PUMP
PIT
22B
POOL
PUMP
ROOM
22 FAMILY

RESTROOM/
SHOWER
20A
FAMILY

RESTROOM/
SHOWER
20B
FAMILY

RESTROOM/
SHOWER
20C

CORRIDOR/

LOCKERS
20 ELECTRICAL
21 STORAGE
19 FAMILY

RESTROOM/
SHOWER
20E
FAMILY

RESTROOM/
SHOWER
20D
S1
W2
P1-H
P1-L
(TYP)
R5
R4-EM
W1
R4-HEM (TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
ZW1 (TYP)
P1-H
P1-HEM (TYP)
R4-H
INV1 - 5
5 5
SLP - 14
E-1302
E-1302
14 14
14 14
14 14 14
14 14
14 14
14 14 14 14
14 14
E-1305
E-1305
E-1303
E-1304
E-1306
SLP - 13 E-1303 E-1306
E-1302
E-1302
E-1302
E-1302
P
P
E-1307
XW1
8-R4
REFER TO4/E3.01

FOR CONTINUATION
14 E-1308
8-R4
ZW1
S1 S1-3
14 P1-H3
E-1309
E-1309
E-1309
TANK

STORAGE
23 8-R4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING PLANS
E3.01
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING PLANS
1/8" = 1'-0"
1 - FLOOR - LIGHTING BLDG 1 04
1/8" = 1'-0"
1 - FLOOR - LIGHTING BLDG 2 10

KEYNOTES

ITEM DESCRIPTION
E-1301 PROVIDE WALL SWITCH WATERPROOF COVER BOX.

E-1302 PROVIDE UNSWITCHED CIRCUIT TO FEED EMERGENCY BATTERY PACK.

E-1303 CONTRACTOR TO PROVIDE NLIGHT POWER RELAY PACK (NPP16D) AS

REQUIRED TO INTERFACE WITH LIGHTING FIXTURES AND LIGHTING CONTROL DEVICES. REFER TO MANUFACTURER SHOP DRAWINGS AND SHEET E6.01 & E6.02 FOR TYPICAL DETAILS AND DIAGRAMS.

E-1304 CONTRACTOR TO PROVIDE NLIGHT EMERGENCY POWER RELAY PACK (NPP16D-ER-EFP) AS REQUIRED TO INTERFACE WITH LIGHTING FIXTURES AND LIGHTING CONTROL DEVICES. PROVIDE UNSWITCHED LIGHTING CIRCUIT FOR SENSING. REFER TO MANUFACTURER SHOP DRAWINGS AND SHEET E6.01 & E6.02 FOR TYPICAL DETAILS AND DIAGRAMS.

E-1305 EXPOSED CONDUITS IN CORROSIVE ENVIRONMENTS SHALL BE PVC COATED RIGID.

E-1306 CONTRACTOR TO PROVIDE UNSWITCHED LIGHTING CIRCUIT TO FEED LIGHTING FIXTURES WHEN LIGHTING CIRCUIT IS SHARING OTHER ROOMS.

TYPICAL THROUGHOUT THE PROJECT.

E-1307 REFER TO SHEET E6.03 FOR LIGHTING CONTROL LEGEND AND BASIS OF DESIGN SPECIFICATIONS.

E-1308 PROVIDE UNSWITCHED CIRCUIT TO FEED EXIT SIGNS. CIRCUIT SHALL BE NOT CONNECTED ANY LIGHTING CONTROL DEVICE.

E-1309 IF CONFLICTS SHOULD ARISE BETWEEN LIGHT FIXTURE LOCATIONS AND PIPING, PUMP ROOM EQUIPMENT, ETC., CONFIRM PROPOSED SHIFTS WITH LIGHTING DESIGNER PRIOR TO INSTALLATION.

E-1310 MOUNT REMOTE DRIVERS IN ACCESSIBLE CEILING SPACE OF LOBBY.

E-1312 MOUNT REMOTE DRIVERS IN ACCESSIBLE CEILING SPACE OF MULTI PURPOSE ROOM.

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH -IN

2. CONTRACTOR IS RESPPONSIBLE TO VERIFY EXACT LOCATION, QUANTITY,

MOUNTING HEIGHT AND FIXTURE TYPE OD ALL LUMINAIRES IN FIELD PRIOR TO PURCHASE AND INSTALLATION. INFORM EOR OF CONFLICTS.

3. CONTRACTOR IS RESPONSIBLE TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE APPROPIATED WIRING METHOD FOPR EACH TYPE. INSURE ALL J -BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J -BOX ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH ONLY IN "DAISE CHAIN" METHOD OR WHIT INDICATED HOMERUNS TO EACH LUMINAIRE.

J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCSEES.

4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR A COMPLETE LIGHTING CONTROL SYSTEM. FINAL PLACEMENTS OF DEVICES SHALL BE COORDINATE IN FIRELD.

5. OCCUPANCY/VACANCY SENSORS AND PHOTOCELLS SHALL BE LOCATED TO THE MOST EFFICIENT LOCATION AVOIDING OBSTRUCTIONS. INSTALL PER MANUFACTURER INSTRUCTIONS.

6. CONTRACTOR TO INTERCEPT UNSWITCHED CIRCUIT FEEDING THE

LUMINAIRES IN THE AREA AND EXTEND TO CONNECT LIGHTING CONTROL DEVICES.

N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
136
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
4 B
FAPS
FACP
HPA
LPA
LPM
LCP
ELEC.
14A
E-1701
INV2
LPA - 13
ACP
HPA - 9
5 6
E
EVP
SLP
LPM1
ALIC
CMC
PMB
T1
DMB

ELECTRICAL
21 CORRIDOR/

LOCKERS
20 STORAGE
19 CORRIDOR/

LOCKERS
20 STORAGE
19 LPM1 - 9
9 E-1702
INV1
E-1703
LPA - 25
+72"
INV1 - 6
SLP - 15 E-1706
E-1705
MDF
MUSCO

CONTACTOR
PANELS
E-1708
E-1707
GBB

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ENLARGED

ELECTRICAL PLANS
E4.01
OCH
MONROE ST. POOL REPLACEMENT

ENLARGED ELECTRICAL PLANS
1/4" = 1'-0"
ELECTRICAL ROOM - BLDG A 04
1/4" = 1'-0"
ELECTRICAL ROOM - BLDG B 05

KEYNOTES

ITEM DESCRIPTION
E-1701 LIGHTING INVERTER MYERS LV-4-G-1-B15-06-LVST
E-1702 ELECTRICAL EQUIPMENT SIZES ARE BASED ON SQUA RE-D SHOP DRAWINGS TO MEET ALL CODE CLEARANCE . REFER TO SHEET
E7.01 FOR REFERENCE.

E-1703 LIGHTING INVERTER MYERS ILLUMINATOR SUPERNOVA
6-1-06-S-BD2006-2YWT.

E-1705 RUN CIRCUIT INV1-6 VIA 277/120V STEP DOWN TRA NSFORMER PROVIDED BY MUSCO LIGHTING.

E-1706 RUN CIRCUIT SLP-15 VIA 277/120V STEP DOWN TRA NSFORMER PROVIDED BY MUSCO LIGHTING.

E-1707 COORDINATE WITH TECHNOLOGY CONTRACTOR FOR EXA CT MDF CABINET LOCATION BEFORE ROUGH-IN.

E-1708 PROVIDE PANIC HARDWARE FOR DOOR.

R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
137
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
MAIN SWITCHBOARD "PMB"
277Y/480V - 600 A, 3PH, 4W
65 KAIC
600A CU BUS 277/480V - 3PH, 4W

UTILITY TRANSFORMER
INV -1
PANEL

GROUND FLOOR
GND N
100A
3P
HPA
PANEL 100-4
600AS
600AT
3P
M
SLP
PANEL 150-4
SPACE
25A
1P
150A
3P

LIGHTING
LOADS

INVERTER

5.0KW
SPORTS

LIGHTING
600-4.

DIST. 60' - %V.D.==.4

SPACE SPACE
DISTRIBUTION BOARD "DMB"
120Y/208V - 800 A, 3PH, 4W
42 KAIC
800A CU BUS 120/208V - 3PH, 4W
LPA
PANEL 125-4
LPM
PANEL 150-4
SP
PANEL 150-4
EVP
PANEL 400-4
SPACE
125A
3P
150A
3P
150A
3P
400A
3P
PLUG
LOADS

MECHANICAL
LOADS
BY
ADG
CHARGE

STATION
E-1001
E-1002
(TYP.) SPACE SPACE

FROM PV SYSTEM

REFER TO
SHEET E5.02

FOR CONTINUATION
800A
3P
"T1" 300KVA TRANSFORMER
480V-120Y/208V - 3PH, 4W
%Z=4.3
450A
3P
M

HOUSE POWER
METER

P HOUSE POWER
METER
MAIN
METER
(TYP.)
E-1001
450-3 800-4
LPM1
PANEL 100-4
100A
3P

MECHANICAL
LOADS

REFER TO
08/E7.01.
1"C.1#2/0
DIST. 15' - %V.D.=.2
DIST. 20' - %V.D.=
DIST. 20' - %V.D.=.2
DIST. 20' - %V.D.=.2
DIST. 60' - %V.D.=1.0
DIST. 60' - %V.D.=.9
DIST. 60' - %V.D.=.9
DIST. 20' - %V.D.=.3
DIST. 30' - %V.D.=.5
1"c.3#10+1#12 EG.

FULLY
RATED
3/4"C.2#10+1#12 EG.
20A
3P
E-1012
F 60AS
35AF
2P

PUMP CNTRL
M
5KW
35A
2P
30-3
DIST. 60' - %V.D.=.4
LCP
PANEL
CMC
MUSCO
ALIC
MUSCO
INV -2
PANEL

REFER TO MUSCO DESIGN

DRAWINGS FOR MORE

INFORMATION
E-1014

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

SINGLE LINE

DIAGRAM AND LOAD

FEEDER SCHEDULE
E5.01
OCH
MONROE ST. POOL REPLACEMENT

SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE

ITEM DESCRIPTION
E-1001 DENOTES FUTURE METERING OF ELECTRICAL POWER A ND ENERGY PER 2022 CALIFORNIA ENERGY CODE.

E-1002 3 INSTALLED AND INFRASTRUCTURE FOR 10.

E-1012 LABEL SWITCH PER CEC 690.13(B): "WARNING ELEC TRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINAL ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN OPEN POSITION".

E-1014 PROVIDE 90 DEGREE CONDUCTORS FOR INVERTER FEE DER.

9. NOT ALL SIZES USED.

SIZE AND TYPE - AS NOTED.

8. FEEDERS WITH AN AMPACITY > 400A SHALL BE PROVIDED WITH A SPARE CONDUIT OF EQUIVALENT

7. FEEDERS CONNECTED TO AN EMERGENCY INVERTER OR PV SHALL BE RATED AT 90 DEG. C.

HAVE OVERSIZED NEUTRAL (200% MIN.)

6. FEEDERS CONNECTED TO THE SECONDARY OF A K-4 OR HIGHER XFMR SHALL

5. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG. C TERMINALS.

4. "S" INDICATES A FEEDER COMING FROM A SEPARATELY DERIVED SYSTEM.

3. CONDUIT SIZES CALLED OUT ON PLANS SUPERSEDE THIS SCHEDULE.

2. "+" IN FEEDER TAGS SHOWN ON PLANS INDICATES A FEEDER UPSIZED DUE TO VOLTAGE DROP.

INSULATION TYPE (THHN/THWN) AT ONE HUNDRED (100') FEEDER LENGTH.

1. CONDUCTOR AND CONDUITSIZE SHOWN IN THIS SCHEDULE ARE BASED ON COPPER WIRE AND

FEEDER SIZING NOTES
4000-4 11 4" (4)500 500 4000-3 11 4" (3)500 500
3000-4 8 4" (4)500 400 3000-3 8 4" (3)500 400
2500-4S 7 4" (4)500 250 --- --- --- --- ---
2500-4 7 4" (4)500 350 2500-3 7 4" (3)500 350
2000-4 6 4" (4)500 250 2000-3 5 4" (3)500 250
1600-4S 5 4" (4)400 4/0 --- --- --- --- ---
1600-4 5 4" (4)400 4/0 1600-3 4 3" (3)400 4/0
1200-4 4 4" (4)350 3/0 1200-3 4 3" (3)350 3/0
1000-4S 3 4" (4)500 3/0 --- --- --- --- ---
1000-4 3 4" (4)500 2/0 1000-3 3 4" (3)500 2/0
800-4S 3 3" (4)300 3/0 --- --- --- --- ---
800-4 3 3" (4)300 1/0 800-3 3 3" (3)300 1/0
750-4 2 4" (4)500 1/0 750-3 2 4" (3)500 1/0
650-4 2 4" (4)400 1/0 650-3 2 3" (3)400 1/0
600-4 2 3" (4)350 1 600-3 2 3" (3)350 1
500-4S 2 3" (4)250 2/0 --- --- --- --- ---
500-4 2 3" (4)250 2 500-3 2 2-1/2" (3)250 2
450-4 2 2-1/2" (4)4/0 2 450-3 2 2-1/2" (3)4/0 2
400-4S 2 2-1/2" (4)3/0 1/0 --- --- --- --- ---
400-4 2 2-1/2" (4)3/0 2 400-3 2 2" (3)3/0 2
350-4 1 4" (4)500 2 350-3 1 4" (3)500 2
300-4 1 3" (4)350 4 300-3 1 3" (3)350 4
250-4 1 3" (4)250 4 250-3 1 2-1/2" (3)250 4
225-4S 1 2-1/2" (4)4/0 2
225-4 1 2-1/2" (4)4/0 4 225-3 1 2-1/2" (3)4/0 4
200-4 1 2-1/2" (4)3/0 6 200-3 1 2" (3)3/0 6
175-4 1 2" (4)2/0 6 175-3 1 2" (3)2/0 6
150-4S 1 2" (4)1/0 6 --- --- --- --- ---
150-4 1 2" (4)1/0 6 150-3 1 2" (3)1/0 6
125-4 1 2" (4)1 6 125-3 1 1-1/2" (3)1 6
110-4 1 1-1/2" (4)2 6 110-3 1 1-1/2" (3)2 6
100-4S 1 1-1/2" (4)2 8 --- --- --- --- ---
100-4 1 1-1/2" (4)2 8 100-3 1 1-1/2" (3)2 8
90-4 1 1-1/2" (4)2 8 90-3 1 1-1/2" (3)2 8
80-4 1 1-1/2" (4)2 8 80-3 1 1-1/2" (3)2 8
70-4 1 1-1/2" (4)4 8 70-3 1 1-1/2" (3)4 8
60-4 1 1-1/2" (4)4 10 60-3 1 1-1/2" (3)4 10
50-4 1 1" (4)6 10 50-3 1 1" (3)6 10
40-4 1 1" (4)8 10 40-3 1 3/4" (3)8 10
30-4 1 3/4" (4)10 10 30-3 1 3/4" (3)10 10
20-4 1 3/4" (4)12 12 20-3 1 3/4" (3)12 12
15-4 1 3/4" (4)12 12 15-3 1 3/4" (3)12 12
# SETS SIZE Φ & N GND # SETS SIZE Φ GND
MARK
(AMPACITY)

CONDUITS CONDUCTORS PER SET MARK
(AMPACITY)

CONDUITS CONDUCTORS PER SET

COPPER FEEDER SCHEDULE

1. ALL EQUIPMENT TO BE SIEMENS OR APPROVED EQUAL.

2. ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH SPECIFIED AND APPROPRIATE UL LISTING BASED ON THE ENVIRONMENT IN WHICH THE EQUIPMENT IS TO BE MOUNTED.

3. 4. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREES CELSIUS CONDUCTORS.

5. ALL SERVICE ENTRANCE EQUIPMENT/DISTRIBUTION BOARDS/SWITCHBOARDS RATED AT 600A OR

GREATER SHALL BE PROVIDED WITH A SOLID STATE MAIN OVER -CURRENT PROTECTIVE DEVICE AND BUSSING RATED AT 100% OPERATION.

6. ALL SWITCH/DISTRIBUTION BOARDS SHALL BE PROVIDED WITH:

COPPER BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL

BUSSING SHALL BE FULL LENGTH AND HAVE PROVISIONS FOR FUTURE EXTENSIONS WERE APPLICABLE. ALL BUSSING SHALL HAVE A MINIMUM WITHSTAND RATING EQUAL TO AVAILABLE FAULT CURRENT INDICATED ON THE AIC CALCULATION. ALL VERTICAL AND HORIZONTAL

BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD ASSEMBLIES. PROVIDE 100% NEUTRAL BUSSING MINIMUM - UNLESS OTHERWISE NOTED.

PROVIDE FULL LENGTH GROUND BUSS, AND WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS - UNLESS OTHERWISE NOTED OR REQUIRED.
a.

LUGS SHALL BE SUITABLE FOR USE WITH BOTH COPPER AND ALUMINUM CONDUCTORS AND 75 DEGREE CELSIUS AMPACITY CONDUCTORS.
b.

PERMANENT PLACARDS(S) MARKED PER THE SPECIFICATIONS AND PER NEC (CEC - WHERE ADOPTED SECTIONS 225.37, 230.2(E), 690.56(B) & (C), 692.56, 700.8, 701.9, AND 702.8 DENOTING

PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY OR STAND -BY POWER SOURCES, ETC. AS APPLICABLE.
c.

7. CONTRACTOR SHALL PROVIDE SWITCHBOARD SHOP DRAWINGS TO SERVING UTILITY COMPANY PRIOR TO FABRICATION OF EQUIPMENT. CONTRACTOR SHALL SECURE CONFIRMATION PROPOSED SWITCHBOARD COMPLIES WITH ELECTRICAL UTILITY COMPANY REGULATIONS.

8. ELECTRICAL EQUIPMENT SUBMITTALS SHALL BE ACCOMPANIED BY A 1/4" = 1' -0" SCALED DRAWING WHICH REFERENCES ALL ELECTRICAL EQUIPMENT ROOMS AND EQUIPMENT. DRAWING SHALL

CLEARLY IDENTIFY ADEQUATE SPACE IS PROVIDED IN ELECTRICAL ROOMS TO ACCOMMODATE THE INSTALLATION OF ELECTRICAL EQUIPMENT WHILE MAINTAINING ALL REQUIRED CODE CLEARANCES.

ALL SUBMITTALS NOT ACCOMPANIED BY SCALED DRAWING WILL BE REJECTED AS INCOMPLETE.

9. EC SHALL CONDUCT, WITH ASSISTANCE OF SWITCHGEAR MANUFACTURER, AN ELECTRICAL

HAZARD ANALYSIS CONSISTING OF AN ARC FLASH, SHORT CIRCUIT, AND COORDINATION STUDY TO

DETERMINE APPROPRIATE LEVELS OF PERSONNEL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY NFPA 70E AND IEEE STD 1584, AND TO ENSURE PROPER COORDINATION (INCLUDING GROUND

FAULT COORDINATION) EXISTS BETWEEN ALL OVER - CURRENT PROTECTIVE DEVICES SHOWN ON SINGLE -LINE DIAGRAM. ADDITIONALLY:

STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICAL SINGLE -LINE DIAGRAM. NORMAL

SYSTEM CONNECTIONS AND THOSE THAT RESULT IN MAXIMUM FAULT CONDITION SHALL BE ADEQUATELY COVERED IN THE STUDY. PERFORM STUDY WITH THE AID OF A COMPUTER PROGRAM, SKM CAPTOR, OR EQUAL. STUDY SHALL IDENTIFY SELECTIVE COORDINATION SUCH THAT DEVICE CLOSEST TO FAULT WILL TRIP FIRST. GROUND FAULT PORTION OF THE STUDY

SHALL DEMONSTRATE COORDINATION OF MAIN BREAKER AND ANY FEEDER GROUND FAULT DEVICES WITH DOWNSTREAM CIRCUIT BREAKERS 30A AND LESS.
a.

EC SHALL BE RESPONSIBLE TO RECOMMEND SETTINGS OF ALL DEVICES AND TO INCLUDE GROUND FAULT SETTINGS NECESSARY TO ACHIEVE SYSTEM COORDINATION. CONTRACTOR

SHALL FIELD ADJUST DEVICES ACCORDINGLY UTILIZING A QUALIFIED MANUFACTURER'S REPRESENTATIVE.
b.

DURING THE CONSTRUCTION PHASE OF THE PROJECT ALL GROUND FAULT RELAYS SHALL BE SET AT SHORTEST AVAILABLE TIME DELAY.
c.

RESULT OF COORDINATION STUDY SHALL BE SUBMITTED AS PART OF OVERALL SWITCHGEAR

SUBMITTAL AND SHALL INCLUDE PROTECTIVE DEVICE TIME VERSUS CURRENT COORDINATION

CURVES, GROUPING APPROPRIATE DEVICES TOGETHER, TABULATIONS OF RELAY AND CIRCUIT BREAKER TRIP SETTINGS, FUSE SELECTION, AND COMMENTARY REGARDING SAME. d.

A GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY AN INDEPENDENT TESTING AGENCY PER NEC (CEC - WHERE ADOPTED) 230.95(C). GROUND FAULT SYSTEM TEST SHALL BE PERFORMED IN PRESENCE OF LOCAL AHJ. VERIFICATION OF DEVICE SETTINGS PER THE COORDINATION STUDY SHALL BE PERFORMED BY SAME INDEPENDENT TESTING AGENCY.

GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO ENGINEER OF RECORD. e.

PERFORM ARC FLASH ANALYSIS TO DETERMINE FALSH BOUNDARY, FLASH HAZARD CATEGORY, PPE REQUIREMENTS, AND MINIMUM ARC RATING (CAL/SQUARE CM). ABOVE

INFORMATION SHALL BE INDICATED AT EACH ARC FLASH SOURCE ON A NEC (CEC WHERE ADOPTED) COMPLIANT ARC FLASH HAZARD LABEL(S) AS MANUFACTURED BY BRADY. f.

10. GROUND ALL ELECTRICAL EQUIPMENT, BRANCH CIRCUITS, FEEDERS, PANEL AND DISTRIBUTION BOARDS, ELECTRICAL SERVICES, ETC. PER ADOPTED NEC ARTICLE 250.

11. FEEDER SPECIFICATIONS ARE BASED ON USE OF COPPER CONDUCTORS AND SHALL BE PROVIDED WITH A CODE SIZED COPPER GROUNDING CONDUCTOR.

12. ALL MAIN SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, ETC SHALL BE PROVIDED WITH A COPPER BUSS RATED AT SPECIFIED AMPACITY. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL ALIGN IN FRONT. ALL PANELBOARDS SHALL BE PROVIDED WITH BOLT -ON BREAKERS,

DEADFRONT COVERS WITH LOCKABLE DOORS, FACTORY INSTALLED MAIN CIRCUIT BREAKERS (IF APPLICABLE), AND PANEL DIRECTORY PER THESE DOCUMENTS.

13. TRANSIENT VOLTAGE SURGE PROTECTION SHALL BE PROVIDED IN ALL MAIN SWITCHGEAR AND DISTRIBUTION BOARD UNLESS OTHERWISE NOTED OR IDENTIFIED ON DRAWINGS. COORDINATE WITH LOCAL UTILITY COMPANY.

14. ALL PANELBOARDS INSTALLED IN GARAGES OR AREAS COMPLYING WITH ARTICLE 500, 511, AND/OR 514 SHALL BE INSTALLED 18'' ABOVE FLOOR LINE TO BOTTOM OF PANEL AND SHALL BE IN MULTIPLE PANELS AS REQUIRED WITH TOP MOST BREAKER NO HIGHER THAN 6' -7'' A.F.F. PER ARTICLE 380.

15. ALL ELECTRICAL EQUIPMENT (I.E. SWITCHGEAR, TRANSFORMERS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, ETC.) SHALL BE PROVIDED WITH A PHENOLIC NAMEPLATE WITH ENGRAVED WHITE LETTERS REFERENCING FOLLOWING INFORMATION:

LINE 1 - "EQUIPMENT NAME"
LINE 2 - "FED FROM ..."
LINE 3 - "VOLTAGE, AMPACITY, PHASE"
LINE 4 - "DATE INSTALLED"
NAMEPLATES SHALL BE SIZED BASED ON FOLLOWING:

SWITCHBOARDS, DISTRIBUTION BOARDS, TRANSFORMERS:
* LINE 1 = 1/2'' LETTERS, LINES 2, 3, & 4 = 1/4'' LETTERS PANELBOARDS, MOTOR CONTROL CENTERS, DISCONNECTS, STARTERS, ETC:
* LINE 1 = 3/8'' LETTERS, LINES 2, 3, & 4 = 1/4'' LETTERS NAMEPLATE COLORS SHALL BE AS FOLLOWS:

BLACK = NORMAL POWER
RED = LIFE SAFETY/EMERGENCY POWER
BLUE = STANDBY POWER
GREEN = INVERTOR POWER
ALL NAMEPLATES SHALL BE FASTENED WITH A MINIMUM OF TWO (2) MACHINE SCREWS. NO SELF ADHESIVE NAMEPLATES ARE ALLOWED.

16. ELECTRICAL DESIGN COMPUTES VOLTAGE DROP BASED ON FEEDER LENGTHS REFERENCED ON SINGLE -LINE DIAGRAM. EC TO NOTIFY ENGINEER OF RECORD IN EVENT FIELD CONDITIONS CAUSE A SUBSTANTIAL INCREASE IN OVERALL FEEDER LENGTH.

17. ANY FLOOR -STANDING ELECTRICAL EQUIPMENT (I.E. INVERTERS, DISTRIBUTION BOARDS, SWITCHBOARDS, ATS SWITCHES, MOTOR CONTROL CENTERS, ETC.) WHICH ARE MOUNTED

AT/BELOW GRADE AND/OR SUSCEPTIBLE TO WATER DAMAGE SHALL BE MOUNTED ON A MINIMUM 4" HIGH HOUSEKEEPING PAD WHICH EXTENDS 4" BEYOND EQUIPMENT IN ALL DIRECTIONS.

18. ALL MOTOR RELATED CIRCUITS ARE TO BE PROVIDED WITH PROTECTIVE RELAYS FOR PHASE FAILURE AND UNDER -VOLTAGE.

19. ELECTRICAL CONTRACTOR TO INCLUDE IN BID ALL ASSOCIATED COSTS FOR THIRD PARTY TESTING OF ELECTRICAL EQUIPMENT, GROUND FAULT, CONDUCTORS, ETC..

ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH AND BRACED FOR REQUIRED FAULT CURRENT RATINGS BASED ON THEIR VOLTAGE AND LOCATION WITHIN THE SYSTEM. SHOP DRAWINGS TO INCLUDE FAULT CURRENT RATINGS FOR ALL ELECTRICAL EQUIPMENT. ALL EQUIPMENT SHALL BE FULLY RATED, NO SERIES RATING SHALL BE ALLOWED.

KEYNOTES GENERAL NOTES
N.T.S
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
138
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
STRING 1-1 1 12 INPUT
1 INPUT
2 INPUT
3 INPUT
4 INPUT
5 INPUT
6 DC
DISC.

REFER TO SHEET E7.04 FOR

WARNING LABEL INFORMATION

INVERTER 'INV'
SE10KUS
10KW, 480 VAC, 3PH, 4W
INPUT: 490-840 VDC
RATED OUTPUT: 12A
15 A
15 A
15 A
15 A
15 A
15 A
GFP
COMM
1"C.O. TO MDF ROOM

DATA ADQUISITION SYSTEM
(DAS)
SEE E5.01 FOR

SINGLE LINE

CONTINUATION

KW AC -CEC RATING OF THE
PV SYSTEM = 3.6KW
1"C.3#10+1#12 EG.

G
E-1009 E-1010
E-1011
E-1013

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PV SYSTEM SINGLE

LINE DIAGRAM
E5.02
OCH
MONROE ST. POOL REPLACEMENT

PV SYSTEM SINGLE LINE DIAGRAM

KEYNOTES

ITEM DESCRIPTION
E-1009 JINKO SOLAR JKM425N OR APPROVED EQUAL. PROVID E MODULES WITH OUTDOOR RATED QUICK CONNECTS FOR MODULE INTERCONNECTION. DO NOT REMOVE THE

QUICK CONNECTS, OTHERWISE THE MODULE WARRANTY AND UL LISTING MAY BE INVALIDATED.

E-1010 HOME-RUN WIRING (STRINGS) SHALL BE ROUTED IN A RMC CONDUITS INSTALLED WITH THREADED ADAPTORS.

E-1011 PV INVERTER. CONVERSION UNIT IS UL 1741 LISTE D WITH INTEGRAL ANT-ISLANDING PROTECTION FEATURES. INVERTER SHALL BE PACKED IN A SINGLE ENCLOSURE WITH INTEGRAL AC AND DC DISCONNECTS, 600VDC RATED COMPARTMENTS, AND 100KAIC RATING. PROVIDE NETWORK OPTION FOR REMOTE MONITORING. CONTRACTOR TO

PROVIDE COMPLETE INFRASTRUCTURE AND HARDWARE REQUIRED TO ENABLE MONITORING. COORDINATE WITH USER AND LOW VOLTAGE CONTRACTOR FOR FINAL CONNECTION.

E-1013 BARE COPPER GROUND WILL BE USED AS AN EQUIPME NT GROUND TO CONNECT MODULE FRAMES. USE MODULE MANUFACTURER'S INDICATED LOCATION ONLY AS

MODULE MOUNTING RACKS MAY BE PROVIDED WITH SIMPLIFIED GROUNDING ALTERNATIVES. FOLLOW RACK MANUFACTURER'S INSTRUCTION ON GROUNDING.

ISC 13.66 A
VOC 38.75 V
IMP 13.21 A
VMP 32.18 V
STC RATING 425 W
12X Jinko JKM425N-54HL4R-V

MODULE SPECIFICATIONS
MIN INPUT VOLTAGE 840 V
MIN AC POWER RATING 0 W
MAX INPUT VOLTAGE 980 V
MAX AC POWER RATING 10 kW
1X SolarEdge SE10KUS

INVERTER SPECIFICATIONS
STRING 1X 10 AWG 75FT

TIER WIRE LENGTH

WIRE SCHEDULE
MODULE
JKM425N -54HL4 -V
MODULE

DIMENTIONS

67.79x44.65x1.18 INCHS

MODULE WATTS
(@ STC)
425
MODULE

QUANTITY
12 1 PER MODULE

DC POWER
OPTIMIZER QTY.

MODULE

PER STRING
1 SYSTEM SIZE
(KWp)

5.1 INVERTER

SOLAR EDGE
SE10KUS - (10KW)
RATIO
.51
SYSTEM AZIMUTH = 240.5
SYSTEM TILT = 3

INTERCONNECTION
VOLTAGE = 480Y/277V - 3PH -4W
HIGHEST EXPECTED TEMERATURE = 76F/24.3C
(% AVERAGE)
LOWEST EXPECTED TEMERATURE = 47F/8.5C
(EXTREME MINIMUM)
#10 BARE COOPER

GROUND ELEMENT
ROUTE 1#1/0 AWG CU

FROM INVERTER TO BUILDING

GROUND ELECTRODE
SYSTEM VIA 1"C.
3#10 2KV PV WIRE TYPE
ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R ALUMINUM OR 4X STAILESS STEEL

INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
139
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PANEL SCHEDULES
E5.03
OCH
MONROE ST. POOL REPLACEMENT

PANEL SCHEDULES
NOTES:

TOTAL EST. DEMAND... 4 A
TOTAL CONN. CURRENT: 3 A
TOTAL EST. DEMAND 3144 VA
LIGHTING LOADS 1860 VA 125.00% 2325 VA TOTAL CONN. LOAD: 2679 VA NON CONTINUOUS LOADS 0 VA 0.00% 0 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIM ATED DEMAND PANEL TOTALS LEGEND:

TOTAL... 3 A 3 A 4 A
TOTAL... 767 VA 709 VA 1203 VA
29 Space -- 1 -- -- 1 -- Space 30
27 Space -- 1 -- -- 1 -- Space 28
25 Space -- 1 -- -- 1 -- Space 26
23 Space -- 1 -- -- 1 -- Space 24
21 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 22
19 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 20
17 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 18
15 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 16
13 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 14
11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12
9 INVERTER -2 20 A 1 270 VA 0 VA 1 20 A Spare 10
7 CANOPY POOL DECK (LCP) 20 A 1 140 VA 290 VA 1 20 A EXTERIO R LIGHTING BUILDING A & B (LCP) 8 5 EXTERIOR STORAGE BLDG A (LCP) 20 A 1 42 VA 1161 VA 1 20 A PARKING LOT LIGHTS (LCP) 6 3 LOUNGE/OFFICES/SHOWER 20 A 1 276 VA 163 VA 1 20 A WOMEN'S RESTROOM/LOCKERS/STORAGE 4 1 MPR/MEN'S RESTROOM 20 A 1 235 VA 102 VA 1 20 A CORRIDOR/LO BBY 2

CKT CIRCUIT DESCRIPTION TRIP P
A B C

P TRIP CIRCUIT DESCRIPTION CKT
NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 100A
MOUNTING: SURFACE WIRES: 4 BUS RATING: 100 A
SUPPLY FROM: PMB PHASES: 3 MAINS TYPE: C.B
LOCATION: Space 38 VOLTS: 277/480V A.I.C. RATING: 22k
Branch Panel: HPA
Notes:

CONTINUOUS LOADS 1220 VA 125.00% 1525 VA Total Est. Demand Current: 287 A NON CONTINUOUS LOADS 51384 VA 100.00% 51384 VA Total Conn. Current: 287 A MOTOR LOADS 28496 VA 100.00% 28496 VA Total Est. Demand: 238584 VA LIGHTING LOADS 2596 VA 125.00% 3245 VA Total Conn. Load: 238210 VA RECEPTACLE LOADS 11160 VA 94.80% 10580 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 287 A
Total Conn. Load: 238210 VA
10 Space 1 -- -- --
9 Space 1 -- -- --
8 Space 1 -- -- --
7 Space 1 -- -- --
6 PV FUSED SWITCH 3 -- -- --
5 SLP 3 225 A 225 A 11478 VA
4 INVERTER-1 1 100 A 25 A 4484 VA
3 T1 3 400 A 350 A 219569 VA
2 Space 1 -- -- --
1 HPA 3 100 A 100 A 2679 VA
CKT Circuit Description # of Poles Frame Size Trip Rati ng Load Remarks Notes:

Enclosure: MCB Rating: 600 A
Mounting: Wires: 4 Mains Rating: 600 A
Supply From: Phases: 3 Mains Type: CB
Location: Space 2 Volts: 277/480V A.I.C. Rating: 65K
Switchboard: PMB ``
Notes:

Total Est. Demand Current: 16 A
Total Conn. Current: 16 A
CONTINUOUS LOADS 180 VA 125.00% 225 VA Total Est. Demand: 4544 VA NON CONTINUOUS LOADS 4244 VA 100.00% 4244 VA Total Conn. Load: 4484 VA LIGHTING LOADS 60 VA 125.00% 75 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 16 A
Total Conn. Load: 4484 VA
20 19
18 17
16 15
14 13
12 11
10 9
8 7
6 ALIC PANEL 1 100 A 20 A 180 VA
5 ELECTRICAL ROOM 1 100 A 20 A 60 VA
4 EGRESS POLE 4 1 100 A 20 A 710 VA
3 EGREES POLE 3 1 100 A 20 A 1412 VA
2 EGREES POLE 2 1 100 A 20 A 1412 VA
1 EGREES POLE1 1 100 A 20 A 710 VA
CKT Circuit Description # of Poles Frame Size Trip Rati ng Load Remarks Notes:

Enclosure: MCB Rating: 1 A
Mounting: Wires: 2 Mains Rating: 100 A
Supply From: PMB Phases: 1 Mains Type: MLO
Location: Space 33 Volts: 277V A.I.C. Rating:

Switchboard: INV1
Notes:

Total Est. Demand Current: 14 A
Total Conn. Current: 14 A
NON CONTINUOUS LOADS 10500 VA 100.00% 10500 VA Total Est. Demand: 11692 VA LIGHTING LOADS 676 VA 125.00% 845 VA Total Conn. Load: 11478 VA CONTINUOUS LOADS 180 VA 125.00% 225 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 16 A 13 A 13 A
Total Load: 4298 VA 3680 VA 3500 VA
41 Space -- 1 -- -- 1 -- Space 42
39 Space -- 1 -- -- 1 -- Space 40
37 Space -- 1 -- -- 1 -- Space 38
35 Space -- 1 -- -- 1 -- Space 36
33 Space -- 1 -- -- 1 -- Space 34
31 Space -- 1 -- -- 1 -- Space 32
29 Space -- 1 -- -- 1 -- Space 30
27 Space -- 1 -- -- 1 -- Space 28
25 Space -- 1 -- 0 VA 1 20 A Spare 26
23 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 24
21 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 22
19 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 20
17 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 18
15 CMC MUSCO PANEL 20 A 1 180 VA 0 VA 1 20 A Spare 16
13 RESTROOM/CORRIDOR 20 A 1 244 VA 554 VA 1 20 A POOL ROOM/ CHEMICAL ROOM 14 11 -- -- -- 875 VA 875 VA -- -- -- 12
9 -- -- -- 875 VA 875 VA -- -- -- 10
7 POLE 4 20 A 3 875 VA 875 VA 3 20 A POLE 2 8
5 -- -- -- 875 VA 875 VA -- -- -- 6
3 -- -- -- 875 VA 875 VA -- -- -- 4
1 POLE 1 20 A 3 875 VA 875 VA 3 20 A POLE 3 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: NEMA 1 MCB Rating: 150 A
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: PMB Phases: 3 Mains Type: C.B
Location: Space 2 Volts: 277/480V A.I.C. Rating: 14K
Branch Panel: SLP
GENERAL PANEL SCHEDULE NOTES:

WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS.

WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS.

WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR.

WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED

FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD.

ALL CIRCUIT BREAKERS SHALL BE FULLY RATED.

WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE.

ALL BUSSING SHALL BE COPPER.

ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY.

ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH THESE LOADS, WHERE REQUIRED.

ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS.

PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5 3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN.

COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED.

PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS.

SPECIFIC PANEL SCHEDULE NOTES:
"A" PROVIDE LOCK -ON DEVICE
"B" PROVIDE LOCK -OFF DEVICE
"C" PROVIDE SHUNT TRIP DEVICE
"D" PROVIDE GFCI TYPE DEVICE.
"E" PROVIDE A RED CIRCUIT FIRE ALARM BREAKER.
"F" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. "G" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER.

BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH
CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS ON A COMMON
YOKE NEC 210.4(B) FURNITURE SYSTEM NEC 605.7)
"H" PROVIDE HACR BREAKER
"J" EXISTING BREAKER WITH NEW LOAD

UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS -BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR - PROVIDED DIRECTORY HOLDER. DIRECTORIES SHALL CONSIST OF LOAD DESCRIPTION AND CIRCUIT NUMBER FOR EACH CIRCUIT BASED ON AS -BUILT PANEL SCHEDULES. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY REQUIRE COPIES OF ENGINEERED PANEL SCHEDULES BE PLACED IN PANEL DIRECTORIES. E.C. TO VERIFY REQUIREMENTS PRIOR TO BID AND INCLUDE ALL

COSTS REQUIRED FOR LARGER -THAN -STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF ENGINEERED PANEL SCHEDULES.

ALL EQUIPMENT SHALL BE MANUFACTURED BY SIEMENS, OR EQUAL APPROVED.

PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES.

NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. HPA
SLP INV1
PMB
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
140
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PANEL SCHEDULES
E5.04
OCH
MONROE ST. POOL REPLACEMENT

PANEL SCHEDULES
``
Notes:

CONTINUOUS LOADS 860 VA 125.00% 1075 VA Total Est. Demand Current: 608 A NON CONTINUOUS LOADS 36640 VA 100.00% 36640 VA Total Conn. Current: 609 A MOTOR LOADS 28496 VA 100.00% 28496 VA Total Est. Demand: 219204 VA LIGHTING LOADS 0 VA 0.00% 0 VA Total Conn. Load: 219569 VA RECEPTACLE LOADS 11160 VA 94.80% 10580 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 609 A
Total Conn. Load: 219569 VA
10 Space 1 -- -- --
9 Space 1 -- -- --
8 Space 1 -- -- --
7 Space 1 -- -- --
6 POOL PUMP 2 100 A 35 A 5000 VA
5 LPM1 3 100 A 100 A 7792 VA
4 EVP 3 400 A 400 A 133120 VA
3 SP 3 225 A 150 A 38493 VA
2 LPM 3 225 A 150 A 19784 VA
1 LPA 3 225 A 125 A 15380 VA
CKT Circuit Description # of Poles Frame Size Trip Rati ng Load Remarks Notes:

Enclosure: MCB Rating: 800 A
Mounting: Wires: 4 Mains Rating: 800 A
Supply From: T1 Phases: 3 Mains Type: C.B
Location: Volts: 120/208V A.I.C. Rating: 14k
Switchboard: DMB
Notes:

Total Est. Demand Current: 43 A
Total Conn. Current: 43 A
RECEPTACLE LOADS 9360 VA 100.00% 9360 VA Total Est. Demand: 15505 VA NON CONTINUOUS LOADS 2160 VA 100.00% 2160 VA Total Conn. Load: 15380 VA CONTINUOUS LOADS 500 VA 125.00% 625 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 41 A 48 A 40 A
Total Load: 4900 VA 5700 VA 4780 VA
41 Space -- 1 -- -- 1 -- Space 42
39 Space -- 1 -- -- 1 -- Space 40
37 Space -- 1 -- -- 1 -- Space 38
35 Space -- 1 -- -- 1 -- Space 36
33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34
31 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 32
29 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30
27 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 28
25 MDF CABINET. 20 A 1 360 VA 500 VA 1 20 A FACP 26
23 TELEPHONE BOARD 20 A 1 360 VA 360 VA 1 20 A IDF CABINET 2 4 21 ROOF OUTLETS 20 A 1 720 VA 1200... 1 20 A COPY MACHINE 22 19 COFFEE MACH STAFF LOUNGE 20 A 1 800 VA 0 VA 1 15 A IRRIG ATION CONTROL 20 17 MICROWAVE STAFF LOUNGE 20 A 1 1000... 180 VA 1 20 A OVER COUNTE RM 14 18 15 MULTIPURPOSE ROOM 14 20 A 1 1080... 180 VA 1 20 A MINI F RIDGE RM 14 16 13 ACCESS CONTROL PANEL 20 A 1 180 VA 360 VA 1 20 A POOL ST ORAGE 14 11 LOUNGE RM 03/MINI RERI 20 A 1 720 VA 540 VA 1 20 A OFFIC E 07 12 9 OFFICES 07/07A 20 A 1 720 VA 540 VA 1 20 A OFFICE 07 10 7 RECEPTION QUAD 20 A 1 360 VA 900 VA 1 20 A ROOM 16 FIRST AID 8 5 LOBBY/TV 20 A 1 720 VA 900 VA 1 20 A WOMEN'S RESTROOM 6 3 EXTERIOR GFI OUTLETS 20 A 1 540 VA 720 VA 1 20 A MEN'S RE STROOM 4 1 EXTERIOR GFI OUTLETS 20 A 1 360 VA 1080... 1 20 A CORRIDO R 02/08/CIRCULATION 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: NEMA 1 MCB Rating: 125 A
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: DMB Phases: 3 Mains Type: C.B
Location: Space 38 Volts: 120/208V A.I.C. Rating: 14K
Branch Panel: LPA
Notes:

RECEPTACLE LOADS 0 VA 0.00% 0 VA
NON CONTINUOUS LOADS 600 VA 100.00% 600 VA Total Est. Demand Current: 55 A MOTOR LOADS 19184 VA 100.00% 19184 VA Total Conn. Current: 55 A LIGHTING LOADS 0 VA 0.00% 0 VA Total Est. Demand: 19784 VA KITCHEN LOADS 0 VA 0.00% 0 VA Total Conn. Load: 19784 VA CONTINUOUS LOADS 0 VA 0.00% 0 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 79 A 45 A 42 A
Total Load: 9394 VA 5326 VA 5064 VA
41 Space -- 1 -- -- 1 -- Space 42
39 Space -- 1 -- -- 1 -- Space 40
37 Space -- 1 -- -- 1 -- Space 38
35 Space -- 1 -- -- 1 -- Space 36
33 Space -- 1 -- -- 1 -- Space 34
31 Space -- 1 -- -- 1 -- Space 32
29 Space -- 1 -- -- 1 -- Space 30
27 Space -- 1 -- 28
25 26
23 24
21 22
19 20
17 18
15 16
13 -- -- -- 458 VA 360 VA 1 15 A EF-3A/EF-3B 14
11 FC A 2-1/2-2/2-3/2-4 & 2-5 15 A 2 458 VA 198 VA -- -- -- 12 9 -- -- -- 3328... 198 VA 2 15 A FC A 1-1/FC A 1-2/FC A 1-3 10 7 HPA1-1 45 A 2 3328... 3328... -- -- -- 8
5 SF-3/EF-4/EF-5B 20 A 1 1080... 3328... 2 45 A HPA2-1 6 3 SF-1 20 A 1 1200... 600 VA 1 20 A SF-4/EF-5A/EF-6 4
1 GWH-1/CP-1 15 A 1 840 VA 1080... 1 20 A SF-2/EF-1A/EF-2/E F-1B 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: NEMA 1 MCB Rating: 150 A
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: DMB Phases: 3 Mains Type: C.B
Location: Space 38 Volts: 120/208V A.I.C. Rating: 14K
Branch Panel: LPM
GENERAL PANEL SCHEDULE NOTES: