Att 06 - Dental Final Drawing 6 of 6.pdf

DN

G F

C I

GFCIGFCI

A B C D E F G J K ML

H

3.3

F.6

7.7

J.6

6.8

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

S L O

P E

RIDGE

RIDGE

S L

O P

E

RTU

CU

CU

CU

EF

EF

EF

2 7

5 7

3 1

3 1

3 1

QL1-6,8

QL1-2,4

QL1-13

QL1-17

QL1-15

PNL QH1, CKT. 1, 3, 5

3#8 & 1#10 GND

3/4" C

NL3-19

NL3-19

PNL QL1, CKT. 13, 15, 17

6#10 & 1#10 GND

3/4"C

PNL QL1, CKT. 2,4,6,8

4#10 & 1#10 GND

3/4"C

NL3-19

PNL NL3, CKT. 19

2#12 & 1#12 GND

3/4"C

SWBD ESB

3-#1/0 & 1#6 GND

2" C

WP WP

WP

1. FOR SIMPLICITY AND CLARITY BRANCH FEEDER CONDUIT AND WIRES IS

NOT SHOWN ON THE DRAWING. ONLY CIRCUIT NUMBER TO THE

EQUIPMENT IS SHOWN. CONTRACTOR SHALL PROVIDE AND INSTALL

BRANCH FEEDER CONDUITS, OUTLET BOXES, WIRE AND JUNCTION

BOXES FOR NEW WIRING INSTALLATION. CONTRACTOR SHALL PROVIDE

CONDUITS AND WIRES MEETING NEC AND VAMC REQUIREMENTS,

UNLESS OTHERWISE NOTED.

2. MINIMUM WIRE SIZE SHALL BE AWG #12 FOR POWER AND AWG #14 FOR

CONTROL.

GENERAL NOTES

3. ALL OUTDOOR ELECTRICAL CONDUITS SHALL BE RGS. CONDUIT WHICH

LIES ON THE ROOF TOP SHALL BE MOUNTED ON CHANNEL

PLASTIC/RUBBER SUPPORT, COOPER B-LINE DURA-BLOCK D8 SERIES

OR EQUAL, ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE IN NEMA

3R ENCLOSURES, UNLESS OTHERWISE NOTED.

4. ROUTE CONDUITS BELOW ROOF AND PENETRATE THRU ROOF AT

EQUIPMENT LOCATION.

5. PROVIDE ALL THE REQUIRED CONTROL AND SIGNAL CONDUITS AND

WIRING PER MANUFACTURER'S RECOMMENDATION.

6. PROVIDE WATER TIGHT SEALS FOR ALL EXTERIOR PENETRATIONS.

7. SEE MECHANICAL DRAWINGS ON MECHANICAL EQUIPMENT

INSTALLATION REQUIREMENTS.

8. REFER TO SHEET EP204 FOR SCHEMATIC DIAGRAM DETAILS.

1 PROVIDE 20A, 120/277V, 2 POLE TOGGLE SWITCH IN A NEMA 3R

PADLOCKABLE ENCLOSURE.

2 PROVIDE 30A, 240V, 2 POLE NON-FUSIBLE SAFETY SWITCH IN A NEMA 3R

PADLOCKABLE ENCLOSURE.

3 PROVIDE FREE STANDING SELF SUPPORTING STAND, AS REQUIRED.

4 3/4"C FOR CONTROL AND SIGNAL WIRING TO INDOOR UNITS.

5 PROVIDE 60A, 600V; 3 POLE NON-FUSED SAFETY SWITCH IN A NEMA 3R

PADLOCKABLE ENCLOSURE.

6 3/4"C FOR CONTROL AND SIGNAL WIRING, TO INDOOR UNITS BRANCH

SELECTOR UNIT.

7 PROVIDE MOUNTING SUPPORT, AS REQUIRED.

SHEET NOTES

8 PROVIDE 200A, 3 POLE, 600V NON-FUSIBLE HEAVY DUTY DISCONNECT

SWITCH IN A NEMA 3R PADLOCKABLE ENCLOSURE.

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

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PROFESS IONAL

ENG

INE

ERA

U

G

UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:35 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP203

ELECTRICAL ROOF PLAN FOR

MECHANICAL EQUIPMENT

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

1/8" = 1'-0" EP203

1 ELECTRICAL ROOF PLAN FOR MECHANICAL EQUIPMENT

NORTH

Revisions: Date:

L1

L2

G

L1

L2

G

15/2

30A

2 POLE

DISCONNECT SWITCH

25/2

2#10 & 1#10 GND

3/4"C

OUTDOOR UNIT

L1 L2 G INDOOR UNIT

CONTROL & SIGNAL WIRING

3/4"C

1-FCU-1 / 1-CU-1 & 1-FCU-2 / 1-CU-2

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

TE

RED

PROFESS IONAL

ENG

INE

ERA

U

G

UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:36 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP204

MECHANICAL ROOF EQUIPMENT

SCHEMATIC DIAGRAM

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

1/4" = 1'-0" EP204

1 SCHEMATIC DIAGRAM

37 38

NL1 (SEC. 1)

TBD

225 A 225A, 120/208V, 3Ø, 4W

RM. 1040B

SURFACE

RECEPT. RM 1001

MONITOR RM 1001

0.82

22 KAIC

0.72RECEPT. RM 1003

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

5.52

34.02

10.86 11.4

94.43 A

5.34 5.75.7

0.82

0.72

0.82

0.72

0.82

RECEPT. RM 1005

MONITOR RM 1005

RECEPT. RM 1007

RECEPT. RM 1009

MONITOR RM 1009

RECEPT. RM 1011

RECEPT. RM 1013

MONITOR RM 1013

RECEPT. RM 1015

RECEPT. RM 1017

MONITOR RM 1017

RECEPT. RM 1019

RECEPT. RM 1025

MONITOR RM 1025

RECEPT. RM 1027

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

0.82

0.72

REMARKS:

5.8 11.76 5.96

RECEPT. RM 1029

MONITOR RM 1029

RECEPT. RM 1031

RECEPT. RM 1021

MONITOR RM 1021

RECEPT. RM 1023

0.82

0.9

1.08

1.08

RECEPT. RM 1001

RECEPT RM 1010, 1C02, 1C03

RECEPT. RM 1010

0.82

0.72

0.82

0.72

1.08

RECEPT. RM 1033

MONITOR RM 1033

RECEPT. RM 1006

MONITOR RM 1006

RECEPT. RM 1004, 1008, 1C02

RECEPT. RM 1010

RECEPT. RM 1010

0.72

1.08

1.08

RECEPT. RM 1010

RECEPT. RM 1003

MONITOR RM 1003

RECEPT. RM 1005

RECEPT. RM 1007

MONITOR RM 1007

RECEPT. RM 1009

RECEPT. RM 1011

MONITOR RM 1011

RECEPT. RM 1013

RECEPT. RM 1015

MONITOR RM 1015

RECEPT. RM 1017

RECEPT. RM 1019

MONITOR RM 1019

RECEPT. RM 1021

RECEPT. RM 1023

MONITOR RM 1023

RECEPT. RM 1025

RECEPT. RM 1027

MONITOR RM 1027

RECEPT. RM 1029

RECEPT. RM 1031

MONITOR RM 1031

RECEPT. RM 1033

MONITOR RM 1033

RECEPT. RM 1006, 1004, 1C01

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

79 80

NL1 (SEC. 2)

TBD

MLO 225A, 120/208V, 3Ø, 4W

RM. 1040B

SURFACE

RECEPT. RM 1010 1.08

22 KAIC

1.08RECEPT. RM 1004

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

5.12

30.68

11.02 10.34

85.16 A

5.9 4.825.52

0.9

1.08

1.08

0.72

0.82

RECEPT. RM 1002, 1C04

RECEPT. RM 1018

RECEPT. RM 1004

RECEPT. RM 1006

(PATIENT LIFT)

TRACK DENTAL LIGHT

RM 1013, 1015, 1017, 1019, 1006, 1018

RECEPT. XRAY RM 1001, 1003

RECEPT. RM 1040

0.72

0.72

0.2

0.6

0.6

0.6

0.6

0.6

0.6

0.72

0.72

0.72

0.5

0.72

0.2

0.6

0.7

0.6

0.6

0.6

0.6

0.6

0.9

REMARKS:

4.82 9.32 4.5

RECEPT. RM 1038

RECEPT. REFIRGERATOR RM 1036

0.9

0.9

1.08

0.9

RECEPT. RM 1004

RECEPT RM 1028, 1C06, RECEPTION

RECEPT. RM 1000B, 1000C

0.72

0.72

0.72

0.72

0.9

RECEPT. RM 1035, 1C05

RECEPT. RM 1034

RECEPT. RM 1030

RECEPT. RM 1000A

RECEPT. RM 1022, RECEPTION

1.08

0.9

0.36

RECEPT. RM 1000A

RECEPT. RM 1004

RECEPT. RM 1018

RECEPT. RM 1014

MONITOR RM 1014

RECEPT. RM 1014

(PATIENT LIFT)

TRACK DENTAL LIGHT

RM 1001, 1003, 1005, 1007, 1009, 1011

RECEPT. XRAY RM 1005, 1007

RECEPT. RM 1038

RECEPT. RM 1036

RECEPT. RM 1037, 1C02

RECEPT. RM 1020

RECEPT. RM 1032

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

RECEPT. XRAY RM 1009, 1011

RECEPT. XRAY RM 1017, 1019

RECEPT. XRAY RM 1025, 1027

RECEPT. XRAY RM 1033

RECEPT. RM 1012

TRACK DENTAL LIGHT

RM 1021, 1023, 1025, 1027, 1029, 1031, 1033

RECEPT. XRAY RM 1013, 1005

RECEPT. XRAY RM 1021, 1023

RECEPT. XRAY RM 1029, 1031

RECEPT. XRAY RM 1006

RECEPT. XRAY RM 1040, 1040A, 1040B

37 38

NL2

TBD

225 A 225A, 120/208V, 3Ø, 4W

RM. 1040B

SURFACE

RECEPT. RM 1000 0.9

22 KAIC

0.72RECEPT. EXTERIOR WALL

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

6.76

33.34

11.73 12.13

121.69 A

8.47 7.028.61

0.36

0.9

0.9

0.9

1.1

RECEPT. ROOF TOP

DENTAL WORKSTATION RM 1016

RECEPT. RM 1016

RECEPT. RM 1016

RECEPT. RM 1016

0.5

0.5

0.72

0.72

0.72

0.72

0.67

0.67

0.67

0.67

2.5

2.5

2.5

2.5

0.6

1.5

0.22

0.11

0.37

REMARKS:

6.77 9.48 6.21

208V RECEPTACLE

RM 1016

0.8

0.8

1.0

1.0

RECEPT. RM 1000

0.2

RECEPT. EXTERIOR WALL

RECEPT. RM 1016

PLUGSTRIP RM 1016

DUST COLLECTOR RM 1016

DENTAL DRYING OVEN

WATER PUMP / SOLENOID RM 1016

REVERSE OSMOSIS SYSTEM RM 1012, ROS 1

BOTTLE FILLING STATION

MASTER THERMOSTATIC MIXING VALVE, TMV-2

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

DENTAL WORKSTATION RM 1016

RECEPT. RM 1016

208V RECEPTACLE

RM 1016

208V RECEPTACLE

RM 1016 (CASTING MACHINE)

BOILING / CURING

UNIT RM 1016

MODEL TRIMMER

WITH BRAKE

SINTERING OVEN

PLUGSTRIP RM 1016

PLUGSTRIP RM 1016

PLUGSTRIP RM 1016

PLUGSTRIP RM 1016

1.1

1.1

1.1

1.1

DENTAL VACUUM

SYSTEM

#1

1.75

1.75

1.75

DENTAL VACUUM

SYSTEM

#2

1.75

1.75

1.75

SPACE

1 PROVIDE GFCI CIRCUIT BREAKER

37 38

NL3

TBD

225 A 225A, 120/208V, 3Ø, 4W

RM. 1040B

SURFACE

TU-1 2.0

22 KAIC

2.0TU-3

1.5TU-5

1.5

1.5

2.0

2.5

2.0

2.5

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

6.54

44.04

14.54 15

122.24A

8 9.55.5 6 14.5 8.5

SPACESPACE

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

REMARKS:

TU-7

TU-9

TU-11

TU-13

TU-17

TU-21

RECEPT. ROOF TOP

SPARE

TU-2

TU-4

TU-6

TU-8

TU-10

TU-12

TU-14

TU-18

TU-20

TU-22

SPARE

2.0

2.0

1.5

1.5

5.0

2.0

2.0

2.5

5.0

2.5

SPARE

SPARE

PROVIDE SPD (SURGE PROTECTION DEVICE)

0.54

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

TE

RED

PROFESS IONAL

ENG

INE

ERA

U

G

UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:40 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP301

PANEL SCHEDULES

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

NL1 (SEC. 1)

NL1 (SEC. 2)

NL2

NL3

NH1

TBD

100 A 100A, 277/480V, 3Ø, 4W

RM. 1040B

SURFACE

LIGHTING OPERATORY RM. 1001-1019,

RM. 1002, 1004, 1006, 1008, 1C01, 1C02

0.93

22 KAIC

0.79

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

7.23

35.81

13.07 11.6

43.07 A

5.84 5.815.79

0.6

0.84

0.81

0.54

LIGHTING - PARKING LOT 1.3

REMARKS:

5.6 11.14 5.54

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

LIGHTING RM. 1012, 1016, 1020, 1035,

1036, 1037, 1038, 1C07, 1C05, 1C06

LIGHTING - EXTERIOR WALLS

SPARE

WATER HEATER #1

SPACE

LIGHTING OPERATORY RM. 1021-1033,

RM. 1010, 1018, 1C03, 1C04

LIGHTING RM. 1000, 100A, 1022, 1028,

1032, 1034, PORTICO

SPARE

SPARE

LIGHTING - ROOF TOP

WATER HEATER #2

SPACE

17 18

CH1

TBD

100 A 100A, 277/480V, 3Ø, 4W

RM. 1040A

SURFACE

LIGHTING OPERATORY RM. 1001-1019,

RM. 1002, 1004, 1006, 1008

0.55

22 KAIC

0.84

1.1

0.29

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

LIGHTING RM. 1012, 1016, 1035A, 1037A,

1037, 1038, 1040, 1040A, 1040B

SPARE

LIGHTING OPERATORY RM. 1021-1033,

RM. 1010, 1014, 1018

LIGHTING RM. 1000, 100A, 1024, 1028,

1000B, 1000C

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

7.1

22.43

8.2 7.68

26.97 A

1.1 0.297.39

REMARKS:

6.55 6.55 0

SPACE

SPARE

SPARE

SPARE

TRANSFORMER

TC1

6.55

6.55

6.55

PROVIDE SPD (SURGE PROTECTION DEVICE)

37 38

CL1

TBD

100A 100A, 120/208V, 3Ø, 4W

RM. 1040A

SURFACE

RECEPT. RM 1001 0.72

22 KAIC

0.72RECEPT. RM 1005

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

3.08

25.18

6.68 9.96

69.9 A

3.6 6.263.7

0.72

0.72

0.72

0.72RECEPT. RM 1009

RECEPT. RM 1013

RECEPT. RM 1017

RECEPT. RM 1021

RECEPT. RM 1025

RECEPT. RM 1029

RECEPT. RM 1033

RECEPT. RM 1018

MEDICAL GAS PANEL

0.72

0.72

0.72

0.72 0.72

0.72

0.72

0.72

1.1

0.18

REMARKS:

3.2 8.54 5.34

RECEPT. RM 1002

RECEPT. RM 1026

RECEPT. RM 1003

RECEPT. RM 1007

RECEPT. RM 1011

RECEPT. RM 1015

RECEPT. RM 1019

RECEPT. RM 1023

RECEPT. RM 1027

RECEPT. RM 1031

RECEPT. RM 1006, 1008

RECEPT. RM 1014

RECEPT. RM 1024

RECEPT. RM 1041

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

SPACE

SPARE

OMNICELL 0.5

0.72

0.72

0.72

0.54

0.54

0.2

PROVIDE SPD (SURGE PROTECTION DEVICE)

0.72

0.72

0.72

OMNICELL 0.5

RECEPT. RM 1040

1OMNICELL

0.36

0.5

0.5 TCP

SINK, WATER CLOSET, URINAL

TRANSFORMER

SPARE

0.5

RECEPT RM 1024

L6 - 30R RECEPT FOR 5KVA UPS RM 1024

0.36

2.5

2.5

17 18

LSL1

TBD

50 A 50A, 120/208V, 3Ø, 4W

RM. 1040A

SURFACE

0.5

22 KAIC

0.5

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

2.0

10.4

3.5 3.6

28.9 A

1.5 3.00.6

0.5

0.5

0.1

0.1

REMARKS:

1.8 3.3 1.5

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

ACCESS DOOR POWER SUPPLY

CCTV PANEL

ACCESS CONTROL PANEL

FIRE ALARM CONTROL UNIT

EXTERIOR ALARM BELL

SPARE

CALL FOR ASSISTANCE

MED GAS MANIFOLD PNL

SMOKE / FIRE DAMPER 1.0

DUCT SMOKE DETECTOR 1.2

1.5

1.5

1.5

MED GAS MANIFOLD PNL

MED GAS MANIFOLD PNL

SPARE

MED GAS ALARM PNL

SPACE

1.5

PROVIDE SPD (SURGE PROTECTION DEVICE)

LSH1

TBD

50 A 50A, 277/480V, 3Ø, 4W

RM. 1040A

SURFACE

0.38

22 KAIC

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

2.04

5.41

2.09 1.66

6.5 A

0.05 0.01.66

1.66

REMARKS:

1.66 1.66 0.0

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

LIGHTING 1C01, 1C02, 1C03, 1C04, 1C05,

1C07

TRANSFORMER

TLS1

SPARE

SPARE

SPACE

EXIT LIGHTS, EXTERIOR LIGHTS ACCESS DOOR0.05

1.66

1.66

PROVIDE SPD (SURGE PROTECTION DEVICE)

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

TE

RED

PROFESS IONAL

ENG

INE

ERA

U

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UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:44 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP302

PANEL SCHEDULES

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

NH1 LSH1

CL1CH1

LSL1

NIC

17 18

TN1

TBD

225 A 225A, 277/480V, 3Ø, 4W

RM. 1040A

SURFACE

21.3

22 KAIC

PANEL NL1 (SEC 1 & 2)

11.11

14.5

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

46.91

140.73 169.28 A

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

REMARKS:

SPACE

PROVIDE SPD (SURGE PROTECTION DEVICE)

21.3

21.3

PANEL NL2 11.11

11.11

PANEL NL3 14.5

14.5

46.91 46.91 46.91 46.91 46.91

QH1

TBD

200 A 200A, 120/208V, 3Ø, 4W

RM. 1040A

SURFACE

3.37

22 KAIC

CONDENSING UNIT CU-3

1.83

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

31.23

93.69 112.7 A

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

REMARKS:

SPACE

PROVIDE SPD (SURGE PROTECTION DEVICE)

3.37

3.37

DENTAL VACUUM SYSTEM #1

1.83

1.83

1.83

DENTAL VACUUM SYSTEM #2

1.83

1.83

TRANSFORMER TQ-1

24.2

24.2

24.2

SPARE

SPARE

SPARE

31.23 31.23 31.23 31.23 31.23

QL1

TBD

150 A 150A, 120/208V, 3Ø, 4W

RM. 1040A

SURFACE

3.33

22 KAIC

DENTAL AIR COMPRESSOR #1

CKT LOAD KVA

AØ BØ CØ

CIR.

NO.

AMP

P

SERVING

BUS:

LOCATION:

CØAØ BØCØBØAØ

CKT LOAD KVA

P

SERVING

AIC RATING:

CIR.

NO.

AMP

PANEL:

TYPE:

MAIN C.B.:

MOUNTING:

8.34

29.62 82.2 A

CØAØ

TOTALS

BØ

TOTAL CONNECTED AMPS:

CONNECTED LOAD IN KVA

TOTAL CONN. LOAD IN KVA:

REMARKS:

PROVIDE SPD (SURGE PROTECTION DEVICE)

3.33

3.33

1.18

0.70

0.70

1.5

SPARE

5.56 4.56 11.18 9.22 9.22

3.33

DENTAL AIR COMPRESSOR #2

BRANCH SELECTOR

0.03

0.03

EF-1

EF-2

EF-3

CONTROL PANEL RM 1040

TU-15

TCP

CU-1

1.37

1.37

CU-2

1.37

1.37

FCU-3

0.24

0.24

FCU-4

0.05

0.05

FCU-5

0.05

0.05

TU-16

TU-19

SPACE

2.84 3.66 4.66

0.5

0.5

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

TE

RED

PROFESS IONAL

ENG

INE

ERA

U

G

UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:46 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP303

PANEL SCHEDULES

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

TN1

QH1

QL1

(4) #4 VERTICAL REINFORCING

BARS. TIE TO ANCHOR BOLTS

#3 HORIZONTAL REINFORCING

AROUND ANCHOR BOLTS AND

VERTICAL BARS. TIE WITH #14

BLACK WIRE

ROUND

BASE

M

IN

IM

U

M

GENERAL NOTES:

1. BACKFILL, CONCRETE, REINFORCING

STEEL, & ANCHOR BOLTS ARE SHOWN

FOR REFERENCE ONLY. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

2. REFER TO SPECIFICATION SECTION 26

56 00 FOR MOUNTING & LEVELING

REQUIREMENTS.

LIGHT POLE PER LIGHT

FIXTURE SCHEDULE

76x127mm (3"x5") REINFORCED

HAND HOLE WITH TAMPER

RESISTANT SCREWS. PROVIDE

IN-LINE SCREW-TYPE FUSE

HOLDER(S) WITH FUSE(S).

POLE GROUNDING STUD

2-PIECE BOLT COVER PLATE.

PVC CONDUIT ADAPTER

COUPLING

PVC CONDUIT

PVC TAPED

RIGID STEEL CONDUIT

UNDISTURBED SOIL OR

SELECT BACKFILL

COMPACTED, SEE

NOTE BELOW.

FINISHED GRADE

ANCHOR BOLTS PER POLE MANUFACTURER'S

REQUIREMENTS WITH LEVELING NUTS ABOVE &

BELOW BASE PLATE

25mm (1") EMPTY CONDUIT WITH

CAP (WHERE SHOWN ON PLANS)

#4 BARE COPPER

GROUND 6096mm (20'-0")

COILED BELOW BASE

CONCRETE BASE &

REINFORCING STEEL, SEE

NOTE BELOW.

24"

M

IN

IM

U

M

M

IN

IM

U

M

TOP OF CONCRETE BASE LEVEL AND

TROWEL SMOOTH

1" CHAMFER

SONOTUBE BASE UNDERGROUND

FACTORY SUPPLIED TEMPLATE

MUST BE USED WHEN SETTING

ANCHOR BOLTS

ANCHOR BOLT

LUMINAIRE

SUSPENSION WIRES

(#10 MIN)

ATTACHED TO

STRUCTURE

(TYP EA. CORNER)

3 TWIST

MINIMUM (TYP)

FIXTURE WHIP FROM

JUNCTION BOX

(6FT. LONG MAX.)

CEILING MAIN BEAM

GYPSUM BOARD (TYP)

LUMINAIRE

. REFER TO

SCHEDULE

LUMINAIRE MANUFACTURER'S

EARTHQUAKE CLIP, (4) PER

FIXTURE AT CORNERS. ATTACH

WITH SHEET METAL SCREW

CEILING CROSS BEAM

GYPSUM BOARD

CEILING CROSS BEAM

LUMINAIRE.

REFER TO

SCHEDULE

DRYWALL BORDER

LUMINAIRE

SUSPENSION WIRES

(#10 MIN)

ATTACHED TO

STRUCTURE

(TYP EA. CORNER)

3 TWIST

MINIMUM (TYP)

FIXTURE WHIP

FROM JUNCTION

BOX

(6FT. LONG MAX.)

LUMINAIRE

. REFER

TO

SCHEDULE

LUMINAIRE MANUFACTURER'S

EARTHQUAKE CLIP, (4) PER

FIXTURE AT CORNERS. ATTACH

WITH SHEET METAL SCREW

ACOUSTICAL CEILING

TILE (TYP)

ARCHITECTURA

L

CEILING GRID

LUMINAIRE.

REFER TO

SCHEDULE

LUMINAIRE

SUSPENSION WIRES

(#10 MIN)

ATTACHED TO

STRUCTURE

(TYP EA. CORNER)

3 TWIST

MINIMUM (TYP)

FIXTURE WHIP FROM

JUNCTION BOX

(6FT. LONG MAX.)

LUMINAIRE

. REFER

TO

SCHEDULE

LUMINAIRE MANUFACTURER'S

EARTHQUAKE CLIP, (4) PER

FIXTURE AT CORNERS. ATTACH

WITH SHEET METAL SCREW

ACOUSTICAL CEILING

TILE (TYP)

ARCHITECTURA

L

CEILING GRID

LUMINAIRE

. REFER TO

SCHEDULE ACOUSTICAL CEILING

TILE (TYP)

CEILING HANGER

WIRE, TYP.

RECESSED CAN

LUMINAIRE

CEILING MAIN

BEAM

GYPSUM

BOARD (TYP)

WIRE TIE OR SCREW

BAR HANGER TO

CROSS BEAM TYP.

LUMINAIRE

BAR HANGERS

12GA. HANGER WIRE AT

DIAGONAL CORNER ATTACHED

TO STRUCTURE

CEILING

CROSS

BEAM

RECESSED CAN

LUMINAIRE

CEILING BEAM

CEILING HANGER

WIRE, TYP.

RECESSED CAN

LUMINAIRE

ARCHITECTURA

L

CEILING GRID

WIRE TIE OR

SCREW BAR

HANGER TO

ARCHITECTURAL

CEILING GRID TYP.

LUMINAIRE

BAR HANGERS

12GA. HANGER WIRE AT

DIAGONAL CORNER ATTACHED

TO STRUCTURE

ACOUSTICAL

CEILING TILE

(TYP)

RECESSED CAN

LUMINAIRE

ARCHITECTURAL

CEILING GRID

CEILING HANGER WIRE

DRYWALL CEILING

CROSS TEE, TYP.

CEILING

MAIN

BEAM.

DRYWALL

CEILING CROSS

TEE, TYP.

GYPSUM

BOARD

WIRE TIE THROUGH

MOUNTING CHANNEL

& CROSS BEAM, TYP.

#12 GA. HANGER WIRE THROUGH

INTEGRAL GALVANIZED LIPPED STEEL

MOUNTING CHANNEL & ATTACHED TO

STRUCTURE

INTEGRAL GALVANIZED

LIPPED

STEEL MOUNTING CHANNEL

JUNCTION BOX

LOCKING SQUARE

WASHER & NUT

1/4" SCREW

CEILING HANGER WIRE

ARCHITECTURAL

CEILING GRID

ARCHITECTURAL

CEILING GRID

ACOUSTICAL

CEILING TILE

(TYP)

#12 GA. HANGER WIRE THROUGH

INTEGRAL GALVANIZED LIPPED

STEEL MOUNTING CHANNEL &

ATTACHED TO STRUCTURE

INTEGRAL GALVANIZED LIPPED

STEEL MOUNTING CHANNEL

JUNCTION BOX

LOCKING SQUARE

WASHER & NUT

1/4" SCREW

ARCHITECTURA

L

CEILING GRID

WIRE TIE THROUGH

MOUNTING CHANNEL

& CROSS BEAM, TYP.

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

R

EG

IS

TE

RED

PROFESS IONAL

ENG

INE

ERA

U

G

UST I NE K . LEU

N G

E

L E C T R I C A

L

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:49 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP501

ELECTRICAL DETAILS

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS EP501

LUMINAIRE MOUNTING - GYPBOARD CEILING1

SCALE: NTS EP501

LUMINAIRE MOUNTING - LAY-IN CEILING2

SCALE: NTS EP501

LUMINAIRE MOUNTING - LAY-IN CEILING - 2'X2'3

SCALE: NTS EP501

DOWNLIGHT MOUNTING - GYPBOARD CEILING4

SCALE: NTS EP501

DOWNLIGHT MOUNTING - LAY-IN CEILING5

SCALE: NTS EP501

EXIT SIGN MOUNTING - GYPBOARD CEILING6

SCALE: NTS EP501

EXIT SIGN MOUNTING - LAY-IN CEILING7

SCALE: NTS EP501

POLE BASE DETAIL - TURF AREAS8

1" 1" 1"2"

1 1/2" TYP

/8

2" MIN.

1/4" DIA. MOUNTING

HOLES

TYP. OF (4)

3" DEEP

FIBERGLASS

CHANNEL SAME

LENGTH AS CU

BUSS

3/8" DIA. HOLE

TYP. OF (6)

1/2"DIA. x 2"L. BOLT

TYP. OF (2)

1/2" NUT

1/2" LOCK WASHER

1/2" STANDARD WASHER

1/2" FENDER

WASHERS

(EACH SIDE)

1/4" THICK CU

BUSS

2'-0" MIN

1/4" DIA. HOLE

TYP OF (8)

STEEL EXPANSION

ANCHOR

GENERAL NOTES:

1. ALL HARDWARE SHOWN SHALL

BE STAINLESS STEEL.

2. PROVIDE 1 MOUNTING POINT

PER 12" OF BAR LENGTH.

3. HOLES MAY BE ADDED IF

REQUIRED.

SECTION

ATTACH TO

STRUCTURE

SEISMIC OR

EXPANSION JOINT.

FIELD VERIFY

ACTUAL

CONDITIONS &

LOCATIONSFLOOR OR ROOF

STRUCTURE. FIELD VERIFY

ACTUAL CONDITIONS, (TYP)

STRUCTURAL MEMBER

(BEAM, JOIST, ETC.),

(TYP)

JUNCTION BOX,

(TYP) (SIZE AS

REQUIRED)

CONDUIT TRAPEZE

PER (TYP)

3'-0" MAX

BEAM

CLAMP,

(TYP)

CONDUIT,

(TYP)

15" FLEXIBLE GALVANIZED STEEL

CONDUIT WITH CONDUCTORS &

GREEN INSULATED EQUIPMENT

GROUNDING CONDUCTOR

INTEGRAL

GALVANIZED LIPPED

STEEL MOUNTING

CHANNEL

JUNCTION BOX

(SIZE AS

REQUIRED)

CONDUIT

COMPRESSION FITTING

SPRING NUT

ED802

TURNBUCKLE

3/8" MIN DIA

THREADED

HANGER

RODS

ATTACH TO

STRUCTURE PER

DETAIL 5/MH602

(2) TAPCONI

CONCRETE SCREW

OR 2#10 SMS EACH

FLUTE (3 FLUTES

MINIMUM)

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

NOTES

1. METAL CHANNEL STRUT SUPPORT LONGER THAN 36"

SHALL BE INSTALLED WITH A CENTER SUPPORT ROD.

2. FASTEN THREADED ROD TO STRUCTURE BY APPROVED

METHOD PER SPECIFICATION SECTION 26 05 33,

RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.

FIELD VERIFY EXACT CONDITIONS.

3. FOR TRAPEZE INSTALLATIONS IN SEISMIC AREAS, REFER

TO SPECIFICATION SECTION 13 05 41, SEISMIC

RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL

COMPONENTS.

LENGTH AS REQUIRED

LOCKING SQUARE

WASHER &

LOCKNUT

3/8" MIN GALVANIZED

THREADED ROD,

TYP.

WASHER &

LOCKNUT

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL

GALVANIZED LIPPED

STEEL MOUNTING

CHANNEL

LOCKING

SQUARE

WASHER &

LOCKNUT

3/8" MIN GALVANIZED

THREADED ROD, (TYP)

UV-RESISTANT RUBBER OR

POLYPROPYLENE PLASTIC

BLOCK, LENGTH AS REQUIRED

ATTACH TO

STRUCTURE PER

DETAIL 3/EP502

(TYP.)

WF BEAM

UNISTRUT P1000 WITH BEAM CLAMPS

TO SUPPORT ROD OR BEAM CLAMP

THAT DIRECTLY SUPPORTS THREADED

ROD ATTACHED TO BEAM FLANGE

(TYP.)

NUT/WASHER, (TYP)

CONDUIT

CONDUIT CLAMP, (TYP)

3/8" MIN. GALVANIZED

THREAD ROD, (TYP)

2 CABLE ASSEMBLIES

AT 90° ANGLE

TO EACH OTHER

(ASSEMBLY IN

FOREGROUND

SHOWN)

UNIVERSAL RESTRAINT

CLIP W/ BOLT, NUT

& LOCK WASHER

30°

MIN.

CABLE

ASSEMBLY (TYP)

CONNECTION TO

TRAPEZE

SUPPORT (URC

CLIP TYP)

CONNECTION TO TA

UNIVERSAL

RESTRAINT CLIP

UNISTRUT

ANCHORAGE TO STRUCTURE

(URC CLIP TYP)

OVAL

SLEEVE

M

IN

PLAN VIEW

SPRING VIBRATION

HANGER (TYP.)

CAST METAL

"WHILE-IN-USE"

WP COVER(S) &

RECEPTACLE(S).

CAST METAL, 2-GANG,

NEMA 3R JUNCTION

BOX WITH THREADED

HUBS.

RIGID STEEL CONDUIT

FOR WIRING

M A

X

M A

X

A

A

RIGID STEEL CONDUIT

FOR SUPPORT PER

N.E.C. ART. 314

ROOF PENETRATION AND

CONDUIT SUPPORT PER

ED702

SECTION "A-A"

ELEVATION

CONDUIT, (TYP) MINERAL WOOL

(FIRMLY PACKED)

FIRESTOP SEALANT

PER SECTION 07 84

00, FIRESTOPPING

3/8" MAX

JUNCTION BOX

(SIZE AS REQUIRED)

CONDUIT COMPRESSION

FITTING, (TYP)

SPRING

NUT, (TYP)

INTEGRAL GALVANIZED

LIPPED STEAL

MOUNTING CHANNEL,

(TYP)

STEEL EXPANSION

ANCHOR, (TYP)

ATTACH TO STRUCTURE

PER DETAIL 14/S501

PIPE CLAMP

ATTACH TO

STRUCTURE

INSULATION

GENERAL NOTES:

1. MAINTAIN A MINIMUM CLEARANCE OF 12" ON ALL

SIDES OF ROOF PENETRATION FROM WALLS, CURBS,

AND OTHER PROJECTIONS TO FACILITATE PROPER

FLASHING.

2. FLANGES OF ADJACENT FLASHINGS SHALL NOT BE

CUT OR OVERLAPPED.

3. VERIFY ROOF & STRUCTURAL SYSTEM.

4. COORDINATE FLASHING INSTALLATION WITH ROOFING

CONTRACTOR TO ENSURE PROPER METHODS &

MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY.

PREFABRICATED RUBBER

BOOT CAP WITH

GRADUATED STEPS &

WEATHER-PROOF

PRESSURE SEAL TO COLLAR

SEALANT AT PENETRATION

TO MEMBRANE JUNCTURE

BY ROOFING CONTRACTOR

MULTIPLE MEMBRANE STRIPPING

PLIES FEATHERED AT FIELD OF

ROOF BY ROOFING CONTRACTOR.

PRIME FLANGE BEFORE STRIPPING.

PREFABRICATED FORMED 0.06"

THICK ALUMINUM FLASHING

ROUND COLLAR WITH MIN. 3"

WIDE FLANGE. ATTACH TO

ROOF PER MANUFACTURER'S

INSTRUCTIONS

BATT INSULATION

ROOF MEMBRANE

WATER CUT-OFF

MASTIC COMPATIBLE

WITH ROOF MEMBRANE

STAINLESS CLAMP, (TYP)

SEAL-OFF

FITTING, (TYP)

ROOF

INTEGRAL

GALVANIZED LIPPED

STEEL MOUNTING

CHANNEL

CONDUIT, (TYP)

3/8" MIN

GALVANIZE

D

THREADED

ROD, (TYP)

CONDUIT

CLAMP. SIZE

AS REQUIRED

LOCKING

SQUARE

WASHER &

LOCKNUT

45°

STEEL CABLE

BRACE ANCHOR

(TYP.)

SPRING VIBRATION

ISOLATOR W/ 30°

SWING

GALVANIZED

STEEL

AIRCRAFT CABLE

PIPE CLEVIS BOLT

CLEVIS ANGLE BRACKET

CLEVIS HANGER

STEEL CABLE

BRACE ANCHOR

(TYP.)

2 1/2"Ø & ABOVE

NOTE:

SEISMIC SWAY BRACE SYSTEM BY MASON INDUSTRIES

(OR APPROVED EQUAL)

ATTACH TO STRUCTURE

PER

DETAIL 14/S501 (TYP.)

(3'-0") MAX

SEISMIC OR

EXPANSION JOINT.

FIELD VERIFY

ACTUAL

CONDITIONS &

LOCATIONS.

FLOOR OR ROOF

STRUCTURE. FIELD VERIFY

ACTUAL CONDITIONS, TYP.

STRUCTURAL MEMBER

(BEAM, JOIST, ETC.),

TYP.

JUNCTION BOX,

TYP (SIZE AS

REQUIRED)

CONDUIT

TRAPEZE

914mm

BEAM

CLAMP,

TYP.

CONDUIT,

TYP.

EXPANSION FITTING

WITH BONDING JUMPER

INTEGRAL

GALVANIZED LIPPED

STEEL MOUNTING

CHANNEL

STEEL

EXPANSION

ANCHOR

JUNCTION BOX

(SIZE AS

REQUIRED)

CONDUIT FITTING

SPRING NUT

HEAD

INSULATING

BUSHING

PROVIDE EXTRA CABLE TO

MAKE COMPLETE LOOP

AROUND BOX PERIMETER

GENERAL NOTES:

1. INSTALLATION IS REQUIRED FOR

CONDUIT 76mm (3") AND LARGER.

S T

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:52 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP502

ELECTRICAL DETAILS

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS EP502

GROUNDING BAR DETAIL1

SCALE: NTS EP502

2 1/2" AND SMALLER CONDUIT JOINT CROSSING DET.2

SCALE: NTS EP502

SECURING HANGER RODS IN STRUCTURE3

SCALE: NTS EP502

CONDUIT TRAPEZE MOUNTING DETAIL4

SCALE: NTS EP502

ROOF CONDUIT SUPPORT DETAIL5

SCALE: NTS EP502

TRAPEZE SEISMIC BRACING DETAILS6

SCALE: NTS EP502

RECEPTACLE ROOF MOUNTING DETAIL7

SCALE: NTS EP502

FLOOR SLAB PENETRATION DETAIL8

SCALE: NTS EP502

ROOF PENETRATION DETAIL9

SCALE: NTS EP502

CONDUIT SEISMIC BRACING DETAIL10

SCALE: NTS EP502

CONDUIT EXP. JT CROSSING DETAIL-EXP. FITTING11

BLDG

INTERIOR

ACCESSIBLE

ADJUSTABLE

GLAND

CONDUIT

SEALING

BUSHING OZ

GEDNEY

TYPE CSMI OR

EQUAL

CONDUIT SEALING

BUSHING OZ GEDNEY

TYPE CSMI OR EQUAL

GALVANIZED FRAMING

SUPPORT

CONDUIT CLAMP

WHERE LENGTHS EXCEEDS 3'-0"

PROVIDE INTERMEDIATE

SUPPORTS @ 3'-0" O.C.

1/2" STAINLESS STEEL EXPANSION

ANCHOR WITH NUT &

LOCKWASHER, (TYP)

'Z' FITTING

FACE OF WALL

HANDHOLE NOTES:

1. THIS TYPICAL HANDHOLE DETAIL SHALL BE USED

FOR ALL HANDHOLES, UNLESS OTHERWISE STATED.

FOR LOW VOLTAGE APPLICATIONS A SMALLER BOX

MAY BE SUBSTITUTED, SUBJECT TO APPROVAL, AS

LONG AS SIMILAR CONSTRUCTION METHODS

(i.e., LOAD BEARING, ETC.) ARE FOLLOWED.

6"

4'-0"

4'-0

PRECAST 4'-0" X 4'-0" CONCRETE

HANDHOLE.

STEEL TRAFFIC COVER FOR H-20 TRAFFIC

LOADING CONDITION.

TOP RING WITH STEEL FRAME CAST INTO

SECTION TO RECEIVE COVER

UTILITY IDENTIFICATION TO READ "ELEC" FOR

POWER & "COMM." FOR COMMUNICATION ON

TOP OF COVER.

PENTAHEAD STAINLESS STEEL BOLTS (6

REQ'D). CONTRACTOR TO PROVIDE MINIMUM

OF 6 WRENCHES TO FIT PENTAHEAD BOLTS.

GROUND ROD 3/4" DIA X 10'-0" LONG

COPPER CLAD STEEL.

DEPTH AS REQUIRED FOR CONDUITS

CONNECTION, MINIMUM DEPTH SHALL BE 48".

DETAIL NOTES:

2. MANHOLE DIMENSIONS ARE SHOWN FOR

REFERENCE. COORDINATE WITH COR AND

TRAVIS AFB ON ACTUAL DIMENSIONS. AT

THE MINIMUM, THE NEW MANHOLE SHALL

BE THE SAME SIZE AS THE EXISTING

MANHOLES.

9"Ø X 12" CONC.

VALVE BOX

SAND FILL

3/4" DIA X 10' LONG COPPER

CLAD STEEL GROUND ROD

NO. OF RODS, AS REQUIRED

PER NEC

SEE GROUNDING PLAN

FOR CONTINUATION

MECHANICAL GROUND

CONNECTOR

SIZE AND QUANTITY OF ANCHOR BOLTS AND SEISMIC RESTRAINT

CLIP ASSEMBLIES SHALL BE AS CERTIFIED BY THE CONTRACTOR'S

STRUCTURAL ENGINEER AND/OR EQUIPMENT MANUFACTURER.

EQUIPMENT ANCHORAGE SHALL BE SUITABLE FOR SEISMIC

IMPORTANCE FACTOR I = 1.5 LOCATION. CALCULATIONS SHALL BE

PART OF EQUIPMENT SUBMITTALS.

SEISMIC RESTRAINT ANGLE AND BOLT ASSEMBLIES SHALL BE

EQUALLY SPACED ALONG THE BOTTOM EXTERIOR OR INTERIOR

(VERIFY WITH MANUFACTURER) EDGE OF EQUIPMENT NOT

FURNISHED WITH BASE SUPPORTING BEAMS.

SEISMIC RESTRAINT CLIPS AND/OR BOLT ASSEMBLIES SHALL BE

EQUALLY SPACED ALONG THE INSIDE EDGE OF THE EQUIPMENT

FRONT AND REAR BASE SUPPORT STRUCTURES.

IN LIEU OF CASTING ANCHOR BOLTS IN CONCRETE, EXPANSION

ANCHORS WITH EQUAL ANCHORING CAPACITY MAY BE USED.

4"

4"

6"

2"

MIN.

/8

M

IN

DETAIL NOTES:

PLAN

FLAT CLIP TYPE

ELEVATION

ANGLE CLIP TYPE

CAST-IN-FLOOR TYPE CHANNEL

SEISMIC RESTRAINT DETAIL FLAT CLIP TYPE

IN CONCRETE PAD

1/2" DIA. MIN.

ANCHOR BOLT,MIN. OF

CONC.

STAINLESS STEEL

LOCKWASHER & NUT

PRIMED PAINTED

MALLEABLE STEEL

ANCHOR BOLT,

1/2" DIA. MIN.

MOUNTING RAIL

EQUIPMENT

STAINLESS STEEL

TOP OF CONC.

LOCKWASHER & NUT

PRIMED PAINTED

MALLEABLE STEEL

1/2" DIA. MIN.

EQUIPMENT BOLT,

1/2" DIA. MIN.

STEEL, ANCHOR BOLT

DRILL AND TAP FLOOR

PROJECT ABOVE

TOP OF SILL

CHANNELS

FLOOR MUST NOT

MALLEABLE STEEL PRIMED

SPACED ON EACH RAIL

PROVIDE CLIPS EQUALLY

AND PAINTED

STAINLESS STEEL LOCK

WASHER AND NUT

3/8"Ø MIN. (STAINLESS STEEL)

WEDGE TYPE EXPANSION A.B.

MIN. OF

CONC.

1 4

1 4

WARNING TAPE

DETECTABLE

SOFT SAND

AS INDICATED ON

PVC CONDUIT, (TYP)

CONDUIT SIZES & NUMBER

TO MIN. 95%

SINGLE LINE DIAGRAM

COMPACT BACKFILL

FINISH GRADE

SCH 80 PVC CONDUIT (TYP)

M

IN

3". 7 1/2". 7 1/2". 7 1/2". 3".

/2

WARNING TAPE

DETECTABLE

CONCRETE

AS INDICATED ON

PVC CONDUIT, (TYP)

CONDUIT SIZES & NUMBER

TO MIN. 95%

SINGLE LINE DIAGRAM

COMPACT BACKFILL

FINISH GRADE

SCH 40 PVC CONDUIT (TYP)

M

IN

3". 7 1/2". 7 1/2". 7 1/2". 3".

/2

GENERAL NOTES:

1. CONCRETE SHALL BE 2000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.

2. COORDINATE WITH SMUD ON DUCT BANK REQUIREMENT.

S T

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:55 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP503

ELECTRICAL DETAILS

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS EP503

WATERTIGHT CONDUIT SEAL DETAIL5

SCALE: NTS EP503

CONDUIT SUPPORT6

SCALE: NTS EP503

TYPICAL HANDHOLE DETAIL1

SCALE: NTS EP503

TYPICAL GROUND ROD AND WELL DETAIL7

SCALE: NTS EP503

TYP. ANCHOR DETAILS FOR ELECTRICAL EQUIPMENT ENCLOSURE4

SCALE: NTS EP503

TYP. LV DUCT BANK DETAIL - DIRECT BURIAL2

SCALE: NTS EP503

TYP. LV DUCT BANK DETAIL - CONCRETE ENCASED3

CHANNELS, CROSS MEMBERS AND FITTINGS

SHALL BE GALVANIZED STEEL, UNLESS

OTHERWISE NOTED.

4'-0" MAXIMUM

NOTE:

VERTICAL SUPPORT

UNISTRUT P-1001 OR EQUAL

UNISTRUT P-1047 OR EQUAL

NUMBER AND SPACING OF CROSS

MEMBERS AS REQUIRED. UNISTRUT P-1000,

OR EQUAL (TWO MINIMUM)

UNISTRUT P-2073A OR EQUAL

ANCHOR MOUNTING PLATE

CONCRETE

FLOOR

5/8"∅ EXPANSION ANCHOR (4)

WITH LEVELING NUTS (TYP)

1.

1. THE DETAILS SHOWN ON THIS SHEET ARE GENERIC AND MAY NEED TO

BE ADJUSTED TO SUIT SPECIFIC SITE CONDITIONS. EQUIPMENT

REQUIREMENTS, AND/OR MEET LOCAL, STATE AND FEDERAL CODES.

THEY ARE PROVIDED AS A GENERAL POINT OF REFERENCE ONLY

INDICATING THE MINIMUM BASIC INSTALLATION STANDARDS.

GENERAL NOTES

S T

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EXP.________

E 17641 9-30-2023

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:56 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP504

ELECTRICAL DETAILS

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

12" = 1'-0" EP504

1 TYPICAL EQUIPMENT MOUNTING RACK DETAIL

1 PROVIDE 2" PVC (SCHEDULE 80) CONDUIT (RUN UNDERGROUND) TO THE

SIDE CONSOLE (9 0' CLOCK LOCATION).

2 PROVIDE 2" PVC (SCHEDULE 80) CONDUIT (RUN UNDERGROUND) TO THE

DENTAL CHAIR FLOOR UTILITY BOX.

3 PROVIDE 2" PVC (SCHEDULE 80) CONDUIT (RUN UNDERGROUND) TO THE

SIDE CONSOLE (3 0' CLOCK LOCATION).

4 PROVIDE 3/4" PVC (SCHEDULE 80) CONDUIT (RUN UNDERGROUND) TO

THE NEAREST WALL. TRANSITION TO 3/4" EMT AND RUN UP THE WALL

TO THE CEILING. CONTINUE CONDUIT RUN TO THE HOME RUN JUNCTION

BOX ABOVE THE CEILING. PROVIDE 3/4" EMT CONDUIT FROM THE HOME

RUN JUNCTION BOX TO THE NORMAL POWER ELECTRICAL ROOM. RUN

2#10 & 1#10 (GND GREEN) THHN / THWN COPPER WIRE AND CONNECT

TO THE PROVIDED RECEPTACLE.

5 NOT USED

6 PROVIDE 3/4" FLEX CONDUIT TO THE QUAD RECEPTACLE BOX.

7 PROTRUDE CONDUIT 3" AFF.

SHEET NOTES

Do

ELECTRICAL

3 2 1 4 7

OPTIONAL

ELECTRICAL OPTIONAL

UTILITY CHASE

AVAILABLE SPACE FOR

LOCATION UTILITIES (AS

NEEDED) IN THE FLOOR

2" PVC CONDUIT FROM REAR

TREATMENT CONSOLE

PROVIDE 3/4" FLEX CONDUIT FROM THE

WALL JB (SUPPLIED BY CONTRACTOR) TO

THE QUAD RECEPTACLE BOX (SUPPLIED

BY ADEC)

OPTIONAL

UTILITY

CHASE

OPTIONAL

UTILITY

CHASE

HOT

WATER

COLD

WATER

AIR

ELECTRICAL

FINISHED FLOOR

AVAILABLE SPACE FOR

LOCATION UTILITIES (AS

NEEDED) IN THE FLOOR

2" PVC CONDUIT FROM REAR

TREATMENT CONSOLE

PROVIDE 3/4" FLEX CONDUIT FROM THE WALL

JB (SUPPLIED BY THE CONTRACTOR) TO THE

QUAD RECEPTACLE BOX (SUPPLIED BY ADEC)

HOT

WATER

COLD

WATER

AIR

ELECTRICAL

FINISHED FLOOR

DRILL HOLE TO PROVIDE PASSAGE FOR

FLEX CONDUIT FROM WALL JB TO SUB-

BASE OF CABINET

3/4" PVC (SCHEDULE 80) CONDUIT (RUN

UNDERGROUND) FOR POWER

2" PVC (SCHEDULE 80) CONDUIT (RUN

UNDERGROUND) TO REAR TREATMENT

CONSOLE

1" PVC (SCHEDULE 80) CONDUIT (RUN

UNDERGROUND) TO FRONT WALL

TRANSITIONING TO 1" EMT GOING UP THE

WALL AND TO THE TRACK DENTAL LIGHT

S T

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E 17641 9-30-2023

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:08:58 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP505

ELECTRICAL UTILITY DETAILS

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS EP505

REAR TREATMENT CONSOLE1

SCALE: NTS EP505

SIDE ACCESSORY CONSOLE WITH LEFT SINK2

SCALE: NTS EP505

SIDE ACCESSORY CONSOLE WITH RIGHT SINK3

SCALE: NTS EP505

FLOOR UTILITY BOX4

SUBSTATION 2 A/B

2000 A, 480 V, 3Ф, 4 W, 42 KA.I.C.

3x500 KCMIL & 1#2 GND (GREEN) 3" C

SPD

400 A, 480/227 V, 3Ф, 4W+GND, 42 KA.I.C.

(N)

MANHOLE

(N)SWBD MSB

350 A 3P

400 AT

800 AF

LSIG

400A 3P

XFMR1-TN1

225 KVA

480-208/120 V 3Ф, 4W

(N) PNL LSH1

70A/3

3#6 & 1#10 GND (GREEN)

1" C

3#10 & 1#10 GND

3/4" C

3#4 & 1#8 GND (GREEN)

1 1/2" C

XFMR1-TLS1

15 KVA

480-208/120 V 3Ф, 4W

XFMR1-TC1

30 KVA

480-208/120 V 3Ф, 4W

XFMR1-TQ1

45 KVA

480-208/120 V 3Ф, 4W

4#1 & 1#8 GND (GREEN)

1 1/2" C

4#6 & 1#10 GND (GREEN)

1" C

4#1/O & 1#6 GND (GREEN)

2" C

CRITICAL

4#6 & 1#10 GND (GREEN)

1" C

4#1 & 1#8 GND (GREEN)

2" C

4#1/0 & 1#6 GND (GREEN)

2 1/2" C

50A 3P

100A 3P

200A 3P

400 A, 480/227 V, 3Ф, 4W+GND, 42 KA.I.C.

400A 3P

2 SETS 4x500 KCMIL &

1#1/0 GND (GREEN)

2 SETS 3-1/2" C

30A/3

SPD

SPD SPD SPD

1#2/0

1#8 1#6 1#6

SPACE

(N) PNL CH1

SPD

(N) PNL QH1

SPD

50A/3 100A/3 150A/3

2 SETS 4x350 KCMIL & 1#1 GND (GREEN)

2 SETS 4" C

(E)

(N)

(N)

(N)

(N) PNL LSL1

(N) (N) (N)

(N) (N) (N)

SWBD ESB

(N) PNL CL1

(N) PNL QL1

(N) (N) (N)

(N) (N) (N)

LIFE / SAFETY EQUIPMENT

(E)

MANHOLE

PNL NL1

(SEC 1)

PNL NL1

(SEC 2)

400 AT

800 AF

(N)

(E)

MANHOLE

(E)

MANHOLE

(N)

MANHOLE

(N)

MANHOLE

SUBSTATION 2 (2E)

2000 A, 480 V, 3Ф, 4 W, 42 KA.I.C.

(E)

TARIFF

METER

TARIFF

METER

(E)

MANHOLE

(N)

MANHOLE

125A 3P

3#1/0 & 1#6

GND (GREEN)

2" C

PNL NL2PNL NL3

225A

225A

4x250 KCMIL & 1#4 GND (GREEN) 2 1/2" C

SPD

PNL NH1

100A 3P

100A 3P

RTU-1

PNL TN1

2 SETS 4x350 KCMIL & 1#1 GND (GREEN)

2 SETS 4" C

225A

225A

225A

225A

(N)

4#1 & 1#8 GND (GREEN)

2" C

(N)

750A

4x250 KCMIL &

1#4 GND (GREEN)

2 1/2" C

(N)

4x250 KCMIL &

1#4 GND (GREEN)

2 1/2" C

(N)

50A

100A

50A

200A

SPACESPACE

SHEET NOTES:

1 PROVIDE AN INSULATED CONITNUOUS COPPER EQUIPMENT

GROUNDING WIRE, AWG#10 MINIMUM, IN 3/4" RGS CONDUIT TO BOND

THE PANELBOARDS TOGETHER.

S T

A

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EXP.________

E 17641 9-30-2023

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:09:00 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP601

SINGLE LINE DIAGRAM

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS EP601

1 POWER SINGLE LINE DIAGRAM

UP

L LL L L L

L L

L L

L L

L L

L L

L L

L L

LL LLLLLLLLL

L L

L L

L L

L L

L L

L L

L L

LL

LL

LL LL

A B C D E F G J K ML

H

3.3

F.6

7.7

J.6

6.8

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

O P

E R

A T

O R

Y

O P

E R

A T

O R

Y

O P

E R

A T

O R

Y

O P

E R

A T

O R

Y

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

DIRECTOR

CHIEF

WAITING

RECEPTION

1000A

10 DENTIST

6 DENTIST

STORAGE

BARIATRIC

OPERATORY

X-RAY

RECOVERY

ORAL

SURGERY

STORAGE

NORMAL

POWER

1040B

E. POWER

1040A

MECHANICAL

CONFERENCE

LOUNGE

LABORATORY

T O

IL

E

T S

A

CLEAN

T O

IL

E

T S

A

HAC

FMS

ADMIN

TOILET

1000B

TOILET

1000C

OIT

DIRTY

D R

IN

K

IN

G

F

O U

N T

A

IN

F.R.

L O

C K

E R

S

L O

C K

E R

S

CORRIDOR

1C02

CORRIDOR

1C03

CORRIDOR

1C06

CORRIDOR

1C05

CORRIDOR

1C07

CORRIDOR

1C04

CORRIDOR

1C01

34(TYP)

X

X

1 (TYP)

4 (TYP)

X

5 8

9 910

1. UNDERGROUND RING SHALL BE #4/0 AWG, BARE COPPER WIRE. NOT

LESS THAN 30" BELOW GRADE, UNLESS OTHERWISE NOTED.

2. PIGTAIL SHALL BE #2/0 AWG, BARE COPPER WIRE.

GENERAL NOTES

3. GROUND RING SHALL BE A MINIMUM 4 FEET ALL AROUND BUILDING

PERIMETER, UNLESS OTHERWISE NOTED.

4. SLEEVE ALL GROUND WIRE STUB UP OUT OF CONCRETE.

5. ALL EQUIPMENT UNDER THIS PROJECT WHETHER OR NOT SHOWN

SHALL BE GROUNDED IN STRICT CONFORMANCE WITH NEC.

6. GROUND WIRE ROUTING IS FOR REFERENCE. CONTRACTOR IS TO

SELECT THE BEST ROUTING BASED ON FIELD CONDITIONS.

7. ANY GROUND CONNECTION THAT IS NOT THERMOWELDED SHOULD BE

ACCESSIBLE, IF POSSIBLE.

1 GROUND ROD AND WELL, 3/4" X 10'-0" COPPER CLAD STEEL, NUMBER AS

REQUIRED. SEE DETAIL 7/EP503.

2 GROUND CONNECTION TO METALLIC PIPES. PROVIDE MEANS TO

PREVENT ELECTROLYTIC ACTION. USE BRONZE, TINNED BRONZE,

BI-METAL LUGS, CLAMPS, CONNECTORS. ETC.

3 BARE COPPER WIRE. #4/0 TYPICAL, DIRECT BURIED MINIMUM 30" BELOW

GRADE.

4 EXOTHERMIC WELD.

5 TO TELECOM ROOM GROUNDING BAR.

6 GROUND CONNECTION TO BUILDING STEEL. PROVIDE MEANS TO

PREVENT ELECTROLYTIC ACTION. USE BRONZE, TINNED BRONZE,

BI-METAL LUGS, CLAMPS, CONNECTORS, ETC.

7 TO ELECTRICAL ROOM GROUNDING BAR.

8 #4/0 AWG BARE COPPER WIRE TO GROUND BAR.

9 GROUND CONNECTION TO FENCE.

SHEET NOTES

10 GROUND CONNECTION TO STAIR.

S T

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EXP.________

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VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:09:04 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

EP701

ELECTRICAL GROUNDING SITE PLAN

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

1/8" = 1'-0" EP701

1 ELECTRICAL GROUNDING SITE PLAN

NORTH

CAP AND ABANDON IN

PLACE EXISTING CONDUITS

REMOVE ALL CABLING BACK

TO MANHOLES. DEMO

EXISTING U/G DUCT BANKS

CAP AND ABANDON IN

PLACE EXISTING CONDUITS

H

ES801

C E

P

E P

C

(E) ELECTRICAL

SUBSTATION NO. 2

EXISTING MANHOLES

E11250, N19440

EXISTING MANHOLES

E11600, N19440

C E

P

C E P

C E

P

P E

C E

P

(E) MANHOLES

(C, E, P)

SUB 2E

SUB 2A/2B

A C E

B D F

G J L

H K M

N

P

Q

R

S

T

28"

.2

.48"

#3 REBAR

TIES 18" O.C.

#4 REBAR 4/0 GROUND #4 REBAR

A - 5" PVC

B

C - 4" PVC

D

E

F

G - 5" PVC

H

J - 4" PVC

K

L

M

N

P

Q

R

S

T

OPEN

FEEDER F2

OPEN

FEEDER F1

15C#10 & 1C#6 CONTROL & 3#8 & 1#10 EGC SUMP POWER

OPEN

FEEDER EF1

FEEDER EF2

OPEN

GROUND 4/0

OPEN

OPEN

COMMUNICATIONS

POWER

EMERG. PWR

COMM

1. MANHOLES, DUCT BANKS AND SECTION REVIEW SHOWN IS FOR

REFERENCE ONLY AND IN NO WAY REPRESENTS THE TOTAL NUMBER

AND EXACT LOCATION OF THE EXISTING MANHOLES AND DUCT BANKS.

CONTRACTOR IS TO FIELD INVESTIGATE THE EXACT LOCATION OF THE

DUCT BANKS SHOWN FOR DEMOLITION. CONTRACTOR IS TO FIELD

DETERMINE THE NUMBER OF WIRES, WIRE SIZE AND TYPE IN EACH OF

THE DUCT BANK CONDUITS. CONTRACTOR IS TO RE-ROUTE THE DUCT

BANKS AND WIRES PER THE DRAWING.

2. SOME OF THE CONDUITS AND WIRES IN THE MANHOLES ARE TO

REMAIN. CONTRACTOR IS TO VERIFY THESE CIRCUITS AND USE CARE

DURING CONSTRUCTION NOT TO DAMAGE THESE CIRCUITS.

GENERAL NOTES

LEGEND

C COMMUNICATION MANHOLE

E EMERGENCY POWER MANHOLE

P NORMAL POWER MANHOLE

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

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1 2 3 4 5 6 7 8 9

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1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:09:06 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

ES801

ELECTRICAL DUCT BANK DEMOLITION

SITE PLAN

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS ES801

ELECTRICAL DUCT BANK DEMOLITION SITE PLAN1

SCALE: NTS ES801

H EXISTING DUCT BANK LAYOUT

S

D

D

D

MRI YARD

K

STAFF PARKING

DENTAL ARRIVAL

L O

O P

R O

A D

CAP AND ABANDON IN

PLACE EXISTING CONDUITS

NEW UNDERGROUND

DUCT BANKS (TYP.)

NEW MANHOLES

(C, E & P)

H

ES802

NEW

H

ES802

NEW

H

ES802

NEW

CAP AND ABANDON

IN PLACE EXISTING

CONDUITS

EXISTING MANHOLES

E11600, N19440

EXISTING MANHOLES

(C, E, P) E11250, N19440

P

E C

P E

C

P E

C E

P

P

E C

C

P

E

P E

NEW MANHOLES

(C, E & P)

NEW MANHOLE

(E, P)(E) ELECTRICAL

SUBSTATION #2

EXISTING

MANHOLES

(C, E, P)

SUB 2E

SUB 2A/2B

A C E

B D F

G J L

H K M

N

P

Q

R

S

T

28"

.2

.48"

#3 REBAR

TIES 18" O.C.

#4 REBAR 4/0 GROUND #4 REBAR

A - 5" PVC

B

C - 4" PVC

D

E

F

G - 5" PVC

H

J - 4" PVC

K

L

M

N

P

Q

R

S

T

OPEN

FEEDER F2

FEEDER F1

15C#10 & 1C#6 CONTROL & 3#8 & 1#10 EGC SUMP POWER

FEEDER EF1

FEEDER EF2

GROUND 4/0

OPEN

COMMUNICATIONS

POWER

EMERG. PWR

COMM

A C E

B D F

G J L

H K M

N

P

Q

R

S

T

28"

.2

.48"

#3 REBAR

TIES 18" O.C.

#4 REBAR 4/0 GROUND #4 REBAR

A - 5" PVC

B

C - 4" PVC

D

E

F

G - 5" PVC

H

J - 4" PVC

K

L

M

N

P

Q

R

S

T

OPEN

FEEDER F2

4 X 350 KCMIL & 1#1 (GND) DENTAL (NORMAL)

FEEDER F1

15C#10 & 1C#6 CONTROL & 3#8 & 1#10 EGC SUMP POWER

FEEDER EF1

FEEDER EF2

GROUND 4/0

OPEN

COMMUNICATIONS

POWER

EMERG. PWR

COMM

4 X 350 KCMIL & 1#1 (GND) DENTAL (EMERGENCY)

4 X 350 KCMIL & 1#1 (GND) DENTAL (NORMAL)

4 X 350 KCMIL & 1#1 (GND) DENTAL (EMERGENCY)

LEGEND

C COMMUNICATION MANHOLE

E EMERGENCY POWER MANHOLE

P NORMAL POWER MANHOLE

S T

A

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I A

EXP.________

E 17641 9-30-2023

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1 2 3 4 5 6 7 8 9

A

B

C

D

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1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:09:08 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

R. BLAYLOCK

ES802

ELECTRICAL NEW RELOCATED DUCT

BANK SITE PLAN

G. FERNANDEZ

612-164

R. BLAYLOCK

08/10/2022

SCALE: NTS ES802

NEW RELOCATED ELECTRICAL DUCT BANK SITE PLAN1

SCALE: NTS ES802

H NEW BANK LAYOUT

GENERAL NOTES

1. COORDINATE WITH COR & TRAVIS AFB ON MANHOLE SIZE. AT

MINIMUM THE NEW MANHOLES SHALL BE THE SAME SIZE AS THE

EXISTING MANHOLES.

S

D

D

D

DC6

DC7

B3

B7

B8

B14

B12LR27 B13 LR26 LR24

A9

A10 A11LR23

K4 K5 K6 LR13

B9 B10 A6 A7 A8

A5

B4 B5 B6

A1

A2 A3

LR12

A4

K1 K2 K3

LR11

DC8

I6

DC10

DC9

I7 I8 LR9

DC2

DC5

I3 I4 I5

LR8

I1 I2

LR7

DC1 DC4

BERM

BLDG.775

MRI YARD

B

PARKING PARKING

K

OUTPATIENT ARRIVAL

A

STAFF PARKING

BERM BERM

EMERGENCY

ARRIVAL

DENTAL ARRIVAL

BLDG.777

LEVEL 1 FIN.FLR.EL=60'-0"

PARKING

COURT

PARKING

I

DENTAL CLINIC

COURT A

COURT B

EXERCISE YARD

ELEC. SUBSTN

NO. 1

C O

U R

T E

C O

U R

T D

C O

U R

T

C

L O

O P

R O

A D

P

E C

P E

C

P E

C E

P

C

P

E

P E

(N) MANHOLES

(C,E,P)

SWBD ESB

(EMERGENCY POWER

ELECTRICAL ROOM)

(N) MANHOLES

(C, E & P)

(E) MANHOLES

(C, E & P)

(E) ELECTRICAL SUBSTATION NO. 2

(N) MANHOLES

(E,P)

SUB 2A/2B

SUB 2E

(E) MANHOLES

(C,E,P)

TO SWBD MSB

(NORMAL POWER

ELECTRICAL ROOM)

LEGEND

C COMMUNICATION MANHOLE

E EMERGENCY POWER MANHOLE

P NORMAL POWER MANHOLE

S T

A

T E

O F CA L I FOR N

I A

EXP.________

E 17641 9-30-2023

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1 2 3 4 5 6 7 8 9

A

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1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n…