Project-605-CS-005 VA LL CT and X-Ray 100 Percent CD Drawings Part2.pdf

P4-10

CR

EXAM-TREAT

EXAM-TREAT

EXAM-TREAT

CLEAN LIN

SOIL LINEN

CORR

PHARMACIST

EXAM RM

EXAM RM

CR

1A-403

WOMEN

1A-246

OBSERVATION

1A-248

OFFICE

1A-252

ROOM

ANTE

1A-254

EXAM

ISO

1A-250

EXAM

ISO

1A-243

OBSERVATION

1A-245

OBSERVATION

1A-247

OFFICE

C1-06

CORR

1A-275

ROOM

CONTROL

1A-277

SCAN

CT

1A-276

X-RAY

EQUIPMENT ROOM

1A-244

ROOM

READING

This generator comes stock with a 65kw but it has an option of 90kw. It comes with or without an Access Point. Planner should set the correct visibility state.

DCW

DHW

DCW

DHW

(E)SS

(E)SS

E

S

S

E

S

S

4"

8"

6"

(E)DHW

(E)DCW

(E)

(E)DHW

(E)DCW

(E)

E

2"

2"

3"

2"

MGO-1

O2

MA

MV

O2

MA

MV

1 1/2"

E

D

C W

E

D

H W

DCW DCW

2"

3/4"

D H

W

D C

W

3/4"

D H

W

D C

W

2 1/2"

DHW

2 1/2"

2 1/2"

2"SS

4"

DCW

SS

SK-1/MV-1

2 1/2"

SK-1/MV-1

ZV-1

3/4"

MGO-1

2 1/2"

2 1/2"

4"

O2

O

MA

MV

M A

M V

1/2"

4"

O2

MA

MV

3"

SS

2"

SS

3/4"

3/4"

2"

3"

3"

2"

ZV-1

O2

MA

MV

6"

WHA-1

AGF-1

WHA-1

2"SS

1"

2"SS

TP-1

8"SS

3/4"

1/2"

4"

EXITEXIT

C R

STAIR

SHAFT

TRIAGE

1A-209

EXAM 1

1A-210A

ON-CALL

1A-210

LOUNGE

LOCKER

1A-210B

TLT/SH

STF

1A-228

EXAM 2

PSYCH

C1-01C

CORR

C1-01B

CORR

1A-204

WOMEN

1A-202

MEN

EXISTING 1"DHWR, 6"SS, 4"CSP, 2 1/2"DHW & 4"DCW RISERS TO REMAIN

EXISTING 3/4"DWHR, 3/4"DHW & 3/4"DCW DROPS WITH VALVES TO REMAIN.

EXISTING 6"SS, 6"V, 2 1/2"MV, 1"MA & 1"O2 RISERS TO REMAIN.

EXISTING 3/4"DCW DROP TO HOSE BIB TO REMAIN.

EXIT

OPEN AREA

NOUR

PTS

C R

CR

C R

C R

C R

I R F

EXIT

MED RM

WORK RM

WORK RM

EXAM-TREAT

URGNT CARE

CLERK

C R

CRCR

CR

C R

C R

CR

C R

C1-05

CORR

C1-04

CORR

1A-260

STATION

WORK

1A-211

FOR RESULTS

WAITING

C1-03

CORR

C1-01

CORR

1A-266

EXAM 10

1A-233A

TOILET

ISO

1A-234

ROOM 5

ISOL

1A-234A

TOILET

BAR

1A-208

ROOM

BAR EXAM 3

1A-206

TOILET

BAR

1A-238

UTIL

CLEAN

1A-236

UTIL

SOILED

1A-207

TRIAGE

BAR

1A-240

ROOM

MED

1A-225

TOILET

PSYCH

1A-226

EXAM 3

PSYCH

1A-224

HOLD 4

PSYCH

1A-222

HOLD 5

BAR PSYCH

1A-220

HOLD 6

PSYCH

1A-242

TOILET

1A-228

EXAM 2

PSYCH

1A-264

WH CHAIR

1A-233

EXAM6

ISO

1A-232

CHECK-IN

AOD/HBA

1A-221

STATION

WORK

C1-02B

CORR

1A-237A

TOILET

1A-270

VESTIBULE

1A-201

VESTIBULE

1A-203

CONSULT

QUIET/

1A-200

ROOM

WAITING

C1-02A

CORR

C1-02

CORR

C1-01A

CORR

1A-269

EXAM 11

1A-267

EXAM 12

1A-265

EXAM 13

1A-263

CYL

1A-256

TOILET

1A-262

JAN

1A-268

STATION

WORK

1A-237

EXAM

ISO 7

1A-235

ROOM

ANTE

1A-271

UNIT

LIFE SUPPORT

1A-272

UNIT

LIFE SUPPORT

1A-231

EXAM 9

1A-230

EXAM 8

1A-201A

WH CHAIR

1A-258

EXAM 20

1A-241

EXAM 21

1A-227

EXAM 1

PSYCH

1A-213

EXAM 4

1A-212

EXAM 2

1A-205

TRIAGE

EXITEXIT

EQUIP

SB01-1A

1A-275A

EQUIPMENT ROOM

DCW

RHB-1

FS-1

DCW

T P

1/2"

TP-1

SERVBAY

SB01-1

1A-404

MEN

(E)DCW

(E)O2

(E)MA

(E)MV

(E)V

(E)SS

(E)DCW

(E)DHW

(E)DHWR

(E)DCW

(E)DHW

(E)CSP

(E)SS

(E)DHWR

P210

REMODEL NOTES

RV SM

PLUMBING REMODEL PLAN

VA FORM 08-6231

o n e i g h t c o f o t o q u a r t r o t t h r g h t s o t o a l o t t h r a r t e o t o o t o d c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

Stamp

100% VA SUBMITTAL 09.04.20

CR

1A-403

WOMEN

1A-246

OBSERVATION

1A-248

OFFICE

1A-243

OBSERVATION

1A-245

OBSERVATION

1A-247

OFFICE

CORR

1A-244

OSERVATION

(E)SS

(E)SS

E

S

S

E

S

S

4"

8"

6"

6"

(E)DHW

(E)DCW

(E)

(E)DHW

(E)DCW

(E)

E

2"

(E)O2

(E)MA

(E)MV

(E)O2

(E)MA

(E)MV

1"

1 1/2"

1"

1 1/2"

3/4"3/4"

E

D

C W

E

D

H W

2 1/2"

4" 4"

2"

CR

1A-403

WOMEN

1A-246

OBSERVATION

1A-248

OFFICE

1A-243

OBSERVATION

1A-245

OBSERVATION

1A-247

OFFICE

1A-275

ROOM

CONTROL

1A-277

SCAN

CT

1A-276

X-RAY

EQUIPMENT ROOM

This generator comes stock with a 65kw but it has an option of 90kw. It comes with or without an Access Point. Planner should set the correct visibility state.

DCW

DHW

DCW

DHW

(E)SS

(E)SS

E

S

S

E

S

S

4"

8"

6"

(E)DHW

(E)DCW

(E)

(E)DHW

(E)DCW

(E)

E

2"

2"

3"

2"

MGO-1

O2

MA

MV

O2

MA

MV

1 1/2"

E

D

C W

E

D

H W

DCW DCW

2"

3/4"

D H

W

D C

W

3/4"

D H

W

D C

W

2 1/2"

DHW

2 1/2"

2 1/2"

2"SS

4"

DCW

SS

SK-1/MV-1

2 1/2"

SK-1/MV-1

ZV-1

3/4"

MGO-1

2 1/2"

2 1/2"

4"

O2

O

MA

MV

M A

M V

1/2"

4"

O2

MA

MV

3"

SS

2"

SS

3/4"

3/4"

2"

3"

3"

2"

ZV-1

O2

MA

MV

6"

WHA-1

AGF-1

WHA-1

2"SS

1"

2"SS

TP-1

8"SS

3/4"

1/2"

4"

1A-404

MEN

EQUIP

SB01-1A

1A-403

WOMEN

1A-404

MEN

1A-275A

EQUIPMENT ROOM

DCW

RHB-1

FS-1

DCW

T P

1/2"

TP-1

EQUIP

SB01-1A

P410

PLUMBING ENLARGED PLANS

SMRV

ENALRGED DEMOLITION FLOOR PLAN 2SCALE: 1/4"

ENLARGED REMODEL FLOOR PLAN 1SCALE: 1/4"

DEMOLITION NOTES

REMODEL NOTES

CONNECT 3/4" DOMESTIC COLD WATER, 3/4" DOMESTIC HOT WATER & 2"

VENT TO EXISTING 3/4" DOMESCTIC COLD WATER, 3/4" DOMESTIC HOT

WATER & 2" VENT ABOVE CEILING.

CONNECT 2 1/2" DOMESTIC COLD WATER & 2 1/2" DOMESTIC HOT WATER TO

EXISTING 2 1/2" DOMESCTIC COLD WATER & 2 1/2" DOMESTIC HOT WATER

ABOVE CEILING.

CONNECT 4" VENT TO EXISTING 4" VENT ABOVE CEILING

CONNECT 1 1/2" MEDICAL VACUUM, 1 1/4" MEDICAL VACUUM, 1" MEDICAL AIR

& 1' OXYGEN TO EXISTING 1 1/2" MEDICAL VACUUM, 1" MEDICAL AIR, 3/4"

MEDICAL AIR, 3/4" OXYGEN & 1" OXYGEN ABOVE CEILING.

1/2" DOMESTIC COLD WATER DROP TO TP-1 BEHIND ACCESS PANEL.

CONNECT 2" SANITARY SEWER TO EXISTING 4" SANITARY SEWER BELOW

FLOOR. VERIFY EXACT LOCATION IN THE FIELD.

DISCONNECT 3/4" DOMESTIC COLD WATER, 3/4" DOMESTIC HOT WATER & 2"

VENT ABOVE CEILING.

DISCONNECT 2 1/2" DOMESTIC COLD WATER & 2 1/2" DOMESTIC HOT WATER

ABOVE CEILING.

DISCONNECT 4' VENT ABOVE CEILING

DISCONNECT 1 1/2" MEDICAL VACUUM, 1 1/4" MEDICAL VACUUM, 1" MEDICAL

AIR, 3/4" MEDICAL AIR, 3/4" OXYGEN & 1" OXYGEN ABOVE CEILING

3/4" MEDICAL VACUUM. 1/2" MEDICAL AIR & 1/2" OXYGEN DROP & RISE TO &

FROM ZV-1.

GENERAL NOTE

1. THE CONCEPT IN REROUTING UTILITIES IS TO AVOID CONFLICTS IN

SUPPORTING MEDICAL EQUIPMENT IN THE INTERSTITIAL SPACE.

CONTRACTOR TO FILED VERIFY THE EXTENT OF DEMOLITION REQUIRED

TO ACCOMMODATE STRUCTURAL SUPPORT FOR MEDICAL EQUIPMENT.

SEE STRUCTURAL DRAWING FOR REFERENCE.

PROVIDE 1" EMT CONDUIT BELOW SLAB & UP TO FURRED WALL, 12" AFF.

ROUTE 3/8" CONDENSATE HOSE IN CONDUIT. TERMINATE 3/8" CONDENSATE

HOSE IN AIR GAP FITTING AGF-1. COORDINATE EXACT POINT OF INTERFACE

IN THE FIELD & WITH SIEMENS REPRESENTATIVE.

VA FORM 08-6231

o g o t o a r t o t t h r g h t o t o o t t h r a r t e o t o o t o c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

NTS

NTS

1GRAVITY TRAPEZE PIPE SUPPORT DETAIL. GRAVITY PIPE UPPER ATTACHMENT (METAL DECK) DETAIL

P510

PLUMBING DETAILS

RV SM

LOAD=600 LBS MAX

LOAD=600 LBS MAX

3/8" DIA ALL

THREADED ROD

B-LINE B655 ROD

COUPLING, HEX

NUT AND B200

SERIES SQUARE

WASHER

3/8" DIA HILTI KB-TZ W/2"

EMBED.(ICC ESR 1917)

(E) 4 3/16" LT.WT CONC. OVER 3"

METAL DECK(F'C=3000 PSI)

PIPE SLEEVE SPACER

PIPE (4" MAX)

PIPE CLAMP

NOTE:

1. SPACING FOR GRAVITY HANGERS TO BE

PROVIDED @ 10'-0" MAX O.C. AND 2'-0" MAX FROM

EACH TURN/END

3/8"DIA THREADED ROD TYP.

ROD COUPLER

P1000 UNISTRUT

P1000 UNISTRUT SPANNING MIN.

2 FLUTE W/3/8"DIA. HILTI KB-TZ

W/2" EMBED.(ICC ESR_1917) AT

EACH FLUTE-TYP.

NOTE:

1. SPACING FOR GRAVITY HANGERS TO BE

PROVIDED @ 8'-0" MAX O.C. AND 2'-0" MAX

FROM EACH TURN/END.

2. MAXIMUM NUMBER OF PIPES ON EACH

TRAPEZE IS 6.

3. MAXIMUM PIPE SIZE ON EACH TRAPEZE IS 3".

(E)4 3/16" LT.WT CONC OVER 3"

METAL DECK(F'C=3000 PSI)

16"

UNISTRUT SRING NUT

3/8"DIA. HILTI KB-TZ W/2"

EMBED.(ICC ESR_1917) TO

LOWER FLUTE

2'-0" MAX

PIPE CLAMP (TYP.)

VA FORM 08-6231

o g o t o a r t o t t h r g h t o t o o t t h r a r t e o t o o t o c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

NTS

FIRESTOP ASSEMBLY FOR PIPE PENETRATIONS (INSULATED)

NTS

NTS

NTS

3FIRESTOP ASSEMBLY FOR PIPE PENETRATIONS (UNINSULATED)

FIRESTOP ASSEMBLY FOR PIPE PENETRATIONS (INSULATED)

P520

PLUMBING DETAILS

RV SM

Dia In.

Max Pipe or Conduit

In.

Annular Space

Hr

F Rating

Hr

T Rating

0 to 3/16

1/4 to 1/2

0 to 1-1/2

0+ , 1 or 2

1 or 2

3 or 4

1 or 2

3 or 4 installed, as tabulated below:

system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop

Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall.

- Caulk fill material installed to completely fill annular space between pipe or conduit and3. Fill,Void or Cavity Material* and to be rigidly supported on both sides of wall assembly.

max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs.A tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller)

(or

- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight 2. Pipe or Conduit

UL Fire Resistance Directory. Max diam of opening is 13-1/2 in.

number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the

- Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness,B. Gypsum Board*

3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.

consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min

- Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs toA. Studs include the following construction features:

manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall the

- The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in 1. Wall Assembly

*Bearing the UL Classification Marking

- CP 25WB+.MINNESOTA MINING & MFG CO

+When copper pipe is used, T Rating is 0 h.

6 1/4 to 1/2 3 or 4

4B

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400

Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.

B. Gypsum Board* - Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 14-1/2 in for wood stud walls and 18 in. for steel stud walls.

The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall.

2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:

A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing.

C. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.

3. Pipe Covering* - Nom 1 or 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints sealed with metal fasteners or with butt strip tape supplied with the product. When nom 1 in. thick pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum wallboard layers on each side of the wall shall be min 1/4 in. to max 3/8

in. When nom 2 in. thick pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum wallboard layers on each side of the wall shall be min 1/2 in. to max 3/4 in.

See Pipe and Equipment Covering - Materials (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. The hourly T Rating of the firestop system is 3/4 hr when nom 1 in. thick pipe covering is used.The hourly T Rating of the firestop system is 1 hr and 1-1/2 hr when nom 2 in. thick pipe covering is used with 1 hr and 2 hr fire rated walls, respectively.

4. Firestop System - Installed symmetrically on both sides of wall assembly. The details of the firestop system shall be as follows:

A. Fill,Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nom 2 in.

wide strip tightly wrapped around pipe covering (foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular space approx 1-1/4 in. such that approx 3/4 in. of the wrap strip width protrudes from the wall surface. One layer of wrap strip is required when nom 1 in. thick pipe covering is used.

Two layers of wrap strip are required when nom 2 in. thick pipe covering is used. MINNESOTA MINING & MFG CO - FS-195+

B. Fill,Void or Cavity Materials* - Caulk - Min 1/4 in. diam continuous bead applied to the wrap strip/wall interface and to the exposed edge of the wrap strip layer approx 3/4 in.

from the wall surface. MINNESOTA MINING & MFG CO - CP 25WB+. *Bearing the UL Classification Marking

FIRESTOP ASSEMBLY FOR PIPE PENETRATIONS (UNINSULATED)

Conduit Dia In.

Max Pipe or

Space In.

Max. Annular

Type (a)

Packing Mtl

Thkns In.

Min Caulk

1/2 (c)

BR, CF, GF, OR MW

CF OR MW

1/2 (b)

*Bearing the UL Classification Marking

- Type CP 25WB+MINNESOTA MINING & MFG CO

(c) Caulk installed flush with bottom surface of floor or one surface of solid (non-concrete block) wall

(b) Caulk installed flush with top surface of floor or both surfaces of wall

MW = Mineral-wool batt.

GF = Glass fiber insulation.

CF = Ceramic fiber blanket.

(a) BR = Polyethylene backer rod.

4. Fill,Void or Cavity Materials* - Caulk - Applied to fill the annular space to the min thickness shown in the following table:

from either side of solid concrete wall.

ceramic fiber blanket or mineral wool batt packing material may be recessed min 1/2 in. from bottom surface of floor or

(Item 4). As an alternate when max pipe size is 10 in. diam and when max annular space is 1 in., a min 1 in. thickness of tightlypacked from both surfaces of solid concrete or concrete block wall as required to accommodate the required thickness of caulk fill material wool batt or glass fiber insulation material used as a permanent form. Packing material to be recessed from top surface of floor or

3. Packing Material - Polyethylene backer rod or nom 1 in. thickness of tightly-packed ceramic (alumina silica) fiber blanket, mineral

A1. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe.

A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

pipes, conduits or tubing may be used:

1-3/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max

2. Through Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop or wall. Sleeve to be flush with or project max 2 in. from top surface of floor or from both surfaces of wall.

1A. Steel Sleeve (Optional, not shown) - Nom 12 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve cast into concrete floor

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

constructed of any UL Classified Concrete Blocks*. Max diam of circular through opening is 22-1/2 in.

1. Floor or Wall Assembly - Min 4-1/2 in. thick lightweight or normal weight (100-150 pcf) concrete. Wall may also be following table:

number of wrap strip layers required is dependent upon the max pipe size and the pipe covering thickness, as shown in the installed in the same manner used for floor assemblies but shall be installed symmetrically on both sides of the wall. The min such that the top edges are recessed min 1/2 in. form top surface of floor. In wall assemblies, the wrap strip layers shall be successive layers staggered. Wrap strip layers securely bound with steel wire or aluminum foil tape and slide into annular space side exposed) to fill annular space. Each layer of wrap strip is to be installed with a butted seam, with the butted seams in aluminum foil, supplied in 2 in. wide by 24 in. long strips. Nom 2 in. wide strips tightly-wrapped around pipe covering (foil

A. Fill,Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. thick intumescent elastomeric material faced on one side with

- The details of the firestop system shall be as follows:4. Firestop System

25 or less and a Smoke Developed Index of 50 or less may be used.

pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of

See Pipe and Equipment Covering - Materials* (BRGU) category in Building Materials Directory for names of manufacturers. Any secured with metal fasteners or with butt strip tape supplied with the product.

with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints

- Nom 1, 2 or 3 in. thick hollow cylindrical heavy density (min. 3.5 pcf) glass fiber units jacketed on the outside3. Pipe Covering*

10 (or heavier) steel pipe centered in the opening and rigidly supported on both sides of the floor or wall assembly.

iron soil pipe, nom 30 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe or nom 30 in. diam (or smaller) Schedule

- Nom 4 in. diam (or smaller) Type L (or heavier) copper pipe, nom 15 in. diam (or smaller) service weight (or heavier) cast2. Pipe

When steel sleeve is used, F Rating is 2 hr and T Rating is 0 hr.

thick concrete floor or wall. Sleeve to be flush with or project max 2 in. from top surface of floor or from both surfaces of wall.

(Optional, not shown) - Nom 36 in. diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast into min 4-1/2 in.1A. Steel Sleeve

(CAZT) category in the Fire Resistance Directory for names of manufacturers.Concrete BlocksSee

*. Max diam of opening is 36 in.Classified Concrete Blocksconstructed of any UL

- Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be1. Floor or Wall Assembly

Thkns In.

Min Floor or Wall

*Bearing the UL Classification Marking

MINNESOTA MINING & MFG CO - CP 25WB+

1/2 in., flush with top surface of floor or both surfaces of wall.

- Caulk - Applied to fill the annular space (over edges of wrap strip layers) to a min depth ofB. Fill,Void or Cavity Materials*

Diam In.

Max Pipe

Thkns In.

Nom Pipe Covering

Space In.

Annular

Strip Layers

Min No. of Wrap

Hr

F Rating

Hr

T Rating

4-1/2

4-1/2

12 2

1/4 to 3/8

1/2 to 5/8

2 1

VA FORM 08-6231

o g o t o a r t o t t h r g h t o t o o t t h r a r t e o t o o t o c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

VA FORM 08-6231

g o t o a r t o t t h r g h t o t o o t t h r a r t e o t o o t o c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

Stamp

100% VA SUBMITTAL 09.04.20 E001

1. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY

UNDERWRITER'S LABORATORIES (UL) AND BEAR THEIR LABEL, OR LISTED AND

CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY WHERE UL DOES NOT

HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA

SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. IN ADDITION, THE

MATERIALS, EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE

REQUIREMENTS OF THE FOLLOWING:

AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)

INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

AMERICAN STANDARD ASSOCIATION (ASA)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)

CALIFORNIA ELECTRICAL CODE (CEC) - 2013 EDITION

CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

ALL LOCAL CODES HAVING JURISDICTION.

WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENTS, THE MOST

STRINGENT RULE SHALL APPLY.

2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL FEES, CHARGES, AND

INCIDENTAL COSTS NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL

WORK, INCLUDING ALL CHARGES BY STATE, COUNTY AND LOCAL GOVERNMENTAL

AGENCIES.

3. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE RECORD SET

OF DRAWINGS. THESE PRINTS SHALL BE CORRECTED DAILY AND SHOW EVERY

CHANGE FROM THE ORIGINAL DRAWINGS. THIS SET OF DRAWINGS SHALL BE KEPT ON

THE JOB SITE AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE

CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES IN THE

LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. UPON COMPLETION OF THE

WORK, A SET OF REPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM

THE ARCHITECT, AND ALL CHANGES AS NOTED ON THE RECORD SET OF DRAWINGS

SHALL BE INCORPORATED THEREON WITH BLACK INK IN A NEAT, LEGIBLE,

UNDERSTANDABLE AND PROFESSIONAL MANNER. FAILURE TO KEEP RECORD

DRAWINGS UP-TO-DATE SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF PROGRESS

PAYMENTS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY POWER

FACILITIES AND CONNECTIONS FOR ALL FEEDERS OR SYSTEMS BEING DISCONNECTED

IN ORDER TO MAINTAIN SYSTEMS IN OPERATION OR WHERE SAID FEEDERS OR

SYSTEMS REQUIRE EMERGENCY STANDBY POWER.

5. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR

RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECTION TO MOTORS AND

EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE

LINE DIAGRAM, ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES. REVIEW

THE DRAWINGS OF OTHER TRADES FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF

EQUIPMENT. DISCONNECT SWITCHES, STARTERS, WIRING, CONTROLS, AND CONDUIT

FOR MECHANICAL AND PLUMBING OPERATIONS SHALL BE PROVIDED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP

DRAWINGS PRIOR TO ROUGHING IN ALL CONDUIT TO THIS EQUIPMENT.

6. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS IN

CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS

DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING,

PATCHING, AND REFINISHING OF EXISTING WALLS AND SURFACES WHEREVER IT IS

NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED METHOD

TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR OR CEILING. EXACT

METHOD AND LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE

WALLS OR FLOORS SHALL BE UL APPROVED.

7. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILING SPACES

PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. ARRANGE

CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE.

8. THE CONTRACTOR SHALL STRATEGICALLY LOCATE BOXES, ETC., IN AN ACCESSIBLE

CEILING SPACE OR PROVIDE AN ACCESS PANEL FOR INACCESSIBLE CEILING

SYSTEMS.

9. COORDINATE REQUIRED ACCESS DOORS IN NON-ACCESSIBLE CEILINGS TO SUIT FIELD

CONDITIONS. THE EXACT SIZES AND PHYSICAL LOCATIONS SHALL SUIT ACCESSIBILITY

AND CONSTRUCTION CONDITIONS. ACCESS DOORS SHALL BE PROVIDED IN OTHER

SECTIONS OF THE SPECIFICATIONS. ACCESS DOORS SHALL HAVE A FIRE RATING

EQUAL TO THE CEILING ASSEMBLY IN WHICH THEY ARE INSTALLED.

10. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT

DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, ETC. (ALL

MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND

SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR

IN THE SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS

REQUIRED BY THE OWNER AND ARCHITECT/ENGINEER.

11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TYPE OF CEILING

SYSTEMS AND TO FURNISH APPROVED LIGHTING FIXTURES OF THE TYPE REQUIRED

FOR MOUNTING IN SUBJECT CEILING. WHERE FIXTURES ARE RECESSED IN PLASTER

OR DRYWALL CEILINGS, THEY SHALL BE COMPLETE WITH NECESSARY MOUNTING

HARDWARE AND PLASTER FRAMES.

12. ALL RECESSED LIGHTING FIXTURES, RECEPTACLES, SWITCHES, ETC., MOUNTED IN

THE FIRE RATED CEILINGS OR WALLS SHALL BE ENCLOSED WITH AN APPROVED

ENCLOSURE CARRYING THE SAME FIRE RATING AS THE CEILING OR WALL.

13. REFER TO SINGLE LINE DIAGRAM AND FEEDER SCHEDULES FOR CONDUIT AND

CONDUCTOR SIZE TO PANELS, TRANSFORMERS, MECHANICAL AND PLUMBING

EQUIPMENT, ETC. CONDUIT RUNS MAY NOT BE SHOWN ON DRAWINGS, BUT ARE PART

OF THIS CONTRACT.

14. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE

COORDINATED WITH THE ARCHITECTURAL ELEVATIONS, DETAILS, OR SECTIONS PRIOR

TO INSTALLATION. ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE RECESSED IN

WALLS UNLESS OTHERWISE NOTED. OUTLETS NOT INDICATED ON ARCHITECTURAL

ELEVATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH-IN.

REVIEW ARCHITECTURAL ELEVATIONS OF CASEWORK. OUTLETS MOUNTED

ABOVE OR BELOW, OR ADJACENT TO CASEWORK SHALL BE COORDINATED

WITH THE ARCHITECTURAL DRAWINGS, PRIOR TO FINAL ROUGH-IN.

ELECTRICAL DRAWINGS SHALL GOVERN NUMBER AND TYPE OF OUTLETS. HOWEVER,

LOCATIONS SHALL BE AS INDICATED ON ARCHITECTURAL ELEVATIONS. PROVIDE

CONDUIT, WIRES, AND OUTLETS FOR WORK REQUIRED IN CASEWORK

INSTALLATIONS. REFERENCE ARCHITECTURAL DETAILS FOR METHOD OF ROUTING

CONDUIT WITHIN CASEWORK CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CUT-OUTS IN TILE OR COUNTERS SPLASHES WHERE

RECEPTACLES, OUTLETS, ETC., OCCUR. PROVIDE BOX EXTENSIONS THROUGH ALL

CASEWORK. FINISH FLUSH WITH FACE OF SPLASH, CABINET, ETC.

MOUNTING HEIGHTS OF ALL DEVICES AND EQUIPMENT ARE FROM FINISHED

FLOOR TO CENTER OF DEVICES AND EQUIPMENT UNLESS OTHERWISE NOTED.

BOXES INSTALLED IN LOCATIONS NOT APPROVED BY THE ARCHITECT SHALL BE

RELOCATED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE

OWNER.

APPLICABLE CODES

CALIFORNIA ADMINISTRATIVE CODE (CAC)

PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

CALIFORNIA BUILDING CODE (CBC)

PART 2, TITLE 24, CCR

BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC)

CALIFORNIA ELECTRICAL CODE (CEC)

PART 3, TITLE 24, CCR

BASED ON THE 2014 NATIONAL ELECTRICAL CODE (NEC)

CALIFORNIA MECHANICAL CODE (CMC)

PART 4, TITLE 24, CCR

BASED ON THE 2015 UNIFORM MECHANICAL CODE (UMC)

CALIFORNIA PLUMBING CODE (CPC)

PART 5, TITLE 24, CCR

BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC)

CALIFORNIA FIRE CODE (CFC)

PART 9, TITLE 24, CCR

BASED ON THE 2015 INTERNATIONAL FIRE CODE (IFC)

SHEET INDEX

SHEET NO. DESCRIPTION

E001

E002

PARTIAL SINGLE LINE DIAGRAMS (NORMAL POWER)

E004

E005 ELECTRICAL KEY PLAN FIRST FLOOR

SYMBOL DESCRIPTION

SPEAKER (CEILING MOUNT)

CFSD

S

F

CR ADDRESSABLE CONTROL RELAY MODULE

F

S

FIRE ALARM EQUIPMENT LIST

NURSE CALL SYSTEM

CORRIDOR LIGHT TO MATCH EXISTING.

ZONE LIGHT TO MATCH EXISTING.

* IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY AND PROVIDE ANY ADDITIONAL NURSE

CALL EQUIPMENT OR ACCESSORY NECESSARY INCLUDING DESIGN BEFORE BID FOR A

COMPLETE WORKING SYSTEM. ANY ADDITIONAL DEVICES SHALL BE PER MANUFACTURER

REQUIREMENT.

GENERAL NOTES, SYMBOL LIST, ABBREVIATIONS, APPLICABLE CODES AND SHEET

INDEX

A "SHOP DRAWING STAMP" MAY BE USED TO INDICATE COMPLIANCE WITH THIS

REQUIREMENT.

SEISMIC NOTES

SHOP DRAWINGS OF THE SUPPORT AND BRACING SYSTEMS IMPLEMENTING

PRE-APPROVAL B-LINE/TOLCO OPM-0052-13 MASON OPM-0043-13 OR OTHER SHALL BE

SUBMITTED TO THE DISCIPLINE IN RESPONSIBLE CHARGE OF THE PROJECT FOR REVIEW

TO VERIFY THAT THE DETAILS ARE IN CONFORMACE WITH ALL CODE REQUIREMENTS. THE

SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH ASCE 7-10 SECTION 13.6 AS MIDIFIED BY

THE CBC 2013 SECTION 1616A.

1.

THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THE

SUPPORTING STRUCTURE IS ADEQUATE FOR THE LOADS IMPOSED ON IT BY THE

SUPPORTS AND BRACES INSTALLED PER THE PRE-APPROVAL IN ADDITION TO ALL

OTHER LOADS.

B) THE SEOR WILL FORWARD THE ANCHORAGE AND BRACING PLANS (INCLUDING

APPROVED CHANGE ORDERS FOR SUPPLEMENTARY FRAMING WHERE REQUIRED)

TO THE DISCIPLINE IN RESPONSIBLE CHARGE WITH A NOTATION INDICATING THAT

THE PLANS HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE

PRE-APPROVAL AND THE DESIGN OF THE PROJECT. (CAC 2013, SECTION 7-153(d)).

C)

THE REGISTERED DESIGN PROFESSIONAL (OTHER THAN COR) MAY PROVIDE THE

SHOP DRAWING STAMP FOR SMALL INSTALLATIONS AT THE DISCRETION OF THE

DISTRICT STRUCTURAL ENGINEER.

D)

THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED TO RESIST THE

LOADS, MAINTAIN STABILITY AND/OR IS REQUIRED FOR INSTALLATION OF PRE-APPROVED

SYSTEM.

2.

THE SHOP DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED TO THE

DISTRICT STRUCTURAL ENGINEER TO REVIEW THE FP FOR PRE-APPROVED SYSTEM

3.

THE SHOP DRAWINGS ( WITH THE SHOP DRAWING STAMP) SHALL BE KEPT ON THE JOBSITE

AND CAN THEN BE USED FOR INSTALLATION OF THE SUPPORT AND BRACING.

4.

A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/MANUAL SHALL BE ON

THE JOBSITE PRIOR TO STARTING THE INSTALLATION OF HANGERS AND/OR BRACES.

5.

COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS SHALL NOT BE

MIXED.

6.

ANY SUBSTITUTION OF COMPONENT OF A PRE-APPROVED BRACING SYSTEM

SHALL REQUIRE REVIEW AND APPROVAL. REFERENCE: 2013 CAC SECTIONS 7-115,

7-126, 7-153, AND CBC 2013 SECTION 107.

ONLY ONE PRE-APPROVED BRACING SYSTEM MAY BE USED FOR A RUN OF PIPE,

DUCT, OR CONDUIT.

A)

B)

PROJECT SCOPE OF WORK

COMBINATION FIRE & SMOKE DAMPER. CONNECT PER

MANUFACTURER'S REQUIREMENT. PROVIDED ALL POWER AND

SYSTEM CONNECTION AND A MANUAL MOTOR STARTER SWITCH AT

EACH LOCATION

MULTI CANDELA STROBE PROVIDE AS SHOWN ON PLANS

MULTI CANDELA SPEAKER/STROBE. PROVIDE AS SHOWN ON PLANS

PHOTOELECTRIC SMOKE DETECTOR (CEILING MOUNTED) STANDARD

BASE/RELAY BASE

FIRE ALARM MANUAL PULL STATION, DOUBLE ACTION

HEAT DETECTOR (CEILING MOUNTED) STANDARD BASE

PHOTOELECTRIC DUCT DETECTOR FOR FAN SHUT DOWN. PROVIDE

REMOTE TEST SWITCH WITH LED, KEYED. COORDINATE WITH

MECHANICAL DRAWINGS FOR DETAILS.

EMERGENCY PULLCORD STATION WITH RESET. (GASKETED

WHEN USED IN SHOWER AREAS.)

F

FIRE ALARM SYSTEM CONDUIT RUN. 3/4 INCH CONDUIT MINIMUM

UNLESS INDICATED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS

AND SPECIFICATIONS FOR REQUIRED WIRING

NC

NURSE CALL SYSTEM CONDUIT RUN. REFER TO DRAWINGS AND

SPECIFICATIONS FOR REQUIRED WIRING.

NURSE CALL MASTER STATION. "W" INDICATES WALL MOUNTED.

SYMBOL DESCRIPTION

GROUND FAULT SENSOR

GROUND FAULT PROTECTION DEVICE

GROUND

M

VOLTAGE TRANSFORMER. FLOOR MOUNTED, COPPER WOUND, DRY

TYPE UNLESS SPECIFIED OTHERWISE

S

3k

1a

1a

1a

UTILITY METER SOCKET, WITH C.T.s, CLIPS, ETC., PER SERVING

UTILITY COMPANY

CEILING LIGHT FIXTURE AND OUTLET, FLUORESCENT, OR LED. UPPER

CASE LETTER "A" INDICATED TYPE OF FIXTURE AS PER LIGHTING

FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES CONTROLLING

SWITCH, NUMERAL INDICATES CIRCUIT. SHADED SYMBOL INDICATES

FIXTURE WITH EMERGENCY POWER PROVISIONS

FLUORESCENT, LED LIGHT FIXTURE OUTLET. UPPER CASE LETTER "B"

INDICATED TYPE OF FIXTURE AS PER LIGHTING FIXTURE SCHEDULE.

LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL

INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH

EMERGENCY POWER PROVISIONS

GFS

GFP

BRACKET OR WALL MOUNTED LIGHT FIXTURE AND OUTLET, HID,

FLUORESCENT OR INCANDESCENT. UPPER CASE LETTER "D"

INDICATED TYPE OF FIXTURE AS PER LIGHTING FIXTURE SCHEDULE.

LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL

INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE WITH

EMERGENCY POWER PROVISIONS

ILLUMINATED EXIT LIGHT FIXTURE. SIDE, BACK, CEILING, OR PENDANT

MOUNTED, SINGLE OR DOUBLE FACED AS NOTED BY SHADED ARC,

WITH OR WITHOUT DIRECTIONAL ARROW AS NOTED ON THE

DRAWINGS. NOT TO BE USED AS JUNCTION BOX OR "THROUGH-WIRE"

DEVICE. UPPER CASE LETTER "A" INDICATED TYPE OF FIXTURE AS PER

LIGHTING FIXTURE SCHEDULE.

SWITCH. LOWER CASE LETTER AT BOTTOM INDICATES OUTLETS

CONTROLLED. CAPITAL SUPERSCRIPT INDICATES SWITCH TYPE.

NO SUPERSCRIPT - SINGLE POLE SWITCH

3 - THREE WAY

L - LOCKABLE

M - MANUAL MOTOR STARTER WITH

THERMAL OVERLOAD

PR - PRESS TYPE

DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3

WIRE. PLUS INDICATES ABOVE STANDARD HEIGHT (REFER TO

ARCHITECTURAL DRAWINGS)

A

B

D

F

1a

B

1a

D a

1aA

DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3

WIRE. CONNECTED TO EMERGENCY CIRCUIT. PLUS INDICATES ABOVE

STANDARD HEIGHT (REFER TO ARCHITECTURAL DRAWINGS)

TWO DUPLEX GROUNDING TYPE RECEPTACLES IN 4S BOX, 20 AMP, 125

VOLT, 2 POLE, 3 WIRE

DUPLEX GROUNDING FAULT CIRCUIT INTERRUPTING TYPE

RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE

TWO DUPLEX GROUNDING TYPE RECEPTACLES IN 4S BOX, 20 AMP, 125

VOLT, 2 POLE, 3 WIRE. CONNECTED TO EMERGENCY CIRCUIT

DUPLEX GROUNDING FAULT CIRCUIT INTERRUPTING TYPE

RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. CONNECTED TO

EMERGENCY CIRCUIT

WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR.

MOUNT AT +48" AFF TO TOP OF BOX

S

CEILING MOUNTED OCCUPANCY SENSOR COMPLETE WITH ALL

POWER SUPPLIES, RELAY PACKS AND CONNECTIONS. REFER TO

SPECIFICATIONS FOR TYPE AND DESCRIPTION

OS

WALL MOUNTED LIGHTING DIMMER

D

VOICE/DATA OUTLET

J

J

J

B-1,3

JUNCTION BOX FLUSH FLOOR MOUNTED

CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF #12 CURRENT

CARRYING CONDUCTORS CONTAINED THEREIN. TWO #12 AND ONE

#12 GROUND WIRE ARE INDICATED WHEN CROSS LINES ARE NOT

SHOWN. NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS

INDICATE SIZE OF CONDUCTORS IN LIEU OF #12. ALL CONDUITS SHALL

CONTAIN ONE GROUND WIRE SIZED PER C.E.C. TABLE 250-95, BUT

NOT SMALLER THAN #12 UNLESS NOTED OTHERWISE ON THE

DRAWING

70AT

100AF

3P

JUNCTION BOX IN ACCESSIBLE CEILING SPACE OR FLUSH IN WALL

WITH BLANK COVER PLATE TO MATCH DEVICE PLATES

MOLDED CASE CIRCUIT BREAKER. "AF" INDICATES AMPERE FRAME,

"AT" INDICATES AMPERE TRIP RATING AND NUMBER OF POLES AS

INDICATED. SUBSCRIPT INDICATES TYPE.

NO SUBSCRIPT THERMAL MAGNETIC

NA NON-AUTOMATIC

MO MAGNETIC ONLY

CL CURRENT LIMITING

SS SOLID STATE

EM ELECTRONIC METERING PACKING

CONDUIT HOMERUN TO PANELBOARD. LETTER AND NUMERALS

INDICATE ELECTRICAL PANEL AND CIRCUIT NUMBER

JUNCTION BOX PEDESTAL TYPE FLOOR MOUNTED

PANEL DESIGNATION

RECESSED BRANCH CIRCUIT PANELBOARD

SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD

ELECTRICAL SYMBOL LIST

A)

SYMBOL DESCRIPTION

DEMOLITION SYMBOLS

EXISTING EQUIPMENT WITH "E" ADJACENT IS TO REMAIN.

EXISTING EQUIPMENT WITH "R" ADJACENT IS TO BE COMPLETELY

DISCONNECTED AND REMOVED.

EXISTING EQUIPMENT WITH "RR" ADJACENT IS TO BE DISCONNECTED,

REMOVED AND RELOCATED TO NEW LOCATION AND RECONNECTED

AS REQUIRED.

EXISTING EQUIPMENT TO BE RELOCATED TO NEW LOCATION SHOWN.

EXISTING CONDUIT RUN TO REMAIN. EXISTING CONDUCTORS TO

REMAIN UNLESS NOTED OTHERWISE ON DRAWINGS.

EXISTING CONDUIT RUN TO BE ABANDONED. REMOVE CONDUCTORS

AND CAP ENDS OF CONDUIT.

EXISTING CONDUIT RUN TO BE REWIRED. REFER TO PLANS FOR WIRING

REQUIREMENTS.

EXISTING CONDUIT AND WIRE RUN TO BE COMPLETELY

DISCONNECTED AND REMOVED BACK TO LAST REMAINING OUTLET

OR DEVICE.

"X" INDICATES APPROXIMATE POINT OF INTERCEPTION OF EXISTING

CONDUIT RUN. CONDUIT TO BE REMOVED AT "R" SIDE OF "X". REMOVE

ALL CONDUCTORS PRIOR TO CUTTING CONDUIT. EXACT LOCATION OF

ALL CONDUITS SHALL BE FIELD VERIFIED.

SYMBOL DESCRIPTION

GENERAL NOTES

FIRE ALARM CONTROL PANEL, "FACP"

E110 ELECTRICAL ENLARGED DEMOLITION PLANS

E121 ELECTRICAL ENLARGED LIGHTING PLAN

E200 ELECTRICAL DETAILS

E210 ELECTRICAL ROOF PLAN

E310 ELECTRICAL SHOP DRAWINGS - CT SCAN (FOR REFERENCE)

ABBREVIATION/DEFINITION

AF AMPERE FRAME RATING OF CIRCUIT

BREAKERS

AFF ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CAPACITY RATING

(RMS SYMMETRICAL)

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BKR BREAKER

C. CONDUIT

EMERG EMERGENCY

E EXISTING

CAB CABINET

CC CENTER TO CENTER

CHLOR CHLORLINE, CHLORINATION

CKT CIRCUIT

C.O. CONDUIT ONLY

COMPT COMPARTMENT

COMPR COMPRESSOR

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY (MAGNETICALLY HELD

UNLESS NOTED OTHERWISE)

CT CURRENT TRANSFORMER

CU COPPER

DISC DISCONNECT

DISTR DISTRIBUTION

DWG DRAWING

ELEV ELEVATION

ENCL ENCLOSURE

EQPT EQUIPMENT

EXH EXHAUST

FAA FIRE ALARM ANNUNCIATOR

FDR FEEDER

FF FINISHED FLOOR

GFCI GROUND FAULT CIRCUIT INTERRUPTOR

kW KILOWATTS kVA KILOVOLT AMPERES

LTG LIGHTING

FG FINISHED GRADE

FS FLOW SWITCH

FLEX FLEXIBLE

FLUOR FLUORESCENT

FUT FUTURE

FUP FUSE, CPT PRIMARY

FUS FUSE, CPT SECONDARY

GFI GROUND FAULT INTERRUPTOR

GND GROUND

HH HAND HOLE

HOA HAND-OF-AUTOMATIC

HTR HEATER

HZ HERTZ

INC INCANDESCENT

IND INDICATION

INSTR INSTRUMENT

ISC SHORT CIRCUIT CURRENT

J.B. JUNCTION BOX

k THOUSAND (KILO) kv KILOVOLTS kVAR KILOVOLT AMPERES REACTIVE kWH KILOWATT-HOURS kWDH KILOWATT-HOURS DEMAND METER

LOS PUSHBUTTON W/"LOCK-OUT-STOP"

LS LIMIT SWITCH

LT, LTS LIGHT, LIGHTS

MA MILLIAMPS

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILS

NTS NOT TO SCALE

PNL PANEL

PNLBD PANELBOARD

PWR POWER

REC RECEPTACLE

SCH SCHEDULE

SIG SIGNAL

SPECS SPECIFICATIONS

STD STANDARD

TERM TERMINAL

TS TAMPER SWITCH

TYP TYPICAL

VFD VARIABLE FREQUENCY DRIVE

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

MAG MAGNETIC

MAX MAXIMUM

STL STEEL

STR STARTER

SV SOLENOID VALVE

SW SWITCH

SYS SYSTEM

SYM SYMETRICAL

TACH TACHOMETER

MAN MANUAL

CONTRACTOR SHALL VERIFY WITH FIRE PROTECTION AND MECHANICAL CONTRACTORS

ALL REQUIREMENTS OF EXISTING DEVICES AND/OR EQUIPMENT (TAMPER/FLOW

SWITCHES, DUCT DETECTORS, COMBINATION FIRE SMOKE DAMPERS, ETC) BEFORE BID.

COORDINATE WITH ARCHITECTURAL DRAWINGS CEILING, WALL TYPES AND FINISHES.

THE INSTALLING CONTRACTOR SHALL COORDINATE FIRE ALARM SYSTEM WITH

ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION DRAWINGS FOR ALL REQUIREMENTS NOT SHOWN IN FIRE ALARM DRAWINGS

PROVIDED.

ALL DEVICES AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC AND FOR REFERENCE

ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SITE SURVEY,

CALCULATIONS OF FULL SYSTEMS AND DETAILED DESIGN OF ALL FIRE ALARM SYSTEM.

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, FIELD SURVEY, TESTING, FIELD

ENGINEERING, PERMITTING, APPROVAL, COORDINATION AND INSTALLATION OF ALL NEW

FIRE ALARM DEVICES AND EQUIPMENT. COMPLETE SYSTEM SHALL BE DESIGNED AND

INSTALLED IN ACCORDANCE WITH PROJECT DRAWINGS, SPECIFICATIONS AND ALL

APPLICABLE CODES.

THE FIRE ALARM SYSTEM PLANS AND PERMITS SHALL BE CONSTRUCTED AND OBTAINED

UNDER DEFERRED APPROVAL SUBMITTAL. THE CONTRACTOR IS RESPONSIBLE FOR

SUBMITTING COMPLETE DESIGN INCLUDING DRAWINGS, CALCULATIONS, and product data sheets TO THE CITY AND/OR LOCAL AHJ FOR OBTAINING THEIR APPROVAL PRIOR TO ANY

INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED

SYSTEMS, DEVICES, WIRING AND ACCESSORIES AT NO ADDITIONAL COST TO THE OWNER.

FIRE ALARM DEFERRED APPROVAL NOTES

DATA OR TELEPHONE OR COMBINATION TELEPHONE/DATA

COMMUNICATION OUTLET. CONTRACTOR TO PROVIDE COMPLETE

DATA OUTLET WITH CONDUITS AND CABLES TO MATCH EXISTING

WHERE IS REQUIRED COORDINATE WITH ARCHITECT FOR EXACT

LOCATION.

CABLE TELEVISION LINE, CATV MINIMUM 3/4" [19mm] CONDUIT.

SPEAKER, CEILING MOUNTED, CONTRACTOR TO PROVIDE BACK BOX,

CONDUITS AND CABLES TO MATCH EXISTING. COORDINATE WITH

ARCHITECT FOR EXACT LOCATION

TELEPHONE, DATA, OR DATA /TELEPHONE LINE USE 1"CONDUIT

MINIMUM.

PUBLIC ADDRESS, USE MINIMUM 3/4" [19mm] CONDUIT.

NURSE CALL LINE, USE MINIMUM 3/4" [19mm] CONDUIT.

CLOCK SYSTEM LINE, USE MINIMUM 3/4" [19mm] CONDUIT.

WIRELESS WALL CLOCK TO MATCH EXISTING FACILITY CLOCK

SYSTEM. MOUNT AT +80" A.F.F. TO CENTER LINE (HEIGHT TO MATCH

FACILITY STANDARD HEIGHTS). CONTRACTOR TO PROVIDE COMPLETE

WORKING SYSTEM.

TV OUTLET WALL MOUNT TO MATCH EXISTING, CONTRACTOR TO

PROVIDE BACK BOX , CONDUITS AND CABLES. COORDINATE WITH

ARCHITECT FOR EXACT LOCATION.

OR

COMMUNICATION SYMBOL LIST

OR

WC

ELAPSED TIMER BY OWNER. SHOWN FOR REFERENCE ONLY. PROVIDE

SINGLE GANG BOX AT +85" A.F.F. TO CENTER LINE (HEIGHT TO MATCH

FACILITY STANDARD HEIGHTS). CONTRACTOR TO PROVIDE COMPLETE

WORKING SYSTEM.

ET

SYMBOL DESCRIPTION

TOP: SECTION ID

BOTTOM: SHEET #

XXXX

X

TOP - DETAIL ID NUMBER

BOTTOM - REFERENCE SHEET NUMBER

XX

xx

CONTRACTOR TO RE-PROGRAM (E) PANEL, (E) ANNUNCIATOR, AND (E) POWER SUPPLIES

WITH NEW DEVICES AS REQUIRED FOR COMPLETE WORKING SYSTEM.

WHERE EXISTING FIRE ALARM SHUT DOWN REQUIRES A FIRE-WATCH AT SITE UNTIL NEW

SYSTEM INSTALLED, APPROVED AND IN SERVICE. PER NFPA-72 2018 EDITION.

CONTRACTOR SHALL INSTALL ONLY NEW DEVICES. ALL NEW DEVICES AND EQUIPMENT

SHALL MATCH EXISTING FIRE ALARM SYSTEM USED AS THESE SHALL BE CONNECTED TO

EXISTING SYSTEM.

THE FIRE ALARM DRAWINGS PROVIDED HEREIN ARE CONCEPTUAL FOR ESTABLISHING

FOR BASIS OF DESIGN. THE CONTRACTOR SHALL PREPARE THE APPROPRIATE FIRE

ALARM SYSTEM DESIGN, INCLUDING NUMBERS AND LOCATIONS OF FIRE ALARM DEVICES,

REQUIRED INTERFACE WITH BUT NOT LIMITED TO MECH. SHUTDOWN, FIRE PROTECTION,

EMERGENCY LIGHTING, SMOKE EVACUATION, ELEVATOR CONTROL SYSTEM WHERE

APPLICABLE, AND OBTAIN THE PERMIT UNDER A DEFERRED APPROVAL.

E120 ELECTRICAL ENLARGED POWER AND SIGNAL PLAN

E311

E312

E313

ELECTRICAL SHOP DRAWINGS - CT SCAN (FOR REFERENCE)

ELECTRICAL SHOP DRAWINGS - X-RAY (FOR REFERENCE)

ELECTRICAL SHOP DRAWINGS - X-RAY (FOR REFERENCE)

E003

PARTIAL SINGLE LINE DIAGRAMS (EMERGENCY POWER)

PROVIDE POWER FOR NEW CT SCAN AND X-RAY EQUIPMENT.

PROVIDE NEW LIGHTING AND POWER TO REMODELED SHELL SPACE.

TV

D/T

PA

NC

C

GENERAL NOTES, SYMBOL LIST,

ABBREVIATIONS, APPLICABLE CODES

AND SHEET INDEX

DEMOLITION NOTES, NURSE CALL SYSTEM DEFERRED APPROVAL NOTES, PUBLIC

ADDRESS SYSTEM DEFERRED APPROVAL NOTES, PANEL SCHEDULES AND LOAD

SUMMARIES

CAT5 LIGHTING CONTROL CABLE.

g o t o a r t o t t h r g h t o t o o t t h r a r t e o t o o t o c h o t t h r c h o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

PH: 714.490.5555

FAX: 714.490.5560

www.imegcorp.com

222 S. HARBOR

BOULEVARD

SUITE 800

ANAHEIM, CA

92805 PROJECT NO. 19002403.00

Revisions: Date

Approved: VA Project Engineer

ARCHITECT

Drawing Title

Approved: VP, Administration Support

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Construction and Facilities

Management

Dwg. of

CONSULTANTS

Approved: C.E.O.

Approved: Chief, Project Section

Approved: Chief, Maint., & Operations Office

Approved: Chief, Engineering Dept.

Approved: Chief, Env. of Care Dept.

Approved: Chief, Env. Management Dept.

Approved: Dir., Facilities Management

Approved: Chief, Medical Officer

Project Number

11201 BENTON STREET

LOMA LINDA, CA 92357

605- CSI-005

09.04.20

VA Loma Linda

Healthcare System

Expand Emergency Department

ISSUED FOR

100%

SUBMITTAL

CONSTRUCTION

DOCUMENT

DRAWINGS

1497.01

65% VA SUBMITTAL 04.07.20

CT SCANNER & X-RAY

95% VA SUBMITTAL 05.22.20

Stamp

100% VA SUBMITTAL 09.04.20 E002

DEMOLITION NOTES, NOTES, NURSE CALL SYSTEM DEFERRED

APPROVAL NOTES, PUBLIC ADDRESS SYSTEM DEFERRED

APPROVAL NOTES, PANEL SCHEDULES AND LOAD

SUMMARIES

CONDUITS AND WIRINGS AS REQUIRED BY CODE, LOCAL ORDINACES,

MENTS, CONTRACTOR TO PROVIDE ADDITIONAL DEVICES, EQUIPMENT

NURSE CALL DEVICES AND EQUIPMENT SHOWN ARE MINIMUM REQUIRE-

THE FOLLOWING WORK SHALL NOT BE STARTED UNTIL THE DETAILED

DRAWINGS, SPECIFICATIONS, AND ENGINEERING CALCULATIONS HAVE BEEN

AND PROFESSIONAL ENGINEER WHO HAS DELEGATED RESPONSIBILITY

COVERING THE WORK SHOWN ON A PARTICULAR DRAWING OR SPECIFICATION,

THE SYSTEM SHALL MEET THE SPECIFICATION AND REQUIREMENTS OF

SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT & ENGINEER

WITHIN 14 CALENDAR DAYS AFTER NOTICE TO PROCEED. THE NURSE CALL

SYSTEM SHOP DRAWINGS SHALL CONTAIN THE FOLLOWING INFORMATION:

PROVIDE CATALOG DATA, AND MODEL NUMBER FOR EVERY NURSE CALL

DEVICES AND SYSTEM COMPONENT.

PROVIDE SINGLE LINE, RISER, AND POINT-TO-POINT WIRING

INDICATE THE CONDUIT SIZES, QUANTITY AND TYPE OF

CONDUCTORS, AND CABLES.

PROVIDE FLOOR PLANS SHOWING LOCATIONS OF ALL NURSE CALL

DEVICES, AND EQUIPMENT. INTERCONNECT WIRING, POWER SUPPLIES,

ACCEPTED AND SIGNED BY THE ARCHITECT IN GENERAL CHARGE OF DESIGN

AND KAISER HOSPITAL.

DIAGRAMS.

AND ANNUNCIATORS.

AND APPROVED BY THE ENGINEER AND KAISER FACILITY ENGINEER.

NURSE CALL SYSTEMS: EXISTING CONTROL PANEL "RESPONDER 5 MODEL"

KAISER HOSPITAL STANDARD. NURSE CALL SYSTEM

NURSE CALL SYSTEM DEFFERED APPROVALNOTES

PUBLIC ADDRESS SYSTEM DEFERRED APPROVAL NOTES

1. IN GENERAL, THE DEMOLITION PLAN SHOWS ALL EXISTING EQUIPMENT TO BE REMOVED;

HOWEVER, ELECTRICAL EQUIPMENT, WHETHER SHOWN ON THIS DRAWINGS OR NOT THAT IS

LOCATED IN REMOVED WALLS, FLOORS OR CEILINGS, SHALL BE REMOVED UNLESS

OTHERWISE NOTED.

2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED

ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING

CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE

REQUIRED TO PERFORM HIS WORK.

3. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO DISCONNECT AND

REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, ELECTRICAL EQUIPMENT, ETC.,

AFFECTED BY THE REMODELED AREA. THIS WILL INCLUDE REROUTING, OR THE

EXTENSION OF, EXISTING CONDUIT AND FEEDERS WHERE NECESSARY TO MAINTAIN THE

CONTINUITY OF EXISTING EQUIPMENT REMAINING.

4. ALL CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS

WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S

RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS

ACCORDING TO EXISTING CONDITIONS IF REQUIRED.

5. EXISTING CONDUIT FEEDS UP THROUGH FLOOR SHALL BE CUT OFF AND PLUGGED FLUSH

WITH FLOOR WHERE EXISTING WALL, ETC., IS REMOVED. REMOVE CONDUCTORS FROM

THIS POINT BACK TO LAST OUTLET REMAINING IN SERVICE.

6. WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT FEEDS

WHICH HAVE BEEN CUT-OFF AND CAPPED FLUSH WITH FLOOR, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS-BUILT"

DRAWINGS UNLESS OTHERWISE NOTED.

7. IT SHALL BE THE RESPONSIBILITY FO THIS CONTRACTOR TO MAINTAIN CONTINUITY OF

ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION WHICH ARE BEING

FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF

REROUTING CONDUIT, WIRING, ETC., AS REQUIRED.

8. ALL ELECTRICAL FIXTURES, OUTLETS, DEVICES, ETC., THAT ARE REMOVED, SHALL BE

REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRING BACK TO THE LAST FIXTURE,

OUTLET, DEVICE, ETC., REMAINING IN SERVICE.

9. EXISTING CIRCUITS WHICH ARE REMOVED AND NOT REUSED SHALL BE IDENTIFIED ON THE

PANEL SCHEDULE AS "SPARE".

10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL

OF EXISTING ELECTRICAL…