HomeMy WebLinkAboutHOLD- 420 W 17th St - Plan2210
26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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T1.0
TITLE SHEET
INDEX
430 W 17TH ST
SANTA ANA, CA 92706-3609
VICINITY MAP
BUILDING DEPARTMENT
GOVERNMENT AGENCIES
ARCHITECTURAL
SHEET INDEX
CONSULTANTS
HEALTH DEPARTMENT
GENERAL NOTES
A B B R E V I A T I O N S
7
L E G E N D
SCOPE OF WORK
PROJECT DATA
PROJECT ADDRESS AND LEGAL DESCRIPTION
[E] BUILDING DATA
DEFERRED PERMITS
DESIGNER
ARCHITECT:
TENANT
MEP
NOTE:
· NO CHANGE TO THE AREA OR SQ. FT OF THE BUILDING.
BUILDING AREA: 23,262 S.F.
NOTE: CITY OF SANTA ANA REQUIRED OWNER TO PROVIDE A
LETTER ENSURING THAT SPRINKLERS ARE BEING PROVIDED
THROUGH-OUT, PRIOR TO FINAL.
LOT NUMBER: 23
TRACT NO: 113
BRIEF DESCRIPTION: BARTON TR LOT 23 TO 29 INC AND ALL -EX ST-
LOT 30 AND LOTS 33 TO 3 9 INC
AN D ALL -EX ST- LOT 40 AND ALL -N OF 16TH ST- LOT C
LEGAL DESCRIPTION
[E] PARKING
STANDARD 145 SPACES
ACCESSIBLE 5 ADA
TOTAL [E] PARKING SPACES 150 TOTAL P.S.
1- STORY - 1 MEZZANINE COMMERCIAL BUILDING TYPE OF
CONSTRUCTION: III-B & V-B ADJACENT
OCCUPANCY: M (MARKET)
PARCEL NUMBER: 005-110-02
2 ALL GENDER ACCESSIBLE RESTROOM PROVIDED
2022 CPC - CHAPTER 4 TABLE 422.1 MINIMUM PLUMBING FACILITIES
BASED ON M OCCUPANCY
ONLY GROCERY STORE WITHIN 1/3 OF A MILE
420 W. 17TH STREET SANTA ANA, CA 92706
FIRE DEPARTMENT
MECHANICAL
ELECTRICAL
PLUMBING
REFRIGERATION
·
·
·
STRUCTURAL
TOILET FACILITY CALCULATION
Bldg #104119343
Elect #20482841
Plumb #30447261
Mech #40339109
APPROVALS:
PLNG - C. Santana
BLDG - A. So
POLICE - B. Martin
PUBLIC WORKS - B. Sarlak
ELECT - M. Smith
PLUMB/MECH - T. Luka
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
234 1
LECHERIA CERVEZA
A B C D E F
DELI JUICE
2 3 41
CARNICERIA MARISCOS
ABCDEF
[E] EAST ELEVATION
A0.2
AS BUILT
ELEVATIONS
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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1NORTH ELEVATION - ENTRANCE / CHECKSTANDS / TORTILLERIA
3SOUTH ELEVATION - MEAT & SEAFOOD / DAIRY
4EAST ELEVATION - TORTILLERIA / PIZZA / BAKERY
2WEST ELEVATION - DAIRY / PRODUCE / WINE & BEER
1NORTH ELEVATION - ENTRANCE / CHECKSTANDS / TORTILLERIA
4EAST ELEVATION - TORTILLERIA / PIZZA / BAKERY
2WEST ELEVATION - DAIRY / PRODUCE / WINE & BEER
3SOUTH ELEVATION - MEAT & SEAFOOD / DAIRY
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
A
D
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F
2 3 41
A
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2210
26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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A0.4
LEGEND
A S B U I L T R O O F P L A N
AS BUILT
ROOF PLAN
1 ROOF SCREENING DET.
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
[A] THRESHOLDS [B] FLOOR FINISH SWITCH [C] DOOR BOTTOM RAIL
CL
CL
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
(N) CHECKSTAND
(N) DAIRY COOLER
(N) CREMERIA
ISLAND
PRODUCE
JUICE BAR
CONCOURSE
(N) PAN
DULCE
(N) BAKERY
(N) MEAT SERVICE
SALES
(E) FREEZER
(N) HALL/
BACKSTOCK
(E) HALL/
BACKSTOCK
(N) MEAT
COOLER
(N) MEAT
PREP
1 2 3 4
(N) BAKERY
& KITCHEN
FREEZER
(M)
TORTILLERIA
PREP
(N) BAKERY
& KITCHEN
COOLER
(N) HALL/
BACKSTOCK
(N) LA
COCINA
(N) BAKERY
PREP
A
B
C
D
E
F
(N)BREAK
ROOM
(N) CUSTOMER
SERVICE
(N) CHECK
CASHING
(N)SAFE
ROOM
(N) WOMEN
RESTROOM
(N) ALCOVE
(M) TORTILLERIA
SERVICE1 2 3 4
(M) BEER
COOLER
(M)
PRODUCE
COOLER
(N) MEN
RESTROOM
B
C
D
E
F
A
(E) HALL/
BACKSTOCK
EXIT CALCULATION
·
·
·
·
PRODUCE
PREP
3
A
[E] MEZZANINE
NO CHANGES
3
A
A1.2
[N] EXIT
PLAN
2210
26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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1
2 EXIT ROUTE & EXIT TACTILE SIGNS PER 2022 CBC - 1013.42022 CBC - 11B-303
F I R E D E P A R T M E N T N O T E S
NO
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[E] M E Z Z A N I N E 3
LEGEND
[N] F L O O R P L A N
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
A B C
(N) WOMEN
RESTROOM
WALL # 1 WALL # 2
HIGHCLIFK-4368 FVC_TOILETSITREOUS CHINA
A
B
C
B1
D
WALL # 3
℄℄
A
B
B1C
WALL # 4
WALL # 4WALL # 1 WALL # 2
HIGHCLIFK-4368 FVC_TOILETSITREOUS CHINA
WALL # 3
℄℄
AB1C
(N) MEN
RESTROOM
A
B
C
B1
K
(N) MEN
RESTROOM
K
DB
H J
L
H
L
L
A2.1
2210
26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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RESTROOMS
ELEVATIONS3A.D.A. M A N E U V E R I N G C L E A R A N C E
ENVIRONMENTAL HEALTH NOTES
1
2E L E V A T I O N S A T M E N R E S T R O O M
E L E V A T I O N S A T W O M E N R E S T R O O M
L A V A T O R I E S
E L E V A T I O N S 4
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
MT
W3 C2 C1 W6 D B5 X ZB5
34 12
JJW2EW2W5C
Y
MT
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W2
Z JW7W4
A B C D E F
M W7 G G D W4 G S
W1BBP
S
2 3 41
W3 W2 W1 B D F G
PRPQ
ABCDEF
W2 W8 B5 W1 W8 B5 I V B4
K L1 P T W8 W3
C5W4JJ
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W2
W2
W2
Y O W2 D W MT W2
W3
O O
A6.0
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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INTERIOR
ELEVATIONS
1NORTH ELEVATION - ENTRANCE / CHECKSTANDS / TORTILLERIA
3SOUTH ELEVATION - MEAT & SEAFOOD / DAIRY
4EAST ELEVATION - TORTILLERIA / PIZZA / BAKERY
2WEST ELEVATION - DAIRY / PRODUCE / WINE & BEER
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
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26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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D1.0
D E M O L I T I O N P L A N
DEMO PLAN
LEGEND
KEY NOTES
HOLD- 420 W 17th
St3/7/2025
2 3 41
A
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2 3 41
A
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2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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D1.1
D E M O L I T I O N R O O F P L A N
DEMO ROOF
PLAN
LEGEND
KEY NOTES
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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F I R E D E P A R T M E N T N O T E S
§§
§§
§§
§§
§
§
DETECTABLE WARNING DETAIL NOTES
§§§
§§§
§
[N] DETECTABLE WARNING 2 [N] TRUNCATED DOMES AT ZERO CURB FACE 31[N] DETECTABLE WARNING
SD 1.1
SD 1.1
HOLD- 420 W 17th
St3/7/2025
17TH STREET
16TH STREET
DU
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2210
26575 Ruether Ave 2nd floor
CH
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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SD 1.0
SITE PLAN
[E] HANDICAP LOGO 2
[E] HANDICAP SIGN 5
[E] HANDICAP SIGN
§§
3
[E] WHEEL STOP 6
NOTE:
·NO CHANGE TO THE AREA OR SQ. FT OF
THE BUILDING.
TYPE OF CONSTRUCTION: V-B
TOTAL BUILDING AREA: 23,262 SQ.FT.
OCCUPANCY: M (MARKET)
PROJECT ADDRESS AND LEGAL DESCRIPTION
BUILDING DATA
1- STORY COMMERCIAL BUILDING -
BUILDING TO BE FULLY SPRINKLERED
420 W, 17TH STREET
SANTA ANA, CA 92706
§
§
ACCESSIBLE PARKING SPACES DETAIL NOTES
§
7
ACCESIBLE PARKING TYP 41SITE PLAN
PARCEL NUMBER: 005-110-02
HOLD- 420 W 17th
St3/7/2025
MEZZANINE FRAMING PLANA
1DETAIL
2DETAIL
3DETAIL
4DETAIL
EN
EN
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
08-25-24
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HOLD- 420 W 17th
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FOUNDATION PLANA
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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ROOF FRAMING PLANA
2210
26575 Ruether Ave 2nd floor
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661.383.2352 - 818.919.2248
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3DETAIL
4DETAIL
5DETAIL
6DETAIL
7DETAIL
9DETAIL
11DETAIL
12DETAIL
A
B
C
D
A
B
CAB
A TOP PLATE OF HSS
2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
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1
TYPICAL HOOD SUPPORT 2CONDENSING UNIT SUPPORT
3RTU SUPPORT
MAU SUPPORT7TYPICAL FAN SUPPORT
8
9DETAIL
10DETAIL
12DETAIL
PLAN VIEW
A B
A B
A B
A B
A
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C
A
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2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
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HOLD- 420 W 17th
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DETAIL 3DETAIL9
A CEILING PLAN VIEWACEILING PLAN VIEW
2210
26575 Ruether Ave 2nd floor
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1DETAIL
2DETAIL
3DETAIL
4DETAIL
5DETAIL
6DETAIL
7DETAIL
8DETAIL
9DETAIL
10DETAIL
11DETAIL
12DETAIL 2210
26575 Ruether Ave 2nd floor
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Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
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HOLD- 420 W 17th
St3/7/2025
1 SECTION AT TORTILLERIA PREP
A CEILING JOIST AT CONC WALLBFOOTING AT STEEL COLUMNCHSS BEAM TO COL CONN
D HSS BEAM TO ROOF CONN
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
08-25-24
ST
R
U
C
T
U
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HOLD- 420 W 17th
St3/7/2025
1 SECTION AT BAKERY PREP AND CREMERIA ISLAND2SECTION AT LA COCINA
A PARTIAL SECTION AT L-SHAPED FRAME
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
08-25-24
ST
R
U
C
T
U
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A
L
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HOLD- 420 W 17th
St3/7/2025
1 SECTION AT MEAT PREP
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
08-25-24
ST
R
U
C
T
U
R
A
L
E
N
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HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
01-11-2024
818-842-7285
01-11-2024
818-842-7285
MEL ANTHONY FAJARDO
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
E21979
PACIFIC ENGINEERING GROUP
420 W. 17TH STREET, SANTA ANA, CA 92706
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
01-11-2024
818-842-7285
01-11-2024
818-842-7285
MEL ANTHONY FAJARDO
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
E21979
PACIFIC ENGINEERING GROUP
420 W. 17TH STREET, SANTA ANA, CA 92706
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
CL
CL
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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e
d
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
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l
s
:
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1
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1
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,
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2
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l
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C
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l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
CL
CL
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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l
s
:
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9
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1
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D
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2
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o
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1
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D
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1
3
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D
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2
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o
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l
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c
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b
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s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
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l
o
C
h
i
l
l
M
i
c
r
o
D
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s
t
r
i
b
u
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d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
EXIT
STATISTICS
Descrition Sbol Av Ma Min Ma/Min Av/Min
CORRIDOR
MEAT PREP
STORAGE
MEAT SERVICE
BAKERY
LUMINAIRE SCHEDULE
Sbol Label Qt Luens LLF WattsCatalo Nuber Descrition
TORTILLERIA SERVICE
(E)30 0.70 75AbsoluteEXISTING FIXTURE
8 INDUSTRIAL LED
LIGHT FIXTURE
13.6 fc 27.0 fc 2.3 fc 11.7:1 5.9:1
9.6 fc 22.7 fc 1.2 fc 18.9:1
TORTILLERIA PREP
SALES
LF-8 EM 8 0.81 37AbsoluteLITHONIA
#GT8
8.0:1
11.8 fc 20.3 fc 1.5 fc 13.5:1 7.9:1
25.2 fc 35.3 fc 10.9 fc 3.2:1 2.3:1
22.2 fc 31.1 fc 7.8 fc 4.0:1 2.8:1
22.3 fc 37.7 fc 6.2 fc 6.1:1 3.6:1
9.8 fc 24.0 fc 1.1 fc 21.8:1 8.9:1
24.5 fc 48.7 fc 6.5 fc 7.5:1 3.8:1
LF-6 EM 9 0.70 64AbsoluteLITHONIA
2GT8-332-A12125
2X4 RECESSED
LIGHT FIXTURE
MVOLT-1/3-APNP
LF-7 EM 4 0.70 64AbsoluteLITHONIA
2M-3-32-A12-MVOLT
2X4 RECESSED
LIGHT FIXTURE
APNP
2X2 RECESSED
LIGHT FIXTURE
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
CL
CL
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
So
l
o
C
h
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M
i
c
r
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D
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s
t
r
i
b
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d
Mo
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
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d
Mo
d
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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e
d
Mo
d
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
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l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
CL
CL
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
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D
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s
t
r
i
b
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d
Mo
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
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d
Mo
d
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
i
b
u
t
e
d
Mo
d
e
l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
EXIT
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
PLAN CHECK NOTE:
Likely 20A ckts, not 30.
Verify attached equipment.
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
01-11-2024
818-842-7285
01-11-2024
818-842-7285
MEL ANTHONY FAJARDO
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
E21979
PACIFIC ENGINEERING GROUP
420 W. 17TH STREET, SANTA ANA, CA 92706
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
01-11-2024
818-842-7285
01-11-2024
818-842-7285
MEL ANTHONY FAJARDO
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
1106 W. MAGNOLIA BLVD. SUITE A
BURBANK, CA 91506
E21979
PACIFIC ENGINEERING GROUP
420 W. 17TH STREET, SANTA ANA, CA 92706
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
FU1TX1 FUSE 1. LIGHTING CONTACTORS ARE WIRED IN
PARALLEL BY ZONE.
NOTES
LIGHTING PANEL
DIAGRAM
LEGEND
2. WIRE 24 VOLT PILOT RELAYS TO APPROPRIATE
TERMINAL BLOCKS IF REMOTE LIGHTING
CONTACTORS ARE TO BE CONTROLLED.
FU1
24V
120V
TX2
LC LIGHTING CONTACTOR
CONTACTOR CONTROL WIRING
R1
FACTORY WIRING
FIELD WIRING
FUSE LEGEND
FU1 KLDR-1
FU2 KLDR-1
FU2TX2 FUSE
3. BRANCH CIRCUIT PROTECTION PROVIDED AND
INSTALLED BY E.C.
FANS/ CABINETS LIGHTING RELAY
L
L N
CONTROL
BREAKER
120V
L2 N
120V 1PH 60HZ
BY E.C.
SEE NOTES 3 & 4
L N
C NC
LCA1 A2
(SEE NOTE 1)
C NC
LCA1 A2
(SEE NOTE 1)
CPC RELAY
OUTPUT
BOARD____ POINT_1__
RLRA1 A2
TRACK LIGHTS
24V PILOT RELAY
(SEE NOTE 2)
ZN3 C24V
LC LC
TO LIGHTING FIXTURES BY
ELECTRICAL CONTRACTOR
TO LIGHTING FIXTURES BY
ELECTRICAL CONTRACTOR
INDIVIDUAL LIGHTING
CIRCUIT BREAKER BY
ELECTRICAL CONTRACTOR.
SEE LIGHTING PANEL
SCHEDULE FOR SIZE, LOAD,
AND PANEL LOCATION.
120 / 277V-1PH-60HZ
BY ELECTRICAL
CONTRACTOR
R2 EXTERIOR LIGHT LIGHTING RELAY
R3 SPARE LIGHTING RELAY
TX1I/O BOARD TRANSFORMER
TX2DIMMER MODULE TRANSFORMER
RLRREMOTE LIGHTING RELAY (FIELD INSTALLED BY E.C.)
(SEE NOTE 1)(SEE NOTE 1)
4. USE COPPER CONDUCTORS ONLY.
SEE FIXTURE MANUFACTURER
OPERATION MANUAL FOR
WIRING DETAILS. ALL WIRING IS
TO MEET OR EXCEED ALL
LOCAL AND NATIONAL
ELECTRICAL CODES.
16
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_2__
WIRE NEUTRAL FOR ALL
LIGHTING CONTACTOR
COILS IN PARALLEL.
L
120V
L1 N
120V 1PH 60HZ
BY E.C.
SEE NOTES 3 & 4
GND
ZONE 1
50% SALES LIGHTS
LIGHTING CONTACTORS
ZONE 2
50% SALES LIGHTS
LIGHTING CONTACTORS
C NC
LCA1 A2
(SEE NOTE 1)
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_6__
ZONE 6
EXTERIOR LIGHTS
LIGHTING CONTACTORS
TOTAL CONTACTORS
C NC
LCA1 A2
(SEE NOTE 1)
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_7__
ZONE 7
SIGN LIGHTS
LIGHTING CONTACTORS
C NO
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_3__
RLRA1 A2
CASE LIGHTS
24V PILOT RELAY
(SEE NOTE 2)
ZN4 C24V
C NO
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_4__
RLRA1 A2
CASE LIGHTS 1
24V PILOT RELAY
(SEE NOTE 2)
ZN5 C24V
C NO
CPC RELAY
OUTPUT
BOARD_1_6_ POINT_5__
50VA
___2
TOTAL _2_ _ CONTACTORS
TOTAL _3_ _ CONTACTORS
TOTAL _3_ _ CONTACTORS
WH
I
T
E
BL
A
C
K
YE
L
L
O
W
BL
U
E
TX3DIMMER MODULE TRANSFORMER
FU3TX3 FUSE
FU3 KLDR-1
GOODWINS
CRESTLINE
SEE LIGHTING PANEL
SCHEDULE FOR SIZE, LOAD,
AND PANEL LOCATION.
120 / 277V-1PH-60HZ
BY ELECTRICAL
CONTRACTOR
GND
2. REMOTE LIGHTING RELAYS ARE 24VAC & FIELD INSTALLED BY E.C. AT
OR NEAR REMOTE LIGHTING CONTACTORS. SEE PLANS FOR LOCATION
OF REMOTE LIGHTING CONTACTORS.
1. BRANCH CIRCUIT PROTECTION DEVICE PROVIDED AND INSTALLED BY
THE ELECTRICAL CONTRACTOR (E.C.) AS REQUIRED BY LOCAL &
NATIONAL CODE.
LEGEND NOTES
3. LIGHTING OVERRIDE SWITCHES ARE MOMENTARY NORMALLY
OPEN (N.O.) DRY CONTACT SWITCHES. SEE PLANS FOR LOCATION.
A2
+
TERMINAL BLOCKS
FIELD WIRING
FACTORY WIRING
LIGHTING PANEL
DIMMER CONTROL
DIAGRAM
120V
24V
DIMMER MODULE
TRANSFORMER
FUSE
L
CPC
MULTIFLEX
88AO BOARD
CPC
DIMMER MODULE
CPC PART#
810-3048
N
L N
TX3
BL
U
E
YE
L
L
O
W
LIGHT BALLAST
REFER TO BALLAST WIRING
DIAGRAM FOR DETAILS.
+-
VI
O
L
E
T
GR
A
Y
DIMMER
GRAY -
VIOLET +
CPC
ISOLATOR
(OPTIONAL)
CPC PART#
250-2152
DIMMER MODULE
TRANSFORMER
24V CT
PINK
PINK
PURPLE
GRAY
PURPLE
GRAY
BLUE
YELLOW
24V FROM TX1
(BOARD
TRANSFORMER)
BLUE
YELLOW
GND
120V FROM TX3
DIMMER MODULE
TRANSFORMER FUSE
L
CONTROL
BREAKER
120V
L
120V 1PH 60HZ
BY E.C.
SEE NOTES 1 & 4N
GND
TO CPC E2
RS485
LOCAL NETWORK
BLK
YL
W
GR
N
RE
D
EXTERIOR
CASES
SALES
INTERIOR
LIGHTING
OVERRIDE
SWITCHES
NOTE 3
EXTERIOR
PHOTOCELL
4. USE COPPER CONDUCTORS ONLY.
CUSTOMER NAME
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
VFD VARIABLE FREQUENCY DRIVE
WT
WP
WATERTIGHT, WEIGHT
WEATHER PROOF
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE POWER SUPPLY
VOLT
VOLT-AMPERE
VACUUM
VERTICAL
VELOCITY
VENT THROUGH ROOF
VITRIFIED CLAY PIPE
VARIABLE AIR VOLUME
VOLUME DAMPER
UNDERWRITERS LABORATORIES, INC.
WITH
WATT, WIDTH
WITHOUT
WET BULB
WATER PRESSURE DROP
TRANSFORMER
UON
UPS
UL
VAC
VA
V
VD
VEL
VTR
VERT
VCP
VAV
W
W/
W/O
WPD
WB
XFMR
SOUND LINED(SL)
TSTAT
TEMP
INCHES OF WATER COLUMNIN WC
SERVICE SINK
STRUC STRUCTURAL
POINT OF DISCONNECTIONPOD
POC POINT OF CONNECTION
AHU AIR HANDLING UNIT
GRAVITY VENTILATORGV
FC FAN COIL
RTU ROOFTOP UNIT
EF EXHAUST FAN
FPI FINS PER INCH
PRESS PRESSURE
EXT EXTERNAL
OSA OUTSIDE AIR
APD
DISCH DISCHARGE
SYM SYMBOL
PLUMBING
PANEL
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POLYVINYL CHLORIDE
POUNDS PER SQUARE INCH GAUGE
POUNDS PER SQUARE INCH ABSOLUTE
QUANTITY
ROOF DRAIN
REINFORCING
RECIRCULATE
RETURN AIR
REINFORCED CONCRETE PIPE
REFLECTED CEILING PLAN,
REFERENCE, REFER
REQUIRED
ROOM
REVOLUTIONS PER MINUTE
REFRIGERANT LIQUID
REFRIGERANT SUCTION
REVISION, REVISE
SQUARE FEET
SUPPLY AIR
SIMILAR
SHEET
SECTION
SPECIFICATION
SHEET METAL
CONDITIONING CONTRACTOR'S
NATIONAL ASSOCIATION
STATIC PRESSURE
SMOKE DAMPER, STORM DRAIN
SHEET METAL AND AIR
SURFACE
SUSPEND
STANDARD
STEEL
THROUGH
SOUND TRAP, STEAM TRAP
TOTAL PRESSURE
TOTAL DYNAMIC HEAD
SQUARE
STAINLESS STEEL, SANITARY SEWER,
PSIA
PSIG
PLBG
PSF
PSI
PNL
PVC
GAUGE
GALLON
GA
GAL
HEIGHTH
GPH
GPM
GC
GALV
GPD
GALVANIZED
GALLONS PER DAY
GALLONS PER HOUR
GENERAL CONTRACTOR
GALLONS PER MINUTE
AIR PRESSURE DROP
AMPERES
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
ABOVE FINISHED CEILING
ARCHITECT, ARCHITECTURAL
ADJUSTABLE
AFF
AFG
ARCH
ANSI
AMPS
ACCU
AFC
ADJ
AIR COOLED CONDENSING UNIT
AMERICAN NATIONAL STANDARDS INSTITUTE
QTY
RD
RE:
REINF
RA
RCP
RL
REV
REQD
RPM
RS
RM
HEATING
HEATER
HERTZ
HW
HZ
HORIZ
HP
HOA
HVAC
HTR
HTG
INCH
ID
IE
IN
(IN WG)INCHES WATER GAUGE
HORSEPOWER, HEAT PUMP
HORIZONTAL
HOT WATER
INSIDE DIAMETER
INVERT ELEVATION
HAND-OFF-AUTOMATIC
HEATING, VENTILATING AND
SF
SIM
SHT
SA
SECT
SD
SPEC
SP
SURF
SUSP
SS
ST
STL
STD
TP
THRU
TDH
SQ
KILOWATT
KILOVOLTKV
KWH
KVA
KW
LENGTH
POUND(S)
LIGHTING
L
LF
LAT
LRA
LDB
LB(S),#
LTG
LWB
LSTM
KILOWATT-HOUR
KILOVOLT-AMPS
LINEAR FEET
LEAVING DRY BULB
LEAVING WET BULB
LEAVING AIR TEMPERATURE
LOCKED ROTOR AMPS
LOW PRESSURE STEAM (15 PSIG)
AND AIR CONDITIONING ENGINEERS
AUXILIARY
BUILDING
BACKDRAFT DAMPER
BOTTOM OF PIPE
BOTTOM OF DUCT
BOTTOM OF STRUCTURE
BDD
BOD
BOP
BOS
BLDG
ASHRAE
ASME
ASTM
AUX
BRITISH THERMAL UNIT
CUBIC FEET PER SECOND
CUBIC FEET PER MINUTE
CUBIC FEET PER HOUR
CIRCUIT
CEILING
CONDENSING UNIT
COLUMN
CONCRETE MASONRY UNIT
COLD WATER
CLEANOUT
CENTERLINE
CIRCULATING
COL
CW
CU
CO
CKT
CIRC
LC
CFH
CFM
CFS
CLG
CMU
BTU
AMERICAN SOCIETY OF HEATING, REFRIGERATION
AMERICAN SOCIETY OF TESTING AND MATERIALS
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AIR CONDITIONING AND REFRIGERATION INSTITUTEARI
SHT MTL
SMACNA
RECIRC
THERMOSTAT
TYPICAL
UNDERSLAB
UNDERGROUND
UNDERFLOOR
TOTAL STATIC PRESSURETSP
TYP
U/S
U/F
U/G
MAXIMUM
LWT
MECH
MFR
MD
MAX
MBH
MCA
MOUNTED
MINIMUM
NEMA
N/A
NC
NEC
MIN
MTD
LEAVING WATER TEMPERATURE
MECHANICAL
MANUFACTURER
MOTORIZED DAMPER
NOT APPLICABLE
MINIMUM CIRCUIT AMPACITY
1000 BTU PER HOUR
NATIONAL ELECTRICAL CODE
NOISE CRITERIA, NORMALLY CLOSED
NATIONAL ELECTRICAL
OBD
OD
OC
OA
NFPA
N.O.
NTS
NIC
OPENING
OVERHEAD
OSHA
OH
OPNG
ON CENTER
OUTSIDE AIR
OUTSIDE DIAMETER
OPPOSED BLADE DAMPER
OCCUPATIONAL SAFETY
NORMALLY OPEN
NOT TO SCALE
NOT IN CONTRACT
ASSOCIATION
NATIONAL FIRE PROTECTION
MANUFACTURER'S ASSOCIATION
DECIBEL
DOWN
DIAMETER
DEGREES
DISCONNECT
DIMENSION
DRY BULB
DRAWING(S)
EXHAUST AIR, EACH
DIRECT EXPANSION
ENTERING DRY BULB
ENTERING AIR TEMPERATURE
ECCENTRIC
EAT
EDB
ECC
EA
DISC
DN
DIM
DWG(S)
DX
dB
DB
DEG
DIA
EXISTING
EXHAUST
ENTERING WET BULB
EXTERNAL STATIC PRESSURE
EFFICIENCY
ELECTRICAL
EQUIPMENT
ELEVATION
DEGREES FAHRENHEIT
FOOT, FEET
FIRE ALARM
FT
° F
EXH
EXIST, (E)
FACP
FA
EQUIP
EFF
EL
ESP
EWB
ELEC
FIRE ALARM CONTROL PANEL
TEMPERATURE
SFD (COMBINATION) SMOKE-FIRE DAMPER
OVERFLOWOF
M/U MAKE-UP
FD FIRE DAMPER
D/P DIFFERENTIAL PRESSURE
B BOILER
ABBREVIATIONS
V
W
X
G
H R
S
I
T
K
L
B
C
Q
U
M
N
O
E
F
D
A
P
COMBINATION FIRE/SMOKE DAMPERCFSD
FIRE SMOKE DAMPERFSD
NK NECK SIZE
TRANSFERTR
EXHAUST AIR GRILLEEAG
EXHAUST AIR REGISTEREAR
RETURN AIR GRILLERAG
RETURN AIR REGISTERRAR
SUPPLY AIR REGISTERSAR
DOOR LOUVERDL
DOOR UNDERCUTUC
SHEET INDEX
SHT.NO.DESCRIPTION
M1.0 MECHANICAL NOTES AND LEGENDS
AIR CONDITIONING
AND ADMINISTRATION
CODE AND STANDARDS
SD
H
C
1
M-100
X
X
1/M-100
DETAIL DESIGNATION
DRAWING WHERE DETAIL
IS SHOWN
DIFFUSER, GRILLE OR
REGISTER MARK
(SEE SCHEDULE)
EQUIPMENT
MARK (SEE
SCHEDULE)
DETAIL
DESIGNATION
LOCATOR/DESCRIPTOR
DRAWING WHERE
DETAIL IS SHOWN
OR WHERE DETAIL
IS REFERENCED
FROM
SECTION CUT
LOCATOR/DESCRIPTOR
DRAWING WHERE
SECTION IS
SHOWN OR WHERE
DETAIL IS
REFERENCED
FROM
MATCH LINE
EQUIPMENT TAG FOR
VRF SYSTEM FAN
COILS
ASSOCIATED BRANCH
CONTROL CIRCUIT
ASSOCIATED VRF
CONDENSING UNIT
12"Ø
20x12
DN
UP
S (ZONE)
T (ZONE)
MANUAL VOLUME DAMPER
COMBINATION SMOKE/FIRE DAMPER
SUPPLY AIR DIFFUSER - ARROWS INDICATE
PATTERN. NO PATTERN SHOWN EQUALS 4-WAY
RETURN AIR GRILLE
EXHAUST GRILLE
(L) INDICATE ACOUSTICAL LINER(SINGLE LINE)
RELIEF OR EXHAUST AIR DUCT
RETURN AIR DUCT
SUPPLY OR OUTSIDE AIR DUCT
SUPPLY OR OUTSIDE AIR DUCT DOWN
RETURN AIR DUCT DOWN
SUPPLY OR OUTSIDE AIR DUCT UP
RETURN AIR DUCT UP
ROUND DUCT BRANCH TAKE-OFF FROM
RECTANGULAR MAIN WITH CONICAL TAP.
DUCTWORK SIZE TRANSITION
RECTANGULAR DUCTWORK. SIZE INDICATED IN INCHES,
FIRST NUMBER IS TOP OR BOTTOM SHOWN (SINGLE LINE)
ROUND DUCTWORK (SINGLE LINE)
RELIEF OR EXHAUST AIR DUCT DOWN
IN-LINE 90 DEGREE DROP (RISE) IN DUCT
TURNING VANES
INCLINED DROP IN DUCT
INCLINED RISE IN DUCT
NEW DUCTWORK (SINGLE LINE)
EXISTING DUCTWORK (SINGLE LINE)
RELIEF OR EXHAUST AIR DUCT UP
RETURN AIR BOOT
MOTORIZED DAMPER
FLEXIBLE DUCT (SINGLE PIECE, 7 FEET MAX.)
TEMPERATURE SENSOR (MOUNT 46" AFF)
BACKDRAFT DAMPER
ROOM THERMOSTAT (MOUNT 46" AFF)
HVAC SYMBOLS
HUMIDISTAT (MOUNT 96" AFF)
DUCT SMOKE DETECTOR
POINT OF NEW CONNECTION
DEMOLITION NOTE
CO2 SENSOR (MOUNT 96'' AFF)
KEYED NOTE
POINT OF DISCONNECTION
FCV-X
VCU BC
BAROMETRIC RELIEF DAMPER
AHU
1
1
M-10
X
(L)
3.
2.
1.
4.
SEISMIC RESTRAINT NOTES
SCOPE
SEISMIC RESTRAINT GUIDELINES
PIPING
·SEISMICALLY BRACE INDIVIDUALLY SUPPORTED PIPING
GREATER THAN 3" IN DIAMETER.
·SEISMICALLY BRACE TRAPEZE ASSEMBLIES IF PIPING IS
GREATER THAN 10 LB/FT.
DUCTWORK
·SEISMICALLY BRACE DUCTWORK 6' SQUARE FEET OR GREATER
OR 17 LB/FT OR MORE.
EQUIPMENT
·
·SEISMICALLY BRACE EQUIPMENT HUNG FROM THE STRUCTURE
2O LBS OR MORE.
FIRE LIFE SAFETY NOTES
THE ELECTRICAL CONTRACTOR SHALL INTERCONNECT ALL
FANS AND AC UNITS WITH THE BUILDING LIFE SAFETY
SYSTEM FOR UNIT SHUT DOWN UPON A SIGNAL FROM THE
LIFE SAFETY SYSTEM.
WHERE DUCT MOUNTED SMOKE DETECTORS FOR FANS AND
AC UNITS ARE REQUIRED, THE HVAC CONTRACTOR SHALL
FURNISH AND INSTALL THE SMOKE DETECTORS, THE
ELECTRICAL CONTRACTOR PROVIDE ALL WIRING AND
CONDUIT TO SIGNAL THE LIFE SAFETY SYSTEM. THE LIFE
SAFETY SYSTEM SHALL SHUT DOWN THE EXHAUST FANS OR
AC UNITS AS DESCRIBED IN NOTE #1.
ALL SMOKE DETECTORS SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATION AND SHALL BE
COMPATIBLE WITH WITH THE BASE BUILDING STANDARDS.
EACH SINGLE SYSTEM PROVIDING HEATING OR COOLING AIR IN
EXCESS OF 2000 CFM OR 54,000 BTU SHALL BE EQUIPPED WITH
AN AUTOMATIC SHUT-OFF. THE SMOKE DETECTOR SHALL BE
INSTALLED IN THE MAIN SUPPLY AIR DUCT DOWNSTREAM OF
THE FILTERS OR THEY MAY BE INSTALLED IN EACH ROOM OR
SPACE SERVED BY THE SUPPLY AIR DUCT. DETECTORS SHALL
ALSO BE INSTALLED IN THE MAIN RETURN DUCT (IF REQ'D. BY
THE LOCAL CODE) AHEAD OF OSA INTAKE. SEE CODE FOR
EXEMPTIONS AND LOCAL AUTHORITY FOR CODE
INTERPRETATION, OR AS INDICATED ON PLAN.
SEISMIC RESTRAINT SYSTEMS FOR PIPING, DUCTWORK AND
EQUIPMENT IS A DELEGATED DESIGN. THE GENERAL REQUIREMENTS
PRESENTED BELOW ARE NOT ALL-INCLUSIVE AND REPRESENT
SIMPLIFIED REQUIREMENTS BASED ON THE CRITERIA LISTED BELOW.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN A SYSTEM
THAT IS IN FULL COMPLIANCE WITH THE LISTED CRITERIA .
EXCEPTION: DUCTWORK SUSPENDED 12” OR LESS FROM
THE SUPPORTING STRUCTURE
SEISMICALLY BRACE EQUIPMENT 400 LBS OR MORE WITH A
CENTER OF MASS AT 4FT OR LESS TO THE FINISHED FLOOR
EXCEPTION: HANGERS IN THE PIPING RUN ARE 12” OR
LESS FROM TOP OF THE TRAPEZE BAR TO THE
SUPPORTING STRUCTURE.
EXCEPTION: PIPING SUPPORTED BY ROD WITHIN 12” OF
THE SUPPORTING STRUCTURE.
1.MECHANICAL CONTRACTOR SHALL GUARANTEE THE ENTIRE
HEATING, VENTILATING AND AIR CONDITIONING SYSTEM FOR A
PERIOD OF ONE (1) YEAR FROM THE DATE OF PRACTICAL
COMPLETION. IF, DURING THIS PERIOD, ANY MATERIALS OR
APPARATUS PROVE DEFECTIVE OR ANY PART OF THE SYSTEM
FAILS TO FUNCTION PROPERLY, CONTRACTOR SHALL PROVIDE
PARTS AND LABOR TO RECTIFY PROBLEMS WITHOUT EXPENSE
TO OWNER.
2.ALL A/C COMPRESSORS SHALL HAVE FULL 5 YEAR NON-PRO
RATED WARRANTY FOR REPLACEMENT WITH NEW
COMPRESSORS. ALL A/C UNITS HEAT EXCHANGERS SHALL BE
WARRANTED AGAINST DEFECTS FOR A TEN (10) YEAR PERIOD.
PROVIDE ANTI-SHORT CYCLING FEATURE FOR COMPRESSORS.
3.FURNISH OWNER WITH ALL MANUFACTURERS WRITTEN
GUARANTEES OF MATERIAL AND EQUIPMENT AS CONDITION OF
FINAL PAYMENT.
WARRANTY INFORMATION
1.METAL DUCT: SHEET METAL DUCTWORK CONSTRUCTION TO
COMPLY WITH THE LOS ANGELES CITY MECHANICAL CODE AND
SMACNA GUIDE LINE, WHICHEVER PROVIDES THE STRONGER
DUCT CONSTRUCTION.
2.FLEXIBLE DUCT: FLEXIBLE ROUND DUCT SHALL NOT BE LONGER
THAN 5'-0" LONG IN FULLY EXTENDED INSTALLED CONDITION
WITH MINIMUM NUMBER OF BENDS. (NOTE: NO ALUMINUM FLEX
DUCT IS TO BE USED IN THIS PROJECT.)
3.DUCT ACCESSORIES: PROVIDE APPROVED DUCT TAPE OR
CLAMP FOR FLEX TO DUCT CONNECTION. ALL SHEET METAL
SHALL HAVE A MIN. OF 2" COLLAR ON 4" SLEEVES USED TO JOIN
THE FLEXIBLE DUCT ATTACHMENT. ALL DUCT JOINTS SHALL BE
SEALED WITH AN APPROVED TYPE MASTIC.
4.DUCT INSULATION: DUCT INSULATION TO BE FIBERGLASS 3/4
P.C.F. DENSITY AND R8 OUTDOORS AND SPACE DIRECTLY UNDER
A ROOF WITH FIXED VENTS AND R4.2 IN CONDITIONED OR
INDIRECTLY CONDITIONED SPACE.
5.HANGERS: DUCTWORK LESS THAN 48" X 24" SHALL BE
SUPPORTED WITH A MINIMUM OF 2" X 1-1/2" INCH WIDE CHANNELS
AND 1" HANGER STRAP AS REQUIRED BY UMC TABLE A6-5E AND F.
FOR DETAIL SPECIFICATION OF MATERIAL, PRODUCT AND EXECUTION
REFER TO BOOKLET SPECIFICATION.
SPECIFICATION
MECHANICAL NOTES
THE HVAC SYSTEM WILL BE DESIGNED TO CONFORM, AT A MINIMUM, TO
THE FOLLOWING CODES AND STANDARDS:
·BUILDING STANDARDS ADMINISTRATIVE CODE (2022)
·ASHRAE FUNDAMENTALS HANDBOOK (2013)
·ASHRAE HVAC APPLICATIONS HANDBOOK (2011)
·ASHRAE HVAC SYSTEMS AND EQUIPMENT HANDBOOK (2012)
·ASHRAE 62.1 - VENTILATION FOR ACCEPTABLE INDOOR AIR
QUALITY (2019)
·ASHRAE 62.2 - VENTILATION AND ACCEPTABLE INDOOR AIR
QUALITY IN LOW-RISE RESIDENTIAL BUILDINGS (2019)
·ASHRAE 90.1 - ENERGY STANDARD FOR BUILDINGS EXCEPT
LOW-RISE RESIDENTIAL BUILDINGS (2010)
·ASHRAE GUIDELINE 1 - THE HVAC COMMISSIONING PROCESS
(2007)
·CALIFORNIA BUILDING CODE (2022)
·CALIFORNIA MECHANICAL CODE (2022)
·CALIFORNIA PLUMBING CODE (2022)
·CALIFORNIA ENERGY CODE (2022)
·CALIFORNIA GREEN BUILDING STANDARD CODE (2022)
·CALIFORNIA ELECTRICAL CODE (2022)
·CALIFORNIA RESIDENTIAL CODE (2022)
·CALIFORNIA FIRE CODE (2022)
·UNIFORM PLUMBING CODE (2022)
·NFPA 90A - INSTALLATION OF AIR CONDITIONING AND
VENTILATING SYSTEMS (2015)
·SMACNA HVAC DUCT CONSTRUCTION STANDARDS: METAL AND
FLEXIBLE
·SMACNA HVAC SYSTEMS DUCT DESIGN
·SMACNA SEISMIC RESTRAINT MANUAL FOR MECHANICAL
SYSTEMS
MUA MAKE-UP AIR
MECHANICAL FLOOR PLAN
M1.1
M2.0
MECHANICAL EQUIPMENT SCHEDULESM1.2
MECHANICAL DETAILSM4.0
SUPPLY WALL REGISTERSWR
MECHANICAL ROOF PLANM3.0
CAPTIVEAIRE DRAWINGSM5.0
MECHANICAL DETAILSM4.1
CAPTIVEAIRE DRAWINGSM5.1
CAPTIVEAIRE DRAWINGSM5.2
CAPTIVEAIRE DRAWINGSM5.3
ENERGY COMPLIANCEM1.4
ENERGY COMPLIANCEM1.5
TAG TRANSFER AIR GRILLE
MECHANICAL EQUIPMENT SCHEDULESM1.3
ENERGY COMPLIANCEM1.6
INSTALL NEW AIR HANDLING UNIT, CONDENSING UNITS, PACKAGED
AC UNITS, FANS, DUCTWORK, AND TYPE I HOODS.
SCOPE OF WORK
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
GENERAL NOTES
THE FOLLOWING NOTES (ITEMS) REPRESENT THE MANDATORY REQUIREMENTS FOR ALL
BUILDINGS.
TITLE 24 REQUIREMENTS
1. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER
SECTION 110.6 AND 110.7 E.E.S.
2. ALL ENVELOPE AND MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL
RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR
DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL
THESE FORMS ARE REVIEWED AND APPROVED.
3. ALL PIPING AND DUCT WORK SHALL BE INSULATED CONSISTENT WITH THE
REQUIREMENTS OF SECTIONS 120.3, 120.4, AND 120.7 TITLE 24 ENERGY STANDARDS
AND CHAPTER 6 OF CMC.
4. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2
AND 120.2 E.E.S.
5. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER
SECTION 110.1 -110.3, 110.5, 120.1-120.4 TITLE-24 ENERGY STANDARDS.
6. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER
SECTION 110.8 ENERGY EFFICIENCY STANDARDS (E.E.S.)
7, THE PERSON WITH OVERALL RESPONSIBILITY FOR CONSTRUCTION OR THE PERSON
RESPONSIBLE FOR THE INSTALLATION OF REGULATED FEATURES, MATERIALS,
COMPONENTS, OR MANUFACTURED DEVICES SHALL POST, OR MAKE AVAILABLE WITH
THE BUILDING PERMIT(S) ISSUED FOR THE BUILDING, THE REQUIRED INSTALLATION
CERTIFICATE(S) FOR FEATURES, MATERIALS, COMPONENTS, OR MANUFACTURED
DEVICES REGULATED BY THE APPLIANCE EFFICIENCY REGULATIONS OR PART 6.
SUCH INSTALLATION CERTIFICATE(S) SHALL BE MADE AVAILABLE TO THE
ENFORCEMENT AGENCY FOR ALL APPROPRIATE INSPECTIONS. THESE CERTIFICATES
SHALL:
I. IDENTIFY FEATURES, MATERIALS, COMPONENTS, OR MANUFACTURED DEVICES
REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE EFFICIENCY
REGULATIONS AND PART 6.
II. INCLUDE A STATEMENT INDICATING THAT THE FEATURES, MATERIALS,
COMPONENTS, OR MANUFACTURED DEVISE CONFORM TO THE APPLIANCE
EFFICIENCY REGULATIONS AND PART 6 AND THE REQUIREMENTS FOR SUCH
FEATURES, MATERIALS, COMPONENTS, OR MANUFACTURED DEVICES GIVEN IN
THE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT
AGENCY.
III. STATE THE NUMBER OF THE BUILDING PERMIT UNDER WHICH THE
CONSTRUCTION OR INSTALLATION WAS PERFORMED.
8. WITHIN 90 DAYS AFTER ISSUANCE OF CERTIFICATE OF OCCUPANCY RECORD
DRAWINGS SHALL BE PROVIDED TO THE OWNER. IF A BUILDING DESIGN FEATURE,
MATERIAL, COMPONENT OR MANUFACTURED DEVICE IS CHANGED BEFORE FINAL
CONSTRUCTION AND INSTALLATION, SUCH THAT THE BUILDING MAY NO LONGER
COMPLY WITH PART 6, THE BUILDING MUST BE BROUGHT INTO COMPLIANCE, AND SO
INDICATED ON AMENDED PLANS AND CERTIFICATE OF COMPLIANCE(S) THAT SHALL
BE SUBMITTED FOR APPROVAL.
9, THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR PERSON(S) RESPONSIBLE
FOR BUILDING MAINTENANCE AT THE OCCUPANCY THE FOLLOWING:
I.OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(S) OF
COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND
MECHANICAL DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON
HOW TO OPERATE THEM EFFICIENTLY.
II. MAINTENANCE INFORMATION: REQUIRED ROUTINE MAINTENANCE ACTIONS
SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE
LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE OPERATION AND
MAINTENANCE MANUAL.
III. VENTILATION INFORMATION: A DESCRIPTION OF THE QUANTITIES OF
OUTDOOR AND RE-CIRCULATED AIR THAT THE VENTILATION SYSTEMS ARE
DESIGNED TO PROVIDE TO EACH AREA.
10. THE LESSER OF THE MINIMUM RATE OR OUTDOOR AIR REQUIRED BY SEC 120.1(c), OR
THREE COMPLETE AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING
DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY
OCCUPIED.
11. ALL MECHANICAL VENTILATION AND SPACE-CONDITIONING SYSTEMS SHALL BE
DESIGNED WITH DUCTWORK, DAMPERS, AND CONTROLS WHICH ALLOWS OUTSIDE
AIR RATES TO BE OPERATED AT THE LARGER OF
(1)THE MINIMUM LEVELS SPECIFIED IN SECTION 120.1(c)3 OR
(2)THE RATE REQUIRED FOR MAKE-UP OF EXHAUST SYSTEMS THAT ARE
REQUIRED FOR AN EXEMPT OR COVERED PROCESS, FOR CONTROL OF
ODORS, OR FOR THE REMOVAL OF CONTAMINANTS WITHIN THE SPACE.
MEASURED OUTSIDE AIR RATES OF CONSTANT AND VARIABLE VOLUME
MECHANICAL VENTILATION SYSTEMS SHALL BE WITHIN 10% OF OUTSIDE
AIR RATE SHOWN ON TABLE 120.1-A.
12. THE THERMOSTATIC CONTROLS FOR HVAC SYSTEMS SHALL BE CAPABLE OF BEING
SET LOCALLY OR REMOTELY BY TO CONTROL COMFORT HEATING DOWN TO 55°F OR
LOWER AND COOLING UP TO 85°F OR HIGHER. THE THERMOSTATIC CONTROLS SHALL
BE CAPABLE OF PROVIDING A DEAD BAND RANGE OF AT LEAST 5°F WITHIN WHICH
HEATING AND COOLING ENERGY TO THE ZONE IS SHUT-OFF OR REDUCE TO A
MINIMUM.
13. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH
DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN.
14, SPACE CONDITIONING SYSTEMS WITH DDC ZONE CONTROLS SHALL HAVE OPTIMUM
START/STOP CONTROLS. MINIMUM CONTROLS SHOULD FUNCTION THE
DIFFERENCE(S) BETWEEN SPACE TEMPERATURE(S) AND OCCUPIED SET POINT(S),
THE OUTDOOR AIR TEMPERATURE(S), AND THE AMOUNT OF TIME PRIOR TO
SCHEDULED OCCUPANCY.
15. EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS
(1)CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING
PERIODS OF NON-USE AND SHALL HAVE
(A) 4-HR TIMER OR;
(B) OCCUPANCY SENSORS OR;
(C) AUTO-TIME SWITCH CONTROLS AND ACCESSIBLE MANUAL OVERRIDE
FOR UP TO 4-HRS.
(2)AUTOMATICALLY RE-START AND TEMPORARILY OPERATE THE SYSTEM TO
MAINTAIN SETBACK THERMOSTAT SETPOINTS FOR MECHANICAL HEATING
AND COOLING.
(3)MULTIPURPOSE, CLASSROOMS, CONFERENCE, CONVENTION, AUDITORIUM,
AND MEETING CENTER ROOMS OF CERTAIN SIZE WHICH DO NOT HAVE
PROCESSES OR OPERATIONS THAT GENERATE DUSTS, FUMES, VAPORS OR
GASSES SHALL BE EQUIPPED WITH OCCUPANT SENSOR(S) TO ACCOMPLISH
THE FOLLOWING DURING UNOCCUPIED PERIODS
(A)AUTOMATICALLY SET-UP THE OPERATING COOLING TEMPERATURE
SET POINT BY 2°F OR MORE AND SETBACK THE OPERATING HEATING
TEMPERATURE SET POINT BY 2°F OR MORE AND:
(B)AUTOMATICALLY RESET THE MINIMUM REQUIRED VENTILATION RATE
WITH AN OCCUPANT SENSOR VENTILATION CONTROL DEVICE
ACCORDING TO SECTION 120.1(c)5.
14, ALL ENCLOSED SPACES IN A BUILDING THAT ARE NORMALLY USED BY HUMANS SHALL
BE VENTILATED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 121.
15. ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE
PROVIDED WITH BACKDRAFT OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE.
16. DUCT SYSTEMS SHALL COMPLY WITH UL 181, INCLUDING ALL COLLARS, CONNECTIONS
AND SPLICES. ALL PRESSURE-SENSITIVE TAPES, HEAT-ACTIVATED TAPES AND
MASTICS SHALL COMPLY WITH UL 181, UL 181A, OR UL181B
17. ALL THERMOSTATS SHALL HAVE A DEADBAND BETWEEN HEATING AND COOLING,
CAPABLE OF ADJUSTMENT UP TO 10°F.
18. ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FIXED IN
PLACE, AND IN ACCORDANCE WITH SEISMIC REQUIREMENTS.
19. REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND
INCORPORATED ON A READILY ACCESSIBLE PERMANENT LABEL. THE LABEL MAY BE
LIMITED TO CROSS REFERENCING THE MAINTENANCE MANUAL IF SUCH
MAINTENANCE ACTION IS DESCRIBED THEREIN FOR THE LABELED ITEM.
20. ALL EQUIPMENT SHALL CONFORM TO AND BE CERTIFIED IN ACCORDANCE WITH THE
APPLIANCE STANDARDS AND THE REQUIREMENTS FOR SUCH DEVICES GIVEN IN THE
PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT AGENCY.
21. ALL EQUIPMENT SHALL BE LABELED AS TO FUNCTION AND SPACES SERVED. (SEE
SCHEDULE)
EQUIPMENT AND SYSTEMS EFFICIENCY
ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE
APPLIANCE EFFICIENCY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFACTURER
HAS CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REGULATIONS, THAT THE
APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE.
INCLUDED ARE ROOM AIR CONDITIONERS, CENTRAL AIR CONDITIONING HEAT PUMPS
(REGARDLESS OF CAPACITY, EXCEPT THAT REQUIREMENTS FOR CENTRAL AIR
CONDITIONING HEAT PUMPS WITH COOLING CAPACITY OF 135,000 BTU/HR OR MORE
APPLY TO HEATING PERFORMANCE BUT NOT COOLING PERFORMANCE), OTHER CENTRAL
AIR CONDITIONERS WITH A COOLING CAPACITY LESS THAN 135,000 BTU/HR, FAN TYPE
CENTRAL FURNACES WITH INPUT RATE LESS THAN 400,000 BTU/HR, BOILERS WALL
FURNACES, FLOOR FURNACES, ROOM HEATERS, UNIT HEATERS, AND DUCT FURNACES
SHALL HAVE BEEN CERTIFIED TO THE CALIFORNIA ENERGY COMMISSION BY ITS
MANUFACTURER TO COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS.
THE FOLLOWING SPACE CONDITIONING EQUIPMENT MAY BE INSTALLED ONLY IF THE
MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL
APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN 112 OF THE ENERGY EFFICIENCY
STANDARDS: ALL AIR CONDITIONERS, HEAT PUMPS AND CONDENSING UNITS 135,000
BTU/HR; ALL WATER CHILLERS; ALL GAS-FIRED BOILERS 300,000 BTU/HR; ALL OIL-FIRED
BOILERS 225,000 BTU/HR; AND ALL WARM AIR FURNACES AND COMBINATION WARM AIR
FURNACES/ AIR-CONDITIONING UNITS 225,000 BTU/HR. FAN TYPE CENTRAL FURNACES
SHALL NOT HAVE A PILOT LIGHT.
PIPING, EXCEPT THOSE CONVEYING FLUIDS AT TEMPERATURES BETWEEN 60° F AND 105°
F, OR WITHIN HVAC EQUIPMENT, SHALL BE INSULATED IN ACCORDANCE WITH STANDARDS
123.
AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED, AND
INSULATED IN COMPLIANCE WITH WITH SECTIONS 601, 602, 603, 604, AND 605 OF 2019 CMC
STANDARDS. (NO DUCT TAPE ALLOWED).
CONTROLS
EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH ONE OF THE FOLLOWING:
O EACH SPACE CONDITIONING SYSTEM SERVING BUILDINGS (AND ALL OTHERS
NOT EXPLICITLY EXEMPT FROM THE REQUIREMENTS OF SECTION 112(D))
SHALL BE INSTALLED WITH AN AUTOMATIC TIME SWITCH WITH AN
ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM
DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWITCH SHALL BE
CAPABLE OF PROGAMMING DIFFERENT SCHEDULES FOR WEEKDAYS AND
WEEKENDS; INCORPORATE AN AUTOMATIC HOLIDAY "SHUT-OFF" FEATURE
THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS, THEN RESUMES THE
NORMALLY SCHEDULED OPERATION; AND HAS PROGRAM BACKUP
CAPABILITIES THAT PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND
TIME SETTING FOR AT LEAST 10 HOURS IF POWER IS INTERRUPTED.
O EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH AN
OCCUPANCY SENSOR TO CONTROL THE OPERATING PERIOD OF THE SYSTEM.
O EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH A
4-HOUR TIMER THAT CAN BE MANUALLY OPERATED TO CONTROL THE
OPERATING PERIOD OF THE SYSTEM.
O EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT
TEMPORARILY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO
MAINTAIN A SETBACK HEATING AND/OR A SETUP COOLING THERMOSTAT SETPOINT.
O THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN ° F AND ADJUSTABLE
SETPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL.
O EACH SPACE CONDITIONING SYSTEM SERVING MULTIPLE ZONES WITH A COMBINED
CONDITIONING FLOOR AREA MORE THAN 25,000 SQ.FT. SHALL BE PROVIDED WITH
ISOLATION ZONES. EACH ZONE SHALL : NOT EXCEED 25,000 SQ.FT.; SHALL BE
PROVIDED WITH ISOLATION DEVICES, SUCH AS VALVES OR DAMPERS, THAT ALLOW
THE SUPPLY OF HEATING OR COOLING TO BE SETBACK OR SHUT OFF
INDEPENDENTLY OF OTHER ISOLATION AREAS; AND SHALL BE CONTROLLED BY A
TIME CONTROL DEVICE AS DESCRIBED ABOVE.
O EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN INDIVIDUAL
THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE.
WHERE USED TO CONTROL HEATING, THE CONTROL SHALL BE ADJUSTABLE DOWN TO
55° F OR LOWER. FOR COOLING, THE CONTROL SHALL BE ADJUSTABLE UP TO 85° F
OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, THE CONTROL
SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF AT LEAST 5° F WITHIN
WHICH THE SUPPLY OF HEATING AND COOLING IS SHUT OFF OR REDUCED TO A
MINIMUM.
O HEAT PUMPS SHALL BE INSTALLED WITH CONTROLS TO PREVENT ELECTRIC
RESISTANCE SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN
BE MET BY THE HEAT PUMP ALONE. ELECTRIC HEATING LOAD CAN BE MET BY
THE HEAT PUMP ALONE. ELECTRIC RESISTANCE SUPPLEMENTARY HEATER
OPERATION IS PERMITTED DURING TRANSIENT PERIODS, SUCH AS START-UPS AND
FOLLOWING ROOM THERMOSTAT SETPOINT ADVANCE, WHEN CONTROLS ARE PROVIDED
WHICH USE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAGING,
RAMPING, OR SIMILAR CONTROL MECHANISMS DESIGNED TO PRECLUDE THE
UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING DURING THE RECOVERY
PERIOD. SUPPLEMENTARY HEATER OPERATION IS ALSO PERMITTED DURING
DEFROST.
VENTILATION
O CONTROL SHALL BE PROVIDED TO ALLOW OUTSIDE AIR DAMPERS OR DEVICES TO BE
OPERATED AT THE VENTILATION RATES AS SPECIFIED ON THESE PLANS.
O GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN
SHALL BE PROVIDED ON THE OUTSIDE AIR INTAKES AND DISCHARGES OF ALL
SPACE CONDITIONING AND EXHAUST SYSTEMS.
O ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR
READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE
OUTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS.
O AIR BALANCING: ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SHALL BE
BALANCED TO THE QUANTITIES SPECIFIED IN THESE PLANS, IN ACCORDANCE WITH
THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB) PROCEDURAL
STANDARDS(1983), OR ASSOCIATED AIR BALANCE COUNCIL (AABC) NATIONAL
STANDARDS (1986).
O OUTSIDE AIR CERTIFICATION: THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE
AIR AS SHOWN ON THE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND
CERTIFIED BY THE INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR AND
CERTIFIED BY (1) THE DESIGN MECHANICAL ENGINEER, (2) THE INSTALLING
LICENSED C-20 MECHANICAL CONTRACTOR, OR (3) THE PERSON WITH OVERALL
RESPONSIBILITY FOR THE DESIGN OF THE VENTILATION SYSTEM.
O OUTSIDE AIR MEASUREMENT: THE SYSTEM SHALL BE EQUIPPED WITH A
CALIBRATED LOCAL OR REMOTE DEVICE CAPABLE OF MEASURING THE QUANTITY OF
OUTSIDE AIR ON A CONTINUOUS BASIS AND DISPLAYING THAT QUANTITY ON A
READILY ACCESSIBLE DISPLAY DEVICE.
O ANOTHER METHOD APPROVED BY THE COMMISION.
MECHANICAL MANDATORY MEASURES
1. ENERGY EFFICIENCY COMPLIANCE PROVIDED IN ACCORDANCE WITH
MINIMUM REQUIREMENTS.
2. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE
DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE
SECTION 110.10(B) THROUGH 110.10(C) SHALL BE PROVIDED TO THE
OCCUPANT. (ENERGY CODE 110.10(D)
3. AFTER FUNCTIONAL PERFORMANCE TESTS ARE CONCLUDED, FORM
GRN24 SHALL BE COMPLETED AND READILY AVAIALABLE TO THE FIELD
INSPECTIOR PRIOR TO FINAL APPROVAL. (5.410.2.4)
4. ALL OPERATIONAL ASPECTS OF THE BUILDING SHALL BE DOCUMENTED
WITHIN A SYSTEMS MANUAL. THIS SYSTEMS MANUAL SHALL BE
DELIVERED TO THE OWNER OR REPRESENTATIVE. (5.410.2.5.1)
5. THE TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH
EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DOCUMENTED IN THE
COMMISSIONING REPORT (5.410.2.5.2).
6. FORM GRN 25 SHALL BE COMPLETED AND READILY AVAILABLE TO THE
FIELD INSPECTOR PRIOR TO FINAL APPROVAL.
7. A COMPLETE COMMISSIONING REPORT AND FORM GRN 26 (COMPLETED0
SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND WILL BE
READILY AVAILABLE TO THE FIELD INSPECTOR PRIOR TO THE FINAL
APPROVAL. (5.410.2.6, 5.410.4.4).
8. TESTING AND ADJUSTMENT IS REQUIRED FOR ALL NEW INSTALLATION
OF ANY OF THE FOLLOWING SYSTEMS:
A.RENEWABLE ENERGY SYSTEMS.
I. DESCRIBE THE TYPE OF SYSTEM (E.G. SOLAR PHOTOVOLTAIC,
WIND TURBINES, ETC...)
II. PROVIDE NARRATIVE OF THE TESTING AND ADJUSTMENT
PROCEDURE FOR THE SYSTEM.
B.LANDSCAPE IRRIGATION SYSTEMS
I. DESCRIBE THE TYPE OF IRRIGATORS AND CONTROLLER(S)
II. PROVIDE NARRATIVE OF THE TESTING AND ADJUSTMENT
PROCEDURE FOR THE IRRIGATION SYSTEM, INCLUDING BUT NOT
LIMITED TO, PRESSURE TESTS, WATER COVERAGE, AND PROPER
CONTROLLER FUNCTION.
C.WATER RE-USE SYSTEMS
I. DESCRIBE THE TYPE OF GREY WATER OR RECLAIMED/RECYCLED
WATER SYSTEM.
II. PROVIDE NARRATIVE OF THE TESTING AND ADJUSTMENT
PROCEDURE FOR THE SYSTEM (5.410.4.2, 5.410.4.3)
9. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW
SYSTEMS SHALL BE COMPLETED AND PROVIDED TO THE FIELD
INSPECTOR PRIOR TO FINAL APPROVAL. THIS REPORT SHALL BE
SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
SERVICES. (5.410.4.4)
10. AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE
OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE
TIME OF FINAL INSPECTION. (5.410.4.5)
11. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN
AIR FILTERS WITH A MERV OF 13. REPLACE ALL FILTERS IMMEDIATELY
PRIOR TO OCCUPANCY. (5.504.1)
12. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT
OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL
UNTIL THE FINAL START-UP OF THE HEATING, COOLING, AND
VENTILATING EQUIPMENT. (5.504.3)
13. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS, AND
SEALANTS SHALL COMPLY WITHT THE VOLATILE ORGANIC COMPOUND
(V0C) LIMITS LISTED IN TABLES 5.504.4.1 - 5.504.4.3 (5.504.4.1 - 5.504.4.3).
14. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE
COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL.
THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR
ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB
SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION.
(5.504.4.3.2)
15. MECHANICALLY VENTILATED BUILDINGS SHALL PROVIDE REGULARLY
OCCUPIED AREA OF THE BUILDING WITH A MERV 13 FILTER FOR
OUTSIDE AND RETURN AIR. FILTERS SHALL BE INSTALLED PRIOR TO
OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH
FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION
AND MAINTENANCE MANUAL. (5.504.5.3)
16. DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET
FROM ANY OUTDOOR AIR INTAKE OR OPERABLE WINDOWS. (5.504.7)
17. THE BUILDING SHALL MEET OR EXCEED THE PROVISIONS FOR
MECHANICAL VENTILATION.
18. BUILDINGS THAT USE DEMAND CONTROL VENTILATION SHALL HAVE CO2
SENSORS AND VENTILATION CONTROLS INSTALLED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE
CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 102.1(C)(4)
(5.506.2)
19. THE HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL
NOT CONTAIN CFC OR HALONS. (5.508.1)
20. FOR RETAIL FOOD STORES OF 8,000 SQ. FT. OR MORE OF CONDITIONED
AREA THAT HAVE A COMMERCIAL REFRIGERATION SYSTEM. (LEAK
REDUCTION MEASURES IN ACCORDANCE WITH LAGBC 5.508.2 SHALL
APPLY TO REFRIGERATION SYSTEMS WITH A GLOBAL-WARMING
POTENTIAL (GWP) OF 150 OR GREATER. SEPARATE MECHANICAL PLAN
CHECK IS REQUIRED.) (5.508.2)
CAL-GREEN BUILDING NOTES
1.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF DIFFUSERS
AND REGISTERS. CONTRACTOR SHALL VARY LOCATIONS AS REQUIRED TO MATCH FINAL
ARCHITECTURAL REFLECTED CEILING PLANS WHEN ISSUED.
2.ALL THERMOSTATS SHALL BE 4'-0'' ABOVE FINISHED FLOOR.
3.DO NOT HANG DUCTS OR PIPES FROM ROOF DECK BUT SUSPEND FROM BEAMS AND BAR
JOISTS. PROVIDE CHANNELS AND ANGLE IRON HORIZONTAL SUPPORTS AS REQUIRED AND
APPROVED BY THE STRUCTURAL ENGINEER.
4.NO FLEXIBLE DUCT SHALL PENETRATE ANY PARTITION RATED OR OTHERWISE.
5.ALL MATERIAL IN PLENUMS SHALL HAVE A MOLD, HUMIDITY AND EROSION RESISTING FACE
THAT HAS MET THE REQUIREMENTS OF U.M.C. STANDARD NO. 6-1 AND A FLAME-SPREAD INDEX
NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50 WHEN
TESTED AS A COMPOSITE PRODUCT PER TEST METHODS LISTED IN CHAPTER 6 OF 2022 CMC.
6.IN ROOM WITH NO CEILING, SUSPEND CEILING DIFFUSERS FROM STRUCTURE ABOVE PER
SMACNA GUIDELINES OR LOCAL CODE, WHICHEVER THE MOST RESTRICTIVE.
7.APPLIANCE MUST BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION.
8.EQUIPMENT SHALL BE PROVIDED WITH A PERMANENT LABEL AFFIXED TO THE EQUIPMENT
WHICH WILL BE EITHER CLEARLY INDICATE THE ROUTINE MAINTENANCE ACTIONS WHICH MUST
BE PERFORMED TO MAINTAIN THE EQUIPMENT IN EFFICIENT OPERATING CONDITION OR
INDICATE BY WHICH MAINTENANCE OR OPERATING MANUALS EXPLAIN THE MAINTENANCE
REQUIREMENTS IN GREATER DETAIL.
9.DAMPER MANUFACTURER'S LABEL SHALL INDICATE MAXIMUM LEAKAGE OF 3%.
10.THE USE OF THOSE MANUFACTURED DEVICES LISTED IN TABLES 110.2-A THROUGH TABLE
110.2-K IS LIMITED TO ONLY THOSE THAT HAVE BEEN CERTIFIED TO THE CALIFORNIA ENERGY
COMMISSION.
11.DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT THAT ARE PORTIONS OF HEATING,
COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR VENTILATION SYSTEM SHALL
BE SIZED IN ACCORDANCE WITH AN APPROVED STANDARD LISTED IN TABLE 1701.1 2022 CMC,
OR BY OTHER APPROVED METHODS.
12.ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT NOT LIMITED TO,
BUILDING CAVATIES, MECHANICAL CLOSETS, AIR HANDLER BOXES, AND SUPPORT PLATFORMS
USED AS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED, AND INSULATED TO MEET THE
REQUIREMENTS OF CHAPTER 6 OF THE 2022 CMC. LEAKAGE/PRESSURE TESTS SHALL BE
COMPLETED BEFORE ANY DUCTWORK INSULATION IS APPLIED. PORTIONS OF SUPPLY-AIR AND
RETURN-AIR DUCTS CONVEYING HEATED OR COOLED AIR LOCATED IN ONE OR MORE OF THE
FOLLOWING SPACES SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8:
a)OUTDOORS; OR
b)IN A SPACE BETWEEN THE ROOF AND AN INSULATED CEILING; OR
c)IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR OPENINGS TO THE OUTSIDE OR
UNCONDITIONED SPACES; OR
d)IN AN UNCONDITIONED CRAWLSPACE; OR IN OTHER UNCONDITIONED SPACES.
13.OVERFLOW DRAINS FROM A/C UNITS LOCATED IN AN ATTIC OR FURRED SPACE DISCHARGE AT
A POINT WHICH CAN BE READILY OBSERVED.
14.ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN
PLACE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN
STRESS LIMITATIONS SPECIFIED IN THE BUILDING CODE.
15.HYDRONIC PIPING INSTALLATION SHALL COMPLY WITH CHAPTER 12 OF THE 2022 CMC.
16.PROVIDE ANY ACCESS DOORS REQUIRED, BUT NOT INDICATED OR SHOWN, ON PLANS, FOR
ACCESS TO QUADRANT DAMPERS, FIRE DAMPERS, AND CONTROLS VALVES.
17.CONDENSATE FROM AIR CONDITIONING UNITS SHALL BE ROUTED TO APPROVED PLUMBING
RECEPTACLE WITH 1" AIR GAP OR TAILPIECE CONNECTION. IF THESE PLUMBING FIXTURES ARE
NOT AVAILABLE, THEN SUBJECT TO FIELD INSPECTION APPROVAL.
18.INSTALL DUCT ACCESSORIES ACCORDING TO APPLICABLE DETAILS IN SMACNA'S HVAC DUCT
CONSTRUCTION STANDARDS. INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY, RETURN,
AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. LOCATE VOLUME
DAMPERS AT LEAST TWO DIAMETERS FROM A FITTING AND AS FAR AS POSSIBLE FROM
OUTLETS. SET DAMPERS TO FULLY OPEN POSITION BEFORE TESTING, ADJUSTING, AND
BALANCING.
19.ALL NEW PIPE INSULATION AND DUCT INSULATION SHALL COMPLY WITH UNIFORM MECHANICAL
CODE FOR FLAME SPREAD (25) AND SMOKE DISTRIBUTION (50). (SEE SPECIFICATIONS FOR
EXACT SIZES) AND CONSISTENT WITH THE LATEST REQUIREMENTS OF THE CALIFORNIA
TITLE-24.
20.ALL DUCT DETECTORS SHALL REQUIRE AND ACCEPTANCE FUNCTION TEST. TESTING SHALL BE
IN ACCORDANCE WITH NFPA STANDARD 72 AND MANUFACTURER'S INSTRUCTIONS.
21.DUCT DETECTORS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM TO INITIATE
SUPERVISION UNLESS OTHERWISE REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
22.ALL CONCEALED SMOKE DETECTORS SHALL BE PROVIDED WITH ACCESS PANELS AND REMOTE
LED INDICATORS LOCATED BELOW CEILING TO INDICATE THE LOCATION OF THE SMOKE
DETECTOR IT IS SERVING.
23.RELOCATE ANY EXISTING DUCTWORK OR PIPING WHICH IS TO REMAIN BUT INTERFERES WITH
THE INSTALLATION OF NEW DUCTWORK AND/OR NEW EQUIPMENT ABOVE CEILING. THE
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, SERVICES, AND POINTS OF
CONNECTION PRIOR TO START OF WORK.
24.PROVIDE ADEQUATE SUPPORTS AND SWAY BRACES FOR ALL PIPING, DUCTWORK, AND
EQUIPMENT AS REQUIRED BY CALIFORNIA MECHANICAL CODE. ALL SUSPENDED ELEMENTS TO
BE PROVIDED WITH APPROVED LATERAL OR SWAY BRACING.
25.PROVIDE ANY ACCESS DOORS REQUIRED, BUT NOT INDICATED OR SHOWN, ON PLANS, FOR
ACCESS TO QUADRANT DAMPERS, FIRE DAMPERS, AND VALVES.
26.JOB CONDITIONS: DUCTWORK, PIPING, AND CONDUIT, AS SHOWN ON DRAWINGS, IS
DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY
AND SHALL BE FABRICATED AND INSTALLED BASED ON ACTUAL FIELD MEASUREMENT. ADHERE
TO DRAWINGS AS CLOSELY AS POSSIBLE IN LAYOUT DUCTWORK. VARY RUN OF PIPING, RUN
AND SHAPE OF DUCTWORK AND MAKE OFFSETS DURING PROGRESS OF WORK AS REQUIRED
TO MEET STRUCTURAL AND OTHER INTERFERENCES AS APPROVED BY ARCHITECT. INSTALL
PIPING AND DUCTWORK IN FURRED SPACES WHEREVER POSSIBLE. RUN EXPOSED PIPING AND
DUCTWORK PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS. KEEP HORIZONTAL
LINES AS CLOSE TO BOTTOM OF STRUCTURES AS POSSIBLE. CONFORM TO CEILING HEIGHTS
ESTABLISHED ON ARCHITECTURAL DRAWINGS. COORDINATE WITH OTHER TRADES AS
REQUIRED.
27.ALL EQUIPMENTS, DUCTWORK AND PIPING SHALL BE INSTALLED IN TOTAL COMPLIANCE WITH
CALIFORNIA MECHANICAL CODE.
28.FILTERS SHALL BE CLASS I OR II FLAMESPREAD, U.L. OR CSFM LISTED. PROVIDE PRE-FILTER
WITH A MINIMUM EFFICIENCY OF 90% OR MERV-13.
29.ALL EXISTING DUCT SUPPORTS, PIPE SUPPORTS, ETC. WITHIN THE SCOPE OF WORK SHALL BE
BROUGHT UP TO CURRENT CODES.
30.ALL AIR HANDLER DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED AS
PROVIDED IN CHAPTER 6 OF 2022 CMC.
31.MECHANICAL CONTRACTOR SHALL BECOME KNOWLEDGEABLE WITH BUILDING STRUCTURE
AND CEILING SPACE. ALLOW FOR INSTALLATION OF EQUIPMENT PRIOR TO BID AND FOR
PRICING ADDITIONAL OFFSETS OF DUCTS AND PIPING THAT ARE NOT SHOWN ON DRAWING.
32.FIRE STOPPING REQUIREMENTS: PENETRATIONS THRU RATED WALLS AND FLOORS SHALL
BE SEALED WITH A MATERIAL CAPABLE OF PENETRATING THE PASSAGE OF FLAMES AND HOT
GASES WHEN SUBJECTED TO THE REQUIREMENTS OF SECTION 07270. PROVIDE U.L. LISTED
AND APPROVED FIRE STOP ASSEMBLY AT PENETRATION OF PIPE, CONDUIT AND DUCTWORK
THROUGH FIRE RATED WALL.
33.PRIOR TO SUBMISSION OF ANY BID, EACH BIDDER SHALL PERFORM A THOROUGH FIELD
SURVEY OF THE EXISTING SITE CONDITIONS AND FEATURES, WHICH WILL BE REQUIRED IN
ORDER TO PERFORM THEIR PORTION OF THE CONTRACT. ANY SITE CONDITIONS WHICH MAY
RESULT IN AN INSTALLATION ISSUE, THUS RESULTING IN A DEVIATION FROM THE DESIGN
DRAWINGS, SHALL BE BROUGHT TO THE ATTENTION OF OWNER AND ARCHITECT/ENGINEER OF
RECORD FOR CLARIFICATION PRIOR TO SUBMISSION OF THE CONTRACTOR'S BID. VERIFY
DIMENSIONS OF ALL PRODUCTS INCLUDING SPECIFIED EQUIPMENT TO ENSURE PROPER
COORDINATION WITH CONSTRUCTION. CONTRACTOR SHALL BEAR ALL COSTS FOR THE
RELOCATION OF EQUIPMENT, PIPE, DUCTS, ETC., FOR ANY ERROR THROUGH NEGLIGENCE IN
ADVISING OF ANY CONFLICT IN WRITING PRIOR TO SUBMISSION OF ANY BID, AND/OR FROM
FAILURE TO PROPERLY COORDINATE INSTALLATIONS OF SYSTEMS.
34.OUTDOOR AIR INTAKES SHALL BE LOCATED 10'-0" FROM EXHAUST OUTLETS OF VENTILATING
SYSTEMS, COMBUSTION EQUIPMENT STACKS, MEDICAL SURGICAL VACUUM SYSTEMS,
COOLING TOWERS AND AREAS THAT MAY COLLECT VEHICULAR EXHAUST OR OTHER NOXIOUS
FUMES. THE BOTTOM OF OUTDOOR AIR INTAKES SHALL BE LOCATED 10'-0" ABOVE THE
GROUND LEVEL OR 18" ABOVE THE ROOF LEVEL.
35.EXHAUST OUTLETS SHALL BE LOCATED A MINIMUM 10'-0" ABOVE THE ADJOINING GRADE AND
AND 10'-0" FROM DOORS, OCCUPIED AREAS, AND OPERABLE WINDOWS.
36.COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT SHALL BE
MAINTAINED DURING CONSTRUCTION.
37.ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS
OF THE FOLLOWING STANDARDS:
1.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 AND 5.504.4.2, CALIFORNIA GREEN BUILDING CODE,
2022
38.PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA
"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING
SYSTEM". DUCTS SHALL BE SUPPORTED AT EACH CHANGE OF DIRECTION AND IN
ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARD - METAL AND FLEXIBLE.
39.PLUMBING PIPE TO BE INSTALLED ABOVE HVAC DUCT IN VARIOUS LOCATIONS AND SHALL BE
SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF
MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEM". NO WATER PIPING IS ALLOWED
ABOVE THE ELECTRICAL ROOM, TELEPHONE SWITCH ROOM AND DATA/COMMUNICATION
ROOM.
40.PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS
EXCEEDING 2000 CFM PER 2022 CMC SECTION 609.0.
41.AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE
AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL
DUCTS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED
WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE
AMOUNT OF DUST, WATER, AND DEBRIS WHICH MAY ENTER THE SYSTEM (2022 CGBC SECTION
5.504.3).
42.IN MECHANICALLY VENTILATED BUILDINGS, REGULARLY OCCUPIED AREAS OF THE BUILDING
SHALL BE PROVIDED WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT
PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 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 OPERATION
AND MAINTENANCE MANUAL (2022 CGBC SECTION 5.504.5.3)
43.INSTALLATION OF HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY
WITH 2022 CGBC SECTIONS 5.508.1.1 AND 5.508.1.2. HVAC, REFRIGERATION, AND FIRE
SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CHLOROFLUOROCARBONS (CFC'S) AND SHALL
NOT CONTAIN HALONS (2022 CGBC SECTION 5.508.1).
44.PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND
MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRRANTIES FOR EACH
SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR,
TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.
45.SIZING OF CONDENSATE DRAINS FROM COOLING COILS PER CPC TABLE 814.1 AND SHALL
COMPLY WITH THE FOLLOWING CODES: 2022 CMC SECTIONS 310.1, 310.2, 310.3, 310.5,
310.6, 312.0, 1105.7, AND TABLE 310.3 2022 CPC SECTIONS 803.0 TO 807.2 AND 814.0 AIR
CONDITIONING CONDENSATE DRAIN LINES FROM EACH HVAC UNIT SHALL BE PIPED FULL SIZE
FROM THE UNIT DRAIN OUTLET, WITH "P" TRAP AND PIPED TO NEAREST DRAIN. INSULATE
INTERIOR LINES WHERE CONDENSATE CAN OCCUR.
46.DUCT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA-2006 OR U.L. 181. ALL DUCT
DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS, ARE CLEAR INSIDE DIMENSIONS.
47.FIRE BLOCKING OR FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION
PROCEDURES AS APPLICABLE WHERE SYSTEM COMPONENTS PENETRATE FIRE RATED
SEPARATIONS BLOCKING/DAMPERS SHALL BE RATED IN ACCORDANCE WITH SEPARATION
SERVED AND SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE RATED WALLS AND
SMOKE SEPARATIONS.
48.ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF SECTION
111-113, 115, 120-129 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.
49.ALL HVAC SYSTEMS SHALL MEET THE LATEST CONTROL REQUIREMENTS OF SECTIONS 112
AND 122 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.
50.ALL EQUIPMENT SHALL BE LABELED OR LISTED BY A RECOGNIZED APPROVAL AGENCY.
51.ALL ROOF EQUIPMENT SHALL BE LABELED TO INDICATE THE SPACE IT SERVES WHEN THERE IS
MORE THAN ONE HEATING OR COOLING UNIT.
52.WEATHER PROTECTION FOR OPENINGS SHALL BE A MINIMUM OF 26 GAUGE GALVANIZED STEEL
(BC 1504)
53.JOINTS, TRAVERSE JOINTS, AND SEAMS FOR DUCT SYSTEMS SHALL COMPLY SMACNA HVAC
DUCT STANDARD-METAL AND FLEXIBLE. JOINTS OF DUCT SYSTEMS SHALL BE MADE
SUBSTANTIALLY AIRTIGHT BY MEANS OF TAPES, MASTICS, GASKETING, OR OTHER MEANS.
CRIMP JOINTS FOR ROUND DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1-1/2" AND
SHALL BE MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN 3 SHEET-METAL SCREWS
EQUALLY SPACED AROUND THE JOINT OR AN EQUIVALENT FASTENING METHOD.
54.ALL MATERIALS EXPOSED WITHIN DUCTS AND PLENUMS INCLUDING ANY ABOVE CEILING
RETURN AIR PLENUMS SHALL BE NONCOMBUSTABLE OR SHALL HAVE A FLAME SPREAD INDEX
NOT TO EXCEED TENTY-FIVE (25) AND A SMOKE DEVELOPED INDEX NOT TO EXCEED FIFTY (50)
WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723 AND
SHALL COMPLY WITH ALL REQUIREMENTS OF THE 2022 CMC SECTION 602.2.
55.PORTIONS OF SUPPLY-AIR DUCTS THAT ARE NOT IN ONE OF THESE SPACES, INCLUDING DUCTS
BURIED IN CONCRETE SLAB, SHALL BE INSULATED TO TO A MINIMUM INSTALLED LEVEL OF 4.2
(OR ANY HIGHER LEVEL REQUESTED BY CMC SECTION 604.1) OR BE ENCLOSED IN DIRECTLY
CONDITIONED SPACE.
56.NEW ROOF TOP EQUIPMENT SHALL BE INSTALLED AT A MINIMUM 10'-0" FROM ROOF EDGE.
57.REFER TO SPECIFICATIONS FOR MATERIALS AND METHODS FOR CONSTRUCTION. WHERE THE
WORD "PROVIDE" OR NEW" IS USED SHALL BE UNDERSTOOD TO MEAN "THE CONTRACTOR
SHALL FURNISH AND INSTALL". EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND
FREE FROM DEFECTS. NO SALVAGED OR REFURBISHED OR USED EQUIPMENT OR MATERIAL
WILL BE ACCEPTED.
58.ALL SYMBOLS SHOWN ON SYMBOL LIST ARE NOT NECESSARILY USED ON THIS PROJECT.
59.ARCHITECTURAL AND STRUCTURAL PLANS ARE CONSIDERED PART OF THE DESIGN DRAWINGS
AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT NOT LIMITED TO
RELATIVE LOCATION OF MEMBERS, ELEVATION, LOCATION OF ALL OPENINGS, ETC.
57.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION. MINIMUM ENGINEER REVIEW TIME IS 7 WORKING DAYS BEFORE RETURN TO THE
GENERAL CONTRACTOR. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK
OF CALCULATIONS (IF REQUIRED) OR CHANGES WITHOUT PRE-APPROVAL. DELAY IN
PROCESSING SHOP DRAWINGS WILL BE THE RESPONSIBILITY OF THIS CONTRACTOR.
58.GENERAL AND SUBCONTRACTORS SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO
REVIEW BY THE ENGINEER. SHOP DRAWINGS SHALL BE REVIEWED FOR COMPLETENESS AND
COMPLIANCE TO THE DRAWINGS. CONTRACTOR SHALL CLEARLY FLAG ANY DEVIATION AND
MAKE WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY MODIFICATION. ALL
MODIFICATIONS MUST BE PRE-APPROVED BEFORE SHOP DRAWINGS ARE PROCESSED &
RESUBMITTED FOR FINAL APPROVAL.
59.TIME SPENT BY ENGINEERING PERSONNEL AND STAFF IN REPLY TO REQUESTS FOR
INFORMATION, THE ANSWERS FOR WHICH CAN BE FOUND IN THE CONTRACT DOCUMENTS,
WILL BE CHARGED TO THE CONTRACTOR AND SUCH REQUEST FOR INFORMATION SHALL BE
ACCOMPANIED BY A PURCHASE ORDER FOR THE SERVICE REQUESTED.
60.PROVIDE CODE APPROVED FLEXIBLE CONNECTIONS AT ALL EQUIPMENT.
61.PROVIDE FLASHING AND/OR COUNTER FLASHING OF ALL EXTERIOR PENETRATIONS TO
PREVENT WATER INGRESS.
67.INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS MUST HAVE A
CLEARANCE OF AT LEAST 5 FEET FROM THE OUTLET OF ANY DRYER VENT.
70.PROVIDE VIBRATION ISOLATION FOR MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF
VIBRATION TO BUILDING STRUCTURE AND A VIBRATION FREE INSTALLATION.
73.MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN
DETAILS FOR DUCTWORK AND EQUIPMENT (UNLESS OTHERWISE NOTED) SHALL BE FURNISHED
AND INSTALLED BY THE MECHANICAL CONTRACTOR. OTHER TRADES SHALL NOT SHARE
SUPPORTS.
76.LOCATIONS AND SIZES OF WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH OTHER
TRADES INVOLVED.
77.MANDATORY REQUIREMENTS
77.1.DUCTWORK AND PLENUMS TO BE CONSTRUCTED TO SEAL CLASS A.
77.2.CLARIFICATIONS TO SPACES FOR WHICH OCCUPANT SENSOR VENTILATION CONTROL
DEVICES ARE REQUIRED.
77.3.DUCT LEAKAGE TESTING IS NOW MANDATORY.
78.A PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE APPROVAL OF
A VENTILATION SYSTEM SERVING COMMERCIAL COOKING APPLIANCES. THE TEST SHALL
VERIFY THE EXHAUST AIRFLOW IN ACCORDANCE WITH SECTIONS 508.10.1.2 THRU508.10.1.5 OR
THE AIRFLOW RATE STAMPED ON LISTED HOOD.
79.THE PERMIT HOLDER SHALL VERIFY A CAPTURE AND CONTAINMENT PERFORMANCE OF THE
HOOD. A FIELD TEST SHALL BE PERFORMED WITH COOKING EQUIPMENT AT NORMAL
OPERATING TEMPERATURE AND CAPTURE AND CONTAINMENT SHALL BE VERIFIED THROUGH A
VISUAL OBSERVATION OF SMOKE OR STEAM PRODUCED BY SMOKE CANDLES OR PUFFERS.
SMOKE BOMBS RAE PROHIBITED FROM USE ON THIS TEST.
80.PRIOR TO USE OR CONCEALMENT A GREASE DUCT LEAKAGE TEST SHALL BE PERFORMED TO
VERIFY THE WELDED SEAMS AND JOINTS ARE LIQUID TIGHT. THE TEST SHALL BE A WATER
PRESSURE TEST, A LIGHT TEST, OR AN APPROVED EQUIVALENT TEST. THE PERMIT HOLDER
SHALL BE RESPONSIBLE FOR PROVIDING THE EQUIPMENT AND FOR PERFORMING THE TEST.
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
AIR-COOLED CONDENSING UNIT SCHEDULE
YORK
PD240
SYMBOL REMARKSMANUFACTURER
& MODEL NO
NOTES:
NOMINAL
TONNAGE
20 238.0
GROSS SENSIBLE
-
COOLING CAPACITY
(MBH)
34.0
ELECTRICAL
EER
10.6
VOLT PH HZ
OPER
WT
(LBS)
208 3 60 1,126
SERVES AHU-1
AHR-1 AND ASME CERTIFIED.
2 REFRIGERANT CIRCUITS
SINGLE POINT POWER CONNECTION.1.
2.
3.
4.
MCA
89.8 110
ELECTRICAL TO PROVIDE SERVICE DISCONNECT5.
PROVIDED BY YORK, FIELD INSTALLED PADDLE FLOW SWITCH .
FACTORY CERTIFIED START-UP.
1 YEAR PARTS AND LABOR WARRANTY FOR THE WHOLE UNIT.
6.
7.
8.
9.
1, 2, 3, 4, 5, 6, 7, 8, 9
CALIFORNIA CODE CONFORMANCE ASHRAE 90.1 AND UL LISTED.
QTY.
2
HEATING CAPACITY
(MBH)
GROSS SENSIBLE
220.0 -
COMPRESSORS
RLA
(EACH)
30.1
MCC
(EACH)
47
LRA
(EACH)
225
HP
3/4
OUTDOOR FAN MOTOR
QTY.
4
FLA
(EACH)
3.0
MAX FUSE
SIZE (A)
AIR HANDLING UNIT
SYMBOL MANUFACTURER
& MODEL NO
ELECTRICAL
FAN HP VOLTS PHASE HERTZ
OPER
WT
(LBS)
REMARKS
AIR FLOW
(CFM)
COOLING CAPACITY
(BTU/HR)
AIR2O
CUSTOM AIR HANDLING UNIT 16,000
@ 1.55" ESP
6,42920208360459,360
NOTES:
1, 2, 3, 4, 5, 6, 7, 8, 9,10, 11459,360
COOLING COIL
6/10
TOTAL
AREA SERVED
SALES FLOOR
MCA MOP
(A)
154 175
NOMINAL
TONNAGE
40 -
HEATING CAPACITY
(BTU/HR)
SENSIBLE INPUT OUTPUT
ACCU
1A
AHU
1
-DIRECT COIL
5DX-06-60.0-10-78.0-40
ROWS/FPIMODEL NUMBER
OUTSIDE
AIR
(CFM)
3,600
REFRIG CHARGE
LBS(R-410A)
SYSTEM #1 SYSTEM #2
34.0
SYSTEM DATA
NO. REFRIG
CIRCUITS
SUCTION
LINE OD
2
LIQUID
LINE OD
5/8" Ø
ACCU
1B
1-3/8" Ø
IEER
13.5
YORK
PD240 20 238.0 -34.010.6 220.0 -34.0 1, 2, 3, 4, 5, 6, 7, 8, 92083601,12689.8 110230.1 47 225 3/4 4 3.0 2 5/8" Ø1-3/8" Ø
1.SERVED BY ACCU-1A AND ACCU-1B.
2.2" FOAM BOARD R13 INSULATION WITH THERMAL BREAK.
3.DOUBLE WALL AHU WITH MERV-13 AIR FILTER.
4.WITH ROOF CURB.
5.SUPPLY DUCT SMOKE DETECTOR.
6.ACCESSIBLE MAGNEHELIC PRESSURE DIFFERENTIAL MONITORS
ACROSS MERV-13 AIR FILTERS
7.WITH 25.5 KW ELECTRIC HEATER FOR REHEAT TO CONTROL
TEMPERATURE AND RH. SHALL MAINTAIN 72°F AND 50% RH.
8.TXV'S SHALL BE PROVIDED AN INSTALLED BY AHU MANUFACTURER.
9.WITH 208V SINGLE POINT POWER CONNECTION AND SEPARATE 120V
POWER FEED FOR LIGHTING AND CONTROLS.
10.CONTROLS CONTRACTOR SHALL SUPPLY AHU MANUFACTURER WITH
ALL END DEVICES, CONTROLLERS, AND WIRING DIAGRAMS FOR
INSTALLATION AT AHU FACTORY.
11.EQUIPMENT SHALL BE PROVIDED BY US AIR. CONTACT MARGARET
LEMOS @ (626) 664-1922.
(CFM)
O.A.UNIT
NO.TONNAGE
NOMINAL % EFF.
INPUT OUTPUT
C.F.M.
(IN.)
E.S.P.
SERVED
AREA
ELECTRICAL
VOLTAGE
SENSIBLETOTAL
MANUFACTURER
& MODEL NO.
V / PH / HZ
REMARKS
ROOFTOP GAS/ELECTRIC UNIT SCHEDULE
REMARKS:
HP
FAN MAX FUSE
BREAKER SIZE
(AMPS)
IEER
COOLING
CAPACITY (MBH)
HEATING
CAPACITY (MBH)
7.5 81.086.9 94.5116.7 208 / 3 / 60 35.5 1,3692,000 0.75 102.02,400 1, 2, 3, 4, 5, 7, 8, 9, 10, 112.0 40RTU
1
CAPTIVEAIRE
CAS-HVAC1-I.125-18-7.5T TORTILLERIA 18.6
MCA
(AMPS)
UNIT
WT.
(LBS.)
93
CURB
WT.
(LBS.)DESIRED MAX
REHEAT
CAPACITY (MBH)
42.4 60.0
1.PROVIDE UNIT WITH PRE-ENGINEERED ROOF CURB.
2.PROVIDE UNIT WITH SUPPLY SMOKE DETECTOR AND WIRED FOR UNIT
SHUTDOWN.
3.UNIT WITH BOTTOM SUPPLY AND BOTTOM RETURN.
4.PROVIDE 2" MERV 13 FILTER.
6.PROVIDE 0-100% MODULATING ECONOMIZER WITH DRY BULB SENSOR
CONTROL, BAROMETRIC RELIEF, AND FAULT DETECTION DIAGNOSTICS.
7.PROVIDE MANUFACTURER'S CERTIFIED START-UP
8.PROVIDE T24 COMPLIANT PROGRAMMABLE THERMOSTAT.
10.WITH MODULATING HOT GAS REHEAT.
11.COORDINATE WITH MANUFACTURER FOR FINAL SELECTION.
HOOD
NO.
MODEL
HOOD
1
CAPTIVEAIRE
6024 ND-2
FILTERS
TYPE
CAPRATE
SOLO FILTER
TYPE
I
LENGTH
12'-0"
QTY.
9 1
REMARKS
REMARKS:
SHOWN FOR REFERENCE ONLY. SEE CAPTIVEAIRE DRAWINGS.1
HEIGHT
16"
LENGTH
20"
HANGING
WEIGHT
(LBS.)
564
HOOD
2
EXHAUST
CFM
2,700
HOOD
3
HOOD SCHEDULE
CAPTIVEAIRE
6024 ND-2
CAPRATE
SOLO FILTERI10'-0"7 116"20"9851,500
CAPTIVEAIRE
6024 ND-2 I8'-0"5 116"20"5401,080
HOOD
4
I15-4"2,913
DIFFUSER SCHEDULES
TYPESYMBOL& MODEL NO.
MANUFACTURER DESCRIPTION REMARKS
PERFORATED, STEEL, RETURN
PANEL
SUPPLY
RETURN/EXHAUST
(FLUSH FACE)
PERFORATED, STEEL, SQUARE
CEILING DIFFUSER WITH 4-WAY
ADJUSTABLE DISCHARGE PATTERN
TITUS
MODEL PAS, OR EQUAL
TITUS
MODEL PXP, OR EQUAL
(MODULAR CORE)
1. REFER TO SPECIFICATIONS
FOR COMPLETE DESCRIPTION
OF AIR TERMINALS.
A
1. REFER TO SPECIFICATIONS
FOR COMPLETE DESCRIPTION
OF AIR TERMINALS.
B
INSULATION SCHEDULE
PIPE
SIZE
NOTES:
1.
2.
MANUFACTURE
OWENS CORNING
OR APPROVED
DUCTS (LINED)
HVAC SUPPLY
HVAC SUPPLY
DUCTS (WRAPPED)
HVAC RETURN
DUCTS (LINED)
HVAC RETURN
DUCTS (WRAPPED)
A.C.
CONDENSATE
SERVICE
EQUAL
3 PCF
DENSITY
1 PCF
3 PCF
1 PCF
ED-100
FIBERGLASS
FIBERGLASS
FIBERGLASS
DUCT LINER
ED-100
BOARD
MATERIAL
FIBERGLASS
DUCT LINER
BOARD
TYPE
-
YES
NO
YES
FOIL -
-
FOIL
-
-
JACKET
SERVICE
NO
YES
VAPOR
BARRIER
ALL
--
ALL
2"
1"
2"
K=.27
K=.27
K=.23
1" UNLESS
OTHERWISE
THICKNESS
NOTED
1/2"
K=.23
K=.21
REMARKS
3.
OWENS CORNING
OR APPROVED
EQUAL
ASJSSII
FIBERGLASS
ALSO INSULATE SUCTION REFRIGERANT LINES.
4.INSULATION SHALL NOT BE LESS THAN REQUIRED TO MEET MOST CURRENT TITLE 24 REQUIREMENTS.
SUPPLY DUCTS RUNNING EXTERIOR TO THE BUILDING, THROUGH UNCONDITIONED SPACES AND IN ATTICS
WHERE THE DUCTS RUN ABOVE THE ROOF/CEILING INSULATION SHALL BE INSULATED TO A VALUE OF R-8.
SUPPLY AND RETURN DUCTS RUNNING IN WALLS TO BE WRAPPED WITH REFLECTIX DUCT WRAP.
FLAME SPREAD/SMOKE DEVELOPED RATING SHALL BE 25/50 PER NFPA.
RECTANGULAR, STEEL, CEILING
OR SIDEWALL, ADJUSTABLE
RETURN/EXHAUST
(LOUVERED)
TITUS
MODEL 250, OR EQUAL
1. REFER TO SPECIFICATIONS
FOR COMPLETE DESCRIPTION
OF AIR TERMINALS.
C
LOUVERED, STEEL, RETURN
GRILLE, 35° DEFLECTION, 3/4"
BLADE SPACING
SUPPLY
(ADJUSTABLE)
TITUS
MODEL 350RL, OR EQUAL
1. REFER TO SPECIFICATIONS
FOR COMPLETE DESCRIPTION
OF AIR TERMINALS.
D
SEE NOTES
1 TO 4
SPLIT SYSTEM HEAT PUMP SCHEDULE
REMARKSREFRIG
TYPE
INDOOR
UNIT
CFM
OPER
WEIGHT
LBS
INDOOR
(LBS.)
OUTDOOR
UNIT
EER2
OPER
WEIGHT
LBS
OUTDOOR
(LBS.)
AREA SERVED
SUPPLY FAN
VOLTS / PH / HZ
ELECTRICAL
INDOOR UNIT
MCA MOCPESP
(IN. WC)
INDOOR UNIT
MANUFACTURER
& MODEL NO.
NOMINAL
COOLING
CAPACITY
(BTUH)
NOMINAL
HEATING
CAPACITY
(BTUH)
NOMINAL
CAPACITY
(TONS)
AMBIENT
TEMP.
(°F)
SEER2
REFRIGERANT
PIPING
LIQUID GAS
OUTDOOR
UNIT MANUFACTURER
& MODEL NO.BHP
HSPF2
MCA
MAX.
BREAKER
(AMPS)
ELECTRICAL
OUTDOOR UNIT
VOLTS/PH/HZ
REMARKS:
1.PROVIDE TITLE 24 COMPLIANT WIRED PROGRAMMABLE THERMOSTAT.
2.MOUNT CONDENSING UNIT ON SPRING ISOLATORS.
3.THE INDOOR UNIT SHALL HAVE A BUILT-IN CONDENSATE PUMP.
4.CONTRACTOR TO DETERMINE THE BEST POSSIBLE ROUTING OF ALL REFRIGERANT PIPING AS
MEANS & METHODS.
5.INSTALL SPLIT SYSTEM PER MANUFACTURER'S INSTALLATION MANUAL. PROVIDE MANUFACTURER'S
REQUIRED CLEARANCES.
6.PROVIDE 2" MERV-13 AIR FILTER.
7.THE OUTDOOR UNIT SHALL SUPPLY POWER TO INDOOR UNIT VIA 14 AWG X 3 POWER WIRE.
FC
1
CU
1
1.51.5
BREAK ROOM,
SAFE ROOM,
CHECK CASHING
535 SEE
REMARK# 7--SAMSUNG
AC018BNHDCH/AA 0.8208 / 1 / 60 Ø1/4"Ø1/2"0.1820.1 25 77410A12.0SAMSUNG
AC018BXADCH/AA 20,00018,00095 18.0 1198.1 1, 2, 3, 4, 5, 6, 7
OSA
CFM
115
1, 2, 3, 4, 5, 7, 8, 9, 10, 11RTU
2 KITCHEN
7.5 81.081.7 78.897.2 208 / 3 / 60 35.5 1,3702,000 0.75 101.82,000 1, 2, 3, 4, 5, 7, 8, 9, 10, 112.0 40RTU
3
CAPTIVEAIRE
CAS-HVAC1-I.125-18-7.5T BAKERY 18.6 9339.3 60.0
1, 2, 3, 4, 5, 7, 8, 9, 10, 11RTU
4 MEAT SERVICE
13.5
COP
3.3
3.3
7.5 81.086.9 94.5116.7 208 / 3 / 60 35.5 1,3692,000 0.75 102.02,400 2.0 40
CAPTIVEAIRE
CAS-HVAC1-I.125-18-7.5T
18.6 9342.4 60.0
7.5 81.081.7 78.897.2 208 / 3 / 60 35.5 1,3702,000 0.75 101.82,000 2.0 40
CAPTIVEAIRE
CAS-HVAC1-I.125-18-7.5T
18.6 9339.3 60.0
1
CAPRATE
SOLO FILTER
CAPTIVEAIRE
6024 ND-2 11 16"20"1,097CAPRATE
SOLO FILTER
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
FAN SCHEDULE
REMARKS
V / PH / HZ
FAN MOTOR
RPM
FANCFMTYPE NEC
FLA
(IN
WC)
ESPSYMBOLSERVICE
OPER
(LBS)
WEIGHTMANUFACTURER
& MODEL NO.
REMARKS:
BACKDRAFT DAMPER.
FAN INTERLOCKED WITH LIGHT SWITCH.
AMCA SEAL & U.L. CERTIFIED.3
2
1
EF
1
AIRFLOW HP
EF
2
ENSURE EXHAUST DISCHARGES AT LEAST 10 FEET FROM
AIR INTAKES.
4
SAFETY DISCONNECT SWITCH.5
0.5 208 / 1 / 603.21,100GREENHECK
GB-130 1,091 77ROOF MOUNTED
BELT DRIVE
(E) HALL /
BACKSTOCKEXHAUST
-
1/4
WATTS
FOR REFERENCE ONLY SEE CAPTIVEAIRE DRAWINGS.6
3 4 5
EF
3
KEF
1 1.50 208 / 3 / 609.52,700CAPTIVEAIRE
DU180HFA 1,257 229ROOF MOUNTED
DIRECT DRIVE
TYPE 1 HOOD
(KITCHEN)EXHAUST
3
3 4 5 6
KEF
2
KEF
3
MOCP
15
-
0.21 115 / 1 / 600.19100GREENHECK
SP-A110 950 23WOMEN
RESTROOMEXHAUST
18
-CEILING MOUNTED
DIRECT DRIVE 15 1 4
WITH MERV-13 AIR FILTER.7
8
-
1.751,500CAPTIVEAIRE
DU180HFA 1,239 222ROOF MOUNTED
DIRECT DRIVEEXHAUST
1-1/2
-
-
1.51,080CAPTIVEAIRE
DU85HFA 1,372 132ROOF MOUNTED
DIRECT DRIVEEXHAUST
3/4
-
-
TYPE 1 HOOD
(KITCHEN)
TYPE 1 HOOD
(PIZZA)
MCA
0.2
4
-
-
-
208 / 3 / 606.6
208 / 3 / 602.6
1
1
3 4 5 61
3 4 5 61
COORDINATE WITH MANUFACTURER FOR FINAL SELECTION.8
8
8
9
KEF
4
0.751,500CAPTIVEAIRE
DU85HFA 1,166ROOF MOUNTED
DIRECT DRIVEEXHAUST
3/4
-
-
DOUBLE RACK
OVEN -8.9 3 4 5 61 8
KEF
5 0.75500CAPTIVEAIRE
CASRE11DD 1,441 224ROOF MOUNTED
DIRECT DRIVEEXHAUST
1
-
-
TORTILLA OVEN -208 / 3 / 603.1 3 4 5 61 8
KEF
6
SF
1 0.50 208 / 1 / 603.2850GREENHECK
RSF-90 797 191HALL /
BACKSTOCKSUPPLY
-
1/4
3 515 74 8
3
WITH SPEED CONTROLLER.
11
9
0.21 115 / 1 / 601.8150GREENHECK
SP-B150 1,050 15MEN RESTROOMEXHAUST
128
-CEILING MOUNTED
DIRECT DRIVE 15 1 42.2 3
115 / 1 / 60 126
9
9
9
9
9
9
9
ROOF MOUNTED
BELT DRIVE
AIR DOOR (AIR CURTAIN) SCHEDULE
REMARKS
V / PH / HZHP
MOTOR
MAX.
VOLUME
(CFM)
SYMBOL SERVICE
OPER
(LBS)
WEIGHT
BASIS OF DESIGN
MANUFACTURER
MODEL NO.
REMARKS:
1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
FLA
AD
1
LENGTH
(IN.)
MAX.
VELOCITY
(FPM)
1115 / 1 / 6012,760
MARS
HV260-1UD-TS
OR EQUAL
140HALL/
BACKSTOCK 9.0606,330
1.252,913CAPTIVEAIRE
DU180HFA 1,223 258ROOF MOUNTED
DIRECT DRIVEEXHAUST
2
-
-
TYPE 1 HOOD
(TORTILLERIA)-208 / 3 / 607.2 3 4 5 61 8 9
AD
2 1110 / 1 / 60-1,340
ENERSHIELD
MCS-72
OR EQUAL
58HALL/
BACKSTOCK -72 3,150
WATTS
-
600
1110 / 1 / 60-647
ENERSHIELD
MCS-36
OR EQUAL
36PRODUCE PREP -36 3,150 300
AD
3
AD
4 1110 / 1 / 60-1,340
ENERSHIELD
MCS-72
OR EQUAL
58MEAT PREP -72 3,150 600
AD
5 1110 / 1 / 60-1,340
ENERSHIELD
MCS-72
OR EQUAL
58HALL/
BACKSTOCK -72 3,150 600
1110 / 1 / 60-647
ENERSHIELD
MCS-36
OR EQUAL
36-36 3,150 300
AD
6
HALL/
BACKSTOCK
1110 / 1 / 60-647
ENERSHIELD
MCS-36
OR EQUAL
36-36 3,150 300
AD
7
LA COCINA
1110 / 1 / 60-647
ENERSHIELD
MCS-36
OR EQUAL
36-36 3,150 300
AD
8
LA COCINA
EF
4 0.23 115 / 1 / 600.46200GREENHECK
CSP-A200 825 36INLINE
DIRECT DRIVE
(N) HALL /
BACKSTOCKEXHAUST
137
-
3 4 5150.6 1 9
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
2024-08-26
2024-08-26
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
CL
CL
So
l
o
C
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i
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M
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o
D
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:
D
A
0
9
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
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o
C
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:
D
A
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1
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D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
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o
C
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M
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o
D
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:
D
A
0
9
1
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D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
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o
C
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i
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M
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o
D
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:
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,
D
A
2
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D
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1
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0
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D
A
2
2
0
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D
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1
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0
,
DA
2
2
0
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:
D
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0
9
1
,
D
A
1
3
0
,
DA
2
2
0
----
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
1.5T7 8
FC
1
A 24x24
430 CFM
(TYP. 5)
A24x24
250 CFM
REFRIGERATION
BY OTHERS
REFRIGERATION
BY OTHERS
REFRIGERATION
BY OTHERS
REFRIGERATION
BY OTHERS
REFRIGERATION
BY OTHERS
1
2
SD
3
T
5
H
4
T
5
H
4
T
5
H
4
T
5
H
4
6
T
9
EF
3 10
EF
2 10
HOOD
111
HOOD
211
HOOD
311
HOOD
411
1222"Ø
2,913 CFM EA
1222"Ø
2,820 CFM EA
1220"Ø
2,000 CFM EA
1218"Ø
1,400 CFM EA
15
15
15
15
1318"Ø
1,500 CFM EA
14
14
14
14KEF-1
22"Ø
KEF-2
20"Ø
KEF-3
18"Ø
KEF-4
18"Ø
1810"Ø
196"Ø
13 12"Ø
500 CFM EA
14KEF-5
12"Ø
14KEF-4
22"Ø
20 RTU-2
20 RTU-1
20 RTU-3
20 RTU-4
21
AD
1 22
D44x44
6,200 CFM RA
(TYP. 2)
A24x24
615 CFM SA
(TYP. 20)
C24x110
615 CFM SA
(TYP. 6)
54x30
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
16"Ø
22"Ø
16"Ø 22"Ø 24"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
14"Ø
16"Ø
22"Ø
16"Ø 22"Ø 24"Ø
14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø
16"Ø16"Ø 20"Ø
36x30
24"Ø
54x3030"Ø30"Ø
A 24x24
500 CFM SA
(TYP. 4)
B 24x24
850 CFM RA
(TYP. 2)
A24x24
400 CFM SA
(TYP. 5)
B24x24
400 CFM RA
B24x24
400 CFM RA
A 24x24
480 CFM
(TYP. 5)
B 24x24
400 CFM RA
20"Ø 18"Ø 16"Ø
12"Ø 12"Ø 12"Ø
12"Ø14"Ø
14"Ø
18"Ø
A 24x24
270 CFM SA
A24x24
260 CFM SA B 24x24
250 CFM RA
B24x24
245 CFM RA 8"Ø
6"Ø
10"Ø
10"Ø
10"Ø
10"Ø
14"Ø
10"Ø
12"Ø
12"Ø
12"Ø
12"Ø
22"Ø
18"Ø
22"Ø
22"Ø
20"Ø
18"Ø
10"Ø
12"Ø
16"Ø
18"Ø
20"Ø
22"Ø
10"Ø
(TYP.)
SD
SD
SD
SD
20"Ø10"Ø
10"Ø10"Ø
10"Ø10"Ø
14"Ø
18"Ø
10"Ø
14
EF-1
16"Ø
1,100 CFM EA
18"x10"
TAG WITH 50%
FREE AREA
REFRIGERATION
MACHINERY ROOM
ABOVE DAIRY
COOLER. SHALL BE
FULLY ENCLOSED
UT
I
L
I
T
Y
CA
B
I
N
E
T
.
SC-24X18X8.62BOX
UT
I
L
I
T
Y
CA
B
I
N
E
T
.
SC-24X18X8.62BOX
Ø1
4
"
12"Ø
16"Ø
20"Ø
AD
2 22
AD
322
AD
422
AD
522
AD
622
AD
722
AD
8 22
REFRIGERATION
BY OTHERS
EF
4 16
18 8"Ø
B24x24
200 CFM RA
8"Ø
18"x10"
TAG WITH 50%
FREE AREA
24
ROOF
HATCH
17SF-1
14"Ø
A 24x24
850 CFM MUA
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
MECHANICAL FLOOR PLAN
SHEET NOTES:
REFER TO MECHANICAL LEAD SHEETS FOR LEGENDS,
ABBREVIATIONS AND GENERAL NOTES.
ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE
NO LESS THAN 3 FEET FROM PROPERTY LINE, 3 FEET
FROM OPENINGS INTO BUILDING, 10 FEET FROM A
FORCED AIR INLET, AND SHALL NOT DISCHARGE ONTO A
PUBLIC WALKWAY.
CONTRACTOR SHALL VISIT THE SITE, VERIFY SITE
CONDITIONS, IDENTIFY ALL OBSTRUCTIONS, EXACT
ROUTING OF DUCTWORK SHALL BE CONTRACTORS
RESPONSIBILITY. PROVIDE REQUIRED TRANSITIONS
DUCT FITTINGS ETC. TO AVOID ANY OBSTRUCTIONS.
KEYED NOTES:
1
2
3
4
5
HVAC UNITS SERVING THE SALES AREA SHALL MAINTAIN
72°F AND 50% RH.
54"x30" LINED SUPPLY AIR DUCT UP THRU ROOF.
54"x30" LINED RETURN AIR DUCT UP THRU ROOF.
SUPPLY DUCT SMOKE DETECTOR.
TITLE 24 COMPLIANT PROGRAMMABLE THERMOSTAT.
TITLE 24 COMPLIANT PROGRAMMABLE HUMIDISTAT.
6 FAN COIL UNIT MOUNTED ABOVE CEILING. PROVIDE CEILING
ACCESS PANEL.
7
8
CEILING MOUNTED EXHAUST FAN WITH BUILT-IN BACKDRAFT
DAMPER.
9
TYPE 1 HOOD. SEE CAPTIVEAIRE DRAWINGS FOR DETAILS.
10
11
GREASE EXHAUST DUCT DOWN AND CONNECT TO HOOD
POC.12
13
14
15
16
17
18
19
20
21
22
23
EXHAUST DUCT UP THRU ROOF TO ROOF MOUNTED
EXHAUST FAN.
DOUBLE WALL GREASE DUCT BY CAPTIVEAIRE. SEE
CAPTIVEAIRE DRAWINGS FOR DETAILS.
INLINE EXHAUST FAN WITH BUILT-IN BACKDRAFT DAMPER.
NOT USED.
EXHAUST DUCT UP THRU ROOF WITH ROOF CAP.
OSA DUCT UP THRU ROOF.
21"x20" LINED SUPPLY AIR DUCT AND 28"x10" RETURN AIR
DUCT UP THRU ROOF TO RTU.
CEILING ACCESS PANEL. SIZED PER FAN COIL
MANUFACTURER'S RECOMMENDATIONS.
LINED RETURN AIR PLENUM WITH 2" THICK MERV-13 AIR
FILTER.
LINED SUPPLY AIR PLENUM. SIZE TO BE DETERMINED BY
CONTRACTOR.
14"x14" DOOR LOUVER WITH 50% FREE AREA.
AIR CURTAIN MOUNTED OVER DOOR. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
4.
2.
1.
3.
MEZZANINE PLAN
NOT USED.
EXHAUST DUCT DOWN AND CONNECT TO OVEN POC.
24 EXISTING MECHANICAL EQUIPMENT IN THIS AREA TO
REMAIN.
HOLD- 420 W 17th
St3/7/2025
RESERVOIR RACEWAY
CO
N
T
R
O
L
PA
N
E
L
FRONT
REAR
RIGHTLEFT
FRONT
REAR
RIGHTLEFT
2ACCU
1B
20-TONS
1,126 LBS.
7KEF
1
229 LBS.
W/ CURB
7KEF
2
222 LBS.
W/ CURB
7KEF
3
132 LBS.
W/ CURB
7KEF
6
126 LBS.
W/ CURB
7KEF
5
234 LBS.
W/ CURB
7KEF
4
258 LBS.
W/ CURB
5RTU
1
1,369 LBS.
W/ CURB
5RTU
2
1,369 LBS.
W/ CURB
5RTU
3
1,370 LBS.
W/ CURB
5 RTU
4
1,370 LBS.
W/ CURB
1AHU
1
40-TONS
6,429 LBS.
6 SF
1
191 LBS.
7EF
1
77 LBS.
2CU
1
1.5-TONS
119 LBS.
9
10"Ø
8
(TYP.)
8
(TYP.)
254T-256T
10
6"Ø
1112
AD
J
A
C
E
N
T
R
O
O
F
2ACCU
1A
20-TONS
1,126 LBS.
REFRIGERATION
EQUIPMENT BY OTHERS
3'
-
0
"
2'
-
0
"
3'
-
0
"
20
'
-
5
"
RECOMMENDED
MINIMUM CLEARANCES
(TYP.)
8
(TYP.)
9
8"Ø
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
MECHANICAL ROOF PLAN
SHEET NOTES:
REFER TO MECHANICAL LEAD SHEETS FOR LEGENDS,
ABBREVIATIONS AND GENERAL NOTES.
ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE
NO LESS THAN 3 FEET FROM PROPERTY LINE, 3 FEET
FROM OPENINGS INTO BUILDING, 10 FEET FROM A
FORCED AIR INLET, AND SHALL NOT DISCHARGE ONTO A
PUBLIC WALKWAY.
CONTRACTOR SHALL VISIT THE SITE, VERIFY SITE
CONDITIONS, IDENTIFY ALL OBSTRUCTIONS, EXACT
ROUTING OF DUCTWORK SHALL BE CONTRACTORS
RESPONSIBILITY. PROVIDE REQUIRED TRANSITIONS
DUCT FITTINGS ETC. TO AVOID ANY OBSTRUCTIONS.
KEYED NOTES:
1
2
3
4
5
AIR HANDLING UNIT MOUNTED ON ROOF.
AIR COOLED CONDENSING UNIT MOUNTED ON SPRING
ISOLATORS.
70"x36" SUPPLY AIR DUCT DN THRU ROOF.
70"x36" RETURN AIR DUCT DN THRU ROOF.
PACKAGED GAS/ELECTRIC AIR CONDITIONING UNIT WITH
ROOF CURB.
6 ROOF MOUNTED MAKE-UP AIR UNIT.
7
8
EXHAUST DUCT UP THRU ROOF WITH ROOF CAP.9
10'-0" EXHAUST RADIUS. NO OUTSIDE AIR INTAKES ALLOWED
IN THIS AREA.
10 OSA DUCT UP THRU ROOF.
ROOF MOUNTED EXHAUST FAN.
2.
1.
3.
11
12
54"x30" LINED SUPPLY AIR DUCT DOWN THRU ROOF.
54"x30" LINED RETURN AIR DUCT DOWN THRU ROOF.
APPLIANCES SHALL BE INSTALLED ON A WELL-DRAINED
SURFACE ON THE ROOF.
4.
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
WIRING DIAGRAM FOR DH400ACDC
4-WIRE DETECTOR SYSTEM EQUIPPED
WITHOUT A CONTROL PANEL
DUCT SMOKE DETECTOR DIAGRAM
TYPE 1 - KITCHEN EXHAUST HOOD/DUCT
Max. VELOCIT
Y
2
1
0
0
F
P
M
Min. VELOCIT
Y
1
5
0
0
F
P
M
HOOD SHALL OVERHANG COOKING
COMBUSTIBLES 18". Min.
Min. CLEARANCE FROM
SURFACE AT LEAST 6 INCHES ON
NOT MORE THAN A 12-FOOT SECTION
EACH EXHAUST OUTLET SHALL SERVE
SAME BUILDING
LOCATED IN THE SAME ROOM
HOODS SERVED BY A SINGLE
OR ADJOINING ROOM IN
HOODS LESS THAN 12"
THE SAME STORY OF THE
DUCT SYSTEM SHALL BE
4 FEET MAX.
FLASHED SOLID.
FROM CEILING MUST BE
COOKING SURFACE
ALL OPEN SIDES.
CLEARANCE FROM
LINEAL FT. (1
"
P
E
R
L
I
N
E
A
L
F
T
.
F
O
R
SLOPE DUCT
T
O
H
O
O
D
M
I
N
.
1
/
4
"
P
E
R
HOR. DUCTS
E
X
E
E
D
I
N
G
7
5
F
T
.
I
N
L
E
N
G
T
H
)
OF HOOD.
18"METAL
SHIELD
(TYP.)
TYP.
CANT STRIP
NOTES:
RAISED VENTED
LEVELING CURB
24" MIN.
DECK ROOF
40"
1/4"-20 SMS AT 6" O.C.
ROOF OPENING
D.S.
DISCONNECT SWITCH
COMBUSTIBLES 3".
1-HR. GYPSUM BOARD LID
(BY DIV. 16)
MIN. 3" CLEARANCE
LISTED GREASE DUCT ASSEMBLY
BY CAPTIVEAIRE
3 5/8" 20 GA. STEEL
STUD WALL
MINIMUM 5'
CLEARANCE
FROM
COMBUSTIBLE
PORTIONS OR R
UL LISTED CLEANOUT
DOORS IN DUCTS
MECH EQUIP
3"MIN
"B"
TRAP
"A"
SOLDER ALL JOINTS
AS REQUIRED, (TYP)
VENT OPEN TO
ATMOSPHERE
UNION (TYP)
SPILL CONDENSATE DRAIN TO
APPROVED FIXTURE BELOW
2% SLOPE
1.
2.
3.
4.
SEE PLAN FOR PIPE SIZES.
INTERIOR CONDENSATE DRAINS ABOVE CEILING SHALL BE
INSULATED.
IF HORIZONTAL RUN IS GREATER THAN 15FT, INSTALL VENT
(SAME SIZE AS DRAIN PIPE).
CONDENSATE DRAIN CONNECTIONS SHALL OCCUR ABOVE
EQUIPMENT FRAMING TO ALLOW FOR PROPER P-TRAP
INSTALLATION.
NOTES:
LINE CLEANOUT, (TYP)
6"
M
I
N
DRAIN SIZE AT LEAST SAME
SIZE AS NIPPLE
CONNECTION SIZE
UNIT TYPE 'A''B'
DRAW THRU TSPx1.5+2"TSPx0.5+1"
BLOW THRU TSPx1.5+2"TSPx1.5+1"
TSP=TOTAL STATIC PRESSURE-INCHES
CONDENSATE DRAIN TRAP DETAIL SCALE
NONE
SCALE
NONE
SCALE
NONE
SCALE
NONE
1/2" THROUGH
BOLT W/ WASHER &
LOCK NUT AS REQ'D.
WOOD MEMBER, ADD
BLOCKING AS REQ'D.
ANGLE IRON
ANGLE IRON TO WOOD
1/2" LAG BOLTS
WOOD MEMBER, ADD
BLOCKING AS REQ'D.
1-1/8"x 18 GA
HANGER STRAP
HANGER STRAP
CONNECTION TO WOOD
1/2" THROUGH
BOLT W/ WASHER &
LOCK NUT AS REQ'D.
WOOD MEMBER, ADD
BLOCKING AS REQ'D.
NUT AND
BACKNUT
1/2" THREADED
HANGER ROD
ROD CONNECTION TO WOOD
CONNECTION TO STRUCTURAL MEMBER ABOVE
SCALE
NONE
THERMOSTAT/SENSOR MOUNTING HEIGHT
MOUNTING HEIGHT OVER OBSTRUCTION
34
'
M
A
X
24' MAX
FINISH FLOOR46
'
M
A
X
(
S
I
D
E
A
P
P
R
O
A
C
H
)
42
"
M
I
N
-
4
8
"
M
A
X
T
O
HI
G
H
E
S
T
O
P
E
R
A
B
L
E
P
A
R
T
.
(F
R
O
N
T
A
P
P
R
O
A
C
H
)
54
"
M
A
X
(
S
I
D
E
A
P
P
R
O
A
C
H
)
SW
I
T
C
H
E
S
&
T
H
E
R
M
O
S
T
A
T
S
15
"
M
I
N
T
O
B
O
T
T
O
M
(F
R
O
N
T
A
P
P
R
O
A
C
H
)
9"
M
I
N
(
S
I
D
E
A
P
P
R
O
A
C
H
)
OU
T
L
E
T
S
48
"
M
A
X
T
O
T
O
P
(F
R
O
N
T
A
P
P
R
O
A
C
H
)
54
"
M
A
X
(
S
I
D
E
A
P
P
R
O
A
C
H
)
TO
P
O
F
S
W
I
T
C
H
E
S
,
O
U
T
L
E
T
S
&
TH
E
R
M
O
S
T
A
T
S
44
'
M
A
X
(
F
R
O
N
T
A
P
P
R
O
A
C
H
A
T
WO
R
K
S
T
A
T
I
O
N
)
7/16" DIA. HOLE (2) PLACES
USE 3/8" DIA. LAGBOLT INTO DOUGLAS FIR WOOD,
PLAN VIEW
VERT (UP): 940 LBSMAX. ALLOW. LOADS: HORIZ: 60O LBS
STEEL WASHER &
NEOPRENE GROMMET
(#6473)
3/8" TAP
3/8" DIA.
STABILIZER BOLT
NEOPRENE PAD
LEVELLING BOLT
3/8" DIA.
RIBBED
ISOLATOR
2
1
COMP.
4
3
3" PENETRATION, 1-1/2" EDGE DISTANCE & 2-5/8" END DISTANCE.
UNIT LEG
TYPICAL
ACCU MOUNTING DETAIL SCALE
NONE
46 2
5
37
2" LINING (TYP.)
ROOF
JOIST
FLEXIBLE CONN.(TYP.)
10" LONG MAXIMUM.
SUPPLY AIR DUCT
DUCT CONNECTION DETAIL
RETURN AIR DUCT
SUPPLY DUCT SMOKE
DETECTOR
SCALE
NONE 1
1.EXHAUST TERMINATION-10'-0" MIN. FROM ADJACENT BUILDING,
ADJACENT PROPERTY LINE, AIR INTAKES, AND 10'-0" ABOVE
ADJOINING GRADE LEVEL.
2.SEE REQUIREMENT FOR MOTORS AND FANS
3.PROTECT OUTDOOR DUCTS AGAINST CORROSION
4.PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLES OR 3" MIN.
FROM PRETESTED COMBUSTIBLES
5.PROVIDE DISCONNECT SWITCH ADJACENT TO AND IN SIGHT
FROM EQUIPMENT SERVED.
6.DISCONNECT SWITCH FURNISHED AND INSTALLED BY
MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL
CONTRACTOR.
7.FIXED FIRE EXTINGUISHING SYSTEM SHALL BE PROVIDED BY
THE CONTRACTOR AND INTERCONNECTED TO THE FUEL OR
CURRENT SUPPLY SO THAT FUEL OR CURRENT IS
AUTOMATICALLY SHUT-OFF TO ALL EQUIPMENT UNDER THE
HOOD WHEN THE FIRE EXTINGUISHING SYSTEM IS ACTUATED.
8.GREASE FANS SHALL HAVE A MINIMUM 5'-0" CLEARANCE FROM
COMBUSTIBLE PORTIONS OF THE ROOF.
9.TYPE I HOODS AND NON-ENCLOSED GREASE DUCTS SHALL BE
INSTALLED WITH CLEARANCE FROM COMBUSTIBLE
CONSTRUCTION OF AT LEAST 18 INCHES. THIS MAY BE REDUCED
TO 3 INCHES TO LIMITED COMBUSTIBLE MATERIAL AND 0 INCHES
FOR NON-COMBUSTIBLE.
HOLD- 420 W 17th
St3/7/2025
SCALE
NONE
SCALE
NONE
SCALE
NONE
46 2
5
37
SCALE
NONE 1
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
CU
-
FC
-
TTHERMOSTAT
PROGRAMMABLE
DISC
208/230V-1Ø-60HZ
LOW VOLTAGE WIRING NUMBER OF WIRES
PER MANUFACTURERS RECOMMENDATIONS
MOUNTED ON WALL
ALL LINE VOLTAGE CONDUIT, WIRING, AND EQUIPMENT SHOWN SOLID SHALL BE
FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
LEGEND
SPLIT SYSTEM CONTROL DIAGRAM
FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.
FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
ALL LINE VOLTAGE CONDUIT, WIRING, AND EQUIPMENT SHOWN DASHED SHALL BE
FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
EXHAUST ROOF CAP DETAIL
ROOFING
FIBER CANT
FACTORY SUPPLIED
ROOF CAP
#8 SCREW & WASHER
3/8" LAG SCREW ANCHORED
TO WOOD BLOCKING
WOOD BLOCKING
FACTORY SUPPLIED
ROOF CURB
FLOOR PLAN FOR SIZE.
EXHAUST DUCT. SEE
(E) ROOF
(E)ROOF JOIST
SEE STRUCTURAL
SCALE
NONE
SCALE
NONE
SCALE
NONE
24"x24" RETURN AIR GRILLE WITH
ACCESS PANEL ASSEMBLY (UP
FLASHING BY
MECHANICAL
SIGHT GLASS IN
LIQUID LINE
FILTER/DRYER IN
LIQUID LINE
CONTRACTOR
FOR INSULATION
EXPOSED OUTDOORS
PROVIDE METAL CLADDING
CU
-
FC
-
CEILING
NON-LOUVERED ACCESS
PANEL. SIZE TO MATCH
FAN COIL UNITS
RETURN AIR
PLENUM
FILTER FACE AREA
SUFFICIENT FOR MAX.
SECTIONAL ELEVATION
FILTER
FC
-
PLAN
FLEXIBLE
SUPPLY
FLEXIBLE
SUPPLY DUCT
250 FT/MIN FACE VEL.
DUCTS
TO 1000 CFM ONLY)
FLEX CONNECTOR
SHEET METAL
AT SIDES OF FILTER
46"x24.5"1
PANEL SIZEFCU
2
3
OUTSIDE AIR DUCT
OUTSIDE AIR DUCT
CAN BE CONNECTED
IN 3 SIDES.
WITH VOLUME DAMPER
WITH VOLUME DAMPER
46"x24.5"
46"x24.5"
AIR FILTER GAGE
NORDICPURE G99
EQUIPMENT PLATFORM WITH
NEOPRENE/SPRING ISOLATOR
3/4" COND DRAIN
TO APPROVED
RECEPTOR
CEILING MOUNTED SPLIT HP INSTALLATION DETAIL
DUCT HANGER DETAIL
REQ'D. PER "SMACNA"- TYPICAL
LONGITUDINAL BRACING WHEN
TRANSVERSE BRACING AND
3"
PROVIDE TRANSVERSE BRACING AT 3O FT. AND LONGITUDINAL BRACING AT 60 FT. WHEN REQUIRED
EXCERPT FROM TABLE 5-1 RECTANGULAR DUCT HANGERS MINIMUM SIZE OF SMACNA
PER TABLE 7-1 2008 SMACNA SEISMIC RESTRAINT MANUAL, 3RD EDITION.
2005 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE, 3RD EDITION
1"X 18 GA.
1"X 22 GA.
2.
NOTES:
1.
MAX. HALF OF
P/2 =72
P/2 =30
PERIMETER/IN.
DUCT
PAIR AT 10 FT SPACING
TYPICAL SQUARE OR
RECTANGULAR DUCTWORK
1"
3/8"
10 GA.
#10 SELF-TAPPING
S.M.S. EQUALLY SPACED
12" O.C. MAX. (TYPICAL)
TO NOTE #2 BELOW
ROUND DUCT
TYPICAL
MAX.
45°
12"
GALVANIZED SHEET
DIAGONAL BRACING REFER
METAL STRAP OR ROD
HANGER (REFER TO
SCHEDULE BELOW)
WHEN REQ'D
BRACING
3/8"Ø
MACHINE
BOLT
GALVANIZED SHEET
METAL STRAP OR ROD
HANGER (REFER TO
SCHEDULE BELOW)
STRAP WIRE/ROD
1"X 20 GA.
1"X 22 GA.
PAIR AT 8 FT SPACING
1/4"
12 GA.
STRAP WIRE/ROD
1"X 22 GA.
1"X 22 GA.
PAIR AT 5 FT SPACING
1/4"
12 GA.
STRAP WIRE/ROD
1"X 22 GA.
1"X 22 GA.
PAIR AT 4 FT SPACING
1/4"
12 GA.
STRAP WIRE/ROD
1"X 18 GA.P/2 =96 3/8"1"X 20 GA.1/4"1"X 22 GA.1/4"1"X 22 GA.1/4"
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
STRAP WIRE OR ROD (DIA.)
WHEN STRAPS ARE LAP JOINED USE
THESE MAXIMUM FASTENERS
1"X18, 20, 22 GA - TWO #10 OR ONE 1/4" BOLT
1"X16 GA - TWO 1/4" DIA.
1-1/2"X16 GA - TWO 3/8" DIA.
PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE.
1"X22 GA - 260 LBS.
1"X20 GA - 320 LBS.
1"X18 GA - 420 LBS.
1"X16 GA - 700 LBS.
0.106" - 80 LBS.
0.135" - 120 LBS.
0.162" - 160 LBS.
1/4" - 270 LBS.
3/8" - 680 LBS.
TO NOTE #2 BELOW
DIAGONAL BRACING REFER
PROVIDE TRANSVERSE BRACING AT 3O FT. AND LONGITUDINAL BRACING AT 60 FT. WHEN
EXCERPT FROM TABLE 5-2 MINIMUM HANGER SIZE FOR ROUND DUCT OF SMACNA
REQUIRED PER TABLE 7-1 2008 SMACNA SEISMIC RESTRAINT MANUAL, 3RD EDITION.
2005 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE, 3RD EDITION
2.
NOTES:
1.
12 FT.
12 FT.
11" THRU 18"
10" & SMALLER
DUCT DIA.MAXIMUM
TWO 12 GA. OR ONE 8 GA.
ONE 12 GA.
1/4"
1/4"
1"X 22 GA.
1"X 22 GA.
12 FT.19" THRU 24"TWO 10 GA.1/4"1"X 22 GA.
SPACING
WIRE
DIA.
ROD STRAP
12 FT.25" THRU 36"TWO 8 GA.3/8"1"X 20 GA.
2
M4.0
2
M4.02
M4.0
2
M4.0
- NOT USED -
- NOT USED -
- NOT USED -
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
YARD BOXY.B.REMOVE/ABANDON
ABOVE
INDIRECT
REDUCED PRESSURE B.F.P.
BACKFLOW PREVENTER
IND
RP
ABV.
B.F.P.
DRAIN
GW
D
PC/SOC
D
GW
PLUG COCK / SHUT-OFF COCK
GREASE WASTE
NOT IN PLUMBING CONTRACTN.I.P.C.
FD or AD FLOOR OR AREA DRAIN
PRESSURE REDUCING VALVE
POINT OF CONNECTION
P.R.V.
P.O.C.
REQUIRED
VENT THRU ROOF
RECTANGULAR
POLYVINYLCHLORIDE
V.T.R.
REQ'D
RECT.
P.V.C.
FCO
RD OR OD
WCO
FLOOR CLEANOUT
ROOF OR OVERFLOW DRAIN
WALL CLEANOUT
FLOOR
HEATER
INVERT ELEVATION
GALLONS PER MINUTE
FIXTURE UNIT
FINISHED FLOOR
I.E.
G.P.M.
HTR.
FLR.
F.U.
FIN. FLR.
STORM DRAIN
FLOOR SINK
CHECK VALVE
SD
OD
FS
CWV
CV
GV/SOV
CWV
SD
OD
COMBINATION WASTE AND VENT
GATE VALVE / SHUT OFF VALVE
OVERFLOW STORM DRAIN
BELOWBEL.HW HOT WATER LINE
CONNECT
CONCRETE
CAST IRON
CEILING
EXISTING
DOWN
C.I.
DN.
CLG.
EXIST.
CONN.
CONC.
GAS LINE
VENT LINEV
G
HWR
CD
DOWNSPOUTDS
S or W
S or W
G
DS
CD
SOIL OR WASTE - SUSPENDED
SOIL OR WASTE BELOW FLR OR GRADE
HOT WATER RETURN
CONDENSATE DRAIN
DESCRIPTIONABBREV.
CW
ABBREV.SYMBOL
PLUMBING LEGEND
DESCRIPTION
COLD WATER LINE
(E)
NEW(N)
PIPE SPECIFICATIONS
3. CONDENSATE DRAINS...
4. WASTE & VENT:
GENERAL NOTES
1. SLOPE ALL SOIL & WASTE LINES MIN. 2% (¼" PER FT.)
7. PLUMBING CONTRACTOR SHALL VERIFY LOCATION OF SITE PIPING AND CABLES BEFORE TRENCHING.
11. RECOMPACT ALL PLUMBING EXCAVATION.
13. VERIFY SIZE, LOCATION, DEPTH, ETC., OF ALL UTILITIES IN THE FIELD.
14. ALL FLOOR SINKS UNDER CASES OR EQUIPMENT SHALL BE HALF EXPOSED.
20. NO CLEANOUTS SHALL OCCUR UNDER OR BEHIND ANY CASE OR FIXTURE.
22. ALL LINES TO BE LOCATED AWAY FROM BEARING FOOTING, OR AS DIRECTED BY STRUCTURAL ENGINEER.
27. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.
29. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF CPC.
SERVICE - WATER NOTES
1.ALL SERVICE HOT WATER PIPE RUNS GREATER THAN 12'-0" SHALL BE INSULATED
ACCORDING TO THE REQUIREMENTS SET IN SECTION 609.11.1 AND 609.11.2 OF
THE 2022 CPC.
2.PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY
COMMISSION.
FIXTURE TOTAL PRESS. (PSIG) MAX FLOW RATE
SINK FAUCETS 20 - 60 1.8 GPM
URINAL 20 - 80 0.125 GPF
FILTERED COLD WATERFCWPIPE TEE DOWN
PIPE TEE UP
PIPE DOWN/FROM BELOW
PIPE UP
TAG FIXTURE WASTE TRAP VENT COLD
WATER WATER
HOT REMARKS
PLUMBING FIXTURE SCHEDULE
TRAP PRIMER - M1FAB M2-500 -1/2"---TP
SHEET INDEX
SHT.NO.DESCRIPTION
P-0.0 PLUMBING GENERAL NOTES, ABBREVIATIONS AND SCHEDULES
P-1.0 PLUMBING ADDITIONAL NOTES AND CALCULATIONS
P-2.0
PLUMBING FLOOR PLAN - DOMESTIC WATER
POINT OF DISCONNECTIONP.O.D.
PLUMBING FLOOR PLAN - WASTE & VENT
MS 1/2"1/2"2"2"
2"2"
1-1/2"
1-1/2"
P-2.2
S2
2"2"1/2"1/2"1-1/2"3-COMPARTMENT SINK - KINTERA MANUFACTURING
MODEL KES3C1818S-218S3
24" X 24" ADVANCE TABCO MODEL 9-OP-4. WITH VACUUM
BREAKER SPOUT, 3/4 HOSE THREAD
4"INT.2"1-1/2"-WC FLUSH VALVE WATER CLOSET. ADA COMPLIANT
BY ARCHITECTS/OWNER
L 1-1/2"1/2"2"2"1/2"
FS --1-1/2"2"2"INSTALL COMPLETE WITH DOME STRAINER & HALF GRATE.
PROVIDE TRAP PRIMER
HALF GRATE - 12"W x 12"D x 6"H FLOOR SINK.
ZURN Z1910 OR APPROVED EQUAL
1/2"1/2"2"2"1-1/2"
FD --1-1/2"2"2"IRON ADJUSTABLE TRACTOR GRATE, SEDIMENT BUCKET
PROVIDE TRAP PRIMER8" Ø FLOOR DRAIN. WATTS FD-100-A
HS GSW - MODEL HS-1615S-N HAND SINK ASSEMBLY
OR APPROVED EQUAL 1/2"1/2"2"2"1-1/2"
WITH VACUUM BREAKER (AIR-BREAK BACK FLOW) FAUCET
SPOUT, 3/4 HOSE THREAD. ZURN Z841M-XL 1.8 GPM
T&S - B-2342 FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND INDIRECT WASTE DRAIN TO FS.
T&S - B-0133-A12-V-BC - FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND INDIRECT WASTE DRAIN TO FS.
T&S FAUCET MUST HAVE A FLOWRATE OF NO MORE THAN 1.8 GPM.
SINK MUST BE PROVIDED WITH WALL BRACKETS.
ELECTRONIC TRAP PRIMER - SIOUX CHIEF 695-ES01 -1/2"---TP2
2 COMPARTMENT SINK - BK BKS-2-18-14-18TS
OR APPROVED EQUAL
WITH SOV & RUN 1/2" TRAP PRIMER LINE TO ALL FLOOR DRAIN
AND FLOOR SINK
WITH SOV & RUN 1/2" TRAP PRIMER LINE TO ALL FLOOR DRAIN
AND FLOOR SINK
6" W. TRENCH DRAIN. ZURN Z890 -2"3"3"TD RUN 1/2" TRAP PRIMER LINE TO TRENCH DRAIN P-TRAP
P-3.0 PLUMBING DETAILS - WATER HEATER SYSTEM
LAVATORY. SHALL BE ADA COMPLIANT BY
ARCHITECTS/OWNER
P-2.4 PLUMBING ROOF PLAN
P-3.1 PLUMBING DETAILS
TAG MAKE & MODEL
GPH @ 70°F RISE
RECOVERY REMARKS
PLUMBING EQUIPMENT SCHEDULE
MODEL ST-35-CL
AMTROL FACTORY PRECHARGED OF 38 PSIET-1 --3.2
-RCP-1
STORAGE
CAP. (GALS.)
ELECTRICAL
HP V PH HZ
WATER TEMP.
IN (°F)OUT (°F)WT. (LBS.)
SHIPPINGGAS (MBH)
INPUT
------40
----0.167 HP 120 1 --12 INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
AOSMITHWH-3 658140100-120 1 60 70BTH-150 Mxi 150 553
TACO SERIES 0013
PIPE INSULATION SCHEDULE
PIPING SERVICE MATERIALS
CONDENSATE DRAIN
THICKNESS
3/4"
INSULATION SHALL BE ONE-PIECE PREFORMED GLASS FIBER INSULATION
WITH INTEGRAL ALL-PURPOSE FIRE RETARDANT, GLASS YARN SCRIM
LAMINATED, WHITE JACKET, “K” FACTOR SHALL BE 0.23 MAXIMUM
AT 75 DEGREES F. MEAN TEMPERATURE.
INSULATION
INSULATION SHALL BE ONE-PIECE PREFORMED GLASS FIBER INSULATION
WITH INTEGRAL ALL-PURPOSE FIRE RETARDANT, GLASS YARN SCRIM
LAMINATED, WHITE JACKET, “K” FACTOR SHALL BE 0.23 MAXIMUM
AT 75 DEGREES F. MEAN TEMPERATURE.
DOMESTIC HOT WATER
SUPPLY & RETURN
SIZE
PIPE
1"1/2" & 3/4"
1-1/2"1" & 1 1/4"
3/4"
FF FILL FAUCET - FISHER MANUFACTURING POT FILLER HOSE STYLE
SINGLE WALL MOUNT 3/4"FAUCET MUST HAVE A FLOWRATE OF NO MORE THAN 1.8 GPM.
WHA WATER HAMMER ARRESTOR BY PDI
OR APPROVED EQUAL 1"WITH ACCESS PANEL. PROVIDED AS SUGGESTED BY PDI.
---
---
-
-
PLUMBING FLOOR PLAN - GAS & CONDENSATEP-2.3AOSMITHWH-4 658140100-120 1 60 70BTH-150 Mxi 150 553
P-3.2 PLUMBING DETAILS
DF DRINKING WATER FOUNTAIN ELKAY EZ0TL8WSSK
OR APPROVED EQUAL
1/2"SHALL BE MOUNTED AND INSTALLED PER MANUFACTURER'S
INSTALLATION AND OPERATING MANUAL----
S1 1/2"1/2"2"2"1-1/2"T&S - 5PR-8W08 FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND DIRECT WASTE TO SEWER LINE
SINGLE COMPARTMENT SINK KINTERA KES1C1818-L18
- OR APPROVED EQUAL
1.WATER.... TYPE "K" SOFT COPPER TUBING BELOW FLOOR OR GRADE.
TYPE "L" HARD DRAWN COPPER TUBING WITH WROUGHT SOLDER JOINT FITTINGS ABOVE FLOOR OR GRADE.
2.GAS..........SCHEDULE 40 BLACK STEEL PIPE WITH BLACK MALLEABLE IRON SCREWED FITTINGS.
EXPOSED TO WEATHER SHALL BE GALVANIZED, STEEL PIPE.
TYPE "L" HARD DRAWN COPPER TUBING WITH WROUGHT SOLDER JOINT FITTINGS.
EMERGENCY EYE WASHEEW
2"INT.2"1-1/2"-UR URINAL ADA COMPLIANT BY ARCHITECTS/OWNER
WATER HAMMER ARRESTORWHA
KOHLER OR APPROVED EQUAL
INSTALL AT ADA COMPLIANT - REFER TO ARCH DWGS. PROVIDE 1-1/4"
CW SUPPLY ROUGH IN PER CPC 2022 403.3.1
HB1 WALL HYDRANT - ZURN 1305-VB 3/4"WITH VACUUM BREAKER LOSE KEY STOP & LOCK & VANDAL PROOF
SCREWS, NICKLE BRONZE, FINISH, INSTALL @+18"
HB2 3/4"
HB3 3/4"
---
---
---
3/4"
HB4 3/4"WITH LOOSE KEY STOP AND VACUUM BREAKER----
HB5 3/4"3/4" CW W/ WILKINS (MODEL BFP-8F) VACUUM BREAKER W/ LOOSE
KEY STOP AND VANDAL PROOF SCREWS = PROVIDED BY G.C.----
WITH THE VACUUM BREAKER, WALL MOUNTED, LESS DOOR WITH
VACUUM BREAKER AND VANDAL PROOF SCREWS
-
HOT & CW HOSE BIBB - KROWNE ROYAL SERIES MODEL 24-503
WALL HYDRANT - ACORN 8146
WALL HYDRANT - ACORN 8126
WALL HYDRANT - ACORN 8126
INSTALL PER INSTALLATION AND OPERATING MANUAL
REMARKS/SPECIFICATIONSSYMBOL
CONNECTION
H.W.C.W.
BFP --
PLUMBING EQUIPMENT SCHEDULE
PRV -2" BACKFLOW WATER PREVENTER CAST IRON -
INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
2" BACKFLOW PREVENTER
WILKINS 975XL
MANUFACTURER
MODEL GPM
FLOW
PSI
LOSS
PRESS.
LOCATION
AT METER
RP-2 --INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
1-1/4" BACKFLOW PREVENTER
WILKINS 975XL2 RPBFP
FOR EVAP COND.15 8.0
RP-3 --INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
3/4" BACKFLOW PREVENTER
WILKINS 909 RP SEE SHEET P-3.11510.0
2" PRESSURE REDUCING
VALVE WILKINS 500XL 62 7.0
(FIELD VERIFY)
INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
REFER TO SHEET P-3.0
INSTALL PER MANUFACTURER'S INSTALLATION
AND OPERATING INSTRUCTIONS
REFER TO SHEET P-3.0
CO-1 ---
CO-2 INSTALL IN WORK AREA FLOORS AND EXTERIOR WALKS WITH
EXTRA HEAVY CAST IRON TOP---
CO-3 INSTALL AT ALL TYPE WALL CONSTRUCTION AND FINISHES---
CLEAN OUT - J.R. SMITH 4100 - NB
CLEAN OUT - J.R. SMITH 4100 - G
CLEAN OUT - J.R. SMITH 4472PC
INSTALL IN SALES AREA FLOORS WITH NICKEL-BRONZE TOP-
-
-
2", 3", OR 4"
2", 3", OR 4"
2", 3", OR 4"
SERVICE WEIGHT HUBLESS CAST IRON PIPES AND FITTINGS, WRAPPED WITH 3 MIL. PLASTIC
5. SANITARY SEWER:
SERVICE WEIGHT HUBLESS CAST IRON PIPES AND FITTINGS, WRAPPED WITH 3 MIL. PLASTIC
6. SINK DRAINS:
TYPE "DWV" COPPER DRAINAGE TUBE WITH WROT SOLDER JOINT FITTINGS ONLY. (ABS AND PVC PIPING
PROHIBITED)
7. REFRIGERATION DRAINS:
TYPE "M" COPPER DRAINAGE TUBE WITH WROT SOLDER JOINT FITTINGS ONLY.
(ABS AND PVC PIPING PROHIBITED)
8. SINK DRAIN VALVES:
ROTARY WASTE VALVES WITH LEVER / TWIST HANDLES SHALL BE INSTALLED AT ALL 1, 2,
AND 3 COMPARTMENT SINKS, ETC. ONLY. MANUAL SINK DRAIN STOPPERS ARE PROHIBITED.
P-2.1
PLUMBING DEMO PLAN
ELONGATED TOILET, VITREOUS CHINA WITH OPEN SEAT
WHITE,1.28 GPF. ADA COMPLIANT
MATERIAL AT ALL UNDER GROUND LOCATIONS ONLY
- IN ADDITION ABS OR SCHEDULE 40 CPVC PIPING, SHALL BE INSTALLED BELOW SLAB OR GRADE ONLY,
APPROVED BY AUTHORITY HAVING JURISDICTION (AJH)
MATERIAL AT ALL UNDER GROUND LOCATIONS ONLY
- IN ADDITION ABS OR SCHEDULE 40 CPVC PIPING, SHALL BE INSTALLED BELOW SLAB OR GRADE ONLY,
APPROVED BY AUTHORITY HAVING JURISDICTION (AJH)
2"2"1-1/2"2"2"1/2"1/2"1-1/2"3-COMPARTMENT SINK - BK BKS-3-1824-14-18T
OR APPROVED EQUALS4 T&S - B-0133-A12-V-BC - FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND INDIRECT WASTE DRAIN TO FS.
2"2"1-1/2"2"2"1/2"1/2"1-1/2"3-COMPARTMENT SINK - JOHN BOOS "3BCS" - 3BCS-184-2D18S5 T&S - B-0133-A12-V-BC - FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND INDIRECT WASTE DRAIN TO FS.
3/4"
33. ADDITIONAL PIPING NOTES:
a. ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED
SYNTHETIC LATEX PAINTS. (CPC 906.1).
b. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEED THOSE SHOWN IN TABLE 313.
2022 CPC SEC. 313.3
2.DRAWINGS ARE DIAGRAMATIC. DO NOT SCALE PLUMBING PLANS FOR EXACT HORIZONTAL LOCATION OF
PIPE RUNS.
3.SUPPLY ROUGH-IN, INSTALL AND CONNECT PLUMBING FIXTURES AS REQUIRED UNLESS OTHERWISE NOTED.
4.VERIFY & COORDINATE ROUGH-IN AND FIXTURE LOCATIONS WITH ARCHITECTURAL DWGS. PRIOR TO
FABRICATION OR INSTALLATION OF MATERIALS AND AGAIN PRIOR TO SLAB POUR.
5.VERIFY ALL ELECTRICAL CHARACTERISTICS WITH ELECTRICAL PLANS PRIOR TO BID OR MATERIAL
PURCHASE.
6.WORK SHALL NOT BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE
PLUMBING INSPECTOR OR OTHER GOVERNMENTAL AUTHORITIES HAVING JURISDICTION.
8.PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE
NOTED.
9.FLUSH VALVES, FAUCETS, STOPS BUBBLERS, ETC., SHALL BE ADJUSTED TO THEIR NORMAL WORKING
CONDITIONS.
10.ALL LABOR AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE OF THE
COMPLETED WORK BY THE ARCHITECT, WITH SERVICE, REPLACEMENT OR REPAIR MADE AT NO EXTRA
COST TO THE OWNER OR TENANT.
12.ALL MATERIALS, EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO ALL REQUIREMENTS OF ALL
APPLICABLE CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES & REGULATIONS.
P-4.0 PLUMBING RISER DIAGRAM - DOMESTIC WATER
P-4.1 PLUMBING RISER DIAGRAM - WASTE & VENT
32.SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN TABLE 313.3.
2022 CPC SEC. 313.3.
31.ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED SYNTHETIC LATEX
PAINTS. (CPC 906.1).
30.NO WATER-OPERATED EQUIPMENT OR MECHANISM, OR USE A WATER-TREATING CHEMICAL OR
SUBSTANCE, WHERE IT IS FOUND THAT SUCH EQUIPMENT, MECHANISM, CHEMICAL, OR SUBSTANCE
CAUSES POLLUTION OR CONTAMINATION OF THE DOMESTIC WATER SUPPLY. SUCH EQUIPMENT OR
MECHANISM SHALL BE PERMITTED WHERE EQUIPMENT WITH AN APPROVED BACKFLOW PREVENTION
DEVISE OR ASSEMBLY. BACKFLOW PREVENTION DEVICES AND ASSEMBLIES SHALL COMPLY WITH TABLE
603.2, EXCEPT FOR SPECIFIC APPLICATIONS AND PROVISIONS AS STATED IN SECTION 603.5.1 THROUGH
SECTION 603.5.21.
28.EACH PLUMBING FIXTURE THAT CONNECTS TO THE SANITARY SEWER SYSTEM SHALL BE PROPERLY
TRAPPED AND VENTED IN ACCORDANCE WITH THE 2022 CPC.
26.EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL
RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO
ANY OTHER VENT.
25.WATER PIPE AND FITTINGS SHALL NOT EXCEED 0.25% LEAD CONTENT IN SYSTEMS CONVEYING POTABLE
WATER.
24.PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH ALL THE REQUIREMENTS IN SECTION 5.303 IN
THE 2022 CALIFORNIA GREEN BUILDING CODE.
23.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO
INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR
WATER SEALS.
21.ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE POSSIBLE, AND EXPOSED PIPING SHALL BE
RUN AS HIGH AS POSSIBLE AND TIGHT TO WALLS.
19.ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, AND SHALL CONFORM TO THE
CALIFORNIA PLUMBING CODE, LATEST EDITION. (2022)
18.PLUMBING CONTRACTOR TO SET IN PLACE ALL OWNER FURNISHED EQUIPMENT ON FIXTURE CONNECTION
SCHEDULE AS DETAILED OR DIRECTED IN FIELD.
16.REFER TO ARCHITECTURAL & KITCHEN DRAWINGS FOR EXACT LOCATION OF ALL FLOOR SINKS, FLOOR
DRAINS, AND WATER REQUIREMENTS.
15.FURNISH AND INSTALL ALL BACKFLOW PROTECTION AS REQUIRED BY STATE AND LOCAL HEALTH DEPT.
AND APPLICABLE CODES.
EXISTING RHEEM
WH-1 4513050-120 1 60 70XG50T12HN38U138 150
EXISTING RHEEM
WH-2 4513050-120 1 60 70XG50T12HN38U138 150 EXISTING TO REMAIN
- SERVICE TO LIKE NEW CONDITION
EXISTING TO REMAIN
- SERVICE TO LIKE NEW CONDITION
(EXIST.)
(EXIST.)
P-5.0 CERTIFICATE OF COMPLIANCE
EMERGENCY EYE WASHEEW
W/ SLOAN #EBF-85 ELECTRONIC BATT. OPERATED FAUCET SET TO MAX. 30 SEC. CYCLE
W/ BDT MIXING VALVE #MIX-135-A, C.P. "P" TRAP, SUPPLY AND DRAIN FITTING, AERATOR
AND MIFAB MC-51-LP CARRIER INSULATE TRAP AND SUPPLY PER CODE MOUNT AS REQ.
EEW EYEWASH STATION - WALL MOUNTED - GUARDIAN G1814 3/4"WALL MOUNTED, STAINLESS STEEL BOWL, 2 SPRAY HEADS2"2"1-1/2"-
2"2"1-1/2"2"2"1/2"1/2"1-1/2"3-COMPARTMENT SINK - KINTERA MANUFACTURING
MODEL KES31818S-218S6 T&S - B-0133-A12-V-BC - FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND INDIRECT WASTE DRAIN TO FS.
S1.1 1/2"1/2"2"2"1-1/2"T&S - 5PR-8W08 FAUCET 1.5 GPM AERATOR.
INSTALL P-TRAP AND DIRECT WASTE TO SEWER LINE
SINGLE COMPARTMENT SINK KINTERA KES1C1824S-R18
- OR APPROVED EQUAL
34. THE FLOOR SINK MUST BE EASILY ACCESSIBLE FROM THE WALKWAY WITHOUT HAVING TO CRAWL INTO
TIGHT SPACES, UNDER EQUIPMENT, OR MOVE ANY EQUIPMENT TO REACH IT. THE FLOOR SINK CANNOT BE
IN WALKWAYS OR IN ANY OTHER LOCATION THAT RENDERS IT A TRIPPING HAZZARD.
a. THE TOTAL RUN OF THE DRAIN LINE FROM THE EQUIPMENT TO THE FLOOR SINK CANNOT EXCEED
(15)-FEET WITH THE EXCEPTION OF WALK-IN UNIT, WHERE THE DRAIN LINE MAY EXCEED THE REQUIRED
(15)-FEET WHEN ADEQUATEDRAIN SLOPE IS PROVIDED. ALL DRAIN LINES MUST HAVE A MINIMUM (1/4)-INCH
PER FOOT SLOPE FOR ADEQUATE DRAINAGE, AND BE INSTALLED (1/2)-INCH AWAY FROM WALLS, AND NOT
CROSS ANY AISLES, TRAFFIC AREAS, OR DOOR OPENINGS. ADDITIONALLY, ALL DRAIN LINES SHALL BE
INSTALLED (6)-INCHES ABOVE FINISHED FLOOR. MOUNTING HARDWARE USED TO ELEVATE DRAIN LINES
MUST BE EASILY CLEANABLE. UNISTRUTS, FOR EXAMPLE, ARE NOT CONSIDERED EASILY CLEANABLE AND
NOT ACCEPTED.
17.PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL SUPPLIES, STOPS, TRAPS, VALVES, SHOCK-STOPS,
REGULATORS AND BACKFLOW PROTECTION PER CODE TO OWNER'S FURNISHED SINKS AND EQUIPMENT.
35. AN EFFORT SHOULD BE MADE TO ENCLOSE ALL PLUMBING, CONDUIT, AND GAS LINES WITHIN WALLS.
WHERE THIS IS NOT POSSIBLE, MULTIPE RUNS OR CLUSTERS OF PIPING SHOULD BE FURRED IN, ENCASED
IN APPROVED RUNWAY OR OTHER APPROVED SEALED ENCLOSURE. ALL CONDUIT, PLUMBING, ETC., NOT
CONCEALED WITHIN WALLS, MUST BE INSTALLED AT LEAST SIX (6) INCHES OFF THE FLOOR AND 1/2" INCH
AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT IS TO BE "SEAL-TIGHT" OR EQUIVALENT. (114257).
FIXTURE
3 COMPARTMENT SINK 24" X 24"
3 COMPARTMENT SINK 18" X 18"
2 COMPARTMENT PREP SINK
1 COMPARTMENT PREP SINK
RESTROOM SINK
DUMP/BAR SINK
JANITOR / MOP SINK
287,980 BTU/H
TOTAL GALLONS PER HOUR CONSUMPTION 440
HAND SINKS
1
4
3
3
25
14
75
168
1
2
2
1
1
11
2
1
1
1
1
1
14
14
6
6
15
6
28
28
12
6
15
66
GPH REQUIREMENTS AS
DETERMINED BY THE
HEALTH DEPARTMENT
AND MANUFACTURERS
DATA SHEETS
QTY
PER
FIXTURE
NUMBER OF
FIXTURES
FIXTURE
TOTALS
SIZING REQUIREMENTS FOR 'NEW'
STORAGE TYPE WATER HEATERS
COLD & HOT WATER HOSE REEL 7 1 6 42
TANK TYPE GAS WATER HEATER SIZING FORMULA - TOTAL GPH X (77) DEGREE RISE IN
WATER REQUIRED X 8.33 LB (WEIGHT OF A GALLON OF WATER) THEN DIVIDED BY THERMAL
EFFICIENCY (0.98% - SEE WATER HEATER SPECS ON SHEET P3.0 = BTU INPUT REQUIRED
TO FURNISH HOT WATER NECESSARY
FIXTURE
3 COMPARTMENT SINK 18" X 18"
1 COMPARTMENT PREP SINK
63,288 BTU/H
TOTAL GALLONS PER HOUR CONSUMPTION 74
HAND SINKS
1 3 14 42
1
2
1
1
14
6
14
6
TANK TYPE GAS WATER HEATER SIZING FORMULA - TOTAL GPH X (77) DEGREE RISE IN
WATER REQUIRED X 8.33 LB (WEIGHT OF A GALLON OF WATER) THEN DIVIDED BY THERMAL
EFFICIENCY AS SET NATIONALLY BY NSF AT .75 OR 75 PERCENT = BTU INPUT REQUIRED TO
FURNISH HOT WATER NECESSARY
GPH REQUIREMENTS AS
DETERMINED BY THE
HEALTH DEPARTMENT
AND MANUFACTURERS
DATA SHEETS
QTY
PER
FIXTURE
NUMBER OF
FIXTURES
FIXTURE
TOTALS
SIZING REQUIREMENTS FOR THE 'EXISTING'
STORAGE TYPE WATER HEATERS
COLD & HOT WATER HOSE REEL 1 1 6 6
2 x 38,000 BTU provided
2 x 150,000 BTU provided
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
A.BALANCING OF THE DOMESTIC HOT WATER SYSTEM:
1.
B.
G.
H.
L.
J.
CALGREEN NOTES
A.
B.
C.
D.
E.
2.
3.CHECK THAT THERE ARE FLOW AT ALL THE SINKS, SERVICE SINK, ETC..
4.
5.CHECK THE WATER FLOW AT EACH FIXTURE. IF OKAY THEN THE BALANCE IS COMPLETE.
6.
C.
D.HOT WATER IS DISTRIBUTED VIA TYPE L HARD COPPER PIPES TO ALL FIXTURES.
E.HOT WATER WILL BE PROVIDED AT FIXTURES AT THE FOLLOWING TEMPERATURES:
F.
K.
SEISMIC NOTES
1.
2.
A.
B.
C.
D.
E.
F.
6.
5.
1.
DEMOLITION NOTES
2.
3
4.
7.
8.
9.
TESTING ON PLUMBING SYSTEMS
A.WATER TEST -THE WATER TEST SHALL BE APPLIED TO THE DRAINAGE AND VENT SYSTEMS EITHER
IN ITS ENTIRETY OR IN SECTIONS. IF APPLIED TO THE ENTIRE SYSTEM, ALL OPENINGS IN THE
PIPING SHALL BE TIGHTLY CLOSED, EXCEPT THE HIGHEST OPENING, AND THE SYSTEM FILLED
WITH WATER TO A POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, EACH OPENING
SHALL BE TIGHTLY PLUGGED EXCEPT THE HIGHEST OPENING OF THE SECTION UNDER TEST, AND
EACH SECTION SHALL BE FILLED WITH WATER, BUT NO SECTION SHALL BE TESTED WITH LESS
THAN A TEN (10) FOOT (3M) HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, AT LEAST THE
UPPER TEN (10) FEET (3M) OF THE NEXT PROCEEDING SECTION SHALL BE TESTED, SO THAT NO
JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST TEN (10) FOOT (3M) OF THE SYSTEM)
SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THEN A TEN.(10) FOOT (3M) HEAD OF WATER.
THE WATER SHALL BE KEPT IN THE SYSTEM, OR THE PORTION UNDER TEST, FOR AT EAST FIFTEEN
(15) MINUTES BEFORE INSPECTION STARTS. THE SYSTEM SHALL THEN BE TIGHT AT ALL POINTS.
B.WATER PIPING – UPON COMPLETION OF A SECTION OR OF THE ENTIRE HOT AND COLD WATER
SUPPLY SYSTEM, IT SHALL BE TESTED AND PROVED TIGHT UNDER A WATER PRESSURE NOT LESS
THAN THE WORKING PRESSURE IN WHICH IT IS TO BE USED. THE WATER USED FOR TESTS SHALL
BE OBTAINED FROM A POTABLE SOURCE OF SUPPLY. A FIFTY (50) POUND PER SQUARE INCH (344.5
KPA) AIR PRESSURE MAY BE SUBSTITUTED FOR THE WATER TEST. IN EITHER METHOD OF TEST,
THE PIPING SHALL WITHSTAND THE TEST WITHOUT LEAKING FOR A PERIOD OF NOT LESS THAN
FIFTEEN (15) MINUTES.
COLD WATER PIPE SIZING (TYPE "L" COPPER PIPE) BASED ON
PIPE SIZE 3/4"1"1¼"1½"2"2½"3"
3.6 PSI/100 FT. AND MAX. VELOCITY OF 8 FPS
CW
FLUSH TANK 6 13 431 7192854185
HW 6 13 245 4062846119
CW
FLUSH VALVE 0 0 295 66601382
Subject: WATER CALCULATIONS
Job Address:
420 WEST 17TH STREET SANTA ANA, CA 92706
(A)Available Water Pressure: 75.00 PSI
(B)Water demand:
1. Domestic 62.00 GPM
2. Misc. GPM
(C)Pressure loss thru Existing 1-1/2" Water Meter 5.00 PSI
Pressure loss thru 2" BFP, Zurn 975XL3 12.00 PSI
Pressure loss thru 2" PRV, Wilkins 500XL 9.00 PSI
Pressure loss thru Tank Type Water Heater 1.00 PSI
(D)Pressure loss due to height:18 Ft. x .434 7.81 PSI
(E)Residual Pressure: 25.00 PSI
(G)Total pressure loss from above (Items C thru F): 59.81 PSI
(H)Minimum pressure available: 75.00 PSI
(I)Total pressure loss (Item G above): 59.81 PSI
(J)Pressure available for friction loss (H minus I): 15.19 PSI
(K)Developed pipe length:
1. Developed length of run (Main to last fixture): 350.00 Ft.
2. 25% of developed length for fittings 87.50 Ft.
3. Equivalent length (developed length +25%) 437.50 Ft.
(L)Friction loss per one hundred (100) feet of pipe:
= 100' x (J) 15.19 psi divided by (K) 437.50 ft. = 3.65 PSI/100'
5.28 Domestic Hot Water Recirculation Pump/Supply Sizing
B.Multiply this total length by 30 Btu/Ft. for insulated pipe and 60 Btu/Ft. for uninsulated pipe
to obtain the approximate heat loss.
A.APPROXIMATE TOTAL LENGTH OF ALL HOT WATER SUPPLY AND RETURN PIPING.
1.Total length = 793 Ft. x 30 Btu/Ft. = 23,790
2.Approximate Heat Loss = 23,790
C.Divide the total heat loss by 10,000 to obtain the total pump capacity in GPM.
1.HOT WATER SUPPLY = 430 FT.
2.RETURN PIPING = 363 FT.
3.HOT WATER + RETURN PIPING = 793 FT.
1.Approximate Heat Loss = 23,790 / 10,000 = 2.38
D.Select a circulating pump to provide the total required GPM and obtain the head created at this flow.
1.Taco Pump IL0013 0.167 HP = 28 Ft. Head
E.Multiply the head by 100 and divide by the total length of the longest run of the hot water return piping
to determine the allowable friction loss per 100 feet of pipe.
1.28 Ft. x 100 = 2,800
2.2,800 / 232 Ft.(longest run hot water return) = 12.07 psi/100'
F.Determine the required GPM in each circulating loop and size the hot water return pipe
based on this GPM and the allowable friction loss as determined above.
½"
HOT WATER PIPE SIZING (TYPE "L" COPPER PIPE) BASED ON
PIPE SIZE 3/4"1"1¼"1½"2"
12 PSI/100 FT. AND MAX. VELOCITY OF 5 FT/S
HWR 3 8 16 28 46 119
PROPOSED SANITARY WASTE FIXTURE SUMMARY
FIXTURE
DRAIN
F.U.QTY.
WASTE
SAN
F.U.
TOTAL
COLD WATER
CW
F.U.
CW
TOTAL
HOT WATER
HW
F.U.
HW
TOTAL
FIXTURE COUNTS
TOTAL LOAD
FIXTURE COUNTS
74 DFU 39 CW 9 HW
TOTAL LOAD 125 DFU 38 CW
(R)3-COMP SINK (INDIRECT)2 2 --2 4
(R)PREP-SINK (INDIRECT)2 2 --
HAND SINK 1 1 1 1
2 4 2 4
(R)FLOOR DRAINS 4 2 2 8
(R)FLOOR SINK 13 2 2 26
FLOOR DRAIN 2 2 2 4
2
GREASE WASTE FIXTURE SUMMARY
(R)HAND SINK 4 1 1 4 1 4 1 4
FIXTURE
DRAIN
F.U.QTY.
WASTE
SAN
F.U.
TOTAL
COLD WATER
CW
F.U.
CW
TOTAL
HOT WATER
HW
F.U.
HW
TOTAL
(R)TRENCH DRAINS 1 3 3 3
1 1 1 1
NEW TOTAL OVERALL
BASED ON 2022 CBC - PLUMBING
77 FU = 62.0 GPM
44 FU = 26.0 GPM
USE 2" COLD WATER SERVICE
USE 1-1/2" HOT WATER SERVICE
TOTAL SANITARY = 199 WFU USE 4" SANITARY
199 WFU 77 CW 44 HW
35 HW
FAUCET(CW & HW HOSE REELS)1 7 1 77
ICE MAKER 2
TRENCH DRAIN 2 3 3 6
0.5 1
MISTING KIT 1 1 1
THESE DOCUMENTS WERE PREPARED PER AVAILABLE AS-BUILT DOCUMENTS. FIELD VERIFY ALL
EXISTING CONDITIONS (SIZE, LOCATION, ETC.) PRIOR TO BEGINNING DEMOLITION. NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND
EXISTING CONDITIONS.
DEMOLITION OR INTERRUPTION TO EXISTING SERVICES SHALL BE MINIMIZED AND
COORDINATED WITH THE OWNER'S REPRESENTATIVE.
PATCH AND REPAIR AREAS, PIPING, DUCTWORK, ETC., EXISTING OR NEW, DAMAGED AS A
RESULT OF THE DEMOLITION WORK. REPAIR TO MATCH EXISTING CONDITIONS.
BEFORE DEMOLITION AND REMOVAL OF DUCTWORK OR PIPING, VERIFY HVAC EQUIPMENT
CONNECTED ONLY SERVES THE AREA INCLUDED IN THE CURRENT PHASE OF DEMOLITION.
ONCE CONFIRMED, DUCTWORK OR PIPING SHALL BE REMOVED TO THE POINTS INDICATED
ON PLANS, UNLESS NOTED OTHERWISE.
REMOVE ASSOCIATED HANGERS, SUPPORTS, AND ANCHORS OF DEMOLISHED EQUIPMENT,
DUCTWORK OR DEVICES.
PROVIDE TEMPORARY OR PERMANENT CAPS FOR EXISTING PIPING. NO PIPING SHALL BE LEFT
OPEN ENDED.
PROVIDE TEMPORARY OR PERMANENT MECHANICALLY FASTENED SHEET METAL CAPS FOR
REMAINING DUCTWORK OPENINGS. SEAL AIRTIGHT PER SMACNA GUIDELINES.
REPAIR AND OR REPLACE INSULATION REMOVED OR DAMAGED AS A RESULT OF DEMOLITION.
DEMOLISHED MATERIAL SHALL BE PROMPTLY REMOVED FROM PROJECT SITE AND DISPOSED
OF IN AN EPA-APPROVED MANNER. EQUIPMENT OR DEVICES IN FAIR CONDITION SHALL BE
REVIEWED WITH THE OWNER FOR POSSIBLE SALVAGE PRIOR TO DISPOSAL.
NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE
FLOW RATE SPECIFIED IN SECTION 5.303.3. (CALGREEN 5.303.3) ABOVE THE FLOOR ARE
APPROXIMATE AS THE REQUIREMENTS IS TO B IN ACCORDANCE WITH ALL APPLICABLE CODES
AND MEET WITH THE APPROVAL OF ALL GOVERNING AUTHORITIES.
WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE
OF ALL THE SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE
VALVE SHALL NOT EXCEED 20 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE
DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (CALGREEN
5.303.3.3)
A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED
AND PROVIDED TO THE FIELD INSPECTOR PRIOR TO FINAL APPROVAL. THIS REPORT SHALL BE
SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (CALGREEN
5.410.4.4)
FOR ALL NEW EQUIPMENT, AN OPERATION & SYSTEMS MANUAL SHALL BE PROVIDED TO
THE OWNER AND THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. (CALGREEN
5.410.4.5)
THE HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFC
OR HALONS. (CALGREEN 5.508.1)
THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES
PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS.
ALL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL
FORCES PRESCRIBED IN 2019 CBC, SECTION 1613 AND ASCE 7-05 SECTIONS 13.3, 13.4 AND 13.6.
CONTRACTOR SHALL PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALL PLUMBING
EQUIPMENT AND REQUIRED PIPING.
THE CONTRACTOR SHALL SUBMIT THE ANCHORAGE DETAILS AND CALCULATIONS FOR ITEMS NOT
SHOWN ON THE DRAWINGS AND FOR ALL SUBSTITUTED EQUIPMENT THAT IS GREATER IN WEIGHT
OR VARIES MORE THAN 10% IN LENGTH, HEIGHT OR WIDTH FROM THE APPROVED DETAILS TO
THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW (ALLOW 4 WEEK REVIEW PERIOD).
FOLLOWING THE REVIEW BY THE STRUCTURAL ENGINEER OF RECORD, THE CONTRACTOR
SHALL SUBMIT THE ANCHORAGE DETAILS AND CALCULATIONS TO THE ARCHITECT (THIS SHALL
BE DONE AT LEAST 12 WEEKS PRIOR TO THE SCHEDULED EQUIPMENT INSTALLATION). THE
CONTRACTOR'S STRUCTURAL ENGINEER SHALL PARTICIPATE IN ALL BACK CHECKING
PROCEDURES.
EQUIPMENT WEIGHING LESS THAN 200 POUNDS AND SUSPENDED FROM A ROOF, CEILING OR
HUNG FROM A WALL.
EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.
EQUIPMENT WEIGHING LESS THAN 400 POUNDS SUPPORTED DIRECTLY ON A FLOOR OR ROOF.
TEMPORARY OR MOVEABLE EQUIPMENT THAT IS NOT HARDWIRED OR PLUMBED TO THE
BUILDING.
FIXTURE COUNTS
TOTAL EXISTING LOAD 57 DFU 40 CW
EXIST. 3-COMP SINK (INDIRECT)3 ---2 6
EXIST. PREP-SINK (INDIRECT)2 ---2 4 2 4
EXIST./ RELO. FLOOR DRAINS 4 2 2 8
EXIST./ RELO. FLOOR SINKS 14 2 2 28
2 6
DEMO / EXISTING FIXTURE SUMMARY
EXIST. HAND SINK 5 1 1 5 1 5 1 5
FIXTURE
DRAIN
F.U.QTY.
WASTE
SAN
F.U.
TOTAL
COLD WATER
CW
F.U.
CW
TOTAL
HOT WATER
HW
F.U.
HW
TOTAL
EXIST. TRENCH DRAINS 1 3 3 3
18 HW
EXIST. LAVATORY 2 1 1 2 2 4 2 4
EXIST. WATER CLOSET 2 4 4 8 5 10
FIRST HOSE BIBB 2 2.5 5
CALGREEN NOTES FOR TESTING & ADJUSTING
OF WATER HEATING SYSTEM
EXISTING HOSE BIBB 2 2.5 5
EXIST. ADDT'L HOSE BIBB 3 1 3
EXIST. MOP SINK 1 3 3 3 3 3 3 3
URINAL 2 2 2 4 4 8
4
3-COMP SINK (INDIRECT)4 2 --2 8
FLOOR DRAINS 16 2 2 32
2
TRENCH DRAINS 5 3 3 15
8
PREP-SINK (INDIRECT)1 2 --2 2 2 2
(R) LAVATORY 2 1 1 2 1 2 --
(R) WATER CLOSET 2 4 4 8 5 10START SETTING THE BALANCE VALVES TO THE REQUIREMENTS HIGHLIGHTED FOR EACH
RISER. (OR BASED ON THE TOTAL GPM REQUIRED AT ALL OF THE FIXTURES ON EACH RISER).
IF THE WATER FLOW IS NOT ADEQUATE THEN RESET THE BALANCE VALVE TO PROVIDE
MORE OR LESS FLOW.
HOT WATER TEMPERATURE WILL BE MAINTAINED THROUGHOUT THE SYSTEM BY USE OF
A RE-CIRCULATING PIPING SYSTEM INCORPORATING A SINGLE IN-LINE CIRCULATING
PUMP. THE CIRCULATING HOT WATER PUMP SHALL BE CONTROLLED TO OPERATE ONLY
WHEN BUILDING IS OCCUPIED.
HOT WATER CIRCULATING PUMP AND PIPING FOR WATER VELOCITY NOT TO EXCEED 5
FEET PER SECOND.
PIPES ROUTES WILL BE DESIGNED TO AVOID DEAD-LEG PIPING. HOT WATER RETURN LINES
SHALL BE PROVIDED TO THE FURTHEST FIXTURE FOR DOMESTIC HOT WATER SYSTEM.
GENERAL HOT WATER OUTLETS: 140F WATER GENERATED AT WATER HEATER TO MIXING
VALVE 120F AFTER MIXING VALVE AND 115F AT THE FURTHEST OUTLET FROM WATER HEATER.
PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH APPLICABLE
STANDARDS ON EACH SYSTEM. (CALGREEN 5.410.4.3)
AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF
TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.
(CALGREEN 5.410.4.4)
PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND
MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTEES/WARRANTIES FOR EACH SYSTEM.
O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8,
SECTION 5142, AND OTHER RELATED REGULATIONS (CALGREEN 5.410.4.5)
INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE
ENFORCING AGENCY. (CALGREEN 5.410.4.5.1)
SEE THE PUMPS TO RUN AND CHECK ALL THE FLOW RATES, PRESSURES AND AMPS AT THE
REQUIRED OPERATING CONDITION. (SEE THE SCHEDULES)
SET THE HOT WATER HEATERS TO THE REQUIRED SET POINTS FOR TEMPERATURE ETC.
(SEE THE SCHEDULES)
ADDITIONAL HOSE BIBB 3
ADDITIONAL HOT WTR HOSE BIBB 1 1 1
1 3
ESPRESSO MACHINE 1 0.5 0.5
MIXER 3 0.5 1.5
PROOFER 1 0.5 0.5
OVEN 1 0.5 0.5
EMERGENCY EYE WASH 1 11
HAND SINK 8 1 1 8 1 8 1 8
FLOOR SINK 13 2 2 26
FLOOR SINK 24 2 2 48
111
MOP SINK 1 3 3 3 3 3 3 3
2-COMP PREP SINK (INDIRECT)1 2 --2 2 2 2
HOLD- 420 W 17th
St3/7/2025
(E) TRENCH
WH
1
WH
1
WH
2
EXIST.
(E)S3
(D)HS
(D)S3
(E)HS
DRAIN
2
(E)FS
(E)S3
(D)WC (D)WC
(D)WL(D)WL
(E)FD
(D)FS
(E)FS
(E)FS
(E)FS
(E)FS
(E)FS
(E)FS
(E)MS
(E)FS
(E)FS
EXISTING 50 GAL.
WATER HEATER
1 & 2 - 38,000 BTU/H
ABOVE CEILING
MEAT
RECEIVING
RESTROOMS FREEZER PRODUCE
PREP.
RECEIVING
DOCK
CHANGING
ROOM
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
MEAT
COOLER
DRY
STORAGE
SALES AREA
MEAT
MEAT
PREP/
CUTTING
AREA
SERVICE
PREP
AREA
DAIRY
COOLER
STORAGE
ROOM
BEER
COOLER
BAKERY/ TORTILLERIA CHECK
CASHING
FLORAL ICE LIQUOR
SC
A
L
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SC
A
L
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SC
A
L
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SC
A
L
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D
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1
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23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
PLUMBING DEMO PLAN
1
2
REMOVE EXISTING CLEAN OUT - AND ALL ASSOCIATED PIPING - CAP PIPING
BELOW SLAB - PATCH TO MATCH EXISTING PER CODE AS REQUIRED.
PLUMBING CONTRACTOR SHALL FIELD VERIFY CONDITION OF EXISTING
WATER HEATER INSTALLED AT THE MEZZANINE LEVEL. CONTRACTOR
SHALL COORDINATE WITH THE OWNER IF EXISTING WATER HEATER IS TO
BE RE-USED.
KEYED NOTES
SHEET NOTES
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS
WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH
STRUCTURAL MEMBERS IN THE FLOOR.
1.
DAMAGES TO THE STRUCTURE DURING DEMOLITION OF PLUMBING WORK
SHALL BE RESTORED BACK TO THE SAME CONDITION AS EXISTING.
2.
"VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM
THE ITEM SHOWN ON THE DRAWING (I.E. EQUIPMENT, PIPE, ETC.) EXISTS AT
THE SITE AND IS IN GOOD WORKING CONDITION. SHOULD THE CONTRACTOR
FIND THAT THE EQUIP., PIPE, ETC. IS NOT THE EQUAL TO THAT SHOWN ON
THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY
QUESTION WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING,
THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND TENANT'S
PROJECT MANAGER FOR APPROVAL. CONTRACTOR IS TO NOTIFY TENANT'S
PROJECT MANAGER AND DESIGN ENGINEER IN WRITING OF ALL
REPLACEMENT ITEMS PRIOR TO CONSTRUCTION.
3.
IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE
TO FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL
ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS
WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT
LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER
LINES, ETC.
4.
3 GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITION OF
PLUMBING PIPING AND INSTALLATION WITHIN THIS AREA TO REMAIN,
UNLESS NOTED. SHALL SERVICE TO LIKE NEW CONDITION OR SHALL BE
REPLACED AS NECESSARY.
TAG MAKE & MODEL REMARKS
EXISTING WATER HEATER SCHEDULE
ELECTRICAL
HP V PH HZ
WATER TEMP.
IN (°F)OUT (°F)(LBS.)
SHPPNG WT.GAS (BTUH)
INPUT
RHEEM
WH-1 13050-120 1 60 70XG50T12HN38U138,000 162
BRADFORD WHITE
WH-2 13040-120 1 60 70URG140T6N34,000 130
VERIFY WITH OWNER
IF TO BE RE-USED
VERIFY WITH OWNER
IF TO BE RE-USED
EXIST.
EXIST.
STORAGE
CAP. (GALS.)
HOLD- 420 W 17th
St3/7/2025
CL
CL
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:
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1
,
D
A
1
3
0
,
D
A
2
2
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
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3
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
19
S6
10
HS
10
HB2 32
HS
HS
S3
HB2 32
HB2HS
S3
HB2 32
SOV
(TYP)
S1.1
HS
23
RP
11
WM
S3
HS
(R)S4 (R)S2 32
10
HS
MS
10
WCL
1" CW
DOWN
25
3/4" HWR
3/4" HW
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
3/4" HWR
3/4" HW
26
BFP
2
6
S5
HS
26
1" CW, 1" HW &
3/4" HWR DOWN
BELOW F.F.
1 1/4" CW
20
1 1/2" CW
1 1/2" CW
1-1/4" HWR
BEL SLAB
1" CW, 1" HW &
3/4" HWR DOWN
BELOW SLAB
3/4" CW
UP
21
3/4" CW DN
BELOW F.F.
1-1/2" CW 1-1/2" HW
1-1/4" HWR
3/4" CW
UP
24
3/4" HWR
PROVIDE INSTANTANEOUS
WATER HEATER
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
~
EXISTING DOMESTIC
WATER METER
AT SIDEWALK
FIELD VERIFY EXACT SIZE
EXISTING DOMESTIC
WATER SERVICE LINE
APPROX. 116'
RP
1
1" HW
P.C. SHALL INSTALL NEW
LEAD-FREE TYPE WILKINS
975XL3 RPBFP
1-1/2" HW
1 1/4" CW 1" HWR
1" HW
1-1/4" CW
1-1/2" HW
2" CW
2" CW2" CW
2" PRV
500XL
L
WC
WATER
HAMMER
ARRESTOR
UR
EEW
28
IM1" CW, 1" HW
& 3/4" HWR
S1
EXISTING 50 GAL.
WATER HEATER
1 & 2 - 38,000 BTU/H
ABOVE CEILING
NEW A.O. SMITH BTH-120
WATER HEATERS 3 & 4
60 GAL. CAP.
120,000 BTU/H
(M) BEER
COOLER
(N) CHECKSTAND
(M) PRODUCE
COOLER
(N) CREMERIA
ISLAND
(N) BAKERY &
KITCHEN
FREEZER
PRODUCE
JUICE BAR
CONCOURSE
(N) PAN
DULCE
(N) BAKERY
PRODUCE
PREP
(N) CUSTOMER SERVICE
(N) CHECK
CASHING
(N) BAKERY
& KITCHEN
COOLER
(N)SAFE
ROOM
GENDER
NEUTRAL
(N) HALL/
BACKSTOCK
(N) LA COCINA
(N) BAKERY
PREP
DINING AREA
(E) FREEZER
(N) DAIRY
COOLER
(N) HALL /
BACKSTOCK
(N) MEAT
SERVICE
(E) HALL/
BACKSTOCK
(N) MEAT
COOLER(N) MEAT PREP
SALES AREA
(M) TORTILLERIA PREP
3/4" CW
2" CW
2" CW
17
PRODUCE
MISTING
SYSTEM
1" CW
1
P.O.C.
7
7
7
7
7
7
7
7
7
77
TD 5
3/4" CW
DOWN
W/ SOV
14
2
7
7
2" CW
DOWN
W/ SOV
27
29
29
31
33
34
BEL SLAB 34
SOV
(TYP)
RP
11
WM19
29
HS7
1" HW
HB4 18
1" HW
1-1/4" CW
7
HB4
HB1
FD
TP -
9
1-1/4" CW
2" CW
2" CW
HB5
TRAP
PRIMER
BFP
2 6
2" CW
1" HW
3/4" HWR
HB418
HB418
HB4 18
TD 5
1" CW UP
TO ROOF
HB4 18
3/4" CW UP
TO ROOF
1 1/2" CW
FF
35
CP
1
ET
1
WH
4
WH
3
WH
2
WH
1
( EXISTING )
(M) TORTILLERIA
PREP
HS 7
HS
HS
S1 7
HS7
HS7
5TD
5FS
GENDER
NEUTRALUR
1" HWR3/4" CW, 3/4" HW &
3/4" HWR DOWN
TBV - THERMOSTATIC
BALANCING
VALVE
(TYP.)
TBV - THERMOSTATIC
BALANCING VALVE
(TYP.)
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
P.O.C. CONNECT NEW COLD WATER LINE TO EXISTING WATER LINE IN APPROXIMATE AREA. FIELD VERIFY EXACT
LOCATION AND SIZE.
VERIFY CONDITION OF EXISTING WATER METER. FIELD VERIFY EXACT SIZE AND FOR PROPER FUNCTION.
1
2
PROVIDE NEW WATER HEATER AS SCHEDULED. REFER TO DETAIL ON SHEET P-6.0 FOR MORE INFORMATION.3
COLD WATER CONNECTION TO OWNER PROVIDED WATER FILTER SYSTEM. CONTRACTOR TO VERIFY EXACT
LOCATION IN FIELD. AND TO MAKE FINAL CONNECTIONS.
4
KEYED NOTES
5
1" WATER STUB-OUT FOR FLAKER ICE MACHINE. WATER FILTER BY OWNER. PROVIDE DOUBLE CHECK VALVE /
BACKFLOW PROTECTOR, WILKINS 975XL2 RPBFP.
6
3/4" CW & 3/4" HW CONNECT TO SINK FAUCETS. CONTRACTOR TO INSTALL MIXING VALVE.7
8 3/4" CW & 3/4" HW CONNECT TO MOP SINK. INSTALL SERVICE SINK FAUCET W/ SHORT SPOUT W/ ATMOSPHERIC
VACUUM BREAKER. FISHER FAUCET MODEL #2445.
9
10
11
CONTRACTOR TO INSTALL EXPANSION TANK, REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.
CONTRACTOR TO REFER TO INSTALLATION MANUAL AND FOLLOW LOCAL CODES FOR PROPER MOUNTING.
12
13
14
15
ALL EXISTING PLUMBING FIXTURES WITHIN THE EXISTING RESTROOM TO REMAIN. CONTRACTOR SHALL FIELD
VERIFY EXISTING CONDITION AND DO PROPER MAINTENANCE TO ALL EXISTING FIXTURES.
CONTRACTOR TO PROVIDE ALTERNATE COST TO ADD TRAP PRIMER TO FLOOR DRAINS, SINKS, AND TRENCH DRAINS,
THAT ARE SUBJECT TO INFREQUENT USE. SHALL FOLLOW LOCAL CODES IF TRAP PRIMER SHALL BE INSTALLED
DURING CONSTRUCTION FOR THE FIELD INSPECTOR'S APPROVAL.
16
17
1" HOT AND COLD WATER DROP IN WALL WITH SHUT OFF VALVE & ACCESS PANEL.
3/4" COLD WATER DROP IN WALL WITH SHUT OFF VALVE & ACCESS PANEL.
18
19
20
21
PROVIDE WATER STUB-OUT FOR PROOFER BOX. 1/2" CW W/ SOV AND WATTS 909 RP. 30-60 PSI SHALL BE PROVIDED.
IF THE WATER PRESSUR EXCEEDS 60 PSI, AN APPROVED TYPE AND LINE SIZE PRV SHALL BE PROVIDED.
3/4" C.W. UP FROM BEL. SLAB - CONNECT TO UP TO STEAM TABLE FAUCET WITH S.O.V. AND AN APPROVED TYPE
B.F.P. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXACT PIPE
ROUTING. SHALL INSTALL AN OVER THE RIM FILL PIPE WITH A ONE INCH AIR GAP.
PROVIDE COLD WATER UP AND PROVIDE STUB-OUT FOR BEVERAGE STATION. CONTRACTOR TO INSTALL A WATER
FILTER SYSTEM. SHALL REFER TO MANUFACTURER'S INSTALLATION AND OPERATING MANUAL.
22
3/4" CW W/ SOV AND WATTS 909 RP TO DOUBLE RACK OVEN. PROVIDE FULL LINE SIZE QUICK DISCONNECT COUPLER.23
3/4" CW. UP FROM BEL. SLAB - CONNECT TO ITEM WITH S.O.V. & APPROVED TYPE B.F.P.24
6" TRENCH DRAIN. CONTRACTOR TO INSTALL A TRAP PRIMER AT THE P-TRAP OF TRENCH DRAIN DISCHARGE.
PROVIDE TRAP PRIMER WITH 1/2" COLD WATER. CONTRACTOR TO LOCATE TRAP PRIMER, IN SERVICEABLE LOCATION.
SEE DETAIL 10 / P400
REFER TO SHEET P-3.0 WATER HEATER DETAIL FOR ADDITIONAL INFORMATION.
1/2" ICW & RCW 1/2" ICW TO MIST SYSTEM W/ S.O.V. - EXTEND 1/2" RCW TIGHT TO WALL @ +/-6" A.F.F. TO QUICK
DISCONNECT COUPLERS (3 PLACES)
PROVIDE WATER METER AND BACKFLOW PREVENTER, REDUCED PRESSURE PRINCIPLE BACKFLOW WILKINS 975XL2,
CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXACT LOCATION AND
SHALL REFER TO MANUFACTURER'S INSTALLATION AND OPERATING MANUAL
3/4" CW & HW FOR DUAL TEMP HOSE BIBB, ACORN 8146, WALL MOUNTED, LESS DOOR WITH VACUUM BREAKER AND
VANDAL PROOF SCREWS. SHALL ALSO PROVIDE BACKFLOW RP-3.
CONTRACTOR TO INSTALL CIRCULATING PUMP, REFER TO FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.
CONTRACTOR TO REFER TO INSTALLATION MANUAL AND FOLLOW LOCAL CODES FOR PROPER MOUNTING.
1-1/4" COLD WATER DROP IN WALL WITH SHUT OFF VALVE & ACCESS PANEL - PROVIDE FILL FAUCET WITH VACUUM
BREAKER FOR CORN COOKING TANKS.
25
26
27
1" HOT AND COLD WATER FROM BELOW SLAB, PROVIDE WITH SHUT OFF VALVE & ACCESS PANEL.
2" COLD WATER DROP IN WALL WITH SHUT OFF VALVE & ACCESS PANEL.
28
29 3/4" CW & HW FOR MIXER CONNECTION, CONNECT VIA WATTS (MODEL 009QT) BFP
30 3/4" CW FOR MESA GRINDER, CONNECT VIA WATTS (MODEL 009QT) BFP
31 CONTRACTOR TO CONNECT CW SUPPLY W/ SOV & WATTS 909 RP TO THE ICE MAKER, CAPPUCCINO MACHINE,
COFFEE MAKER, BEVERAGE DISPENSER.
32
PIPE MATERIAL NOTES
COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT FILTERED AND R.O. WATER PIPING. TYPE
”L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE ”K” SOFT COPPER
SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT.
PEX PIPE SHALL BE USED FOR ALL FILTERED AND R.O. WATER LINES, ’’UPONOR” PEX PIPE AND FITTINGS
ASTM F 876/877 AND PEX-A FITTINGS ASTM F1960, MULTI-PORT TEES, MANIFOLDS AND TRANSITION
FITTINGS AS REQUIRED INSTALLATION SHALL BE AS PER MANUFACTURER’S INSTALLATION INSTRUCTIONS.
SHEET NOTES
ALL PLUMBING ROUGH-IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS
SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED
BY THE CONTRACTOR PER NATIONAL AND LOCAL CODES.
1.
THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE
EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT.
5.
UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY
OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING-TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE
STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC.
2.
PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S),
STREAMER(S) AND OTHER EQUIPMENT, AS REQUIRED.
3.
IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL
WATER HEATERS FOR THIS PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE
EQUIPMENT. WATER TEMPERATURE TO DISHWASHER SHALL BE 120°F. COORDINATE EXACT LOCATION OF WATER
HEATER IN FIELD.
4.
ALL PLUMBING INSTALLATION IS NEW UNLESS NOTED AS (E) EXISTING.6.
CONTRACTOR TO PROVIDE SHUT OFF VALVES TO ALL PLUMBING FIXTURES' WATER CONNECTIONS.7.
SHOWN DIMENSIONS FOR ALL FLOOR SINK AND FLOOR DRAIN IS FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD
VERIFY THE EXACT LOCATION. SHALL REFER TO REFRIGERATION SHEET R2.0 FOR OTHER FLOOR SINK AND FLOOR
DRAIN DIMENSIONS / DISTANCE MEASUREMENTS.
8.
CONTRACTOR SHALL INSTALL MIXING VALVES TO ALL LAVATORY AND HAND SINKS.9.
11/8"=1'-0"'
SCALE(N) MEZZANINE PLAN
PLUMBING FLOOR PLAN - DOMESTIC WATER
3/4" COLD WATER DROP IN WALL WITH SHUT OFF VALVE & ACCESS PANEL. STUB-OUT FOR EYE WASH.
33
HOSE REEL - 3/4" CW & HW TO HOSE REEL CONNECTION. KROWNE MODEL 24-503. SHALL BE PROVIDED W/ S.O.V.
PROVIDE AND INSTALL INSTANTANEOUS WATER HEATER, CHRONOMITE SR-20 TYPE. SHALL BE INSTALLED PER
MANUFACTURER'S INSTALLATION AND OPERATING MANUAL.
34 WATER PIPING INSTALLED WITHIN A BUILDING AND IN OR UNDER A CONCRETE FLOOR SLAB RESTING ON THE
GROUND SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
(1)FERROUS PIPING SHALL HAVE A PROTECTIVE COATING OF AN APPROVED TYPE; MACHINE APPLIED AND IN
ACCORDANE WITH RECOGNIZED STANDARDS. FIELD WRAPPING SHALL PROVIDE EQUIVALENT PROTECTION AND
SHALL BE RESTRICTED TO THOSE SHORT SECTIONS AND FITTINGS NECESSARILY STRIPPED FOR THREADING.
ZINC COATING (GALVANIZING) SHALL NOT BE DEEMED ADEQUATE PROTECTION FOR PIPING OF FITTINGS.
APPROVED NONFERROUS PIPING SHALL NOT BE REQUIRED TO BE WRAPPED.
(2)COPPER OR COPPER ALLOY TUBING SHALL BE INSTALLED WITHOUT JOINTS WHERE POSSIBLE. WHERE JOINTS
ARE PERMITTED, THEY SHALL BE BRAZED, AND FITTINGS SHALL BE WROUGHT COPPER.
ADDITIONAL PIPING NOTES:
a. ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED SYNTHETIC LATEX PAINTS.
(CPC 906.1).
b. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEED THOSE SHOWN IN TABLE 313.
2022 CPC SEC. 313.3
10.
35 PROVIDE FILTERED WATER CONNECTION FOR THE STOCK POT FILL FAUCET.
AN EFFORT SHOULD BE MADE TO ENCLOSE ALL PLUMBING, CONDUIT, AND GAS LINES WITHIN WALLS. WHERE THIS IS
NOT POSSIBLE, MULTIPE RUNS OR CLUSTERS OF PIPING SHOULD BE FURRED IN, ENCASED IN APPROVED RUNWAY OR
OTHER APPROVED SEALED ENCLOSURE. ALL CONDUIT, PLUMBING, ETC., NOT CONCEALED WITHIN WALLS, MUST BE
INSTALLED AT LEAST SIX (6) INCHES OFF THE FLOOR AND 1/2" INCH AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT
IS TO BE "SEAL-TIGHT" OR EQUIVALENT. (114257).
11.
SEPARATE WATER HEATER SYSTEM
TO RE-USE THE EXISTING
WATER HEATER INSTALLED
HOLD- 420 W 17th
St3/7/2025
CL
CL
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Models: DA091, DA130,
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2" V. UP
7
2" V.
S3
HS
2" V.
UP
7
FD2
S3
2" V.
UP
7
FS2
(E)S5 HS
4" GW
S=2%
FS
FS2
FS
FS
FS FS
FS
FS
FS
FS FS
FS FS
FS
FS
FS
FS
FS
WC
S6
FS2
HS
FS2 S3
HS
FS2
HS
4" GW
S=2%
4" CO-2
STARTING
I.E. = -1'-0"
HS
4" CWV
S=2%
STARTING
CLEAN-OUT
STARTING
I.E. = -1'-0"
7
FS
FS
2" V. UP
OFFSET
TO 2" VTR
3" CWV
S=2%
2" V. UP
OFFSET
TO 2" VTR
FS2
2" V.
UP
7
4" SS
S=2%
CO-3
4" SS
S=2%
S=
2
%
4" CO
3" V. UP
OFFSET
TO 3" VTR
3"
4" CWV
S=2%
2" V.
CO-2
FD2
2" V.
2" V.
2" V. UP7
4" SS.
S=2%
2" V.
UP
7 2" V.
UP
7
2" V.
UP
7
2" V.
UP
7
2" V.
UP
7 2" V.
UP
7
3" SS
S=2%
15
3"
V
.
3"V.
2" SS
S=2%
2" V.
UP
7
4" GW
S=2%
FD2
3" V. UP
OFFSET
TO 3" VTR
15
3" V. UP
OFFSET
TO 3" VTR
2" VTR
CLEAN-OUT
STARTING
I.E. = -1'-0"
FD2
FD2
3" VTR
2" V. UP
OFFSET
TO 2" VTR
2" VTR
3" VTR.
3" VTR.
TD
2" V. UP
OFFSET
TO 2" VTR
4" CO-2
4" CO
3"V.
4" SSS=2%
3"
3"
S2
FD2
HS 4" CO-1
INV. = -18"
FD2
TD2
FD22" V.
UP
7
FD2
FD2
2" V. UP
7
2" V.
2" V.
HS
FD2
S1.1
FD2 FD2
FD2
FD2
FD2
4" CO
L L
UR WC
CO-3 CO-3
FD
FS2
HS
4" CLEAN-OUT
STARTING
I.E. = -1'-0"
FD2
4" CO-2
4" CO-2
CO-2
FS
4" CO
TD
2" V. UP 7
MS(E)S2
TD
TD
FD2
FD2
4" CO-2
TD
S=
1
%
3"V.
3" V. UP
OFFSET
TO 3" VTR
3" V. UP
OFFSET
TO 3" VTR
TD
4" SS
S=2%
4" CWV
S=1%
4" CO
TD
PROPOSED
1500 GAL. CAP.
GREASE
INTERCEPTOR
2-WAY
CLEAN-OUT 4" CO
4" CO
2" V.
UP
7
FD2
4" CO
4" SS
S=2%
17
FS
FS
FS
FS
FS
FS
FS
FS
3"V.
3" V. UP
OFFSET
TO 3" VTR
FS
4" CWV
S=2%
4" SS
S=1%
(M) BEER
COOLER
(N) CHECKSTAND
(M) PRODUCE
COOLER
(N) CREMERIA
ISLAND
(N) BAKERY &
KITCHEN
FREEZER
PRODUCE
JUICE BAR
(N) PAN
DULCE
(N) BAKERY
PRODUCE PREP
(N) CUSTOMER SERVICE (N) CHECK
CASHING
(N) BAKERY
& KITCHEN
COOLER
(N)SAFE
ROOM
(N) HALL/
BACKSTOCK
(N) LA COCINA
(N) BAKERY
PREP
DINING AREA
(E) FREEZER
(N) DAIRY
COOLER
(N) HALL /
BACKSTOCK
(N) MEAT
SERVICE
(E) HALL/
BACKSTOCK
(N) MEAT
COOLER
(N) MEAT PREP
SALES AREA
(M) TORTILLERIA PREP
1
S5
NEUTRAL
RESTROOM
(M) TORTILLERIA
PREP 2" V. UP
2" V.
UP
1-1/2" V.
2" V.
2" V.
2" V.4" SS
S=1%
2" SS
S=2%
4" CO-1
2" V. UP
2" SS
S=2%4" SS
4" SS
S=2%
CO-3
3" SS
S=2%
4" GW
S=2%
4" GW
S=2%
3" GW
S=2%
3" GW
S=2%
2" GW
S=2%
4" GW
S=2%
4" GW
S=2%
2" V. UP
7
2" V.
2" V.
2" V.
UP
4" GW
S=2%
~
SANITARY SEWER
@2% SLOPE
I.E. = -6.71'
2" V.
2" V.
2" V.
2" V.
4" GW
INLET PIPE
I.E. = -4.53'
4" GW
S=2%
3" GW
S=2%
4" CO-2
INV. = -1.0'
NEUTRAL
RESTROOM
2" V.
UP
3" GW
S=2%
4" CO-1
INV. = -18"
2" V.
2" V. UP
2" V.
2" V.
4" CO
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
4" SS.
S=2%
4" SS.
S=2%
3"W.
2" V. UP
(TYP)
I.E. = -3.39'(@1% SLOPE)
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
3" SS
S=2%
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
4" GW
S=2%
4" CWV
S=2%
4" CWV
S=2%
4" GW
S=2%
4" GW
S=2%
4" CLEAN-OUT
STARTING
I.E. = -1'-0"
4" CLEAN-OUT
STARTING
I.E. = -1'-0"
4" SS.
S=2%
4" SS.
S=2%
4" SS
S=2%
P.O.C. -
I.E.=-4.95'
2" V.2" V.
2" V.
2" V.2" V.
2" V.2" V.2" V.
4" GW
S=2%
2" V.
2" VENT
BEL. GRD.
(TYP.)
4" GW
S=2%
4" GW
S=2%
2" V. UP 7
2" V. UP
(TYP)
4" SS
S=2%
IM
10
10
FS
2" V. UP
7
2" SS
S=2%
18
18
18
18
18
18
18
18
HS
HS
FS
HSFS
FS
S2
FS
FS
FS
HS
3" SS
S=2%
FS
HS
FS2
EEW
FS2
FS2
4" CWV
S=1%
4" GW
S=2%
TD
2" V. UP
OFFSET
TO 2" VTR
7
UR
CO-3
2" V.
FS2
CO-3
3" VTR
FS
FS
FS
4" SS.
S=2%
FS
3" CO
CLEAN-OUT
STARTING
I.E. = -1'-0"
3" V. UP
OFFSET
TO 3" VTR
3" CWV
S=2%
3" CWV
S=2%
FS
FS
2" V. UP
7
2" V. UP
7
2" V.2" V.
4" GW
S=2%
4" GW
S=2%
2" V.
UP
7
7
7
3" GW
S=2%
4" GW
S=2%
2" SS.
S=2%
3" SS
S=2%
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
PLUMBING FLOOR PLAN - WASTE & VENT
1
2
3
4
POC - CONNECT NEW 4" SANITARY LINE TO EXISTING 6" MINIMUM SANITARY LINE IN APPROX.
AREA. CONTRACTOR TO COORDINATE EXACT LOCATION, SIZE, FLOW DIRECTION AND SITE
OBJECTS ( BUILDING STRUCTURE/ COLUMN). CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY ALL EXISTING SEWER PIPE AND PROPOSED INVERT ELEVATION, PRIOR TO START
OF ANY WORK.
5
ALL VENTS THRU ROOF SHALL BE MINIMUM OF THREE FEET VERTICALLY OR TEN FEET
HORIZONTALLY FROM ANY FRESH AIR INTAKES.
KEYED NOTES
6
SHEET NOTES
ALL PLUMBING ROUGH-IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED
EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED
BY THE CONTRACTOR PER NATIONAL AND LOCAL CODES.
1.
THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS
ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER
PLUMBING REQUIREMENTS FOR THIS PROJECT.
8.
UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE
THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING-TYPE
MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE
REGULATORS, SIPHON BREAKERS, ETC.
2.
PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL
INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING
TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, AS REQUIRED.
INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER
SO AS TO MAXIMIZE USABLE STORAGE SPACE.
3.
ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP.4.
FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN
LOCATIONS SHOWN, AND SUPPLIED WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF
REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT.
5.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE
LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS
DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR.
6.
THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE
JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR THESE
DRAINS.
7.
DAMAGES TO THE STRUCTURE DURING DEMOLITION OF PLUMBING WORK SHALL BE RESTORED
BACK TO THE SAME CONDITION AS EXISTING.
9.
CONTRACTOR TO VERIFY EXISTING CONDITION IN FIELD. CONTRACTOR TO VERIFY EXACT
POINT OF CONNECTION.
4" W DN & 2" VENT UP FROM WATER CLOSET.
2" W DN & 1-1/2" VENT UP FROM ALL DIRECT DRAIN SINK FIXTURES.
ALL PLUMBING INSTALLATION IS NEW UNLESS NOTED AS (E) EXISTING.10.
2" W DN & 1-1/2" VENT UP FROM MOP SINK.
7 VENT FROM FS/FD, BELOW FLOOR AND UP THE WALL. CONTRACTOR IS RESPONSIBLE TO
VERIFY BEST ROUTING IN FIELD.
8
9
10
ALL EXISTING PLUMBING FIXTURES WITHIN THE EXISTING RESTROOM TO REMAIN.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITION AND DO PROPER MAINTENANCE TO
ALL EXISTING FIXTURES.
PLUMBING FIXTURE INDIRECTLY DRAINS TO THE ADJACENT FLOOR SINK. SHALL HAVE A
2" MINIMUM AIR GAP.
11 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXACT LOCATION OF
EXISTING SUMP PUMP AT THE LOADING DOCK. SHALL DO PROPER MAINTENANCE AND CHECK
CONDITION OF ALL PIPING, FITTINGS, AND ACCESSORIES.
12 COOKING EQUIPMENT INDIRECTLY DRAINS TO THE ADJACENT FLOOR SINK. SHALL HAVE A 2"
MINIMUM AIR GAP.
13 ISLAND VENT PER CODE - SEE ISLAND VENTING ON DETAIL #12 ON SHEET P-5.1.
14 VENT UP IN FALSE COLUMN AND/OR W/ PIPE COVER.
15 2" V. UP - OFFSET 2" V.T.R. 5/FT. FROM EXTERIOR WALL.
16 1-1/2" V. UP - OFFSET 2" V.T.R. 5/FT. FROM EXTERIOR WALL.
17 PROPOSED 1500 GALLON CAPACITY GREASE INTERCEPTOR, JENSEN PRECAST. CONTRACTOR
SHALL REFER TO LOCAL CODE AND MANUFACTURER'S INSTALLATION AND OPERATING
MANUAL, PRIOR TO START OF ANY WORK.
"VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM THE ITEM SHOWN ON
THE DRAWING (I.E. EQUIPMENT, PIPE, ETC.) EXISTS AT THE SITE AND IS IN GOOD WORKING
CONDITION. SHOULD THE CONTRACTOR FIND THAT THE EQUIP., PIPE, ETC. IS NOT THE EQUAL TO
THAT SHOWN ON THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY
QUESTION WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING, THE CONTRACTOR IS
TO CONTACT THE DESIGN ENGINEER AND TENANT'S PROJECT MANAGER FOR APPROVAL.
CONTRACTOR IS TO NOTIFY TENANT'S PROJECT MANAGER AND DESIGN ENGINEER IN WRITING
OF ALL REPLACEMENT ITEMS PRIOR TO CONSTRUCTION.
11.
IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE
HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB
CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL
VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER
LINES, ETC.
12.
3-COMPARTMENT SINK - P.C. TO EXTEND INDIRECT WASTE LINE FROM (3)
SINKS WITH LEVER DRAINS TO FLOOR SINK. DRAIN SHALL HAVE A MINIMUM
2" AIR GAP. REFER TO DETAIL 3 ON SHEET P-401 FOR ADDITIONAL INFORMATION.
MEZZANINE - WASTE & VENT
ADDITIONAL PIPING NOTES:
a. ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED
SYNTHETIC LATEX PAINTS. (CPC 906.1).
b. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEED THOSE SHOWN IN
TABLE 313. 2022 CPC SEC. 313.3
13.PREP SINK (INDIRECT)
HAND SINK
TRENCH DRAINS
FLOOR DRAIN
DFU INTERCEPTOR VOLUME
90 1250 GALLONS
Where the flow rate of directly connected fixture(s) or appliance(s) have no assigned
DFU values, the additional grease interceptor volume shall be based on the known
flow rate (gpm) (LIs) multiplied by 30 minutes
TYPE
12
18
125 DFU
UNIT TOTALFU
1
2
QTY
12
20
36
40
--6
(LENGTH)X (WIDTH) X (DEPTH) =
-4 -
172 1500 GALLONS 125 DFU
3-COMP SINK (INDIRECT)
PLUMBING CODE 2019
TABLE 1014.3.6
JENSEN PRECAST JP1500G WITH SAMPLE BOX
GREASE INTERCEPTOR CALCULATION
216 2000 GALLONS
FLOOR SINK 226 52
128" x 67" x 60" = 514,560 SQ. IN.
514,560 SQ. IN./ 231 = 2,227.5 GAL.
2,227.5 x .75 FILL FACTOR = 1670.6 GAL.
*
18 FLOOR SINK - SHALL RECEIVE INDIRECT DISCHARGE FROM THE REFRIGERATION UNIT.
FINISHED FLOOR SHALL BE SLIGHTLY ELEVATED AND TRIP HAZARD FREE. SHALL BE
CONNECTED TO THE SANITARY SEWER.
AN EFFORT SHOULD BE MADE TO ENCLOSE ALL PLUMBING, CONDUIT, AND GAS LINES WITHIN
WALLS. WHERE THIS IS NOT POSSIBLE, MULTIPE RUNS OR CLUSTERS OF PIPING SHOULD BE
FURRED IN, ENCASED IN APPROVED RUNWAY OR OTHER APPROVED SEALED ENCLOSURE. ALL
CONDUIT, PLUMBING, ETC., NOT CONCEALED WITHIN WALLS, MUST BE INSTALLED AT LEAST SIX
(6) INCHES OFF THE FLOOR AND 1/2" INCH AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT IS
TO BE "SEAL-TIGHT" OR EQUIVALENT. (114257).
14.
MOP SINK 331
HOLD- 420 W 17th
St3/7/2025
CL
CL
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
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SoloChill Micro Distributed
Models: DA091, DA130,
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SoloChill Micro Distributed
Models: DA091, DA130,
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
6
2
5
GAS GAS
2" GAS
657 CFH
1-1/2" GAS
407 CFH
1-1/4" GAS
327 CFH
9
1-1/2" GAS
1000 CFH
12
3
GAS
10
FS2
FS
FS
FS FS
FS
FS
FS
FS
FS
FS
FS
16
16
16
16
FS16
FS16GA
S
GA
S
FS
FS16
EXISTING GAS SERVICE
BY GAS CO.
REPLACE EXISTING GAS METER W/ NEW
GAS METER W/ LABELED S.O.V. @ +18"
A.F.G.; GAS CO. TO INSTALL GAS METER
REGULATOR TO DELIVER GAS PRESSURE
OF 2 PSI AND GAS SERVICE TO METER -
GENERAL CONTRACTOR TO PAY FOR
INSTALLATION AND/OR ANY AND ALL
RELATED TRENCHING AND FINISH GRADE
REPAIR (ASPHALT-ETC.) INSTALL FULL
LINE SIZE (KOSO) EARTHQUAKE SHUT-
OFF VALVE (MODEL 314)
2-1/2" E.Q.S.O.V. -
PACIFIC SEISMIC
PRODUCTS
MODEL #314
2-1/2" RISE UP EXTERIOR
BLDG. WALL W/ UNI-STRUT
EVERY 10/FT O.C.
- CONTINUE ON ROOF.
15 15
15
15 15
15
FS16
FS 16
FS16
FS16
16
FS16
FS 16
FS16
FS16
GAS GAS
GA
S
(M) BEER
COOLER
(N) CHECKSTAND
(M) PRODUCE
COOLER
(N) CREMERIA
ISLAND
(N) BAKERY & KITCHEN
FREEZER
PRODUCE
JUICE BAR
CONCOURSE
(N) PAN
DULCE
(N) BAKERY
PRODUCE
PREP
(N) CUSTOMER SERVICE
(M) TORTILLERIA PREP
(N) CHECK
CASHING
(N) BAKERY
& KITCHEN
COOLER
(N)SAFE
ROOM
(N) MEN
RESTROOM
(N) WOMEN
RESTROOM
(N) HALL/
BACKSTOCK
(N) LA COCINA
(N) BAKERY
PREP
DINING AREA
(E) FREEZER
(N) DAIRY
COOLER
(N) HALL /
BACKSTOCK
(N) MEAT
SERVICE
(E) HALL/
BACKSTOCK
(N) MEAT
COOLER
(N) MEAT PREP
SALES AREA
(M) TORTILLERIA SERVICE
EXISTING 50 GAL.
WATER HEATER
1 & 2 - 38,000 BTU/H
ABOVE CEILING
1-1/4" GAS
250 CFH
GA
S
GA
S
1" GAS
335 CFH
2" GAS
1335 CFH
GA
S
GA
S
GA
S
GA
S
GA
S
2" GAS
793 CFH
3/4" GAS
60 CFH
1" GAS
76 CFH
2" GAS
733 CFH
7
1" GAS
112 CFH
12
NEW A.O. SMITH BTH-120
WATER HEATERS 3 & 4
60 GAL. CAP.
120,000 BTU/H
FS16
FS16 FS16FS16
1" CD
15
1" CD
15
1" CD
15
1" CD
15
1" CD
15
1" CD
15
1" CD
151" CD
15
1" CD
15
1" CD
15
1" CD
15
1" CD
15
S=1%
S=1%S=1%
S=1%
S=
1
%
S=
1
%
S=
1
%
S=1%
GAS GAS GAS GAS GAS
8
FS
FS
FS
FS
FS16
16
16
16
16
16
FS16
2" GAS
1335 CFH
1" GAS
160 CFH
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
P.O.C. CONNECT NEW GAS LINE TO GAS METER AND REGULATOR. REFER TO ARCH.
DRAWING FOR THE APPROXIMATE LOCATION, OUTSIDE THE BUILDING.
1" G. DN. WITH GC. CONNECT TO CHARBROILER, 80 CFH.
KEYED NOTES
3/4" G. DN. WITH GC. CONNECT TO DOUBLE FRYER, 90 CFH.
1" G. DN. WITH GC. CONNECT TO GRIDDLE, 90 CFH.
1-1/4" G. DN. WITH GC. CONNECT TO 6 BURNER RANGE, 215 CFH.
3/4" G. DN. WITH GC. CONNECT TO STOCK POT BURNER, 160 CFH.
SHEET NOTES
ALL PLUMBING ROUGH-IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND
RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS
TO BE PERFORMED BY THE CONTRACTOR PER CALIFORNIA AND LOCAL CODES.
1.
THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE
PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR
ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT.
4.
PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL GAS SUT-OFF VALVES FOR EACH
PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S).
2.
IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND
INSTALL ALL WATER HEATERS FOR THIS PROJECT AND TO ENSURE ADEQUATE WATER
SUPPLY FOR THE FOOD SERVICE EQUIPMENT. COORDINATE EXACT LOCATION OF
WATER HEATER IN FIELD.
3.
PLUMBING CONTRACTOR SHALL PROVIDE FULL LINE SIZE DISCONNECT COUPLER.5.
INSTALL NEUTRALIZER KIT ON THE 3/4" CONDENSATE DISCHARGE PRIOR TO MOP SINK.
CONTRACTOR TO ROUTE 3/4" CONDENSATE LINE AND T&P VALVE FROM WATER
HEATER TO MOP SINK UNDERNEATH. CONTRACTOR TO FOLLOW LOCAL CODES.
1-1/4" G. DN. WITH GC. CONNECT TO TORTILLA/TOSTADA FRYER, 335 CFH.
1-1/4" G. DN. WITH GC. CONNECT TO TORTILLA OVEN, 1000 CFH.
REFRIGERATION /PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL
CONDENSATE DRAINS FROM THE COOLER AND FREEZER EQUIPMENT. DRAIN LINES
WILL NOT BE ACCEPTED TO CROSS OVER FRY STORAGE RACKS / EQUIPMENT. A
MINIMUM 1/2" CLEARANCE BETWEEN THE DRAINING LINE AND THE WALLS WITHIN THE
REFRIGERATION UNIT SHALL BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE
FOR INSTALLING HEAT TRACE, AS NEEDED. SEE REFRIGERATION DRAWING, SHEET
R2.0, FOR CONDENSATE PIPING.
3/4" G. DN. WITH GC. CONNECT TO ROTISSERIE, 112 CFH.
PLUMBING CONTRACTOR TO INSTALL CONDENSATE DRAIN PIPING FROM MECHANICAL
UNIT(S) ON ROOF. PIPE DOWN THE WALL AND DISCHARGE TO LAVATORY / HAND SINK
TAIL PIECE, AS SHOWN. REFER TO DETAIL #8 ON SHEET P-400.
CONTRACTOR / OWNER'S REPRESENTATIVE SHALL COORDINATE AND REQUEST FOR A
NEW GAS METER WHICH CAN HANDLE THE NEW TOTAL GAS DEMAND OF 3,499 CFH.
SHALL COORDINATE WITH THE LOCAL GAS COMPANY THE MINIMUM INITIAL SUPPLY
PRESSURE OF 8.0 IN. W.C.
CONTRACTOR SHALL PROVIDE G.C. AND FLEX CONNECTION TO EACH GAS FIXTURES.
PLUMBING CONTRACTOR TO INSTALL CONDENSATE DRAIN PIPING FROM FAN COIL
UNIT. PROVIDE P-TRAP. REFER TO DETAIL #7 ON SHEET P-400.
PLUMBING CONTRACTOR TO PROVIDE 12" X 12" FLOOR SINK(S) SET FLUSH WITH
FINISHED FLOOR 1/2 EXPOSED (FOR EASY CLEANING) WITH 1/2 GRATE COVERS WITHIN
A 24" X 24" BLOCK OUT. ALL TO COMPLY WITH LOCAL CODE. SHALL REFER TO THE
MANUFACTURER AND OPERATING MANUAL OF THE REFRIGERATION UNITS, PRIOR TO
MAKING FINAL CONNECTIONS. REFER TO REFRIGERATION, SHEET R2 FOR EXACT
LOCATION.
PLUMBING CONTRACTOR TO INSTALL CONDENSATE DRAIN PIPING FROM MECHANICAL
UNIT(S) ON ROOF. PIPE DOWN THE WALL AND DISCHARGE TO FLOOR SINK, AS SHOWN.
3/4" G. DN. WITH GC. CONNECT TO 24" GRIDDLE, 128 CFH.
PROVIDE LINE SIZE (AUTO) SOLENOID VALVE - INSTALL ABOVE CEILING.
CONTINUE PRIMARY DRAIN ABV. CLG. - DN. IN WALL - INDIRECTLY DISCHARGE TO THE
FLOOR SINK W/ 1" AIR GAP - EXTEND SECONDARY DRAIN 1" BEL. FINISH CLG. &
TERMINATE - VERIFY EXACT UNIT LOCATION AND DETAILS W/ HVAC DWG'S PRIOR TO
START OF ANY WORK.
COND. DRAIN UP THRU ROOF W/ FLASHING - CONNECT TO HVAC EQUIPMENT ON ROOF
W/ 3" DEEP WET VENTED TRAP - EXTEND DRAIN AND PIPING BEL. ROOF @1% - DN. IN
WALL - INDIRECTLY DISCHARGE TO AN APPROVE RECEPTOR W/ 1" AIR GAP - VERIFY
EXACT UNIT LOCATION & DETAILS W/ HVAC DWG'S PRIOR TO START OF WORK.
CONTINUE PRIMARY DRAIN ABV. CLG. - DN. IN WALL - INDIRECTLY DISCHARGE TO MOP
SINK W/ 1" AIR GAP - EXTEND SECONDARY DRAIN 1" BEL. FINISH CLG. & TERMINATE -
VERIFY EXACT UNIT LOCATION AND DETAILS W/ HVAC DWG'S PRIOR TO START OF ANY
WORK.
19
18
17
21
13
20
16
15
9
14
10
8
7
6
5
4
3
2
1
11
12
22
23
24
LENGTH
(FEET)PIPE SIZE 1/2"3/4"1"1-1/4"1-1/2"2"2-1/2"
CAPACITY
(CFH)50 72 151 284 583 873 1680 2680
TABLE 1215.2(1) - SCHED 40 METALLIC PIPE
150 40 83 157 322 482 928 1480
10 172 360 678 1390 2090 4020 6400
SIZING BASED ON 2022 CPC TABLE 1215.2(1) LESS
THAN 2 PSI INLET PRESSURE
90 52 110 207 424 635 1220 1950
70 60 126 237 486 728 1400 2230
20 118 247 466 957 1430 2760 4400
GAS EQUIPMENT SCHEDULE
Department
Name Family QT
YManufacturerModel
KITCHEN
Specialty Cooking Stock Pots 1KINTERAKSP2/919590
36" 6 Burner RANGES 1WOLFC36S-6BN
Fryer 1VULCANLG300
TORTILLERIA
Tortilla Oven 1CASA HERRERA FO 120 / 32
BTU
TOTAL
215
160
90
1000
TOTAL 2,858=TOTAL DEVELOPED LENGTH = 200 FEET SCHEDULE 40
STEEL PIPE 2022 CPC TABLE 1215.2(1) & 1215.2(2)
WATER HEATER
A.O. SMITH BTH-150 2 300
ROOF TOP UNITS
2
2
RTU - 1, 2
RTU - 3, 4
Roof Unit
Roof Unit 196
BTU
INPUT
215
160
90
1000
150
117
98
234
Countertop CHARBROILER 1CPG351CRCPG36NL 8080
Tortilla Chip and Tostada Fryer 1Superior Food Machinery CF100 335335
LENGTH
(FEET)PIPE SIZE 3/4"1"1-1/4"1-1/2"2"2-1/2"
CAPACITY
(CFH)353 726 1090 2090 3340188200
GAS PIPE CHART SIZING BASED ON
2022 CPC TABLE 1215.2(2)
3"
5900
8.0 IN. W.C. INLET PRESSUREPIPE MATERIAL:
SCHEDULE 40 METALLIC
PLUMBING FLOOR PLAN - GAS & CONDENSATE
EXISTING WATER HEATER - Rheem XG50T12HN38U1 2 7638
175 37 77 144 296 443 854 1360
200 34 71 134 275 412 794 1270
Pizza Oven 1LINCOLN2424G-0002 6060
Rotisserie 1DOREGRILLMAG 40/8 GAS 112112
3/4" G. DN. WITH GC. CONNECT TO PIZZA OVEN, 60 CFH.
PROVIDE NEW WATER HEATER, ON PLATFORM, AS SCHEDULED. REFER TO DETAIL #2
ON SHEET P4.0 FOR MORE INFORMATION.
25
HOLD- 420 W 17th
St3/7/2025
RTU
1
RTU
2
RTU
3
RTU
4
2-1/2" GAS RISE UP EXTERIOR
BLDG. WALL W/ UNI-STRUT
EVERY 10/FT O.C.
- CONTINUE ON ROOF.
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GA
S
GAS
1" GAS
98 CFH
1" GAS
8 in. w.c.
117 CFH
1-1/2" GAS
8 in. w.c.
1452 CFH
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GASGASGAS
GA
S
GASGASGASGAS
GASGASGASGAS
2" GAS
low pressure
1335 CFH
2" GAS DOWN
low pressure
793 CFH
1"GPRV
1
TDL=30'
1" GAS
8 in. w.c.
117 CFH
2" GAS
8 in. w.c.
1569 CFH
1"GPRV
1
TDL=70'
2-1/2" GAS
8 in. w.c.
2362 CFH
2-1/2" GAS
8 in. w.c.
2460 CFH
1" GAS DOWN
8 in. w.c.
300 CFH
GA
S
GA
S
GA
S
1" GAS
8 in. w.c.
300 CFH
1-1/4" GAS
8 in. w.c.
398 CFH
3/4" GAS
8 in. w.c.
98 CFH
2-1/2" GAS
8 in. w.c.
2858 CFH
RR
3/4" COLD WATER STUB AND
HOSE BIBB FURNISHED AND
INSTALLED BY P.C.. VERIFY
EXACT LOCATION IN THE FIELD
DRAIN AND OVERFLOW
BY PLBG CONTRACTOR
PLUMBING CONTRACTOR TO
PIPE OVERFLOW, DUMP DRAIN
AND MAKE-UP TO GAS COOLER
REFRIGERATION GAS COOLER
SEE REFRIGERATION DWG
SHEET R8.0 FOR ADDT'L INFO.
6 5
PLUMBING CONTRACTOR TO PIPE
3/4" WATER CONN. TO 3/4" FPT
MAKE-UP TO GAS COOLER
REFER TO SHEET R8.0
FOR ADDITIONAL INFORMATION
7
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
PLUMBING ROOF PLAN
SHEET NOTES:
REFER TO PLUMBING LEAD SHEETS FOR LEGENDS, ABBREVIATIONS AND GENERAL NOTES.
PLUMBING VENT THRU ROOF OUTLETS SHALL TERMINATE NO LESS THAN 3 FEET FROM
PROPERTY LINE, 3 FEET FROM OPENINGS INTO BUILDING, AND 10 FEET FROM A FORCED
AIR INLET.
CONTRACTOR SHALL VISIT THE SITE, VERIFY SITE CONDITIONS, IDENTIFY ALL OBSTRUCTIONS,
EXACT ROUTING OF DUCTWORK SHALL BE CONTRACTORS RESPONSIBILITY. PROVIDE
REQUIRED TRANSITIONS DUCT FITTINGS ETC. TO AVOID ANY OBSTRUCTIONS.
KEYED NOTES:
1
2
3
4
PACKAGE GAS/ELECTRIC AC UNIT WITH ROOF CURB.
ROOF MOUNTED MAKE-UP AIR FAN.
ROOF MOUNTED EXHAUST FAN.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE
LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE ROOF PENETRATIONS
DO NOT CONFLICT WITH ANY STRUCTURAL MEMBERS.
THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL THE EXISTING ROOF
DRAINS ON THE JOB SITE SO AS TO ENSURE PROPER ROOF STORM WATER DRAINAGE.
1" COND. DRAIN DN THRU ROOF W/ FLASHING - CONNECT TO HVAC EQUIPMENT ON ROOF
W/ 3" DEEP WET VENTED TRAP - EXTEND DRAIN PIPING BEL. ROOF @ 1% - DN. IN WALL -
SPILL INTO FLOOR SINK W/ 1" AIR GAP - EXTEND SECONDARY DRAIN 1" BEL. FINISH CLG. &
TERMINATE - VERIFY EXACT UNIT LOCATION AND DETAILS W/ HVAC DWG'S PRIOR TO
START OF ANY WORK. SEE SHEET P-4.0 FOR CONTINUATION.
GPRV #MAKE
GPRV #1 - 1"PIETRO
FIORENTINI
MODEL ORIFICE SIZE
30052OPD
FULL PORTED REGULATOR
(NO ORIFICES)
VENTLESS REGULATOR
SPRING PART
NUMBER
COLOR
BLACK 2 PSI
INLET
PRESSURE
PRESSURE
REGULATOR
SETTING
6.0" w.c.-
14.0" w.c.
GPRV SCHEDULE
STEP-DOWN MANIFOLD TO HAVE THE FOLLOWING:
1) MUST HAVE TWO FEET CLEARANCE FRONT AND SIDES
2) MUST BE INSTALLED IN A READILY ACCESSIBLE LOCATION.
3) MUST BE REACHED SAFELY NO MORE THAN APPROXIMATELY 48 INCHES
OFF THE WORKING SURFACE. ATTIC INSTALLATIONS ARE UNACCEPTABLE.
REQUIREMENTS FOR NEW STEP-DOWN MANIFOLDS FOR
NON-RESIDENTIAL 2 PSIG, 5 PSIG AND ABOVE SYSTEMS
TEE
BALL VALVE
TEE
UNION
UNION
TEE
BALL VALVE
PLUG
1
2" BALL
VALVE
REDUCER
PLUG
PLUG
1
2" BALL
VALVE
1
2" BALL
VALVE
REDUCER
REDUCER
REDUCER
1
2" BALL
VALVE
PIETRO FIORENTINI
GOVERNOR OVER
PRESSURE DEVICE
(OPD) SEE GPRV
SCHEDULE FOR SIZE
& SEE GAS PLAN
FOR LOCATION
NOT TO
EXCEED 48"
NATUR
A
L
GAS F
L
O
W
NATUR
A
L
GAS F
L
O
W
DETAIL #1 - N.T.S.
STEP-DOWN GAS REGULATOR DETAIL
3.
1.
2.
4.
5.
ADDITIONAL PIPING NOTES:6.
a. ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY WATER-BASED
SYNTHETIC LATEX PAINTS. (CPC 906.1).
CONTRACTOR SHALL REFER TO REFRIGERATION DRAWINGS, PRIOR TO START OF ANY
WORK ON THE REFRIGERATION EQUIPMENT. SHALL ALSO REFER TO INSTALLATION AND
OPERATING MANUAL OF THE EQUIPMENT TO ENSURE PROPER PERFORMANCE.
CONTRACTOR SHALL PROVIDE AN APPROVED TYPE 3/4" LINE SIZE CHECK VALVE OR
BACKFLOW PROTECTION. SHALL FIELD VERIFY EXACT LOCATION.
5
6
ROOF RECEPTOR - ROUTE PIPING DOWN TO FLOOR BELOW AND CONTINUE TO SANITARY
SEWER LINE ON THE GROUND FLOOR LEVEL.
7
LENGTH
(FEET)PIPE SIZE 3/4"1"1-1/4"1-1/2"2"2-1/2"
CAPACITY
(CFH)353 726 1090 2090 3340188200
GAS PIPE CHART SIZING BASED ON
2022 CPC TABLE 1215.2(2)
3"
5900
8.0 IN. W.C. INLET PRESSUREPIPE MATERIAL:
SCHEDULE 40 METALLIC
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
WARNING: THIS DRAWING SHOWS SUGGESTED
PIPING CONFIGURATION AND OTHER DEVICES;
CHECK WITH LOCAL CODES AND ORDINANCES
FOR ADDITIONAL REQUIREMENTS.
ANY MATERIAL, COMPONENT OR VENDOR CHANGE
MUST HAVE PRIOR APPROVAL BY THE APPLICABLE
PRODUCT ENGINEERING DEPARTMENT.
TEMPERATURE &
PRESSURE RELIEF VALVE
PRESSURE RELIEF VALVE
LEGEND
TEMPERATURE CONTROL
PROBE
DRAIN
FULL PORT BALL VALVE
CHECK VALVE
TEMPERATURE GAGE
WATER FLOW SWITCH
PIPE T&P TO
OPEN DRAIN
FINISHED
FLOOR
1. Preferred piping method.
2. The temperature and pressure relief valve setting shall not exceed
pressure rating of any component in the system.
3. Service valves are shown for servicing unit. However, local codes
shall govern their usage.
2"/W x 18/GA.
GALV. SHEET
METAL STRAP
TERMINATE NOT LESS THAN 10/FT. FROM,
OR NOT LESS THAN 3/FT. ABOVE, AN
OPENABLE WINDOW, DOOR, OPENING,
AIR INTAKE OR VENT SHAFT, OR NOT
LESS THAN 3/FT. IN EVERY DIRECTION
FROM LOT LINE, ALLEY AND STREET
EXCEPTED
12" MIN.
ROOF BOOT/FLASHING
(FIELD SUPPLIED)
ROOF
IN HORIZONTAL POSITION.
MOUNT ALL CHECK VALVES
NOTE:
NOTE:
WATER HEATER STORED ON
S/S PLATFORM OR CONCRETE
CURB.
NOTE:
WATER HEATER PROVIDED BY
THE PLUMBING CONTRACTOR.
SUPPORT (FIELD
SUPPLIED)
NOTE:
WATER HEATER INSTALLATION AND
START UP IS BY THE PLUMBING
CONTRACTOR.
ALL JOINTS SHALL BE
SEALED WITH PVC
CEMENT (TYPICAL)
BALL VALVE
(S.O.V.)
UNION
(TYP.)
4" VENT
4" COMBUSTION AIR
2"HW 140°2"HW 140°
CIRCUIT
SETTER FOR
BALANCING.
2" CW
1 1/4"HWR
NOTE:
REFER TO PLANS FOR
WATER PIPING SIZES.
VACUUM RELIEF
VALVE WATTS N36
ET-1
EXPANSION
TANK AMTROL
ST-35-CL
PLATFORM
NOTE:
2" CW INLET
AIR VENT & AIR SCOOP 3/4"
HOSE BIBB BETWEEN THE
RECIRC. PUMP AND BALL
VALVE (S.O.V.)
WH
3
1
A.O. SMITH BTH-150 MXI
150,000 BTU/HR INPUT
- 100 GALLON
PROVIDED BY G.C.
MECHANICAL CONTRACTOR TO PROVIDE
TIMER, WIRING, CONDUIT, SWITCH, AND
INSTALLATION. COORDINATE ELECTRICAL
POWER TO COMPONENTS WITH DIVISION 26.
NOTE:
WATER HEATERS OR HEAT RECLAIM TANKS SHALL BE PLUMBED IN
ACCORDANCE WITH THE MANUFACTURE'S SECIFICATIONS (WITH
THE EXCEPTION OF ANY AND ALL STATE, COUNTY OR CITY
ORDENANCES. ) THE COLD WATER PIPING AND RECIRCULATION
LOOP PIPING SHALL NOT BE CONNECTED TO THE HOT WATER
HEATERS OR HEAT RECLAIM TANKS DRAIN PORT
THERMOMETER WITH SHUT-OFF
VALVE (TYP.) PALMER#35AL
BALL VALVE
(S.O.V.)
CHECK VALVE
WATTS LF600
(CP-1) G.C. SHALL INSTALL VERTICAL TYPE
RECIRCULATION PUMP ONLY - PROVIDE
POWER AS REQUIRED
AQUASTAT
2"HW 140°
1 1/4"HWR
2"CW
HOT WATER SUPPLY -
SEE P-3.1 FOR CONT.
COLD WATER SUPPLY -
SEE P-3.1 FOR CONT.
1 1/4"(140°)
HWR
STUD
WALL
3/8"Ø
AUTOMATIC AIR
RELEASE VALVE
WATTS N36
3"
2"
C
W
I
N
L
E
T
2"
H
W
1
4
0
°
2"
C
W
4'
M
A
X
.
12
"
M
I
N
.
WH
4
PIPE T&P TO
OPEN DRAIN
FLOOR SINK
ALL HOT & COLD WATER SUPPLY AND RETURN PIPING TO
BE INSULATED WITH INNOFOAM POLYOLEFIN INSULATION.
SIZES: 1/2" TO 1" PIPE = 1" THICK 1 1/4" TO 6" PIPE = 1 1/2"
THICK K = 0.27 BTUH IN./SQ.FT. OR LESS
NOTE:
WH
3
WH
4
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
120 V. 1Ø 60HZ
7 DAY TIME SWITCH PARAGON
4 PST SWITCH & TIME CONTROL
MODEL #7007-00
E
PUMP START/STOP AQUASTAT
SETTINGS (DEGREE F):
PUMP# START STOP
CP-1 110 120
PUMP CONTROL MODULE WITH DRY
CONTACT THAT NEEDS TO SEE CLOSURE
FOR PUMP TO START.
CP-1
120v. 1Ø 60HZ
FLOOR SLAB
NOTE
OF TRAP PRIMER VALVE.
IN PLUMBING WALL FOR SERVICING
PROVIDE 12x12 ACCESS PANEL
COLD WATER MAIN
1/2"
SUPPLY TO
FREQUENTLY
USED FIXTURE
CONNECT TO FLOOR DRAIN
PROVIDED WITH 1/2" PRIMER TAP
1/2" SOFT COPPER
UNION
TRAP PRIMER VALVE
(IN WALL BEHIND
ACCESS PANEL)
TP-1
FS / FD
9
P-6.1
FURNISHED AND INSTALLED BY PLUMBER WIRED
BY ELECTRICAL CONTRACTOR.
FURNISHED AND INTALLED
BY ELECTRICAL CONTRACTOR.
ALL WIRING BY ELECTRICAL CONTRACTOR.
LOCKING NUT
PIPE
CLEVIS HANGER
SUPPORT NUT
HEAVY DUTY
HANGER ROD
PIPE
INSULATION
8" LONG MINIMUM
SHEET STEEL SADDLE
16 GA. ZINC COATED
HEAVY DUTY
CLEVIS HANGER
VAPOR BARRIER
HANGER ROD
LOCKING NUT
SUPPORT NUT
+24" A.F.F.
ESCUTCHEON
BALL
VALVE
PLATED
CHROME
WATER SUPPLY
LINE
SILICONE CAULK
AROUND WALL
PENETRATION
EARED 90 %%
1X BLOCKING
5/8" GYP. BD.
STUD WALL
EQUIPMENT BY
OWNER (VERIFY
EXACT LOCATION)
SIZE OF FLARE
OR THREADED
CONNECTION
FLEX CONN. BY
P.C. UNLESS
NOTED OTHERWISE VARIES
PIPE
SLAB
PIPE RISER CLAMP
TYPE GR SPONGE
SIDE VIEW SECTION
ISOLATION MATERIAL
RESILIENT
CHROME OR PLASTIC ESCUTCHEON (AT
TOILET & LAV'S USE TYPE "IGR" ISOLATED
ESCUTCHEON)
PARTITION PENETRATION
ISOLATING PIPE CLAMP
DRYWALL
STUD
ISOLATING PIPE CLAMP
ATTACHMENT TO STUDS
ACOUSTICAL
SEALANT
MATERIAL
TOP VIEW
ACOUSTO-CLAMP HIGH EAR
FRONT VIEW SIDE VIEW
ACOUSTO-CLAMP
FRONT VIEW
TYPE AC ISOLATOR
CLEVIS HANGER SINGLE HORIZONTAL
RUNS NO VAPOR BARRIER INSULATION
CLEVIS HANGER SINGLE HORIZONTAL
RUNS WITH VAPOR BARRIER INSULATION
(Tons)DRAIN SIZE
Up to 20
21-40
41-90 1 1/4"
3/4"
1"
TABLE 8-2 (CPC 2007)
EQUIPMENT
CAPACITY MIN. PIPE
91-125
126-250 2"
MIN.
3"
6"
DIELECTRIC UNION
A/C UNIT
NOTE:
TRAP
1 1/2"
OVERFLOW DRAIN PAN BY
MECHANICAL
SUB-CONTRACTOR
ALL INTERIOR CONDENSATE DRAIN PIPING
SHALL BE INSULATED.
TYPE 'DWV' COPPER TUBING WITH
WROUGHT COPPER FITTING
SLOPE TO
APPROVED
RECEPTOR
DRAIN LINE SHALL BE AT
LEAST THE SAME SIZE AS THE
NIPPLE ON THE UNIT.
INSIDE OUTSIDE
2432-03 RISER-3"
2432-06 RISER-6"
2432-12 RISER-12"
AS REQUIRED
SAMPLE BOX WEIGHT: 1,250 LBS.
BOX DESIGN LOAD: H-20 TRAFFIC
SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC
CONDITION.
FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST.
VARIABLE
ELEVATION
SECTION
PLAN VIEW
COVERS AND RISERS
REMOVED PIPE CONNECTOR
(Z-LOK)
DETAIL
PIPE CONNECTOR CAST INTEGRALLY IN WALL.
PIPE O.D. (INCHES)
4.25" MINIMUM TO 6.25" MAXIMUM
SEE Z-LOK PIPE CONNECTOR PAGE FOR
ADDITIONAL INFORMATION
CONNECTOR SHOWN
WITH PIPE INSTALLED
32"
DIA.
17"
32"
VARIABLE
VARIABLE
36-1/2"
MINIMUM
SEE CONNECTOR
DETAIL
COMPACTED FILL OR
UNDISTURBED EARTH
12"
MODEL 2432Z-1
24" DIA. SAMPLE BOX
WITH PIPE CONNECTORS
STRAIGHT THROUGH
MAIN IW WASTE
SIDE ENTRANCE TO MAIN
SEWER ONLY
2 PIPE Ø'S MIN. LENGTH
SIZE PER DRAWINGS
DEEP SEAL P-TRAP
SS TAILPIECE
SIZE PER
DRAWINGS
MOTOR RATED
MAINTENANCE
TOGGLE SWITCH.
2"
WASTE LEG
WASTE
SLOPE
SINK
HALF WALL
FLOOR
CEILING
NOTE:
1. INCREASE TO 2" IF LENGTH EXCEEDS 20-FEET HORIZONTAL OR 60-FEET TOTAL DEVELOPED LENGTH PRIOR TO TIE-IN.
2. WHERE BACK-SPLASH COUNTER SPACE IS AVAILABLE, THE VENT LOOP SHALL PROJECT INTO THE SPACE AS HIGH AS
POSSIBLE.
3. FOR PIPE SIZES & CONTINUATION REFER TO DRAWINGS.
4. FOR UNDERGROUND INSTALLATION PIPE SHALL BE TREATED AS REQUIRED BY CODE.
90º ELBOW L.R.
(OR EQUIVALENT ONE
PIECE FITTING)
NEAREST
WALL
1 1/2"
P-TRAP
1 1/2" VENT,
NOTE #1
PLUMBING CODE MANUAL NO. 909.0
SPECIAL VENTING FOR ISLAND FIXTURES
NOTE: RAISE RETURN VENT AS HIGH AS POSSIBLE UNDER THE DRAIN BOARD
45º ELBOW(OR EQUIVALENT ONE
PIECE FITTING)
2" VENT UP
IN WALL
2" CLEANOUT
2" VTR
2" WASTE @ 1/4" SLOPE
2" FOOT VENT @ 1/4" SLOPE
2" PIPE
2" CLEANOUT
LAVATORY OR
SINK
SLIP-JOINT FITTING. BY
PLUMBING CONTRACTOR
CONDENSATE
DRAIN DOWN
IN WALL. SEE
PLANS FOR
SIZE.
ESCUTCHEON
PLATE
VENT
WALL
WASTE
CLEANOUT
PLUG
FINISHED
FLOOR
TRAP
MEMBRANE CLAMP
FLOOR SLAB ON GRADE
PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE
CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED
FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE PLASTIC PLUG IN CAST IRON BODY.
CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION.
AS REQUIRED FOR
DEPTH OF SEWER
WASTE PIPE
BELOW FLOOR.
SANITARY OR STORM
SEWER LINE
SAME SIZE AS SEWER UP
TO 4" MAXIMUM.
LONG SWEEP ELBOW AT
END OR TURN OF RUN.
COMBINATION WYE AND
EIGHTH BEND IN RUN.
ENTER TOP OF PIPE.
TWO-WAY CLEANOUT FOR
LOCATION, SEE DWG
DIRECTION OF FLOW
NOTE:
1.LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES,
AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS.
2.PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS.
3.LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND.
4.CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS.
CLAMP w/ BOLT &
NUT ASSEMBLY
LENGTH IS 2 FEET.
ING COLLAR AND
SEEPAGE PAN.
TWO PERCENT.
MAXIMUM 5' ON 2"
SLOPE WASTE AT
WASTE OR 6' ON 3".
OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE.
MAXIMUM TAILPIECE
MEMBRANE CLAMP-REDUCING TRAP
PROVIDE TRAP PRIMER
MAXIMUM 15' WHERE
ENLARGED WASTE
LINE IS USED AS A
COMBINATION WASTE
AND VENT SYSTEM.
NOTE:
1.LOCATE FLOOR DRAIN/SINK WHERE SHOWN ON DIMENSIONED ARCHITECTURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH
FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN
FOOT TRAFFIC.
2.IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET
DRAIN IN PLACE AND POUR AROUND IT, OR BLOCK OUT AND POUR IN LATER.
3.IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT.
4.TOP OF THE FLOOR SINK / DRAIN TO BE SET 1" ABOVE FINISHED FLOOR, BEVEL EDGES WHERE POSSIBLE TO PREVENT
TRIPPING HAZARD. [CPC 421.1]
5.IF SITUATION IS FLOOR NOT ON GRADE, REFER TO "FLOOR PENETRATION" DETAIL FOR VENTS.
6.PROVIDE TRAP PRIMER FOR FLOOR DRAINS IN RESTROOMS.
CONCRETE FLOOR SLAB
W/ 1/2" TILE ON TOP
TOP OF DRAIN FLUSH
WITH TILE
DESIGNER NOTE:
VERIFY IF FLOOR SINKS NEED TO BE
RAISED ABOVE FINISH FLOOR
1TYP. PIPE SUPPORT DETAIL
2COMBINATION WASTE & VENT
SYSTEM SCHEMATIC
3TYP. RISER CLAMP DETAIL
4FLOOR CLEAN OUT DETAIL
5TYP. EQUIPMENT CONNECTION
6SOUND ISOLATOR DETAILS
7CONDENSATE DRAIN TRAP
8CONDENSATE TO LAV/SINK
TAILPIECE DETAIL
9FLOOR SINK DETAIL
10TRAP PRIMER DETAIL
11CIRC PUMP WIRING DIAGRAM
12ISLAND SINK VENT DETAIL
14GREASE INTERCEPTOR
13SAMPLE BOX DETAIL
2"
USE C.I. PIPE TO
BRASS (TYP.)
APPROX. 6" ABOVE
OVERFLOW LEVEL.
CONNECT URINAL
TO SOIL TEES W/
90° LONG TURN
DRAINAGE FITTING
(TYP.)
PROVIDE ACCESS PANEL
IN PLUMBING WALL FOR CLEAN
OUT AND SERVICING
2" VENT HDR
15URINAL DRAIN DETAIL
2000 GALLON
GREASE INTERCEPTORS
KJP2000G
KJZ2500G 2500
2000
5'-9"
4'-11"
16'-10"
15'-11"
6'-0"
6'-0"
5'-0"
5'-0"
4'-9"
4'-9"6' MAX.
10-01-03
JP2000-JZ5000_Grease-W.dwg
2003 Jensen Precast
BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
FOR COMPLETE DESIGN AND PRODUCT INFORMATION
TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS
GEOTECHNICAL ENGINEER.
CONTACT JENSEN PRECAST.
(WATER TABLE BELOW TANK).
'C'
TANK
HEIGHTWIDTH
'A'
OVERALL
LENGTH
'B'
EXCAVATIONOUTLET
'D'
INLET
WIDTH
EXCAVATION
MINIMUM
'E'LENGTH
MINIMUM
5'-11"
6'-9"
16'-11"
17'-10"5' MAX.
MAX.
LIFT
WEIGHT
19,200
22,700
24" DIA. CAST IRON
FRAME AND COVER
WITH GASKET
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
3
11
6
5
7
10
IW
10
8
16
12
TYPICAL GAS CONNECTION TO EQUIPMENT
1
2
FLOOR SLAB ON GRADE
MEMBRANE CLAMP
AS REQUIRED
FOR DEPTH OF
SEWER
NO HUB CAST IRON
PIPE BELOW FLOOR.
SANITARY OR STORM
SEWER LINE
NOTE:
1. PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER.
2. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING
(CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS).
3. PROVIDE PLASTIC PLUG IN CAST IRON BODY.
4. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION.
NOTE:
TRAP PRIMER VALVE AND DISTRIBUTION
UNIT BY PRECISION PLUMBING PRODUCTS
INC. OREGON #1 CORROSION RESISTANT
BRASS TRAP PRIMER WITH A COPPER
RESERVOIR AND A PVC DIAPHRAGM.VALVE
TRAP PRIMER VALVE
(IN WALL BEHIND
ACCESS PANEL)
FLOOR DRAIN
FINISHED FLOOR
SUPPLY TO
FREQUENTLY
USED FIXTURE
CW
1/2"
UNION
MAXIMUM OF 4
1/2" SOFT COPPER
CONNECT TO FLOOR DRAIN PROVIDED
WITH 1/2" PRIMER TAP
TRAP PRIMER PIPING DETAIL
FLOOR CLEANOUT
1/2"
NOT USED
GAS PIPE ROOF PENETRATION
INDIRECT WASTE EQUIPMENT CONNECTION
TYPICAL WATER HAMMER ARRESTOR DETAIL
CONDENSATE DRAIN PIPING DETAIL
WALL CLEANOUT
COLUMN OR
PARTITION AS
SHOWN ON
FLOOR PLANWHERE CLEANOUT IS CONCEALED IN A
CHASE OR PARTITION, PROVIDE A ROUND 18
GAUGE STAINLESS STEEL COVER WITH
BEVELED EDGES AND FLATHEAD MACHINE
SCREW
CONCRETE FLOOR SLAB
1. PROVIDE WCO WHERE SHOWN ON PLAN.
2. CLEANOUT FACE SHALL TERMINATE AT WALL SURFACE.
PROVIDE PIPE EXTENSION IF REQUIRED.
NOTE:
METAL BRAIDED BRONZE
FLEXIBLE HOSE WITH
WELDED ENDS. (TYP.)
ADAPT TO UNIT
AS REQUIRED
ADAPTER
(TYP.)
PLATFORM
CURB
ROOF
SCREWED
CLEANOUT PLUG
PRIMARY DRAIN
CAPPED BELOW ROOF
RATED ASSEMBLY
6" (MAX)
3" (MIN.)
1"
12" DOUBLE BRAIDED FLEXIBLE
CONNECTION (FLEXONICS) (RATED
FOR EXTERIOR LOCATION)
UNION
GAS SUPPLY INLET
GAS SHUT-OFF VALVE
TEE FITTING
NIPPLE
3" MIN
CAP
EQUIPMENT
AS CLOSE TO THE INLET OF THE
EQUIPMENT AS PRACTICAL
HOT WATER AND COLD WATER
SUPPLY TO FIXTURE
PIPING DOWN IN WALL
ABOVE CEILING
LOCATION
ISLAND CABINET
LOCATION
HOT WATER AND COLD WATER
SUPPLY TO FIXTURE
HW
CW
PIPING ABOVE CEILING WHA WHA
IN CABINET
STAINLESS STEEL
ACCESS PANEL
ABOVE CEILING
BELOW CEILING
CW
HW
PIPING ABOVE CEILING
WHA
WHA
CEILING
PROVIDE CLEANOUTS IN
TURNS/ENDS OF PIPE DISCHARGE INTO CENTER
OF FLOOR SINK WITH MIN.
1" AIR GAP
MAKE CONNECTION TO
EQUIPMENT AS REQUIRED
PROVIDE TRAP AND 6"
HIGH PIPE VENT OPEN
TO ATMOSPHERE
WHEN DRAIN LINE IS
LONGER THAN 5'
SLOPE PIPE AS MUCH
AS POSSIBLE TOWARD
DISCHARGE
NOTE:
ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY.
HANG PIPE AS REQUIRED. REFER TO LOCAL CODES FOR
FURTHER INFORMATION.
MAKE-UP AIR
UNIT
(SEE MECH.
DWG.)
CW
HW
COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONS.
ROOF INSULATION
ROOF DECK
GALVANIZED STEEL CLAMP.
DO NOT CLAMP PIPE TIGHT.
ROOFING
ERICO RPS50H6 PIPE SUPPORT
AND DETAIL INSTALLATION SEE
WWW.ERICO.COM
PROVIDE 1/2" UNICELLULAR ELASTOMERIC
INSULATION OR APPROVED EQUAL ON
DOMESTIC HOT AND COLD WATER PIPES
AND ALL CEILING SPACES IN WALLS AND
CHASES. MITER THE INSULATION AT TEES AND
ELBOWS. SEAL ALL JOINTS WITH ADHESIVE
NOTE:
1.PROVIDE 1/2" FIBERGLASS INSULATION WITH ALL-SERVICE JACKET WITH VAPOR BARRIER OR APPROVED EQUAL ON ALL COLD
WATER, CONDENSATE, AND STORM DRAIN PIPE UP TO 4".
2.PROVIDE 1" INSULATION OR APPROVED EQUAL ON STORM DRAIN PIPE ABOVE 4" SIZE.
3.PROVIDE 1" FIBERGLASS INSULATION WITH ALL-SERVICE JACKET OR APPROVED EQUAL ON DOMESTIC HOT WATER PIPING.
4.REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS
AND MANUFACTURER'S INSTRUCTIONS.
5.MAINTAIN VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE.
6.FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES SHALL NOT EXCEED 25/50.
7.SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC.
ROOF INSULATION
ROOF DECK
NOTE:
1.LOCATE AT TURNS OF PIPE, AT 4' SPACING FOR PLASTIC PIPE, AND AT THIS SPACING FOR METAL PIPE: 5"=16' 4"=14' 3"=12'
2-1/2"=11' 2"=10' 1-1/2"=9' 1-1/4"=8' 1"=7' 3/4"=6'. PLACE BASE SHEETS ON ROOFING BEFORE GRAVEL IF ANY. SET BLOCKS
FREE ON BASE SHEETS. STACK BLOCKS AND NAIL THEM TOGETHER WHERE REQUIRED TO ELEVATE PIPING.
2.PRIMER COAT AND PAINT EXTERIOR GAS PIPE SAFETY YELLOW COLOR.
3.18"x18"x1/2" THICK ROOF WALKWAY MATERIAL FOR BASE SHEET. ("CAREY-TRED" OR PER ARCHITECTURAL SPECIFICATIONS.)
FOODSERVICE
EQUIPMENT
UTILITY INLET
HOSE & FITTING
QUICK DISCONNECT
UL LISTED SHUT-OFF
VALVE
WALL FACE OF
BUILDING
COORDINATE WALL
REINFORCING WITH
GENERAL CONTRACTOR
RESTRAINING CABLE
NOTE:
1.IF UTILITY IS NOT AT FULL HEIGHT SHOWN, PROVIDE PIPING WITH ELBOWS TO RAISE INLET
FINISHED
FLOOR
PROVIDE
ROOFING BOOT
COORDINATE
WITH ROOFER
NOTE: MITER THE INSULATION AT TEES
AND ELBOWS SO THAT THERE ARE NO
GAPS AT JOINTS IF POSSIBLE, THEN TAPE
THEM. OTHERWISE FILL THE GAPS WITH
BLANKET FIBERGLASS MOULDED PVC
FITTING COVERS
TAPE JOINTS OF
FIBERGLASS INSULATION
PROVIDE A ONE FOOT LENGTH OF
NONCOMPRESSIBLE INSULATION
AT HANGERS FOR ALL PIPE 2" AND
LARGER
REFER TO OTHER DETAILS FOR
TREATMENT OF INSULATION AT
PENETRATION OF WALLS,
FIREFLOORS, FLOORS, AND
FIREWALLS
STEPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED TO
FLASHING AND PIPE WITH STAINLESS STEEL SCREW CLAMPS.
RIGHT AND LEFT NIPPLE &
COUPLINGS 1998 CPC SEE #1211.10
ROOFING OVER
METAL FLASHING
BY ROOFING
CONTRACTOR ROOF SUPPORT
REFER TO DETAIL
ELBOWS TO
COMPENSATE
FOR PIPE
EXPANSION
NOTE:
1.REFER TO PLANS FOR PIPE SIZE(S) AND LOCATION(S).
2.WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE.
3.LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS.
SLEEVE ROOF
IF REQUIRED
ANCHOR PIPE TO ROOF DECK OR JOISTS
14PIPE INSULATION DETAIL
15GAS QUICK DISCONNECT
ROOF PIPE PENETRATION
SEE FLOOR PLAN FOR RECEPTACLE LOCATION.
3/4"
CO
NOTE:
1.INSTALL PIPE A MINIMUM OF 76" ABOVE FINISH FLOOR , ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT
CENTERS.
2.USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS.
3.SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT.
4.KEEP DRAIN LINE FROM EVAPORATOR AS HIGH AS POSSIBLE UNDER THE EVAPORATOR BACK TO THE WALL TO MAXIMIZE SHELF
SPACE UNDER THE COIL.
5.REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS.
DISCHARGE TO
FLOOR DRAIN
OR FLOOR SINK
WITH AIR GAP
OF TWICE PIPE
DIAMETER.
MAKE CONNECTION
TO COIL AS REQUIRED
PROVIDE CLEANOUT
IN TURNS AND ENDS
OF PIPE
WALK-IN COOLER OR FREEZER BOX.
COORDINATE
ROUTING OF
DRAIN WITH
SHELVING IN
WALK-IN BOX
DX COIL
PROVIDE 1" ELASTOMERIC INSULATION
OVER HEAT TRACING ON CONDENSATE
LINE (FOR FREEZER BOX ONLY) BY WALK
IN BOX INSTALLER, (ELECTRIC HEATING
CABLE IS BY CONTRACTOR).
DRILL HOLE IN
SIDE OF BOX
AND PROVIDE
SILICONE SEAL
AROUND PIPE
PENETRATION.
FLOOR SINK
WALK-IN BOX CONDENSATE DRAIN
43-COMP SINK - WATER CONNECTION
93-COMP SINK - INDIRECT DRAIN13ICE MACHINE WATER FILTER
ICE MAKER DETAIL
SPRAY ATTACHMENT
SWING
FAUCET
INSULATED POTABLE
WATER SUPPLY PIPING.
SHUT OFF
VALVES TYP.
FLOOR LINE
UNIONS TYP.
CHECK VALVES TYP.
3/4" SYMMONS 7-200
TEMP CONTROL
VALVE IN ACCESS
PANEL
CEILING TO HOT WATER
RETURN LINE
SEE PLBG. PLAN
FOR PIPE SIZES
S.O.V. (TYP.)
UNIONS (TYP.)
3/4" BALANCING
VALVE (TYP.)
INSTALL ABV. CLG.
WALL BRACKET
3/4" TO HOT
WATER SUPPLY
FROM HOT
WATER SUPPLY
140°F HOT
WATER LOOP
FROM COLD
WATER SUPPLY
3/4"3/4"3/4"
3/4"
FILTER HOUSING EQUIPMENT
(SUPPLIED BY OWNER INSTALLED
BY PC)
1" SHUTOFF
VALVES
SUPPORT PIPE
AS REQ'D.
1" FW TO
OVENS
CONNECT TO EXISTING
1" CW STUBBED UP ON
PIPING CURB DURING
PREVIOUS PHASE
1" CW SUPPLY AS SHOWN
ON PLANS. CONNECT TO
EXISTING 1" CW STUBBED
UP DURING PREVIOUS
PHASE. SEE DETAIL 14/P301
1" BYPASS TYPICAL
HANDSINK
FLOOR SINK
WITH 1/2 GRATE
CLEANOUT
PLUG (TYP)
LEVER DRAIN (TYP)
3 COMPARTMENT PREP
SINK
2" AIR GAP
3"
PROVIDE FITTINGS AS
EQUIRED
3/4" CW.
STRAINER
3/4"UNION(TYP.)
3/4"DRAIN
TO F.S.
ROW
RCW
NOTE:
PROVIDE POWER AS REQUIRED
PRESS
GAUGE
NOTE:
SECURE UNIT TO WALL WITH UNISTRUT
P-1000 CHANNELS AND PIPE CLAMPS-2LOCATIONS
3/4" TO MISTING SYSTEM UNDER
PRODUCE CASE WORK, CONNECT
THRU GATE VALVE AND PRESSURE
REGULATOR SET AT 45 PSI
3/4"RED.PRESS.TYPE
BACKFLOW PREVENTOR
WITH FUNNEL DRAIN. ABV.
CASE WORK
REVERSE OSMOSIS
SYSTEM ABV.
CASE WORK
3/4" RCW, 3/4" TO HDR AT 6" AFF
BEHIND PRODUCE CASES, & 1/2"
TO QUICK DISCONNECT LOCATED
AT BULK FLORAL CASE
3/4" PRESS. REG.
SET @ 15PSI ABV.
CASE WORK
17PRODUCE PREP. RP/PRV ASSEMBLY FOR
MISTING SYSTEM
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
WM
EXISTING PIPE
BELOW GRADE
VERIFY IN FIELD
2" CW (74.5)
2" PRESSURE
REDUCING VALVE
WILKINS 500XL
(E)1-1/2" WATER METER
AT SIDEWALK
VERIFY IN FIELD
~2" BACK FLOW
PREVENTER
WILKINS 975XL3
HB
2.5
2"CW (77 FU)
BLDG. WALL
3/4"HWR
SCALE: NOT TO SCALE
DOMESTIC COLD AND HOT WATER RISER DIAGRAM
1" HWR
2" CW(44.5)
1-1/4" HWR
3/4"CW
1" CW(5)
1" HW(4)
1" CW (8.5)
A
2" CW (74.5)
HB
2.5 FU
BLDG.
WALL
B
2" CW (74.5)
CP
AIR RELEASE
VALVE MAX.
4 FT. FROM
PUMP INLET
1. DRAWINGS ARE DIAGRAMATIC & DOES NOT REPRESENT
ACTUAL CONNECTIONS.
2. SEE DETAIL 1/P-3.0 FOR WATER HEATER PIPING
DIAGRAM.
SHEET NOTES
1" HW(5)
TO CASE (TYP.5)
HSS3
1"
H
W
1
C
W
6
F
U
HB2
1"
H
W
(
6
)
1"
C
W
(
7
)
S4HB3 HS
1"
H
W
NEUTRAL
GENDER
RESTROOM
1"
H
W
2" CW(28)
1" HW(6)
2" CW(31.5)
1-1/2"HW(24)
2"CW(37.5)2" CW(32.5)
MISTING
KIT
3/4"CW
PRVBFP
HB
1 FU
½"
COLD WATER PIPE SIZING (TYPE "L" COPPER PIPE) BASED ON
PIPE SIZE 3/4"1"1¼"1½"2"2½"3"
3.6 PSI/100 FT. AND MAX. VELOCITY OF 8 FPS
CW
FLUSH TANK 1 6 13 431 7192854185
HW 1 6 13 245 4062846119
CW
FLUSH VALVE 0 0 0 295 66601382
HSHB3 S1S3
PAN DULCE
1"
H
W
1"
C
W
6
F
U
BALL VALVE
(TYP.)
S3HS S1HB2
34
"
H
W
R
HALL /
BACKSTOCK
3/
4
"
(
1
)
1"
C
W
2.
5
F
U
HS
1"
H
W
R
TORTILLERIA
PREP
1" WATER METER
FLOWS WM-NLC
1" BACKFLOW
PREVENTER
WILKINS 975XL2
MIXER HB4
1"
H
W
(
3
)
1"
C
W
(
4
)
1"
H
W
R
JUICE
BAR
COFFEE
S5 HS IM
ESPRESSO
MACH.
BALL VALVE (TYP.)
1"
H
W
(
7
)
1"
C
W
(
9
)
1"
H
W
R
1" WATER METER
FLOWS WM-NLC
1" BACKFLOW
PREVENTER
WILKINS 975XL2
MIXER MIXER
BAKERY
PREP
PROOFER OVEN
1-1/4" CW (14.5)
1" HW(5)
2" CW (65.5)
1" HW(7)
1"
H
W
1"
C
W
4
F
U
HB2 HSS3
CREMERIA
ISLAND
3/
4
"
H
W
R
BFP
1-1/4" CW (16.5)
1" HW(7)
A2" CW(45)
B1-1/4"HW(18)
B1-1/4" HWR
MEAT
PREP.
S2
MOP SINK
3/
4
"
H
W
3/
4
"
C
W
3
F
U
3
WH
4
WH
BALL VALVE
(TYP.)
1"
C
W
1
F
U
EEW
PRODUCE
PREP
1/
2
"
H
W
1/
2
"
C
W
1
F
U
SINK
HAND
1/
2
"
H
W
1/
2
"
C
W
1
F
U
SINK
HAND
S.O.V.
(TYP.)
BALL VALVE
(TYP.)
BALL VALVE
(TYP.)
BALL VALVE
(TYP.)
BALL VALVE
(TYP.)
SINK
LAV
SINK
LAV
3/
4
"
C
W
2"
C
W
18
F
U
INSTANTANEOUS
WATER HEATER
CLOSET
WATER
CLOSET
WATER
URINAL
1-
1
/
4
"
4
F
U
1-
1
/
4
"
5
F
U
1-
1
/
4
"
5
F
U
1-1/2"(9)2"(14)
BALL
VALVE
(TYP.)
2" CW(18)2" CW(22)
4
F
U
S.O.V.
(TYP.)
S.O.V.
(TYP.)
S.O.V.
(TYP.)
HB
3/
4
"
C
W
1
F
U
2" CW(30.5)2" CW(32.5)
1-1/2"HW(29)
S.O.V.
(TYP.)
S.O.V.
(TYP.)
S.O.V.
(TYP.)
S.O.V.
(TYP.)
S.O.V.
(TYP.)
1"CW(7.5)
3/
4
"
C
W
1
F
U
1" HW(11)
1-1/4" CW(20.5)
HB
3/
4
"
C
W
1
F
U
3/4" CW
2 FU
HB
1.0 FU
1" HW(7)
1" CW
1 fu
2" CW(36.5)
2
ET
1-1/4" HWR
1" HWR1" HWR
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
1" HWR
1"CW
2 FU
1"CW
1.5 FU
1"CW
1.0 FU
1"CW
0.5 FU
3/4"CW
3 FU
3/4"HW
4 FU
1"HW(6)
1"CW
6 FU
3/4"CW
4 FU
TBV - THERMOSTATIC
BALANCING VALVE
(TYPICAL)
1" CW(3.5)1" HW(3)3/4"(2)3/4"(1)1" CW(4)
1" HW(4)
3/4"CW(2)
3/4"HW(2)
1"CW(3)
1"HW(3)
3/4"(1)
3/4"(1)
1"CW(5)
1"HW(5)
1-1/2"HW(25)
1-1/2"HW(36)
1"CW(4)
1"HW(4)
1-1/2"CW
BFP
1/2" CW
0.5 FU
3. PROVIDE STUB-OUT FOR ALL FIXTURE.
NEUTRAL
GENDER
RESTROOM
URINAL
1-
1
/
4
"
4
F
U
1-1/4"(5)
S.O.V.
(TYP.)
S1
1/
2
"
H
W
1/
2
"
C
W
1
F
U
SINK
HAND
HB4
2" CW(35.5)
1-1/2"HW(26)
1/
2
"
H
W
1/
2
"
C
W
1
F
U
SINK
HAND
1" CW(7.5)
1/
2
"
H
W
1/
2
"
C
W
1
F
U
SINK
HAND
1-1/4" CW(15.5)
1" HW(6)
HS
1"CW(3)
1"HW(1)
2
WH
1
WH
CP
AIR RELEASE VALVE MAX.
4 FT. FROM PUMP INLET
1
ET(EXIST.)(EXIST.)
(EXIST.)
1"
H
W
(
6
)
1"
C
W
3/
4
"
H
W
R
~~
~~
C 1-1/2"HW(18)
SEPARATE WATER HEATER SYSTEM
TO RE-USE THE EXISTING WATER
HEATER INSTALLED
FIXTURE
3 COMPARTMENT SINK 24" X 24"
3 COMPARTMENT SINK 18" X 18"
2 COMPARTMENT PREP SINK
1 COMPARTMENT PREP SINK
RESTROOM SINK
DUMP/BAR SINK
JANITOR / MOP SINK
287,980 BTU/H
TOTAL GALLONS PER HOUR CONSUMPTION 440
HAND SINKS
1
4
3
3
25
14
75
168
1
2
2
1
1
11
2
1
1
1
1
1
14
14
6
6
15
6
28
28
12
6
15
66
GPH REQUIREMENTS AS
DETERMINED BY THE
HEALTH DEPARTMENT
AND MANUFACTURERS
DATA SHEETS
QTY
PER
FIXTURE
NUMBER OF
FIXTURES
FIXTURE
TOTALS
SIZING REQUIREMENTS FOR 'NEW'
STORAGE TYPE WATER HEATERS
COLD & HOT WATER HOSE REEL 7 1 6 42
TANK TYPE GAS WATER HEATER SIZING FORMULA - TOTAL GPH X (77) DEGREE RISE IN
WATER REQUIRED X 8.33 LB (WEIGHT OF A GALLON OF WATER) THEN DIVIDED BY THERMAL
EFFICIENCY (0.98% - SEE WATER HEATER SPECS ON SHEET P3.0 = BTU INPUT REQUIRED
TO FURNISH HOT WATER NECESSARY
2 x 150,000 BTU provided
FIXTURE
3 COMPARTMENT SINK 18" X 18"
1 COMPARTMENT PREP SINK
63,288 BTU/H
TOTAL GALLONS PER HOUR CONSUMPTION 74
HAND SINKS
1 3 14 42
1
2
1
1
14
6
14
6
TANK TYPE GAS WATER HEATER SIZING FORMULA - TOTAL GPH X (77) DEGREE RISE IN
WATER REQUIRED X 8.33 LB (WEIGHT OF A GALLON OF WATER) THEN DIVIDED BY THERMAL
EFFICIENCY AS SET NATIONALLY BY NSF AT .75 OR 75 PERCENT = BTU INPUT REQUIRED TO
FURNISH HOT WATER NECESSARY
GPH REQUIREMENTS AS
DETERMINED BY THE
HEALTH DEPARTMENT
AND MANUFACTURERS
DATA SHEETS
QTY
PER
FIXTURE
NUMBER OF
FIXTURES
FIXTURE
TOTALS
SIZING REQUIREMENTS FOR THE 'EXISTING'
STORAGE TYPE WATER HEATERS
COLD & HOT WATER HOSE REEL 1 1 6 6
2 x 38,000 BTU provided
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
GROUND
FLOOR
YCO
1500 GALLONS JENSEN
GREASE INTERCEPTOR
FCO
3"V
3" V
3"VTR
4"W(121)
CO
SEE BELOW FOR
CONTINUATION
ROOF
2% SLOPE
4"GW(125)
SCALE: NOT TO SCALE
GREASE WASTE & VENT RISER DIAGRAM
2% SLOPE
CO
3" VTR
25 FU
2"
2"(2)
CO
2" V.
2 FU
2"
2"(1)
HS
FS2
2"(2)
CO
S13-COMP
SINK (S3)
2" V.
2 FU
FS
2"(2)
CO
2" V.
2 FU
4" CO
4"GW(6)4"GW(4)4"GW(7)4"GW(9)
2" V.
9 FU 2" V
4 FU
2" V
6 FU
2" V
7 FU
FD
2"(2)
CO
2" V.
2 FU
4"GW(18)
FS
2"(2)
CO
2" V.
2 FU
TD
2"(3)
CO
FS
2"(2)
CO
2" V.
2 FU
FS
2"(2)
CO
2" V.
2 FU
TD
2"(3)
CO
FD
2"(2)
CO
2" V.
2 FU
2" V.
3 FU
2" V.
3 FU
4" CO
2" V
7 FU
2" V
9 FU
2" V
11 FU
2" V
13 FU
2" V
7 FU
2" V.
4 FU
2" V
12 FU
2" V
16 FU
4"GW(5)4"GW(7)4"GW(9)4"GW(11)4"GW(14)4"GW(16)
FS
2"(2)2"(2)
4"GW(10)
FS FD
2"(2)
2"
2"(2)
3-COMP
SINK (S3)
TD
2"(1)
HS
2"
(
1
)
BAKERY PREP
BAKERY
CREMERIA ISLAND
IS
L
A
N
D
V
E
N
T
CO
2"
(
3
)
2"
(
1
)
2"(3)
2"
(
2
)
2"
(
2
)
2"
(
2
)
2"
(
2
)
2"V(14)
2" VTR
14 FU
4"GW(1)4"GW(4)4"GW(6)4"GW(8)4"GW(12)
4" CO FD
2"(2)
CO
2" V.
2 FU
4"GW(3)
FD
2"(2)
CO
2" V.
2 FU
2"(1)
HS
2" V.
1 FU
4" CO
4"GW(5)4"GW(6)
2" VTR
6 FU
2"V(6)
2" VTR
21 FU
FS2
2"(2)
CO
2" V.
2 FU
TD2
2"(3)
CO
FD2
2"(2)
CO
2" V.
2 FU
2" V.
3 FU
4" CO
2" V
3 FU
2" V
5 FU
4"GW(3)4"GW(5)4"GW(7)
LA COCINA
2"(1)
HS
2" V.
1 FU
4" CO
2"
2"(2)
CO
2"
3-COMP
SINK (S3)
2" V.
2 FU
4"GW(1)4"GW(3)
FS2
2"(2)
CO
S2
2" V.
2 FU
2" V.
4 FU
2" V.
2 FU
4"GW(5)
2" V
2 FU
2" V
6 FU
2" V.
7 FU
2" V
7 FU
2" V
14 FU
2" V.
21 FU
FD2
2"(2)
CO
4"GW(8)
2"(2)
CO
2" V.
2 FU
4"GW(4)4"GW(6)
FD2
2"(2)
CO
2" V.
2 FU
2" V.
2 FU
FD2 4" CO FS
2"(2)2"(2)
4"GW(7)
FS FD
2"(2)
2"(1)
HS
2"
(
1
)
JUICE BAR
IS
L
A
N
D
V
E
N
T
CO
2"
(
2
)
2"
(
1
)
2"
(
2
)
2"
(
2
)
2"
(
2
)
2"V(11)
2" VTR
11 FU
4"GW(1)4"GW(3)4"GW(5)4"GW(11)
4" CO
2"(2)
FS
2"
3-COMP
SINK (S4)
2" VTR
8 FU
2" V
4 FU
2" V
2 FU
2" V.
8 FU
GROUND
FLOOR
ROOF
4"GW(42)
~
2" V.
25 FU
GROUND
FLOOR
ROOF
FD2
2"(2)
CO
4"GW(18)
FS
2"(2)
CO
2" V.
2 FU
2" V
5 FU
4"GW(14)4"GW(16)
FD2
2"(2)
CO
2" V.
2 FU
2" V.
2 FU
2" V.
4 FU
2" V
7 FU
4"GW(12)
4"GW(80)
B
SEE ABOVE FOR
CONTINUATION
GRD
FLOOR
ROOF
C
4" CO
FIRST
FLOOR
ROOF
FS
2"(2)
CO
2" V.
2 FU
4"SS(26)
FS
2"(2)
CO
2" V.
2 FU
4"SS(24)
2"(1)
HS
2" V.
1 FU
TD
2"(3)
CO
2" V.
3 FU
4" CO
4"SS(21)
FS
2"(2)
CO
3" V.
2"(2)
LAV
2" V.
2 FU
LAV
2" V.
1 FU
2" V.
1 FU UR
2"(2)
CO
2"(2)
CO
FD
WC
4"(4)
CO
WC
4"(4)
CO
4" CO
2"V(18)
2" VTR
18 FU
2" V
4 FU
2" V
10 FU
2" V.
4 FU
2" V.
4 FU
2" V.
2 FU
2" V.
2 FU
2" V
2 FU
2" V
4 FU
2" V
8 FU
4"SS(8)4"SS(10)4"SS(14)4"SS(16)4"SS(18)4"SS(20)
2 FU
2" SS(1)
4"SS(28)
4"SS(46)
3" VTR
2 FU
2" VTR
1 FU
3" VTR
2 FU
2" VTR
1 FU
3"(2)
CO
2" V.
2 FU
2" VTR
2 FU
FS
3"(2)
CO
2" V.
2 FU
2" VTR
2 FU
FS FS
3"(2)
CO
3" V.
2 FU
2" VTR
2 FU
4" CO
4"SS(2)
4"SS(42)
FS
3"(2)
CO
3" V.
14 FU
3" VTR
14 FU
4" CO
4"(2)
FS
3"(2)
FS
3"(2)
FS
3"(2)
FS
3"(2)
FS
3"(2)
FS
3"(2)
4"(4)4"(6)4"(8)4"(10)4"(12)4"(14)
CO
2" V.
2 FU
2" VTR
4 FU
4"(10)
2" V.
4 FU
3"(2)
CO
2" V.
2 FU
FS TD2
2"(3)
CO
2" V.
3 FU
4"SS(12)
EEW
2" V.
1 FU
COCO
COCO
CO CO
CO
2" VTR
6 FU
2" V.
6 FU
4"(1)4"(4)4"(6)4"(8)
FS
3"(2)
CO
3" V.
2 FU
3" VTR
2 FU
CO
4"(6)
FS
3"(2)
CO
3" V.
2 FU
3" VTR
2 FU
4" CO FS
3"(2)
CO
3" V.
2 FU
3" COFS
3"(2)
3" VTR
2 FU
FIRST
FLOOR
ROOF
3"SS(2)3"SS(4)4"SS(6)4"SS(4)4"SS(26)4"SS(40)4"SS(44)4"SS(46)4"SS(74)
A
A
4"SS(62)
4"GW(42)4"GW(53)4"GW(61)
4" GW(86)4" GW(98)4" GW(116)
2% SLOPE 2% SLOPE
2% SLOPE 2% SLOPE 2% SLOPE
2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE
(TYP)(TYP)(TYP)(TYP)(TYP)
(TYP)(TYP)(TYP)
(TYP)(TYP)(TYP)
2" V.
1 FU
4"SS(183)
2% SLOPE
SCALE: NOT TO SCALE
SANITARY SEWER WASTE & VENT RISER DIAGRAM
2"(1)
HS
2" V.
1 FU
4" CO
2"
FS2
CO
2"
3-COMP
SINK (S3)
4"GW(3)4"GW(5)
2" V.
2 FU
2" V
2 FU
2" V.
5 FU
GROUND
FLOOR
ROOF
CO
2" VTR
5 FU
SEE ABOVE FOR
CONTINUATION
~
SEE BELOW FOR
CONTINUATION
~
SEE BELOW FOR
CONTINUATION
GRD
FLOOR
ROOF
PREP SINK (INDIRECT)
HAND SINK
TRENCH DRAINS
FLOOR DRAIN
DFU INTERCEPTOR VOLUME
90 1250 GALLONS
Where the flow rate of directly connected fixture(s) or appliance(s) have no assigned
DFU values, the additional grease interceptor volume shall be based on the known
flow rate (gpm) (LIs) multiplied by 30 minutes
TYPE
12
18
125 DFU
UNIT TOTALFU
1
2
QTY
12
20
36
40
--6
(LENGTH)X (WIDTH) X (DEPTH) =
-4 -
172 1500 GALLONS 125 DFU
3-COMP SINK (INDIRECT)
PLUMBING CODE 2019
TABLE 1014.3.6
JENSEN PRECAST JP1500G WITH SAMPLE BOX
GREASE INTERCEPTOR CALCULATION
216 2000 GALLONS
FLOOR SINK 226 52
128" x 67" x 60" = 514,560 SQ. IN.
514,560 SQ. IN./ 231 = 2,227.5 GAL.
2,227.5 x .75 FILL FACTOR = 1670.6 GAL.
*
MOP SINK 331
FS2FS2
FS2
S2
2"(2)
FD2
2"(2)
CO
2" V.
2 FU
4"GW(1)
2" V
1 FU
2" V
3 FU
PRODUCE
PREP
3" VTR
37 FU
FS
2"(2)
CO
2" V.
2 FU
TD
2"(3)
CO
FD2
2"(2)
CO
2" V.
2 FU
2" V.
3 FU
4"GW(28)4"GW(30)
MEAT PREP
2"(1)
HS
2" V.
1 FU
4" CO
2"
2"(2)
CO
2"
3-COMP
SINK (S5)
4"GW(1)4"GW(3)
FS2
2"(2)
CO
S2
2" V.
2 FU2" V.
2 FU
4"GW(9)
2" V
7 FU
2" V
9 FU
2" V.
37 FU
FD2
2"(2)
CO
2" V.
2 FU
FD2
2"(2)
CO
2" V.
2 FU
4"GW(5)4"GW(7)
2" V
5 FU
2"(1)
HS
2" V.
1 FU
2"(2)
CO
2" V.
2 FU
FD2
2"(2)
CO
2" V.
2 FU
FS TD
2"(3)
CO
2" V.
3 FU
2" V.
2 FU
FD2
2"(2)
CO
2"(2)
CO
2" V.
2 FU
FD2
2"(2)
CO
2" V.
2 FU
FS
2"(2)
CO
2" V.
2 FU
FS MOP SINK
2"(3)
4"GW(42)
4" CO
CO
4"GW(8)4"GW(10)4"GW(13)4"GW(15)4"GW(17)4"GW(20)4"GW(22)
2" V.
3 FU
2" V
3 FU
4"GW(24)4"GW(25)
2" V
5 FU
2" V
8 FU
2" V
10 FU
2" V
12 FU
2" V
15 FU
2" V
17 FU
2" V
19 FU
2" V
20 FU
2" V
23 FU
2" V
25 FU
4"GW(32)
2" V
27 FU
2" V
28 FU
CO CO
2% SLOPE 2% SLOPE2% SLOPE
(TYP)(TYP)(TYP)
4"GW(5)
FS2
2"(1)
HS
2" V.
1 FU
CO
4"GW(12)
MEAT SERVICE
FS2
2"(2)
CO
2" V.
2 FU
4"GW(2)
2" V
6 FU
TORTILLERIA
4"GW(80)
FS
2"(2)
2"
(
2
)
4"GW(9)
FS
2"(2)
CO
2" V.
2 FU
2" V
2 FU
4"GW(2)
2" V.
2 FU
FD
2"(2)
CO
2" V
3 FU
2" V
5 FU
4"GW(3)
2"(1)
HS
2" V.
1 FU
CO
2"(1)
HS
2" V.
1 FU
CO
2"(1)
HS
2" V.
1 FU
CO
2" V
1 FU
2" V
3 FU
4"GW(41)
2" V
1 FU
2" V
3 FU
2" V
7 FU
2" V
1 FU
4"GW(19)
4"GW(1)
4"
CO
2" V.
2 FU
FS
3"(2)
FS
3"(2)
CO
2" V.
2 FU
2" VTR
4 FU
2" V.
4 FU
CO
2" V.
2 FU
FS
3"(2)
FS
3"(2)
4"(12)4"(14)
FS
3"(2)
FS
3"(2)
4"(2)4"(4)
2" V
5 FU
2" V
2 FU
UR
2"(2)
CO
2" V.
2 FU
2"(2)
CO
FD
2" V.
2 FU
2" V
6 FU
2" V
8 FU
4"SS(4)4"SS(6)
HOLD- 420 W 17th
St3/7/2025
23XX
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
HOLD- 420 W 17th
St3/7/2025
(M) BEER
COOLER
(N) CHECKSTAND
(N) CUSTOMER
SERVICE
(E) FREEZER
(M)
TORTILLERIA
PREP
(N) CHECK
CASHING
(N) MEAT
COOLER(N) MEAT
PREP
(M)
PRODUCE
COOLER
(N) DAIRY COOLER
(N) CREMERIA
ISLAND
(N) BAKERY
& KITCHEN
COOLER
(N)SAFE
ROOM
(N)BREAK
ROOM
(N) MEN
RESTROOM
(N) WOMEN
RESTROOM
(N) BAKERY
& KITCHEN
FREEZER
SALES
JUICE BAR
CONCOURSE
(N) HALL/
BACKSTOCK
(N) LA
COCINA
(N) PAN
DULCE
(N) BAKERY
PREP
(N) HALL/
BACKSTOCK
(E) HALL/
BACKSTOCK
(E) HALL/
BACKSTOCK
PRODUCE
PREP
(M) TORTILLERIA
SERVICE
PRODUCE
CL
CL
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:
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A
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A
1
3
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A
2
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SoloChill Micro Distributed
Models: DA091, DA130,
DA220
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SoloChill Micro Distributed
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D
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1
3
0
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DA
2
2
0
2 3 41
A
D
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F
2 3 41
A
D
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F
BB
CC
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
(N) MEAT
SERVICE
EUIPMENT LEGEND
TYPE MANUFACTURER MODEL
MEAT PREP
MEAT SERVICE
BAKERY
CREMERIA
KITCHEN
TORTILLERIA
SMOOTHIE BAR
JANITOR
SALES AREA
DAILY COOLER
BACKSTOCK
2210
26575 Ruether Ave 2nd floor
CH
A
R
C
Santa Clarita, CA 91350
661.383.2352 - 818.919.2248
BI
G
S
A
V
E
R
F
O
O
D
S
NO
R
T
H
TR
U
E
1
F1.0
F I X T U R E S P L A N
FIXTURES
PLAN
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
CL
CL
So
l
o
C
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i
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M
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d
Mo
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l
s
:
D
A
09
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
h
i
l
l
M
i
c
r
o
D
i
s
t
r
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b
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d
Mo
d
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
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l
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M
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o
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s
:
D
A
09
1
,
D
A
1
3
0
,
D
A
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
So
l
o
C
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l
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M
i
c
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o
D
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:
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A
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D
A
1
3
0
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2
2
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:
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1
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0
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2
2
0
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M
i
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A
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1
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1
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0
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:
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A
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,
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A
1
3
0
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2
0
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l
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C
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M
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b
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d
Mo
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l
s
:
D
A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
HOLD- 420 W 17th
St3/7/2025
So
l
o
C
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l
l
M
i
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r
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s
:
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A
0
9
1
,
D
A
1
3
0
,
DA
2
2
0
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
NOTES:
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
SoloChill Micro Distributed
Models: DA091, DA130,
DA220
E2 MODBUS NETWORK WIRING
4.
9
9
K
+5
V
+5
V
+5
V
+1
2
V
ON
1
2
3
4
5
6
7
8
ON
1
2
3
4
5
6
7
8
ON
1
2
3
4
5
6
7
8
ON
AC
1
AC
2
0V
+
0
V
-
1
2
3
4
5
6
7
8
16
1
6
L
A
O
/
L
D
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r
.
1
.
0
0
23
7
-
3
0
6
8
WH
T
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NC
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AN
A
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G
+
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-
16
+
2
-
+
3
-
+
4
-
CPC PART#810-3073
MULTIFLEX 1616LAO
S1-SENSOR TYPE SELECT
FOR INPUTS 1-8
POWER(24VAC)
RS485
JP2
JP3
JP4
S2-SENSOR TYPE SELECT
S3-NETWORK ADDRESS, BAUD
FOR INPUTS 9-16
FOR 16AI BOARD
S4-NETWORK ADDRESS, BAUD
FOR 8RO & 8DO
S4 S3 S2 S1
NO NC1
NO 9 NC
NO 2 NC NO 3 NC NO 4 NC NO 5 NC NO 6 NC NO 7 NC NO NC8
NO 10 NC 11 NO NC NO 12 NC NO 13 NC NO 14 NC NO 15 NC NO 16 NC
Relay
# 6
J8(HHT)INPUT1 INPUT2
0V
INPUT3 INPUT4
SGSG 0V 0V SG 0V SG 0V SG 0V SG 0V SG SG0V
NO 5 NC NO 6 NC INPUT50V SG
LOCATED IN CUSTOM DESIGNED CONTROL PANEL
16 Channel Input Board #4 and 8 Channel Relay Board #4
INPUT POINT DEVICE DESCRIPTION CABLE #
5 DI ALARM RESET 3
OUTPUT POINT DEVICE DESCRIPTION CABLE #
4.5
4.6
NC
NC
ALARM LIGHT
ALARM HORN
AC2
AC1
0V
24V
24V
NEUTRAL
640-0039 (10VA)
USE 5 CONDUCTOR CABLE
OR THERMOSTAT CABLE
PREWIRED 24VAC
COMMON WHITE
6
7
HOT
120 VAC
NOTES:
1) USE WIRE COLOR CODES AND CABLING AS ILLUSTRATED.
2) CONNECT ALARM SILENCE TO INPUT 5 OF THE MULTIFLEX
CONTROLLER BOARD.
3) CONNECT ALARM LIGHT TO OUTPUT 5 OF THE MULTIFLEX
CONTROLLER BOARD.
4) CONNECT ALARM HORN TO OUTPUT 6 THE MULTIFLEX
CONTROLLER BOARD.
MULTIFLEX BOARD WIRING TO ALARM ANNUNCIATOR PANEL CONNECTIONS
HORN
WHT #20
RESET
SW1
LIGHT
L1
INPUT5 INPUT6 INPUT7 INPUT8 INPUT9 INPUT10
0V
INPUT11 INPUT12
SGSG 0V 0V SG 0V SG 0V SG 0V SG 0V SG SG0V
INPUT13 INPUT14INPUT15 INPUT16
HOLD- 420 W 17th
St3/7/2025
AR
C
T
I
C
CO
O
L
I
N
G
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
C
T
I
C
CO
O
L
I
N
G
SY
S
T
E
M
S
VNRZ Narrow Reach-In Merchandiser
1, 2, 3, 4, & 5 Door (Frozen Food / Ice Cream)
37 1/8" [94.3 cm]
TOP WIRING REQUIRED LOAD LIMIT
24" [22"]
24" [22"]
24" [22"]
24" [22"]
24" [22"]
24" [22"]
24" [22"]
23 1/8" [58.7 cm]
COIL PLENUM
5 3/4" [14.6 cm]*
26 1/2" [67.3 cm]
32 7/8" [83.5 cm]
37 1/8" [94.3 cm]
12" [30.5 cm]
2" MINIMUM AIR GAP
WIRING TO THE TOP
(12" X 10" X 4")
PIPING TO THE TOP
(OPTIONAL)
REAR REFRIGERATION
LOCATED 9 1/4"
ABOVE FINISH FLOOR
DEFAULT REFRIGERATION
1 1/2" PVC DRAIN
CONNECTION
31" [78.7 cm] (1 DOOR)
60" [152.4 cm] (2 DOOR)
90" [228.6 cm] (3 DOOR)
120" [304.8 cm] (4 DOOR)
150" [381.0 cm] (5 DOOR)
5" [12.7 cm]
8 3/4" [22.2 cm]
1 1/2" [3.8 cm] END
NOTES
* : STUB-UP AREA.
** : RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS.
• Ends add approximately 1" to case height, 1/2" to the back & 1" to the front.
VNRZ
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER
ASHRAE-72-2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev. Date Rev. #
7-13-20
1-28-20
8
7
Rev. Title
DATA UPDATE
DATA UPDATE
37
1
/
8
"
[
9
4
.
3
c
m
]
32
7
/
8
"
[
8
3
.
5
c
m
]
26
1
/
2
"
[
6
7
.
3
c
m
]
87
7
/
8
"
[
2
2
3
.
2
c
m
]
O
V
E
R
A
L
L
C
A
S
E
H
E
I
G
H
T
90
1
/
8
"
[
2
2
8
.
9
c
m
]
S
H
I
P
P
I
N
G
H
E
I
G
H
T
83
7
/
8
"
[
2
1
3
.
0
c
m
]
C
A
S
E
H
E
I
G
H
T
30
1
/
8
"
[
7
6
.
5
c
m
]
*
*
23
1
/
2
"
[
5
9
.
7
c
m
]
66
"
[
1
6
7
.
6
c
m
]
I
N
T
E
R
I
O
R
H
E
I
G
H
T
4
1
/
8
"
[
1
0
.
5
c
m
]
OP
T
I
O
N
A
L
P
I
P
N
G
T
O
T
H
E
T
O
P
66
3
/
1
6
"
[
1
6
8
.
1
c
m
]
V
I
S
U
A
L
D
I
S
P
L
A
Y
8
1
/
4
"
[
2
1
.
0
c
m
]
75
"
[
1
9
0
.
5
c
m
]
F
R
A
M
E
H
E
I
G
H
T
73
"
[
1
8
5
.
4
c
m
]
D
O
O
R
H
E
I
G
H
T
3"
[
7
.
6
c
m
]
23
1
/
4
"
[
5
9
.
1
c
m
]
5DMLH-NRG
WIRING TO THE
TOP (OPTIONAL)
PIPING TO THE
TOP (OPTIONAL)
LOAD LIMIT
4', 6', 8' & 12' High Multi-Deck Merchandiser with Synerg-E™
Beverage/Bulk Produce/Bakery/Dairy/Cut Produce/Deli
40 11/16" [103.3 cm]
24 in
24 in
24 in
24 in
24 in
1
30 5/8" [77.8 cm]
COIL PLENUM
6 15/16" [17.5 cm]*
31 1/2" [80.0 cm]
39 3/16" [99.5 cm]
41 1/4" [104.8 cm]
42 3/4" [108.6 cm]
WIRING TO THE
TOP (OPTIONAL)
2" MINIMUM AIR GAP PIPING TO THE
TOP (OPTIONAL)
9 1/8" [23.2 cm]
ELECTRICAL
JUNCTION BOX
1 1/2" [3.8 cm] END
1 1/2" PVC DRAIN
CONNECTION
NOTES:
* : STUB-UP AREA
** : RECOMMENDED STUP-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS
48" [121.9 cm]
72" [182.9 cm]
96" [243.8 cm]
144" [365.8 cm]
__ : AVAILABLE SHELF SIZES: 10", 12", 14", 16", 18", 20", 22" & 24"; (5) ROWS OF SHELVES MAX1
• Ends add approximately 1" to case height.
• Back panels add approximately 1" to the rear of the case.
DEFAULT REFRIGERATION
8 3/4" [22.2 cm]
5DMLH-NRG
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER
ASHRAE-72-2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev. Date Rev. #
8-3-20
9-9-19
6
5
Rev. Title
OPTIONS UPDATE
ENDVIEW UPDATE
41
1
/
4
"
[
1
0
4
.
8
c
m
]
40
1
1
/
1
6
"
[
1
0
3
.
3
c
m
]
38
7
/
1
6
"
[
9
7
.
6
c
m
]
31
1
/
2
"
[
8
0
.
0
c
m
]
85
7
/
8
"
[
2
1
8
.
2
c
m
]
O
V
E
R
A
L
L
C
A
S
E
H
E
I
G
H
T
88
1
/
8
"
[
2
2
3
.
9
c
m
]
S
H
I
P
P
I
N
G
H
E
I
G
H
T
35
5
/
8
"
[
9
0
.
6
c
m
]
*
*
4
1
/
8
"
[
1
0
.
5
c
m
]
82
5
/
8
"
[
2
0
9
.
9
c
m
]
C
A
S
E
H
E
I
G
H
T
64
1
/
2
"
[
1
6
3
.
8
c
m
]
I
N
T
E
R
I
O
R
H
E
I
G
H
T
28
"
[
7
1
.
1
c
m
]
60
3
/
4
"
[
1
5
4
.
3
c
m
]
V
I
S
U
A
L
D
I
S
P
L
A
Y
14
3
/
4
"
[
3
7
.
5
c
m
]
28
1
/
8
"
[
7
1
.
4
c
m
]
1
1
/
2
"
[
3
.
8
c
m
]
42
3
/
4
"
[
1
0
8
.
6
c
m
]
SLIDING
REAR LOAD DOORS
10 1/2 in
[26.7 cm]
14 in
24 7/8 in
[63.3 cm]
[35.6 cm]
16 in
[40.6 cm]
52 1/8 in
[132.4 cm]
33 5/16 in
[84.6 cm]
24 3/4 in
[62.9 cm]
23 3/16 in
[58.8 cm]
13 15/16 in
[35.4 cm]
ELECTRICAL RACEWAY 3 5/16 in
[8.4 cm]
31 1/2 in
[80.0 cm]
42 in
[106.7 cm]
12 5/16 in
[31.2 cm]
POWER SUPPLY 6 in
[15.2 cm]
1 5/8 in
[4.2 cm]
16 1/8 in
[41.0 cm]
31 1/2 in
[80.0 cm]
42 in
[106.7 cm]
12" x 12" MECHANICAL ACCESS
FOR ELECT. ,REFRIG. ,AND DRAIN CONNECTIONS TOEKICK
1 in
[2.5 cm]TOEKICK
CL
FRONT OF CASE
72 1/2 in
48 1/8 in
96 1/4 in
120 1/2 in
144 1/4 in
[122.2 cm] 4’ case
[184.2 cm] 6’ case
[244.5 cm] 8’ case
[306.1 cm] 10’ case
[366.4 cm] 12’ case
1 in
[2.5 cm]
*SHOWN WITH OPTIONAL SHELVING
09/17
SMD-R
(Remote)SERVICE MULTI-DECK
BAKERY/DELI
OHMH-NRG High Multi-Deck Merchandiser with Synerg-E™
4', 6', 8' & 12' (Deli / Meat)
34 7/8" [88.5 cm]
OPTIONAL WIRING
TO THE TOP
12 in X 10 in X 4 in 9" MIRROR
OPTIONAL 9" MIRROR
OPTIONAL
LOAD LIMIT
LOAD LIMIT
1
16 in
18 in
20 in
20 in
32 1/4" [81.9 cm]
COIL
PLENUM
COIL
PLENUM
1
16 in
18 in
20 in
20 in
32 1/4" [81.9 cm]
32 5/8" [82.8 cm]
31 3/4" [80.6 cm]6 5/8" [16.8 cm]
39 1/4" [99.7 cm]
43 1/4" [109.9 cm]
11" BASEFRAME
WIRING TO THE
TOP (OPTIONAL)2" MINIMUM AIR GAP
PIPING TO TOP
(OPTIONAL)
5" BASEFRAME
12" [30.4 cm]
REAR REFRIGERATION
LOCATED 8 3/4" ABOVE FINISH FLOOR
DEFAULT REFRIGERATION
ELECTRICAL
JUNCTION BOX
1 1/2" PVC DRAIN
CONNECTION
NOTES:
*
**
1
48" [121.9 cm]
72" [182.9 cm]
96" [248.3 cm]
144" [365.8 cm]
: STUB-UP AREA
: RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND DRAINS
: AVAILABLE SHELF SIZES: 10", 12", 14", 16", 18", 20", 22" & 24"
• Ends add approximately 1" to case height, 1/2" to the back & 1" to the front.
• Back panels add approximately 1" to the rear of the case.
1 1/2" [3.8 cm] END
8 3/4" [22.2 cm]
OHMH-NRG
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER
ASHRAE-72-2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev. Date Rev. #
9-19-18
6-12-18
3
2
Rev. Title
DATA UPDATE
NEW STANDARDS
43
1
/
4
"
[
1
0
9
.
9
c
m
]
5"
B
A
S
E
F
R
A
M
E
39
1
/
4
"
[
9
9
.
7
c
m
]
86
7
/
1
6
"
[
2
1
9
.
6
c
m
]
S
H
I
P
P
I
N
G
H
E
I
G
H
T
11
"
B
A
S
E
F
R
A
M
E
32
5
/
8
"
[
8
2
.
9
c
m
]
84
3
/
1
6
"
[
2
1
3
.
8
c
m
]
O
V
E
R
A
L
L
C
A
S
E
H
E
I
G
H
T
80
7
/
8
"
[
2
0
5
.
4
c
m
]
C
A
S
E
H
E
I
G
H
T
53
7
/
8
"
[
1
3
6
.
8
c
m
]
I
N
T
E
R
I
O
R
H
E
I
G
H
T
11
"
[
2
7
.
9
c
m
]
RE
A
R
P
I
P
E
B
O
X
28
1
/
2
"
[
7
2
.
4
c
m
]
*
22
3
/
4
"
[
5
7
.
8
c
m
]
27
"
[
6
8
.
6
c
m
]
15
1
3
/
1
6
"
[
4
0
.
2
c
m
]
*
*
11
"
B
A
S
E
F
R
A
M
E
78
5
/
1
6
"
[
1
9
8
.
9
c
m
]
O
V
E
R
A
L
L
C
A
S
E
H
E
I
G
H
T
80
9
/
1
6
"
[
2
0
4
.
6
c
m
]
S
H
I
P
P
I
N
G
H
E
I
G
H
T
34
1
5
/
1
6
"
[
8
8
.
7
c
m
]
*
*
5"
B
A
S
E
F
R
A
M
E
5
1
/
8
"
[
1
3
.
0
c
m
]
RE
A
R
P
I
P
E
B
O
X
74
5
/
1
6
"
[
1
8
8
.
8
c
m
]
C
A
S
E
H
E
I
G
H
T
46
7
/
8
"
[
1
1
9
.
1
c
m
]
V
I
S
U
A
L
D
I
S
P
L
A
Y
3"
[
7
.
6
c
m
]
28
5
/
8
"
[
7
2
.
7
c
m
]
16
7
/
8
"
[
4
2
.
9
c
m
]
21
1
/
8
"
[
5
3
.
7
c
m
]
15 3/4 in
[40.0 cm]
LOAD LIMIT LINE
10 in
[25.4 cm]
30 7/8 in
[78.4 cm]
50 7/8 in
[129.2 cm]
25 7/8 in
[65.8 cm]
17 1/2 in
[44.5 cm]
6 5/16 in
[16.0 cm]
1 1/2 in
[3.7 cm]
28 5/8 in
[72.7 cm]
37 5/8 in
[95.6 cm]
14 in
[35.6 cm]
13 13/16 in
[35.0 cm]
POWER SUPPLY 6 in
[15.2 cm]
1 1/2 in
[3.8 cm]
15 1/16 in
[38.2 cm]
28 5/8 in
[72.7 cm]
37 5/8 in
[95.6 cm]
15" x 13" MECHANICAL ACCESS
FOR ELECT. ,REFRIG. ,AND DRAIN CONNECTIONS TOEKICK
1 in
[2.5 cm]
CL
FRONT OF CASE
48 1/2 in[123.2 cm] 48” case
56 1/2 in[143.5 cm] 59” case
74 5/8 in[189.5 cm] 77” case
120 1/2 in[306.1 cm] 120” case
96 1/2 in [245.1 cm] 96” case
130 1/2 in[331.5 cm] 132” case
144 1/2 in[367.0 cm] 144” case
TOEKICK 1 in
[2.5 cm]
09/17
BLF-SR
(Remote)
SERVICE MULTI-DECK Bakery VNRB Narrow Reach-In Merchandiser
2, 3, 4, & 5 Door / 4', 6, 8' & 12' (Beverage / Dairy / Deli / Meat)
33 3/4" [85.7 cm]
TOP WIRING REQUIRED
LOAD LIMIT
24"
24"
24"
24"
24"
24"
24"
[22"]
[22"]
[22"]
[22"]
[22"]
[22"]
[22"]
23 1/8" [58.7 cm]
COIL PLENUM
5 3/4" [14.6 cm]
26 1/2" [67.3 cm]
32 7/8" [83.5 cm]
37 1/8" [94.3 cm]
12" [30.5 cm]
REAR
WIRING TO THE TOP
(12" X 10" X 4")
2" AIR GAP REQUIRED PIPING TO THE TOP
(OPTIONAL)
REFRIGERATION
LOCATED 9 1/4"
ABOVE FINISH
FLOOR
DEFAULT REFRIGERATION
ELECTRICAL
JUNCTION BOX
(WIRING PER
LOCAL CODES)
1 1/2" PVC DRAIN
CONNECTION
48" [121.9 cm] (4')
72" [182.9 cm] (6')
96" [243.8 cm] (8')
60" [152.4 cm] (2 DOOR)
90" [228.6 cm] (3 DOOR)
120" [304.8 cm] (4 DOOR)
144" [365.8 cm] (12')
150" [381.0 cm] (5 DOOR)
NOTES
* : STUB-UP AREA
** : RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS.
• Ends add approximately 1" to case height, 1/2" to the back & 1" to the front.
8 3/4" [22.3 cm]
1 1/2" [3.8 cm] END
VNRB
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER ASHRAE-72-
2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev Date:
4-25-18
12-1-17
Rev #
2
1
Revision Description:
NEW STANDARDS
DOE 2017
37
1
/
8
"
[
9
4
.
3
c
m
]
32
7
/
8
"
[
8
3
.
5
c
m
]
26
1
/
2
"
[
6
7
.
3
c
m
]
90
5
/
8
"
[
2
3
0
.
2
c
m
]
S
H
I
P
P
I
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H
E
I
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H
T
87
7
/
8
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[
2
2
3
.
2
c
m
]
O
V
E
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L
C
A
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E
H
E
I
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H
T
2"
[
5
.
1
c
m
]
4
1
/
8
"
[
1
0
.
5
c
m
]
30
1
/
8
"
[
7
6
.
5
c
m
]
*
*
83
7
/
8
"
[
2
1
3
.
0
c
m
]
C
A
S
E
H
E
I
G
H
T
66
"
[
1
6
7
.
7
c
m
]
I
N
T
E
R
I
O
R
H
E
I
G
H
T
23
1
/
2
"
[
5
9
.
7
c
m
]
*
66
5
/
8
"
[
1
6
9
.
2
c
m
]
V
I
S
U
A
L
D
I
S
P
L
A
Y
8
1
/
4
"
[
2
1
.
0
c
m
]
73
"
[
1
8
5
.
4
c
m
]
D
O
O
R
H
E
I
G
H
T
75
"
[
1
9
0
.
5
c
m
]
F
R
A
M
E
H
E
I
G
H
T
3"
[
7
.
6
c
m
]
7"
[
1
7
.
8
c
m
]
23
1
/
4
"
[
5
9
.
0
c
m
]
OHPH-NRG High Multi-Deck Merchandiser with Synerg-E™
4', 6', 8' & 12' (Produce)
OPTIONAL WIRING
TO THE TOP
12 in X 10 in X 4 in
9" MIRROR
OPTIONAL
LOAD LIMIT
16 in
18 in
20 in
20 in
1
32 1/4" [81.9 cm]
COIL
PLENUM
34 3/4" [88.2 cm]
32 5/8" [82.9 cm]
31 3/4" [80.6 cm]
28 1/8" [71.4 cm]
43 1/4" [109.9 cm]
11" BASEFRAME
WIRING TO THE
TOP (OPTIONAL)
2" MINIMUM AIR GAP
PIPING TO THE TOP
(OPTIONAL)12" [30.5 cm]
REAR REFRIGERATION
LOCATED 11 1/4" ABOVE FINISH FLOOR
DEFAULT REFRIGERATION
ELECTRICAL
JUNCTION BOX
1 1/2" PVC DRAIN
CONNECTION
1 1/2" [3.8 cm] END
NOTES:
48" [121.9 cm]
72" [182.9 cm]
96" [243.8 cm]
144" [365.8 cm]
* : STUB-UP AREA
** : RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND DRAINS
:AVAILABLE SHELF SIZES: 10", 12", 14", 16", 18" & 20"1
• Ends add approximately 1" to case height, 1/2" to the back & 1" to the front.
• Back panels add approximaely 1" to the rear of the case.
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER
ASHRAE-72-2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev Date:
10/16/18
6/1/18
Rev #
3
2
OHPH-NRG
Revision Description:
DATA UPDATE
NEW STANDARDS
8 3/4" [22.2 cm]
43
1
/
4
"
[
1
0
9
.
8
c
m
]
86
5
/
1
6
"
[
2
1
9
.
3
c
m
]
S
H
I
P
P
I
N
G
H
E
I
G
H
T
11
"
B
A
S
E
F
R
A
M
E
32
5
/
8
"
[
8
2
.
9
c
m
]
11
"
[
2
7
.
9
c
m
]
RE
A
R
P
I
P
E
B
O
X
84
3
/
1
6
"
[
2
1
3
.
9
c
m
]
O
V
E
R
A
L
L
C
A
S
E
H
E
I
G
H
T
80
7
/
8
"
[
2
0
5
.
4
c
m
]
C
A
S
E
H
E
I
G
H
T
52
1
/
4
"
[
1
3
2
.
7
c
m
]
I
N
T
E
R
I
O
R
H
E
I
G
H
T
22
3
/
4
"
[
5
7
.
8
c
m
]
46
7
/
8
"
[
1
1
9
.
1
c
m
]
V
I
S
U
A
L
D
I
S
P
L
A
Y
27
"
[
6
8
.
6
c
m
]
28
1
/
2
"
[
7
2
.
4
c
m
]
*
11
"
B
A
S
E
F
R
A
M
E
13
1
/
4
"
[
3
3
.
6
c
m
]
*
*
28
5
/
8
"
[
7
2
.
7
c
m
]
3"
[
7
.
6
c
m
]
OIP Wide Single-Deck Island Merchandiser
8' & 12' (Bulk Produce)
5" [12.9 cm]
LOAD LIMIT
31 1/2" [79.9 cm]
PLENUM COIL COIL PLENUM
43 7/8" [111.4 cm]*
21 7/8" [55.7 cm]
24 1/2" [62.2 cm]
40" [101.5 cm]
79 7/8" [202.9 cm]
41 7/8" [106.3 cm]
DEFAULT REFRIGERATION
15 7/16" [39.2 cm]
18" [45.7 cm]
69 5/8" [176.8 cm]*
117 5/8" [298.8 cm]*
ELECTRICAL
JUNCTION BOX
1 1/2" PVC DRAIN
CONNECTION
52 13/16" [134.1 cm]
76 13/16" [195.1 cm]
105 5/8" [268.3 cm]
153 5/8" [390.2 cm]
NOTES
*: STUB-UP AREA
• Front and center sill heights vary with base frame height.
OIP
COMPONENT
ALL MEASUREMENTS ARE TAKEN PER
ASHRAE-72-2005 SPECIFICATIONS. HILLPHOENIX
REFRIGERATED DISPLAY CASES FOR SALE IN THE
UNITED STATES MEET OR EXCEED DEPARTMENT
OF ENERGY 2017 REQUIREMENTS.
Rev Date:
7-17-18
12-1-17
Rev #
2
1
Revision Description:
NEW STANDARDS
DOE 2017
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HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
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PF-5R EC i2i DRAWING # 146598
The refrigeration spec for this case is CO2
ENGINEERED FOR STORES WITH AMBIENT
CONDITIONS NOT TO EXCEED 75° AND 55%
RELATIVE HUMIDITY. DUE TO ENGINEERING
IMPROVEMENTS SPECIFICATIONS MAY CHANGE
WITHOUT NOTICE. ALL MEASUREMENTS ARE
TAKEN PER ASHRAE-72-2005 SPECIFICATIONS.
HILLPHOENIX REFRIGERATED DISPLAY CASES
FOR SALE IN THE UNITED STATES MEET OR EXCEED
DEPARTMENT OF ENERGY 2017 REQUIREMENTS.
NUMBERS ARE BASED ON STANDARD CASE SIZES.
CONSULT ENGINEERING.
PFI-506R IC DRAWING # 146599
The refrigeration spec for this case is CO2
ENGINEERED FOR STORES WITH AMBIENT
CONDITIONS NOT TO EXCEED 75° AND 55%
RELATIVE HUMIDITY. DUE TO ENGINEERING
IMPROVEMENTS SPECIFICATIONS MAY CHANGE
WITHOUT NOTICE. ALL MEASUREMENTS ARE
TAKEN PER ASHRAE-72-2005 SPECIFICATIONS.
HILLPHOENIX REFRIGERATED DISPLAY CASES
FOR SALE IN THE UNITED STATES MEET OR EXCEED
DEPARTMENT OF ENERGY 2017 REQUIREMENTS.
NUMBERS ARE BASED ON STANDARD CASE SIZES.
CONSULT ENGINEERING.
FT-12R DRAWING # 146602
The refrigeration spec for this case is CO2
ENGINEERED FOR STORES WITH AMBIENT
CONDITIONS NOT TO EXCEED 75° AND 55%
RELATIVE HUMIDITY. DUE TO ENGINEERING
IMPROVEMENTS SPECIFICATIONS MAY CHANGE
WITHOUT NOTICE. ALL MEASUREMENTS ARE
TAKEN PER ASHRAE-72-2005 SPECIFICATIONS.
HILLPHOENIX REFRIGERATED DISPLAY CASES
FOR SALE IN THE UNITED STATES MEET OR EXCEED
DEPARTMENT OF ENERGY 2017 REQUIREMENTS.
NUMBERS ARE BASED ON STANDARD CASE SIZES.
CONSULT ENGINEERING.
HOLD- 420 W 17th
St3/7/2025
NOTE TO CONTRACTORS:
FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS.
OBTAIN AND USE THE LATEST PLANS.
IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO
ARCTIC COOLING SYSTEMS WILL NOT BE RESPONSIBLE
AR
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DWG Version 1.1Data Version 0.00
BALTIMORE
AIRCOIL COMPANY TW-Q14030568602
TrilliumSeries™ Condenser
Customer Wiring
Q14030568602
5/7/2014
Shipping/Rigging
Weight
Operating
Weight
Model
Number
42883936TSDC-CO2-154-12.4
PIPING SHOWN HERE JUST FOR REFERENCEONLY. REFER TO MECH DRAWING FOR PIPING AND COMPONENTS.
RESERVOIR RACEWAY
3'-0"
TOP VIEWAHR IN/OUTRECEIVER
LT ACCUMULATOR DOS UPS VFD
CONTROLLER
MT SUCTION
6'-7 5/16"
CONTROLLER
5'-10"
LT SUCTION
CONTROL PANEL
60W X 74H
LIQUID
SUPPLY
11 5/16"
15'-11"
17'-2"
17'-9 1/2"
FRONT VIEW
NOTE:
1. ESTIMATED APPROXIMATE DRY SHIPPING WEIGHT: 9000 LBS2. USE ALL LIFTING LUGS
FOR CUSTOMER USE ONLYDO NOT USE FOR CONSTRUCTION
Hillphoenix Inc. CONFIDENTIAL
The information set forth in this document is confidential and proprietary. No reproduction or dissemination of thisinformation is authorized by Hillphoenix or it's agents. This document is to
be distributed only to recipients authorized by Hillphoenix. This document is to be returned to
Hillphoenix upon completion of it's use by the authorized recipient or upon request by Hillphoenix.
Ⓒ Copyright 2022-2023 Hillphoenix, Inc. A Dover Company Conyers, Georgia, USA
SIDE VIEW
5'-0"
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HOLD- 420 W 17th
St3/7/2025
STRUCTURAL CALCULATIONS
FOR
BIG SAVERS
REMODEL
420 W 17th St
Santa Ana,CA 92706
BY
GEORGE KILEDJIAN
818-635-1691
GKSTR@YAHOO.COM
HOLD- 420 W 17th
St3/7/2025
1
LOAD CRITERIA
ROOF:CEILING:
ROOFING 4.0 psf FINISH 5.0 psf
FRAMING 4.0 psf FRAMING 3.0 psf
INSULATION 1.0 psf MISC 2.0 psf
CEILING 3.0 psf DL =10.0 psf
MEP 2.0 psf LL =10.0 psf
MISC 1.0 psf
DL =15.0 psf
Lr =20.0 psf
CURTAIN WALL:
FINISH 5.0 psf
FRAMING 3.0 psf
MISC 2.0 psf
DL =10.0 psf
SITE SPECIFIC SEISMIC FACTORS:
Ss =2.12 g Sds =1.70 g
S1 =0.77 g
WIND:
Given:
V =90 mph Kzt =1.00
Kz =0.94 Kd =0.85
qz = 0.00256 * Kz * Kzt * Kd * V ^ 2
qz =0.00256 *0.94 *1.00 *0.85 *90 ^2
qz =16.6 psf
p = qp * (GCp - GCpi)
pA1 =16.6 * (1.00 -0.00 ) =16.6 psf [Wall zone 4, pos press]
pA2 =16.6 * (-1.70 -0.00 ) =-28.2 psf [Roof zone 2, neg press]
pB1 = pA1 =16.6 psf [Wall zone 4, pos press]
pB2 =16.6 * (-1.10 -0.00 ) =-18.2 psf [Wall zone 4, neg press]
pA = pA1 - pA2 =16.6 --28.2 =44.7 psf GOVERNS
pB = pB1 - pB2 =16.6 --18.2 =34.8 psf
p =44.7 psf
HOLD- 420 W 17th
St3/7/2025
2
RTU ANCHORAGE [CRITICAL CASE]:
L =6.5 ft Sds =1.70 g z / h =1.0
B =4.5 ft ap = 2.5
H =3.0 ft Rp =6.0
Wp =1.50 kip Ip =1.0
SEISMIC COEFFICIENT:
Fp = 0.4 * ap * Sds * Wp / (Rp / Ip) * (1 + 2 * z/h)
Fp =0.4 *2.5 *1.7 / (6.0 /1.0 )*(1 +2 *1.0 ) * Wp
Fp =0.85 * Wp
Fp min = 0.3 * Sds * Ip * Wp =0.3 *1.7 *1.0 * Wp =0.51 * Wp
Fp max = 1.6 * Sds * Ip * Wp =1.6 *1.7 *1.0 * Wp =2.72 * Wp
Fp =0.85 * Wp
SLIDING CHECK:
P EL = Fp * Wp =0.85 *1.5 =1.28 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [V allow =0.25 kip, n =4 , CD =1.33 ]
P allow = CD * V allow * n =1.33 *0.25 *4 =1.33 kip >1.28 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
OVERTURNING CHECK:
M EL = P EL * H / 2 + 0.2 * Sds * Wp * B / 2
M EL =1.28 *3.0 /2 +0.2 *1.70 *1.50 *4.50 /2
M EL =3.06 ft-K
RM = Wp * B / 2 =1.50 *4.5 /2 =3.38 ft-K
T reqd = (0.7 / 0.6 * M EL - RM) / (B - 0.5)
T reqd = (0.7 /0.6 *3.06 -3.38 )/(4.5 -0.5 ) =0.05 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [T allow =0.60 kip, n =2 , CD =1.33 ]
T = CD * T allow * n =1.33 *0.6 *2 =1.6 kip >0.05 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
HOLD- 420 W 17th
St3/7/2025
3
MAU ANCHORAGE [CRITICAL CASE]:
L =3.5 ft Sds =1.70 g z / h =1.0
B =3.5 ft ap = 2.5
H =3.0 ft Rp =6.0
Wp =0.80 kip Ip =1.0
SEISMIC COEFFICIENT:
Fp = 0.4 * ap * Sds * Wp / (Rp / Ip) * (1 + 2 * z/h)
Fp =0.4 *2.5 *1.7 / (6.0 /1.0 )*(1 +2 *1.0 ) * Wp
Fp =0.85 * Wp
Fp min = 0.3 * Sds * Ip * Wp =0.3 *1.7 *1.0 * Wp =0.51 * Wp
Fp max = 1.6 * Sds * Ip * Wp =1.6 *1.7 *1.0 * Wp =2.72 * Wp
Fp =0.85 * Wp
SLIDING CHECK:
P EL = Fp * Wp =0.85 *0.8 =0.68 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [V allow =0.25 kip, n =4 , CD =1.33 ]
P allow = CD * V allow * n =1.33 *0.25 *4 =1.33 kip >0.68 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
OVERTURNING CHECK:
M EL = P EL * H / 2 + 0.2 * Sds * Wp * B / 2
M EL =0.68 *3.0 /2 +0.2 *1.70 *0.80 *3.50 /2
M EL =1.50 ft-K
RM = Wp * B / 2 =0.80 *3.5 /2 =1.40 ft-K
T reqd = (0.7 / 0.6 * M EL - RM) / (B - 0.5)
T reqd = (0.7 /0.6 *1.50 -1.40 )/(3.5 -0.5 ) =0.12 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [T allow =0.60 kip, n =2 , CD =1.33 ]
T = CD * T allow * n =1.33 *0.6 *2 =1.6 kip >0.12 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
HOLD- 420 W 17th
St3/7/2025
4
CONDENSING UNIT ANCHORAGE:
L =5.3 ft Sds =1.70 g z / h =1.0
B =5.0 ft ap = 2.5
H =3.0 ft Rp =6.0
Wp =1.20 kip Ip =1.0
SEISMIC COEFFICIENT:
Fp = 0.4 * ap * Sds * Wp / (Rp / Ip) * (1 + 2 * z/h)
Fp =0.4 *2.5 *1.7 / (6.0 /1.0 )*(1 +2 *1.0 ) * Wp
Fp =0.85 * Wp
Fp min = 0.3 * Sds * Ip * Wp =0.3 *1.7 *1.0 * Wp =0.51 * Wp
Fp max = 1.6 * Sds * Ip * Wp =1.6 *1.7 *1.0 * Wp =2.72 * Wp
Fp =0.85 * Wp
SLIDING CHECK:
P EL = Fp * Wp =0.85 *1.2 =1.02 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [V allow =0.25 kip, n =4 , CD =1.33 ]
P allow = CD * V allow * n =1.33 *0.25 *4 =1.33 kip >1.02 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
OVERTURNING CHECK:
M EL = P EL * H / 2 + 0.2 * Sds * Wp * B / 2
M EL =1.02 *3.0 /2 +0.2 *1.70 *1.20 *5.00 /2
M EL =2.55 ft-K
RM = Wp * B / 2 =1.20 *5.0 /2 =3.00 ft-K
T reqd = (0.7 / 0.6 * M EL - RM) / (B - 0.5)
T reqd = (0.7 /0.6 *2.55 -3.00 )/(5.0 -0.5 ) =-0.01 kip
TRY:4-1/4" SDS SCREWS AT PLATFORM [T allow =0.60 kip, n =2 , CD =1.33 ]
T = CD * T allow * n =1.33 *0.6 *2 =1.6 kip >-0.01 kip
USE
AT PLATFORM:4-1/4" SDS SCREWS AT PLATFORM
HOLD- 420 W 17th
St3/7/2025
5
AHU ANCHORAGE:
L =17.5 ft Sds =1.70 g z / h =1.0
B =8.0 ft ap = 2.5
H =5.0 ft Rp =6.0
Wp =6.50 kip Ip =1.0
SEISMIC COEFFICIENT:
Fp = 0.4 * ap * Sds * Wp / (Rp / Ip) * (1 + 2 * z/h)
Fp =0.4 *2.5 *1.7 / (6.0 /1.0 )*(1 +2 *1.0 ) * Wp
Fp =0.85 * Wp
Fp min = 0.3 * Sds * Ip * Wp =0.3 *1.7 *1.0 * Wp =0.51 * Wp
Fp max = 1.6 * Sds * Ip * Wp =1.6 *1.7 *1.0 * Wp =2.72 * Wp
Fp =0.85 * Wp
SLIDING CHECK:
P EL = Fp * Wp =0.85 *6.5 =5.53 kip
TRY:22-1/4" SDS SCREWS AT PLATFORM [V allow =0.25 kip, n =22 , CD =1.33 ]
P allow = CD * V allow * n =1.33 *0.25 *22 =7.32 kip >5.53 kip
USE
AT PLATFORM:22-1/4" SDS SCREWS AT PLATFORM
OVERTURNING CHECK:
M EL = P EL * H / 2 + 0.2 * Sds * Wp * B / 2
M EL =5.53 *5.0 /2 +0.2 *1.70 *6.50 *8.00 /2
M EL =22.7 ft-K
RM = Wp * B / 2 =6.50 *8.0 /2 =26.0 ft-K
T reqd = (0.7 / 0.6 * M EL - RM) / (B - 0.5)
T reqd = (0.7 /0.6 *22.65 -26.00 )/(8.0 -0.5 ) =0.06 kip
TRY:22-1/4" SDS SCREWS AT PLATFORM [T allow =0.60 kip, n =11 , CD =1.33 ]
T = CD * T allow * n =1.33 *0.6 *11 =8.8 kip >0.06 kip
USE
AT PLATFORM:22-1/4" SDS SCREWS AT PLATFORM
HOLD- 420 W 17th
St3/7/2025
6
HOOD ANCHORAGE:
L =11.0 ft Sds =1.70 g z / h =1.0
B =6.5 ft ap = 2.5
H =4.0 ft Rp =6.0
Wp =0.60 kip Ip =1.0
SEISMIC COEFFICIENT:
Fp = 0.4 * ap * Sds * Wp / (Rp / Ip) * (1 + 2 * z/h)
Fp =0.4 *2.5 *1.7 / (6.0 /1.0 )*(1 +2 *1.0 ) * Wp
Fp =0.85 * Wp
Fp min = 0.3 * Sds * Ip * Wp =0.3 *1.7 *1.0 * Wp =0.51 * Wp
Fp max = 1.6 * Sds * Ip * Wp =1.6 *1.7 *1.0 * Wp =2.72 * Wp
Fp =0.85 * Wp
SWAY BRACE:
P EL = Fp * Wp =0.85 *0.6 =0.51 kip
T = P EL / 2 * 2 ^ 0.5 =0.5 /2 *2 ^0.5 =0.36 kip
TRY:1/8" SWAY BRACE [As =0.012 sq in, Fy =36.0 ksi, FOS =1.67 ]
5/8" THRU-BOLT [Z perp =0.31 kip, CD =1.33 ]
T allow = As * Fy / FOS =0.012 *36.0 /1.67 =0.26 kip >0.36 kip
V allow = CD * Z perp =1.33 *0.31 =0.41 kip >0.36 kip
USE
1/8" SWAY BRACE
5/8" THRU-BOLT
VERT SUPPORT:
T DL = Wp / 4 =0.60 /4 =0.15 kip
TRY:3/4" THRU-BOLT (4x)[Z perp =0.68 kip, CD =1.33 ]
1/2" VERT ROD [As =0.19 sq in, Fy =36.0 ksi, FOS =1.67 ]
V allow = CD * Z perp =1.33 *0.68 =0.90 kip >0.15 kip
T allow = As * Fy / FOS =0.190 *36.0 /1.67 =4.10 kip >0.15 kip
USE
3/4" THRU-BOLT (4x)
1/2" VERT ROD
HOLD- 420 W 17th
St3/7/2025
7
FRAMING [ON SCHEMATIC PLAN, THE CRITICAL CASE ARE THE ONES WITH *]
M1:
Given:
L =17.0 ft DLr =15.0 psf W =1.50 kip
TW =3.0 ft Lr =20.0 psf
w DL = DLr * TW =15 /1000 *3.0 =0.045 klf
w Lr = Lr * TW =20 /1000 *3.0 =0.060 klf
P DL = W / 2 =1.5 /2 =0.75 kip X =8.5 ft
USE
GRADE:DFL #2
SIZE:6x12
[See Enercalc]
M2:
Given:
L =17.0 ft DLr =15.0 psf W =6.50 kip
TW =5.0 ft Lr =20.0 psf
w DL = DLr * TW =15 /1000 *5.0 =0.075 klf
w Lr = Lr * TW =20 /1000 *5.0 =0.100 klf
P DL = W / 4 =6.5 /4 =1.63 kip X =8.5 ft
USE
GRADE:PSL 2.2E
SIZE:3 1/2x14
[See Enercalc]
M3:
Given:
L =17.0 ft DLr =15.0 psf DLw =10.0 psf
TW =1.33 ft Lr =20.0 psf
TW2 =5.0 ft DL =10.0 psf
H =8.0 ft LL =10.0 psf
w DL = DLr * TW + DL * TW2 + DLw * H
w DL = (15 *1.33 +10 *5.0 +10 *8.0 ) /1000
w DL =0.15 klf
w Lr = Lr * TW =20 /1000 *1.33 =0.027 klf
w LL = LL * TW2 =10 /1000 *5.0 =0.050 klf
HOLD- 420 W 17th
St3/7/2025
8
USE
GRADE:DFL #2
SIZE:6x12
[See Enercalc]
M4:
Given:
L =22.0 ft DLr =15.0 psf DLw =10.0 psf
TW =2.00 ft Lr =20.0 psf W =1.5 kip
TW2 =8.5 ft DL =10.0 psf W2 =0.4 kip
H =8.0 ft LL =10.0 psf
w DL = DLr * TW + DL * TW2 + DLw * H
w DL = (15 *2.00 +10 *8.5 +10 *8.0 ) /1000
w DL =0.20 klf
w Lr = Lr * TW =20 /1000 *2.00 =0.040 klf
w LL = LL * TW2 =10 /1000 *8.5 =0.085 klf
P1 DL = W / 2=1.5 /2 =0.75 kip X = 4 ft
P2 DL = W2 /2=0.4 /2 =0.20 kip X = 18 ft
USE
GRADE:PSL 2.2E
SIZE:3 1/2x14
[See Enercalc]
M5:
Given:
L =22.0 ft DLr =15.0 psf DL =10.0 psf
TW =2.00 ft Lr =20.0 psf LL =10.0 psf
TW2 =7.5 ft
w DL = DLr * TW + DL * TW2
w DL = (15 *2.00 +10 *7.5 ) /1000
w DL =0.11 klf
w Lr = Lr * TW =20 /1000 *2.00 =0.040 klf
w LL = LL * TW2 =10 /1000 *7.5 =0.075 klf
USE
GRADE:PSL 2.2E
SIZE:3 1/2x14
[See Enercalc]
HOLD- 420 W 17th
St3/7/2025
9
M6:
Given:
L =17.0 ft DLr =15.0 psf DL =10.0 psf
TW =2.00 ft Lr =20.0 psf LL =10.0 psf
TW2 =8.0 ft
w DL = DLr * TW + DL * TW2
w DL = (15 *2.00 +10 *8.0 ) /1000
w DL =0.11 klf
w Lr = Lr * TW =20 /1000 *2.00 =0.040 klf
w LL = LL * TW2 =10 /1000 *8.0 =0.080 klf
USE
GRADE:PSL 2.2E
SIZE:3 1/2x14
[See Enercalc]
M7 [ROOF PENETRATION HEADOUT]:
Given:
L =17.0 ft DLr =15.0 psf
TW =3.50 ft Lr =20.0 psf
w DL = DLr * TW =15 /1000 *3.50 =0.053 klf
w Lr = Lr * TW =20 /1000 *3.50 =0.070 klf
REINF W/ 1 3/4x11 1/4 MICROLLAM
[See Enercalc]
M8 [SCREEN WALL SIDING]:
Given:
H1 =8.0 ft p =44.7 psf
TW =0.5 ft
w WL = p * TW =44.7 /1000 *0.5 =0.022 klf
USE Please note that design is performed assuming composite
GRADE:DFL #2 siding to be used has a capacity exceeding a 2x6 FLAT.
SIZE:2X6 FLAT
[See Enercalc]
HOLD- 420 W 17th
St3/7/2025
10
M9 [SCREEN WALL POST DESIGN]:
Given:
H1 =5.5 ft p =44.7 psf
H2 =2.5 ft TW =8.0 ft
w WL = p * TW =44.7 /1000 *8.0 =0.36 klf
USE
HSS3x3x5/16
[See Enercalc]
M10 [SCREEN WALL BRACE]:
Given:
H =8.0 ft TW2 =6.0 ft
TW =8.0 ft p =44.7 psf
P WL = p * TW * TW2 =44.7 /1000 *8.0 *6.0 =2.1 kip
USE
HSS3x3x5/16
[See Enercalc]
M11 [WOOD BEAM AT SCREEN WALL]:
Given:
L =16.0 ft DLr =15.0 psf
TW =2.0 ft Lr =20.0 psf
P' WL =2.1 kip
w DL = DLr * TW =15.0 /1000 *2.0 =0.030 klf
w Lr = Lr * TW =20.0 /1000 *2.0 =0.040 klf
P WL = P' WL =2.1 kip X = 8 ft
USE
GRADE:DFL #2
SIZE:4x12
[See Enercalc]
HOLD- 420 W 17th
St3/7/2025
11
M12 [WOOD BEAM AT SCREEN WALL]:
Given:
L =22.0 ft DLr =15.0 psf
TW =2.0 ft Lr =20.0 psf
P' WL =2.1 kip
w DL = DLr * TW =15.0 /1000 *2.0 =0.030 klf
w Lr = Lr * TW =20.0 /1000 *2.0 =0.040 klf
P WL = P' WL =2.1 kip X = 5, 12 ft
USE
GRADE:PSL 2.2E
SIZE:5 1/4x14
[See Enercalc]
HOLD- 420 W 17th
St3/7/2025
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HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M1
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.2
875
875
600
625
1300
470
170
425 31.21
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0450, Lr = 0.060 , Tributary Width = 1.0 ft
Point Load : D = 0.750 k @ 8.50 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.632: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.500ft
27.74 psi=
=
1,093.75psi
6x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
212.50 psi==
Section used for this span 6x12
Maximum Shear Stress Ratio 0.131 : 1
0.000 ft=
=
690.98psi
Maximum Deflection
0 <360
557
Ratio =0 <180
Max Downward Transient Deflection 0.125 in 1630Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.366 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 17.0 ft 1 0.605 0.111 0.90 1.000 1.001.00 1.00 4.81 476.4 787.5 0.72 153.01.00 17.01.00
1.00+D+Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.632 0.131 1.25 1.000 1.001.00 1.00 6.98 691.0 1,093.8 1.17 212.51.00 27.71.00
1.00+D+0.750Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.583 0.118 1.25 1.000 1.001.00 1.00 6.44 637.3 1,093.8 1.06 212.51.00 25.01.00
1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.204 0.037 1.60 1.000 1.001.00 1.00 2.89 285.9 1,400.0 0.43 272.01.00 10.21.00
.
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M1
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.3662 8.562 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.268 1.268
Max Upward from Load Combinations 1.268 1.268
Max Upward from Load Cases 0.758 0.758
D Only 0.758 0.758
+D+Lr 1.268 1.268
+D+0.750Lr 1.140 1.140
+0.60D 0.455 0.455
Lr Only 0.510 0.510
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M2
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2900
2900
2900
750
2200
1118.19
290
2025 45.07
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0750, Lr = 0.10 , Tributary Width = 1.0 ft
Point Load : D = 1.630 k @ 8.50 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.394: 1
Load Combination D Only
Span # where maximum occurs Span # 1
Location of maximum on span 8.500ft
64.50 psi=
=
2,565.72psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.178 : 1
0.000 ft=
=
1,011.45psi
Maximum Deflection
0 <360
578
Ratio =0 <180
Max Downward Transient Deflection 0.107 in 1900Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.352 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 17.0 ft 1 0.394 0.161 0.90 0.983 1.001.00 1.00 9.64 1,011.5 2,565.7 1.37 261.01.00 41.91.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.390 0.178 1.25 0.983 1.001.00 1.00 13.25 1,390.6 3,563.5 2.11 362.51.00 64.51.00
1.00+D+0.750Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.364 0.162 1.25 0.983 1.001.00 1.00 12.35 1,295.8 3,563.5 1.92 362.51.00 58.91.00
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.133 0.054 1.60 0.983 1.001.00 1.00 5.78 606.9 4,561.3 0.82 464.01.00 25.11.00
.
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M2
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.3525 8.562 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 2.303 2.303
Max Upward from Load Combinations 2.303 2.303
Max Upward from Load Cases 1.453 1.453
D Only 1.453 1.453
+D+Lr 2.303 2.303
+D+0.750Lr 2.090 2.090
+0.60D 0.872 0.872
Lr Only 0.850 0.850
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M3
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-05
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.2
875
875
600
625
1300
470
170
425 31.21
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-05
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.150, Lr = 0.0270, L = 0.050 , Tributary Width = 1.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.817: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 8.500ft
35.90 psi=
=
875.00psi
6x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
170.00 psi==
Section used for this span 6x12
Maximum Shear Stress Ratio 0.211 : 1
0.000 ft=
=
715.17psi
Maximum Deflection
0 <360
470
Ratio =0 <180
Max Downward Transient Deflection 0.104 in 1956Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.433 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+0.750Lr+0.750L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 17.0 ft 1 0.681 0.176 0.90 1.000 1.001.00 1.00 5.42 536.4 787.5 1.14 153.01.00 26.91.00
1.00+D+L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.817 0.211 1.00 1.000 1.001.00 1.00 7.23 715.2 875.0 1.51 170.01.00 35.91.00
1.00+D+Lr 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.579 0.150 1.25 1.000 1.001.00 1.00 6.39 632.9 1,093.8 1.34 212.51.00 31.81.00
1.00+D+0.750Lr+0.750L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.679 0.175 1.25 1.000 1.001.00 1.00 7.50 742.9 1,093.8 1.57 212.51.00 37.31.00
1.00+D+0.750L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.666 0.172 1.15 1.000 1.001.00 1.00 6.77 670.5 1,006.3 1.42 195.51.00 33.71.00
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M3
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.230 0.059 1.60 1.000 1.001.00 1.00 3.25 321.8 1,400.0 0.68 272.01.00 16.21.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+0.750Lr+0.750L 1 0.4333 8.562 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.766 1.766
Max Upward from Load Combinations 1.766 1.766
Max Upward from Load Cases 1.275 1.275
D Only 1.275 1.275
+D+L 1.700 1.700
+D+Lr 1.505 1.505
+D+0.750Lr+0.750L 1.766 1.766
+D+0.750L 1.594 1.594
+0.60D 0.765 0.765
Lr Only 0.230 0.230
L Only 0.425 0.425
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M4
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-05
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2900
2900
2900
750
2200
1118.19
290
2025 45.07
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-05
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.20, Lr = 0.040, L = 0.0850 , Tributary Width = 1.0 ft
Point Load : D = 0.750 k @ 4.0 ft
Point Load : D = 0.20 k @ 18.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.705: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 10.679ft
106.06 psi=
=
2,850.80psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
290.00 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.366 : 1
0.000 ft=
=
2,010.95psi
Maximum Deflection
0 <360
265
Ratio =0 <180
Max Downward Transient Deflection 0.256 in 1031Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.993 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+0.750Lr+0.750L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.574 0.308 0.90 0.983 1.001.00 1.00 14.02 1,472.0 2,565.7 2.63 261.01.00 80.41.00
1.00+D+L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.705 0.366 1.00 0.983 1.001.00 1.00 19.16 2,011.0 2,850.8 3.46 290.01.00 106.11.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.484 0.255 1.25 0.983 1.001.00 1.00 16.44 1,725.6 3,563.5 3.02 362.51.00 92.51.00
1.00+D+0.750Lr+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.580 0.300 1.25 0.983 1.001.00 1.00 19.69 2,066.5 3,563.5 3.55 362.51.00 108.71.00
1.00+D+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M4
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00Length = 22.0 ft 1 0.572 0.299 1.15 0.983 1.001.00 1.00 17.88 1,876.2 3,278.4 3.25 333.51.00 99.61.00
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.194 0.104 1.60 0.983 1.001.00 1.00 8.41 883.2 4,561.3 1.58 464.01.00 48.21.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+0.750Lr+0.750L 1 0.9932 10.920 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.881 3.531
Max Upward from Load Combinations 3.881 3.531
Max Upward from Load Cases 2.850 2.500
D Only 2.850 2.500
+D+L 3.785 3.435
+D+Lr 3.290 2.940
+D+0.750Lr+0.750L 3.881 3.531
+D+0.750L 3.551 3.201
+0.60D 1.710 1.500
Lr Only 0.440 0.440
L Only 0.935 0.935
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M5
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-05
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-05
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.110, Lr = 0.040, L = 0.0750 , Tributary Width = 1.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.412: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 11.000ft
55.93 psi=
=
2,850.80psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
290.00 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.193 : 1
20.876 ft=
=
1,174.72psi
Maximum Deflection
0 <360
446
Ratio =0 <180
Max Downward Transient Deflection 0.226 in 1169Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.591 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+0.750Lr+0.750L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.272 0.127 0.90 0.983 1.001.00 1.00 6.66 698.5 2,565.7 1.09 261.01.00 33.31.00
1.00+D+L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.412 0.193 1.00 0.983 1.001.00 1.00 11.19 1,174.7 2,850.8 1.83 290.01.00 55.91.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.267 0.125 1.25 0.983 1.001.00 1.00 9.08 952.5 3,563.5 1.48 362.51.00 45.31.00
1.00+D+0.750Lr+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.350 0.164 1.25 0.983 1.001.00 1.00 11.87 1,246.2 3,563.5 1.94 362.51.00 59.31.00
1.00+D+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.322 0.151 1.15 0.983 1.001.00 1.00 10.06 1,055.7 3,278.4 1.64 333.51.00 50.31.00
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M5
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.092 0.043 1.60 0.983 1.001.00 1.00 3.99 419.1 4,561.3 0.65 464.01.00 20.01.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+0.750Lr+0.750L 1 0.5909 11.080 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 2.159 2.159
Max Upward from Load Combinations 2.159 2.159
Max Upward from Load Cases 1.210 1.210
D Only 1.210 1.210
+D+L 2.035 2.035
+D+Lr 1.650 1.650
+D+0.750Lr+0.750L 2.159 2.159
+D+0.750L 1.829 1.829
+0.60D 0.726 0.726
Lr Only 0.440 0.440
L Only 0.825 0.825
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-05
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-05
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.110, Lr = 0.040, L = 0.080 , Tributary Width = 1.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.423: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 11.000ft
57.44 psi=
=
2,850.80psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
290.00 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.198 : 1
20.876 ft=
=
1,206.47psi
Maximum Deflection
0 <360
438
Ratio =0 <180
Max Downward Transient Deflection 0.241 in 1095Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.602 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+0.750Lr+0.750L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.272 0.127 0.90 0.983 1.001.00 1.00 6.66 698.5 2,565.7 1.09 261.01.00 33.31.00
1.00+D+L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.423 0.198 1.00 0.983 1.001.00 1.00 11.50 1,206.5 2,850.8 1.88 290.01.00 57.41.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.267 0.125 1.25 0.983 1.001.00 1.00 9.08 952.5 3,563.5 1.48 362.51.00 45.31.00
1.00+D+0.750Lr+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.356 0.167 1.25 0.983 1.001.00 1.00 12.10 1,270.0 3,563.5 1.98 362.51.00 60.51.00
1.00+D+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.329 0.154 1.15 0.983 1.001.00 1.00 10.29 1,079.5 3,278.4 1.68 333.51.00 51.41.00
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.03.01 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M6
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.092 0.043 1.60 0.983 1.001.00 1.00 3.99 419.1 4,561.3 0.65 464.01.00 20.01.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+0.750Lr+0.750L 1 0.6022 11.080 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 2.200 2.200
Max Upward from Load Combinations 2.200 2.200
Max Upward from Load Cases 1.210 1.210
D Only 1.210 1.210
+D+L 2.090 2.090
+D+Lr 1.650 1.650
+D+0.750Lr+0.750L 2.200 2.200
+D+0.750L 1.870 1.870
+0.60D 0.726 0.726
Lr Only 0.440 0.440
L Only 0.880 0.880
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M7
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-05
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
MicroLam LVL 2.0 E
2,600.0
2,600.0
2,510.0
750.0
2,000.0
1,016.54
285.0
1,555.0 42.010
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-05
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0530, Lr = 0.070 , Tributary Width = 1.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.441: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.500ft
70.94 psi=
=
3,278.65psi
1.75x11.25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
356.25 psi==
Section used for this span 1.75x11.25
Maximum Shear Stress Ratio 0.199 : 1
0.000 ft=
=
1,444.45psi
Maximum Deflection
640
<360
364
Ratio =0 <180
Max Downward Transient Deflection 0.319 in
0
Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.560 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 17.0 ft 1 0.264 0.119 0.90 1.009 1.001.00 1.00 1.91 622.4 2,360.6 0.40 256.51.00 30.61.00
1.00+D+Lr 1.009 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.441 0.199 1.25 1.009 1.001.00 1.00 4.44 1,444.4 3,278.7 0.93 356.31.00 70.91.00
1.00+D+0.750Lr 1.009 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.378 0.171 1.25 1.009 1.001.00 1.00 3.81 1,238.9 3,278.7 0.80 356.31.00 60.81.00
1.00+0.60D 1.009 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 17.0 ft 1 0.089 0.040 1.60 1.009 1.001.00 1.00 1.15 373.4 4,196.7 0.24 456.01.00 18.31.00
.
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M7
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.5598 8.562 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.046 1.046
Max Upward from Load Combinations 1.046 1.046
Max Upward from Load Cases 0.595 0.595
D Only 0.451 0.451
+D+Lr 1.046 1.046
+D+0.750Lr 0.897 0.897
+0.60D 0.270 0.270
Lr Only 0.595 0.595
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M8
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : W = 0.0220 , Tributary Width = 1.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.285: 1
Load Combination +0.60W
Span # where maximum occurs Span # 1
Location of maximum on span 4.000ft
8.55 psi=
=
2,152.80psi
2x6Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +0.60W
=
=
=
288.00 psi==
Section used for this span 2x6
Maximum Shear Stress Ratio 0.030 : 1
7.562 ft=
=
614.40psi
Maximum Deflection
0
<240
194
Ratio =0 <120
Max Downward Transient Deflection 0 in
0
Ratio = <240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.494 in Ratio = >=120
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
n/a
n/a
Span: 1 : +0.60W
n/a
(weak orientation) (weak orientation)
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
0.0 0.00 0.00.0
1.00Length = 8.0 ft 1 0.90 1.300 1.151.00 1.00 1,211.0 0.00 162.01.00 0.01.00
1.00+0.60W 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 8.0 ft 1 0.285 0.030 1.60 1.300 1.151.00 1.00 0.11 614.4 2,152.8 0.05 288.01.00 8.51.00
1.00+0.450W 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 8.0 ft 1 0.214 0.022 1.60 1.300 1.151.00 1.00 0.08 460.8 2,152.8 0.04 288.01.00 6.41.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+0.60W 1 0.4944 4.029 0.0000 0.000
.
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M8
Project Title:
Engineer:
Project ID:
Project Descr:
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.088 0.088
Max Upward from Load Combinations 0.053 0.053
Max Upward from Load Cases 0.088 0.088
+0.60W 0.053 0.053
+0.450W 0.040 0.040
W Only 0.088 0.088
HOLD- 420 W 17th
St3/7/2025
Steel Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M9
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Analysis Method :
ksi
Bending Axis : Major Axis Bending
Completely Unbraced
Allowable Strength Design Fy : Steel Yield : 46.0 ksi
Beam Bracing : E: Modulus : 29,000.0
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight NOT internally calculated and addedLoad for Span Number 1
Uniform Load : W = 0.360 k/ft, Tributary Width = 1.0 ftLoad for Span Number 2
Uniform Load : W = 0.360 k/ft, Tributary Width = 1.0 ft
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.101 : 1
Load Combination +0.60W
Span # where maximum occurs Span # 1
0.7167 k
Mn / Omega : Allowable 6.657k-ft Vn/Omega : Allowable
HSS3x3x5/16Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +0.60W
20.459 k
Section used for this span HSS3x3x5/16
Ma : Applied
Maximum Shear Stress Ratio =0.035 : 1
5.500 ft
0.675k-ft Va : Applied
36,061 >=240.
2870
Ratio =60102 >=120.
Maximum Deflection
Max Downward Transient Deflection 0.038 in 1,721Ratio = >=240.
Max Upward Transient Deflection -0.002 in Ratio =
Max Downward Total Deflection 0.023 in Ratio = >=120.
Max Upward Total Deflection -0.001 in
Span: 2 : W Only
Span: 2 : W Only
Span: 2 : +0.60W
Span: 2 : +0.60W
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios
M V Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length
Dsgn. L = 5.50 ft 1 0.000 11.12 6.66 1.00 1.00 -0.00 34.17 20.46
Dsgn. L = 2.50 ft 2 0.000 11.12 6.66 1.00 1.00 -0.00 34.17 20.46
+0.60W
Dsgn. L = 5.50 ft 1 0.101 0.035 0.51 -0.68 0.68 11.12 6.66 1.61 1.00 0.72 34.17 20.46
Dsgn. L = 2.50 ft 2 0.101 0.026 -0.68 0.68 11.12 6.66 1.00 1.00 0.54 34.17 20.46
+0.450W
Dsgn. L = 5.50 ft 1 0.076 0.026 0.39 -0.51 0.51 11.12 6.66 1.61 1.00 0.54 34.17 20.46
Dsgn. L = 2.50 ft 2 0.076 0.020 -0.51 0.51 11.12 6.66 1.00 1.00 0.41 34.17 20.46
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
W Only 1 0.0383 2.442 0.0000 0.000
W OnlyW Only 2 0.0116 2.500 -0.0017 0.470
.
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.785 2.095
Max Upward from Load Combinations 0.471 1.257
Max Upward from Load Cases 0.785 2.095
+0.60W 0.471 1.257
HOLD- 420 W 17th
St3/7/2025
Steel Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M9
Project Title:
Engineer:
Project ID:
Project Descr:
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
+0.450W 0.353 0.943
W Only 0.785 2.095
HOLD- 420 W 17th
St3/7/2025
Steel Column
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M10
Project Title:
Engineer:
Project ID:
Project Descr:
.Code References
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Steel Stress Grade
Top & Bottom PinnedAnalysis Method :
8.0Overall Column Height
Top & Bottom FixityAllowable Strength
Fy : Steel Yield
ksi29,000.0
ksi
Steel Section Name :HSS3x3x5/16
46.0
ft
E : Elastic Bending Modulus
Unbraced Length for buckling ABOUT X-X Axis = 8 ft, K = 1.0
Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 1.0
Brace condition :
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 84.640 lbs * Dead Load Factor
AXIAL LOADS . . .
Axial Load at 8.0 ft, W = 2.10 k
.DESIGN SUMMARY
PASS Max. Axial+Bending Stress Ratio =0.02825
Location of max.above base 0.0 ft
1.345 k
47.595 k
0.0 k-ft
Load Combination +D+0.60W
Load Combination 0.0
6.657 k-ft
Bending & Shear Check Results
PASS Maximum Shear Stress Ratio =
0.0 k
0.0 : 1
Location of max.above base 0.0 ft
At maximum location values are . . .
: 1
At maximum location values are . . .
k
6.657 k-ft
0.0 k-ft
Pa : Axial
Pn / Omega : Allowable
Ma-x : Applied
Mn-x / Omega : Allowable
Ma-y : Applied
Mn-y / Omega : Allowable
Va : Applied
Vn / Omega : Allowable
Maximum Load Reactions . .
Top along X-X 0.0 k
Bottom along X-X 0.0 k
Top along Y-Y 0.0 k
Bottom along Y-Y 0.0 k
Maximum Load Deflections . . .
Along Y-Y 0.0 in at 0.0ft above base
for load combination :
Along X-X 0.0 in at 0.0ft above base
for load combination :
0.0
.
Maximum Axial + Bending Stress Ratios Maximum Shear Ratios
Load Combination Stress Ratio Location Stress Ratio Status LocationStatus
Load Combination Results
Cbx Cby KxLx/Rx KyLy/Ry
D Only PASS PASS0.00 0.000 0.00 ftft0.002 1.00 1.00 88.89 88.89
+D+0.60W PASS PASS0.00 0.000 0.00 ftft0.028 1.00 1.00 88.89 88.89
+D+0.450W PASS PASS0.00 0.000 0.00 ftft0.022 1.00 1.00 88.89 88.89
+0.60D+0.60W PASS PASS0.00 0.000 0.00 ftft0.028 1.00 1.00 88.89 88.89
+0.60D PASS PASS0.00 0.000 0.00 ftft0.001 1.00 1.00 88.89 88.89
.
k k-ft
Note: Only non-zero reactions are listed.
Load Combination
X-X Axis Reaction Y-Y Axis ReactionAxial Reaction
@ Base @ Top@ Base @ Base @ Top
Maximum Reactions
@ Base @ Base@ Top @ Top
Mx - End Moments My - End Moments
D Only 0.085
+D+0.60W 1.345
+D+0.450W 1.030
+0.60D+0.60W 1.311
+0.60D 0.051
W Only 2.100
k k-ft
Item
X-X Axis Reaction Y-Y Axis ReactionAxial Reaction
@ Base @ Top@ Base @ Base @ Top
Extreme Reactions
Extreme Value @ Base @ Base@ Top @ Top
Mx - End Moments My - End Moments
MaximumAxial @ Base 2.100
Minimum" 0.051
HOLD- 420 W 17th
St3/7/2025
Steel Column
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M10
Project Title:
Engineer:
Project ID:
Project Descr:
k k-ft
Item
X-X Axis Reaction Y-Y Axis ReactionAxial Reaction
@ Base @ Top@ Base @ Base @ Top
Extreme Reactions
Extreme Value @ Base @ Base@ Top @ Top
Mx - End Moments My - End Moments
MaximumReaction, X-X Axis Base 0.085
Minimum" 0.085
MaximumReaction, Y-Y Axis Base 0.085
Minimum" 0.085
MaximumReaction, X-X Axis Top 0.085
Minimum" 0.085
MaximumReaction, Y-Y Axis Top 0.085
Minimum" 0.085
MaximumMoment, X-X Axis Base 0.085
Minimum" 0.085
MaximumMoment, Y-Y Axis Base 0.085
Minimum" 0.085
MaximumMoment, X-X Axis Top 0.085
Minimum" 0.085
MaximumMoment, Y-Y Axis Top 0.085
Minimum" 0.085
.Maximum Deflections for Load Combinations
Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance
D Only 0.0000 0.000 0.000 ftft inin 0.000
+D+0.60W 0.0000 0.000 0.000 ftft inin 0.000
+D+0.450W 0.0000 0.000 0.000 ftft inin 0.000
+0.60D+0.60W 0.0000 0.000 0.000 ftft inin 0.000
+0.60D 0.0000 0.000 0.000 ftft inin 0.000
W Only 0.0000 0.000 0.000 ftft inin 0.000
.Steel Section Properties :HSS3x3x5/16
R xx =
1.080
in
Depth = 3.000 in
R yy =
1.080
in
J = 5.940 in^4
Width = 3.000 in
Wall Thick
=
0.313 in Zx = 2.900 in^3
Area
=
2.940 in^2
Weight = 10.580 plf
I xx = 3.45 in^4
S xx = 2.30 in^3Design Thick = 0.291 in
I yy = 3.450 in^4 C = 4.180 in^3
S yy = 2.300 in^3
Ycg = 0.000 in
HOLD- 420 W 17th
St3/7/2025
Steel Column
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M10
Project Title:
Engineer:
Project ID:
Project Descr:
Sketches
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M11
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.2
900
900
1350
625
1600
580
180
575 31.21
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.030, Lr = 0.040 , Tributary Width = 1.0 ft
Point Load : W = 2.10 k @ 8.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.616: 1
Load Combination +D+0.60W
Span # where maximum occurs Span # 1
Location of maximum on span 8.000ft
34.15 psi=
=
1,584.00psi
4x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+0.750Lr+0.450W
=
=
=
288.00 psi==
Section used for this span 4x12
Maximum Shear Stress Ratio 0.119 : 1
15.066 ft=
=
975.24psi
Maximum Deflection
409
<360
551
Ratio =0 <180
Max Downward Transient Deflection 0.469 in
0
Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.348 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : W Only
n/a
Span: 1 : +D+0.60W
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.0 ft 1 0.175 0.050 0.90 1.100 1.001.00 1.00 0.96 156.0 891.0 0.21 162.01.00 8.11.00
1.00+D+Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.294 0.084 1.25 1.100 1.001.00 1.00 2.24 364.1 1,237.5 0.49 225.01.00 18.81.00
1.00+D+0.750Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.252 0.072 1.25 1.100 1.001.00 1.00 1.92 312.1 1,237.5 0.42 225.01.00 16.21.00
1.00+D+0.60W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.616 0.111 1.60 1.100 1.001.00 1.00 6.00 975.2 1,584.0 0.84 288.01.00 32.11.00
1.00+D+0.750Lr+0.450W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
HOLD- 420 W 17th
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Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M11
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00Length = 16.0 ft 1 0.585 0.119 1.60 1.100 1.001.00 1.00 5.70 926.5 1,584.0 0.90 288.01.00 34.21.00
1.00+D+0.450W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.486 0.091 1.60 1.100 1.001.00 1.00 4.74 770.4 1,584.0 0.68 288.01.00 26.11.00
1.00+0.60D+0.60W 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.576 0.100 1.60 1.100 1.001.00 1.00 5.62 912.8 1,584.0 0.76 288.01.00 28.81.00
1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.059 0.017 1.60 1.100 1.001.00 1.00 0.58 93.6 1,584.0 0.13 288.01.00 4.81.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
W Only 1 0.4686 8.000 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.050 1.050
Max Upward from Load Combinations 0.953 0.953
Max Upward from Load Cases 1.050 1.050
D Only 0.240 0.240
+D+Lr 0.560 0.560
+D+0.750Lr 0.480 0.480
+D+0.60W 0.870 0.870
+D+0.750Lr+0.450W 0.953 0.953
+D+0.450W 0.713 0.713
+0.60D+0.60W 0.774 0.774
+0.60D 0.144 0.144
Lr Only 0.320 0.320
W Only 1.050 1.050
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M12
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2900
2900
2900
750
2200
1118.19
290
2025 45.07
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.030, Lr = 0.040 , Tributary Width = 1.0 ft
Point Load : W = 2.10 k @ 5.0 ft
Point Load : W = 2.10 k @ 10.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.185: 1
Load Combination +D+0.60W
Span # where maximum occurs Span # 1
Location of maximum on span 9.956ft
39.94 psi=
=
4,561.28psi
5.25x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+0.60W
=
=
=
464.00 psi==
Section used for this span 5.25x14.0
Maximum Shear Stress Ratio 0.086 : 1
0.000 ft=
=
845.96psi
Maximum Deflection
527
<360
733
Ratio =0 <180
Max Downward Transient Deflection 0.500 in
0
Ratio = >=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.360 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : W Only
n/a
Span: 1 : +D+0.60W
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.049 0.023 0.90 0.983 1.001.00 1.00 1.82 127.0 2,565.7 0.30 261.01.00 6.01.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.083 0.039 1.25 0.983 1.001.00 1.00 4.24 296.3 3,563.5 0.69 362.51.00 14.11.00
1.00+D+0.750Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.071 0.033 1.25 0.983 1.001.00 1.00 3.63 254.0 3,563.5 0.59 362.51.00 12.11.00
1.00+D+0.60W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.185 0.086 1.60 0.983 1.001.00 1.00 12.09 846.0 4,561.3 1.96 464.01.00 39.91.00
HOLD- 420 W 17th
St3/7/2025
Wood Beam
LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023
DESCRIPTION:M12
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+D+0.750Lr+0.450W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.174 0.081 1.60 0.983 1.001.00 1.00 11.32 791.8 4,561.3 1.84 464.01.00 37.51.00
1.00+D+0.450W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.146 0.068 1.60 0.983 1.001.00 1.00 9.52 665.9 4,561.3 1.54 464.01.00 31.51.00
1.00+0.60D+0.60W 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.174 0.081 1.60 0.983 1.001.00 1.00 11.37 795.6 4,561.3 1.84 464.01.00 37.51.00
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.017 0.008 1.60 0.983 1.001.00 1.00 1.09 76.2 4,561.3 0.18 464.01.00 3.61.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
W Only 1 0.5002 10.358 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 2.768 1.432
Max Upward from Load Combinations 1.991 1.304
Max Upward from Load Cases 2.768 1.432
D Only 0.330 0.330
+D+Lr 0.770 0.770
+D+0.750Lr 0.660 0.660
+D+0.60W 1.991 1.189
+D+0.750Lr+0.450W 1.906 1.304
+D+0.450W 1.576 0.974
+0.60D+0.60W 1.859 1.057
+0.60D 0.198 0.198
Lr Only 0.440 0.440
W Only 2.768 1.432
HOLD- 420 W 17th
St3/7/2025
BIG SAVER FOODS, INC.
4260 Charter St,
Vernon, CA 90058
December 21, 2023
CITY OF SANTA ANA PLANNING DEPARTMENT
20 Civic Center Plaza
Santa Ana, CA 92701
Subject: Pledge to Address Fire Suppression System and OCFA Block for Tenant Improvement
Project
Dear Planning Department Official David Chavez,
I am writing on behalf of BIG SAVER FOODS, INC. to express our commitment to ensuring
compliance with all fire safety regulations as part of our upcoming tenant improvement project at
420 W 17Th Street Santa Ana CA, 92706. As we move forward with the construction, we
understand the critical importance of addressing the fire suppression system and the OCFA block
requirements, to ensure the safety and well-being of our occupants.
We recognize the importance of these components in meeting the necessary safety standards set
forth by the City of Santa Ana and the Orange County Fire Authority (OCFA). Our commitment
includes:
1. Engage certified professionals to conduct a comprehensive assessment of the existing fire
suppression system and OCFA block.
2. Implement all necessary modifications and upgrades as recommended promptly.
3. Collaborating with authorities for necessary permits and inspections.
4. Ensure the process is completed prior to final inspection.
As we progress with the construction, we will keep the Planning and Building Departments
informed of our progress and provide any required documentation promptly.
We appreciate the support and guidance and look forward to contributing to the safety and
prosperity of the Santa Ana community.
Thank you for your attention to this matter. Should you require any additional information or
clarification, please do not hesitate to contact me at 323-582-7222 ext. 242 or via email
jhuerta@bigsaverfoods.com.
Sincerely,
Jose Huerta
Chief Executive Officer
323-582-7222 ext. 242
jhuerta@bigsaverfoods.com
HOLD- 420 W 17th
St3/7/2025
GREASE INTERCEPTOR MEMORANDUM
To: Uka Solanki – Applicant Date: April 25, 2024
From: Hector Medina – Assistant Engineer, PWA
Water Resources Division
Location: 420 W. 17TH ST. – BIG SAVER FOODS
The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease
(FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows:
A Gravity Grease Interceptor (GGI) is required at this FSE
☒ This FSE shall install a Gravity Grease Interceptor (GGI).
☐ This FSE shall maintain the existing Gravity Grease Interceptor (GGI).
This FSE qualifies for at least one of the following condition(s):
This is a new FSE, or;
This is an existing FSE undergoing remodeling, or;
This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to
continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged
to the sewer system.
C/c: Water Resources Division
Planning & Building Agency
OC Health Care Agency
Public Works Agency (Development)
EEC Environmental
Applicant
HOLD- 420 W 17th
St3/7/2025
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
HOLD- 420 W 17th
St3/7/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
HOLD- 420 W 17th
St3/7/2025