DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

AC.

AC.

AC.

AC.

AC.

AC.

CONC.

CONC.

CONC.

DRIVE

DRIVEDRIVE

CONC.

AC.

AC.

AC.

AC.

STOP 536

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E L \2

-8

M e d ic a ti o n D is p e n s in g U n it I n s ta lla ti o n F iv e H o s p it a ls

D

S H

A D S H

-M D S H

-N D S H

-P D S H

-C C

A D

\D S H

-P a tt o n \2

T .d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

LOCATION PLAN VICINITY MAP SCOPE OF WORK

3102 EAST HIGHLAND AVENUE, PATTON, CALIFORNIA 92369

DEPARTMENT OF STATE HOSPITALS - PATTON

DEPARTMENT OF STATE HOSPITALS

T0.1

1. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 - FIRE SAFETY

DURING CONSTRUCTION OF THE 2022 CALIFORNIA FIRE CODE.

FIRE SAFETY DURING CONSTRUCTION

1. REMOVE (E) MEDICATION DISPENSING UNITS AND STORE PER THE OWNER’S INSTRUCTIONS.

2. REMOVE FLOOR ANCHOR PLATES IN EACH NURSE/MED ROOM AS REQUIRED.

3. PROVIDE POWER & DATA TO (N) EQUIPMENT LOCATIONS WHERE REQUIRED AND VERIFY

FUNCTIONALITY

4. PATCH & PAINT EXISTING FINISHES AS NEEDED TO MATCH EXISTING.

5. PREPARE AND DETERMINE EACH MOUNTING LOCATION AND INSTALL NEW ANCHOR PLATES TO

PREPARE FOR EQUIPMENT INSTALLATION.

MEDICATION DISPENSING UNIT INSTALLATION

MULTI-BUILDING SUBMITTAL - PRIMARY OSFM PERMIT NUMBER: 25-4362

PROJECT INFORMATION

PREPARED BY:

J.C. CHANG & ASSOCIATES, INC.

ENGINEERS, ARCHITECTS AND PLANNERS

385 VAN NESS AVENUE, SUITE 208

TORRANCE, CALIFORNIA 90501

PHONE : (310) 212-7644

ARCHITECT OF RECORD /

PRIMARY PROFESSIONAL

MYOUNGJIN KANG

NO. C-37614

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

1. NO DEFERRED APPROVAL ON THIS PROJECT

DEFERRED APPROVALS APPLICABLE CODES AND STANDARDS

TITLE SHEET

1. 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.

(2021 INTERNATIONAL BUILDING CODE & 2021 CALIFORNIA AMENDMENTS)

3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

(2020 NATIONAL ELECTRICAL CODE AND 2021 CALIFORNIA AMENDMENTS)

4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

(2021 UNIFORM MECHANICAL CODE AND 2021 CALIFORNIA AMENDMENTS)

5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

(2021 UNIFORM PLUMBING CODE AND 2021 CALIFORNIA AMENDMENTS)

6. 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

7. 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.

(2021 INTERNATIONAL FIRE CODE AND 2021 CALIFORNIA AMENDMENTS)

8. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11,

TITLE 24 C.C.R.

9. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

10. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS

1. NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CA AMENDED) 2022 EDITION

2. NFPA 14 STANDPIPE SYSTEM (CA AMENDED) 2019 EDITION

3. NFPA 17a WET CHEMICAL SYSTEMS 2021 EDITION

4. NFPA 20 STATIONARY PUMPS 2019 EDITION

5. NFPA 24 PRIVATE FIRE MAINS (CA AMENDED) 2019 EDITION

6. NFPA 72 NATIONAL FIRE ALARM CODE (CA AMENDED) 2022 EDITION

7. NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2018 EDITION

W/ CA AMENDMENTS

8. NFPA 101 LIFE SAFETY CODE 2021 EDITION

9. REFERENCE CODE SECTION FOR NFPA STANDARDS 2022 CBC (SFM)

CHAPTER 35

REFERENCE CODE SECTION FOR NFPA STANDARDS ARE IN 2022 CBC CHAPTER 35 OR 2022 CFC

CHAPTER 80. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

REFERENCE: 2022 CALIFORNIA FIRE CODE

1. SEE OVERALL SITE PLAN FOR SITE ACCESS FOR BOTH PUBLIC RIGHT OF WAY AND LOCAL

FIRE DEPARTMENT.

2. TURNAROUND CAN BE ACCOMPLISHED BY USING EXISTING SITE ROADS. SEE T0.2.

FIRE APPARATUS ACCESS

1. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING HAZARDOUS MATERIAL AT THE AREA

OF WORK INCLUDING BUT NOT LIMITED TO ASBESTOS AND LEAD, AND PROVIDING A REPORT

AND ABATEMENT PLAN ACCORDING TO THE CALIFORNIA STANDARD CODE AND CALOSHA

REQUIREMENTS.

HAZMAT NOTE

1. BIDDER'S ATTENTION IS DIRECTED TO THE FACT THAT THE LOCATIONS OF THE MEDICATION

DISPENSING UNITS SHOWN IN THE DRAWINGS IS DIAGRAMMATIC AND SCHEMATIC IN NATURE.

IT IS EXPECTED THAT THE CONTRACTOR WILL MAKE THE NECESSARY FIELD ADJUSTMENTS TO

COORDINATE THE EXACT LOCATION OF THE UNITS TO FIT WITHIN THE PHYSICAL CONSTRAINTS

OF THE SPACES SHOWN.

2. THE BASE BID MUST INCLUDE THE COST ASSOCIATED WITH MAKING FIELD ADJUSTMENTS AS

NEEDED BASED ON THE DIMENSIONS OF THE EQUIPMENT AND MOUNTING PLATE ANCHORAGE

CRITERIA. THE MOUNTING PLATE LOCATIONS WILL REQUIRE COORDINATION IN EACH

LOCATION TO AVOID CUTTING OR DAMAGE TO THE EXISTING REBAR. SEE THE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION. IT IS EXPECTED THAT THE BIDDER WILL BE A

QUALIFIED CONTRACTOR WITH RECENT, RELEVANT EXPERIENCE WITH PROJECTS OF SIMILAR

SIZE AND SCALE, AND UTILIZE THEIR QUALIFICATIONS AND EXPERIENCE TO PROVIDE A

COMPLETE AND ACCURATE BASE BID.

BASE BID

PROJECT AREA

A MINIMUM OF 72 HOURS NOTICE WILL BE PROVIDED TO THE STATE FIRE MARSHAL WHEN

SCHEDULING ANY TESTS OR INSPECTIONS.

STATE FIRE MARSHAL SPECIAL INSPECTIONS

DRAWING INDEX

GENERAL

T0.1 TITLE SHEET

T0.2 FIRE ACCESS SITE PLAN

T0.3 STATE FIRE MARSHAL TRIAGE LIST

T0.4 BUILDING INFORMATION

ARCHITECTURAL

00-A0.1 ARCHITECTURAL COVER SHEET

00-A0.2 OVERALL SITE PLAN

00-A0.3 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

00-A3.1 DETAIL SHEET

01-A0.1 BUILDING 30 - FIRST FLOOR OVERALL PLAN

01-A0.2 BUILDING 30 - SECOND FLOOR OVERALL PLAN

01-A1.1 BUILDING 30 - FIRST AND SECOND FLOOR DEMOLITION PLANS

01-A2.1 BUILDING 30 - FIRST AND SECOND FLOOR NEW WORK PLANS

01-A4.1 BUILDING 30 - FIRST FLOOR ELEVATIONS - MED RM - 30-19, 31-19, 32-19, 33-19 -

UNITS 30, 31, 32, 33

01-A4.2 BUILDING 30 - SECOND FLOOR ELEVATIONS - MED RM - 34-19, 31-19, 36-19, 37-19 -

UNITS 34, 35, 36, 37

02-A0.1 BUILDING 70 - FIRST FLOOR OVERALL PLAN

02-A0.2 BUILDING 70 - SECOND FLOOR OVERALL PLAN

02-A1.1 BUILDING 70 - FIRST AND SECOND FLOOR DEMOLITION PLANS

02-A2.1 BUILDING 70 - FIRST AND SECOND FLOOR NEW WORK PLANS

02-A4.1 BUILDING 70 - FIRST FLOOR ELEVATIONS - MED RM - 70-19, 71-19, 72-19, 73-19 -

UNITS 70, 71, 72, 73

02-A4.2 BUILDING 70 - SECOND FLOOR ELEVATIONS - MED RM - 74-19, 75-19, 76-19, 77-19 -

UNITS 74, 75, 76, 77

03-A0.1 EB BUILDING 235 - FIRST FLOOR OVERALL PLAN

03-A0.2 EB BUILDING 235 - SECOND FLOOR OVERALL PLAN

03-A0.3 EB BUILDING 235 - THIRD FLOOR OVERALL PLAN

03-A1.1 EB BUILDING 235 - FIRST FLOOR DEMOLITION PLANS

03-A1.2 EB BUILDING 235 - SECOND AND THIRD FLOOR DEMOLITION PLANS

03-A2.1 EB BUILDING 235 - FIRST FLOOR NEW WORK PLANS

03-A2.2 EB BUILDING 235 - SECOND AND THIRD FLOOR NEW WORK PLANS

03-A4.1 EB BUILDING 235 - FIRST FLOOR ELEVATIONS - MED RM - 10-125, 11-143, 12-101, A111, A196A

UNITS EB 10, 11, 12

03-A4.2 EB BUILDING 235 - SECOND & THIRD FLOOR ELEVATIONS - MED RM - 1-220, 2-204, 9-218, 4-323

UNITS EB 01, 02, 04, 09

04-A0.1 N BUILDING 243 - FIRST FLOOR OVERALL PLAN

04-A0.2 N BUILDING 243 - SECOND FLOOR OVERALL PLAN

04-A1.1 N BUILDING 243 - FIRST AND SECOND FLOOR DEMOLITION PLANS

04-A2.1 N BUILDING 243 - FIRST AND SECOND FLOOR NEW WORK PLANS

04-A4.1 N BUILDING 243 - FIRST FLOOR ELEVATIONS - MED RM - 21-07, 21-10, 23-06, 23-09, C121

UNITS 21, 23, BUILDING CENTRAL CORE

04-A4.2 N BUILDING 243 - FIRST FLOOR ELEVATIONS - MED RM - 25-05, 25-08, 27-06, 27-09 -

UNITS 25, 27

05-A0.1 U BUILDING 245 - OVERALL PLAN

05-A1.1 U BUILDING 245 - DEMOLITION PLANS

05-A2.1 U BUILDING 245 - NEW WORK PLANS

05-A4.1 U BUILDING 245 - ELEVATIONS - MED RM - 05-04, 06-04 - UNITS 05, 06

06-A0.1 BUILDING 536 - OVERALL PLAN

06-A1.1 BUILDING 536 - DEMOLITION PLANS

06-A2.1 BUILDING 536 - NEW WORK PLANS

06-A4.1 BUILDING 536 - ELEVATION - CLASSROOM

07-A0.1 BUILDING 512 - OVERALL PLAN

07-A1.1 BUILDING 512 - DEMOLITION PLAN

07-A2.1 BUILDING 512 - NEW WORK PLANS

07-A4.1 BUILDING 512 - ELEVATION - VISITING ROOM

STRUCTURAL

S0.1 STRUCTURAL NOTES & RESEARCH REPORT EXCERPT

S3.1 STRUCTURAL DETAILS

TOTAL NUMBER OF SHEETS = 49

OSFM PERMIT NUMBERS FOR MULTIPLE BUILDINGS

BUILDING NAME OSFM PERMIT NUMBER

1. BUILDING 30 25-S-4362 (PRIMARY)

2. BUILDING 70 25-S-4363

3. EB BUILDING 235 25-S-4364

4. N BUILDING 243 25-S-4365

5. U BUILDING 245 25-S-4366

6. BUILDING 536 25-S-4367

7. BUILDING 512 25-S-4368

NN

PREPARED FOR:

DEPARTMENT OF STATE HOSPITALS

PATTON (DSH-P)

3102 E. HIGHLAND AVENUE

PATTON, CA 92369

DEPARTMENT OF STATE HOSPITALS (DSH)

1600 9TH STREET, ROOM 120

SACRAMENTO, CA 95814

RICARDO REILOVA

CONTRACT MANAGER

OFFICE: (559) 920-8668

EMAIL: RICARDO.REILOVA@DSH.CA.GOV

PANG HER

CONSTRUCTION ADMINISTRATOR

CELL: (916) 508-8283

EMAIL: PANG.HER@DSH.CA.GOV

KRIS BADKAR

ASSOCIATE CONSTRUCTION ANALYST

DSH-PATTON, FACILITY OPERATIONS

PHONE: 909-742-5481

CELL: 909-522-0627

EMAIL: KRISAN.BADKAR@DSH.CA.GOV

PATTON

STATE

HOSPITAL

210 330

V

IC

T O

R

IA

A V E N U

E

C E N T R

A L A

V E N U

E

P A L M

A V E N U

E

BASE LINE STREET

E HIGHLAND AVENUE

PROJECT LOCATION

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-4362

DATE:

APPROVAL OF THIS PLAN DOES NOT

AUTHORIZE OR APPROVE ANY OMISSION OR

DEVIATION FROM APPLICABLE REGULATIONS

REVIEWED BY:

HCAI PEER REVIEWER

04-30-2026

Jeremy Willett. JCCA Thu Oct 16 10:01:08 2025: V1

70 243

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

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JCCA

DSH

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS

LEGEND:

FIRE TRUCK ROUTE

FIRE HYDRANT

WEST SALLY PORT

CENTRAL SALLY PORT

BUILDING NAME

FIRE ACCESS SITE PLAN

SCALE: N 0 24020 FEET120

1" = 120'

T0.2

FIRE ACCESS SITE PLAN

HIGHLAND FIRE DEPARTMENT

30. 30 BUILDING

243. N BUILDING

536. COTTAGE M STAFF

DEVELOPMENT CENTER

70. 70 BUILDING

235. BERNATH BUILDING (EB)

245. U BUILDING

EAST SALLY PORT

(PEDESTRIAN ONLY)

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-4362

Jeremy Willett. JCCA Thu Oct 16 10:01:10 2025: V1

STATE FIRE MARSHAL TRIAGE

LIST

T0.3

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

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U s e rs

\J E R

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\L o c a l\ T e m p \A c P u b lis h \2

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JCCA

DSH

ITEM SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

GENERAL

SEE FOR SPECIFIC SECTION COMMENTS NOT APPLICABLE

PROVIDE A COMPLETE PLAN REVIEW APPLICATION

SUBMIT PLANS SUFFICIENT SIZE

PROVIDE SITE ADDRESS

PROVIDE NAME OF OWNER AND OCCUPANT

IDENTIFY IF NEW CONSTRUCTION OR T.I

IDENTIFY IF NEW OR EXISTING TENANT SPACE

IDENTIFY IF DEFERRED SUBMITTAL

ADD OSFM FILE NUMBER TO TITLE SHEET

PROJECT IS A PHASED SUBMITTAL

SLIP SHEETS SHALL BE BOUND TO SET

SHEET INDEX

WET STAMP AND SIGN SHEETS

SCOPE OF WORK

PROVIDED WITH SUBMITTAL

FLOOR PLANS ARE 1/8"=1' MINIMUM

3102 HIGHLAND AVE., PATTON, CA 92369

OWNER: DEPARTMENT OF STATE HOSPITALS

T.I.

EXISTING

ALL RELEVANT

SHEETS

NOT APPLICABLE

T0.1

T0.1

OSFM NO #### IS NOTED ON THE TITLE SHEET T0.1

PROJECT IS NOT PHASED

NOT APPLICABLE

SHEET INDEX IS ON T0.1 T0.1

ELECTRONIC SIGNATURE PROVIDED ON DOCUMENT ALL SHEETS

SCOPE OF WORK IS INCLUDED ON TITLE SHEET T0.1

OCCUPANT: DEPARTMENT OF STATE HOSPITALS

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

BUILDING INFORMATION

T0.4

BUILDING INFORMATION

BUILDING NAME

CONSTRUCTION

TYPE

NUMBER

OF STORIES

BUILDING

AREA

IN SQ. FT.

SEPARATED /

NON SEPARATED

PARTIAL

SPRINKLER

COVERAGE

FIRE ALARM

OTHER

PROTECTION

SYSTEM

SMOKE

CONTROL

SYSTEM

OCCUPANT

LOAD

YEAR BUILDING

CONSTRUCTED

HIGH FIRE

HAZARD

SEVERITY

ZONE

SEISMIC JOINT

EMERGENCY

RESPONDER RADIO

COVERAGE

OCCUPANCY

GROUP

I-2 / I-3

BUILDING

HEIGHT

AREA OF

PROJECT

ALLOWABLE

STORIES

(CBC TABLE

504.3)

USE

ALLOWABLE

AREA

(CBC TABLE

506.2)

YES NO 960 1960

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

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\J E R

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DSH

YES YES NO YES YES

YES NO 1960YES YES NO YES YES

YES NO 1954YES YES NO YES YES

B NO NO 1913YES NO NO NO YES

YES NO 1951YES YES NO YES YES

YES NO 1956YES YES NO YES YES

1958 UBC TYPE

I-F.R.

3 + BASEMENT

2 + PARTIAL

BASEMENT

22'-0" 112,500 36 S.F.

36 S.F.

36 S.F.

36 S.F.

36 S.F.

36 S.F.

PATIENT

HOUSING

UNLIMITED UNLIMITED SEPARATED

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

1958 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1949 UBC TYPE

I-F.R.

V-B

1952 UBC TYPE

I-F.R.

22'-0"

31'-10"

25'-4"

21'-0"

11''-6 1/2"

112,500

132,000

140,000

8,200

30,000

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

OFFICES

PATIENT

HOUSING

UNLIMITED

UNLIMITED

UNLIMITED

9,000 S.F.

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

SEPARATED

SEPARATED

SEPARATED

NON

SEPARATED

SEPARATED

1,030

30. 30 BUILDING

243. N BUILDING

536. COTTAGE M STAFF

DEVELOPMENT CENTER

70. 70 BUILDING

235. ED BERNATH BUILDING (EB)

245. U BUILDING

B NO NO 1985NO NO NO NO YES1 36 S.F.

1982 UBC TYPE

II-B

14'-7" 2,835 OFFICES 23,000 S.F. 3

NON

SEPARATED

18.9

512. CENTRAL SALLY

PORT/CENTRAL PHARMACY

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

00-A0.1

ARCHITECTURAL COVER

SHEET

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

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JCCA

DSH

LIGHT, THIN LINES INDICATE EXISTING.

HEAVY, THICK LINES INDICATE NEW

HEAVY, SHORT DASHED LINES INDICATE

DEMOLITION OR REMOVAL

TYPICAL PLAN LEGEND

THIS SYMBOLOGY TO BE USED BY ARCHITECTURAL AND LAYOUT FOR

ALL FLOOR PLANS, EQUIPMENT, DEVICES, UTILITIES, ETC., SHOWN ON

DRAWINGS.

GENERAL NOTES

(D) DEMOLISH

(E) EXISTING

(N) NEW

@ AT

& AND

ADJ ADJACENT

ALUM ALUMINUM

A.R.F. ANIMAL RESCUE FORCE

ASTM. AMERICAN SOCIETY FOR

TESTING MATERIALS

ARCH. ARCHITECTURAL OR

ARCHITECT

A.C. ASPHALT CONCRETE

AVE. AVENUE

BLDG. BUILDING

CA. CALIFORNIA

C.B. CATCH BASIN

C.H. CEILING HEIGHT

CLG. CEILING

CEM CEMENT

CEM. MORT. CEMENT MORTAR

CLR. CLEAR

CONC. CONCRETE

CONC. BLK CONCRETE BLOCK

CONST. CONSTRUCTION

C.J. CONSTRUCTION JOINT

CORR. CORRIDOR

DET. DETAIL

DIA.Ø DIAMETER

DIM. DIMENSION

D.O. DOOR OPENING

D.F. DOUGLAS FIR

DN. DOWN

D.S. DOWN SPOUT

DWG. DRAWING

EA. EACH

E EAST

ELECT. ELECTRICAL

EL. ELEVATION

ENGR. ENGINEER

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

EXP. JT. EXPANSION JOINT

EXT EXTERIOR

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MASONRY

FT. FEET

FIN. FINISH

F.F. FINISH FLOOR OR

FACTORY FINISH

F.S. FINISH SURFACE

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.H. FIRE HYDRANT

FLR. FLOOR

F.D. FLOOR DRAIN

GA. GAGE (GAUGE)

GSM GALVANIZED SHEET METAL

GALV. GALVANIZED

GL. GLASS

HGT. / HT. HEIGHT

H.B HOSE BIBB

IN. INCHES

INFO INFORMATION

I.D. INSIDE DIAMETER

JT. JOINT

LT.WT. LIGHT WEIGHT

FF. LINEAL FOOT

MFR. MANUFACTURER

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N NORTH

N.I.C. NOT IN CONTRACT

N.T.S. NOT ON SALE

NO. / # NUMBER

O.C. or O/C ON CENTER

OCC OCCUPANT/OCCUPANCY

O.D. OUTSIDE DIAMETER

P.A. PLANTING AREA

PLAS. PLASTER

PLYWD. PLYWOOD

PREFAB. PREFABRICATED

PL PROPERTY LINE

POC POINT OF CONTACT

QTY. QUANTITY

REQD. REQUIRED

R.O. ROUGH OPENING

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

S SOUTH

SPEC(S) SPECIFICATION(S)

SQ.FT. SQUARE FOOT/FEET

S. STL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

S.D. STORM DRAIN

ST. STREET

STRUCT. STRUCTURAL

THK. THICK

T&G TONGUE & GROOVE

TYP. TYPICAL

U.L. UNDERWRITERS

LABORATORIES

INCORPORATED

U.B.C. UNIFORM BUILDING

U.N.O. UNLESS NOTED

OTHERWISE

VENT VENTILATION

V.P. VENT PIPE

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

VOL. VOLUME

W.H. WATER HEATER

W.M. WATER METER

WT. WEIGHT

W WEST

W.D. WINDOW DIMENSION

W.O. WINDOW OPENING

W/ WITH

W/O WITHOUT

WD. WOOD

ABBREVIATIONS SYMBOL LIST

X

X-XX

CENTERLINE DIMENSION

FACE DIMENSION LINE

DETAIL NUMBER

SHEET NUMBER

DETAIL REFERENCE SYMBOL

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

SYMBOL DESCRIPTION

DETAIL NUMBER

SHEET NUMBER

A2.01

EL. DETAIL NUMBER

SHEET NUMBER

A3.01

A3.01

SECTION NUMBER

(BUILDING SECTION)

SHEET NUMBER

A3.01

SECTION NUMBER

(BUILDING SECTION)

SHEET NUMBER

A3.01

DETAIL NUMBER

SHEET NUMBER

INTERIOR EL. SHOWN

WORK POINT

DATUM LINE

MATCH LINE

REVISION CLOUD AND DELTA

DOOR NUMBER

WINDOW NUMBER

C.H. 9'-0"

GRID IDENTIFICATION

ROOM NAME

ROOM NUMBER

ROOM HEIGHT

EQUIPMENT TAG

X X-###

LOBBY

B-23

125 SQ.FT.

SQUARE FOOT/FEET

X

XXX

GENERAL PROJECT CODE NOTES

XX-XX

1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE

OWNER/CONTRACTOR AGREEMENT, THE DRAWINGS AND ALL ADDENDA AND MODIFICATIONS

ISSUED BY THE DESIGNER.

2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD

CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR

OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE DESIGNER FOR CLARIFICATION

PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION.

3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS AND COMPLY WITH ALL

CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES

(FEDERAL, STATE, OR LOCAL) GOVERNING THE WORK. THE MOST STRINGENT SHALL APPLY.

4. SUBSTITUTIONS, IF ALLOWED, MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW (IN

CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION, OR

INSTALLATION. PROPOSED SUBSTITUTIONS SHALL BE CLEARLY IDENTIFIED ON THE COVER

OF THE SUBMITTAL AND SHALL BE ACCOMPANIED WITH A COMPREHENSIVE COMPARATIVE

ANALYSIS OF THE 2 PRODUCTS FOR VERIFICATION OF EQUIVALENCY. IF SUCH A SUBMITTAL

REQUIRES ADDITIONAL REVIEW TIME BEYOND WHAT IS NORMALLY EXPECTED, THE

DESIGNER WILL BE COMPENSATED FOR THE ADDITIONAL TIME SPENT.

5. PROTECT THE BUILDING, ITS SYSTEMS, FINISHES, AND RELATED AND APPURTENANT ITEMS, SO AS NOT TO CAUSE DAMAGE DERIVED FROM THE WORK, COMPLY WITH BUILDING RULES

AND REGULATIONS.

6. "TYPICAL" OR "TYP." SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR

CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND

NOTED "TYP." ONLY ONCE, WHEN THEY FIRST OCCUR.

7. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED, VERIFY

DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.

8. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT WRITTEN APPROVAL FROM THE DESIGNER.

9. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM

REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE DESIGNER'S REVIEW OF SHOP

DRAWINGS, PRODUCT DATA SAMPLES OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR

HAS SPECIFICALLY INFORMED THE DESIGNER IN WRITING OF SUCH DEVIATION AT THE TIME

OF SUBMITTAL AND THE DESIGNER HAS REVIEWED THE SPECIFIC DEVIATION FOR

COMPLIANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS,

PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY THE DESIGNER'S REVIEW THEREOF.

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE, REQUEST & FORWARD TO

THE DESIGNER FOR REVIEW AND APPROVAL SHOP DRAWINGS, PRODUCT DATA, SAMPLES &

SIMILAR SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS IN A TIMELY MANNER IN

ORDER TO ALLOW PROPER REVIEW, APPROVAL, AND LEAD TIME ON ORDERING MATERIALS

AND EQUIPMENT SUCH THAT THERE ARE NO DELAYS TO THE PROJECT SCHEDULE.

INCOMPLETE SUBMITTALS WILL BE RETURNED UN-REVIEWABLE. THE DESIGNER SHALL BE

COMPENSATED FOR ADDITIONAL SERVICES FOR SUBMITTALS REQUIRING MORE THAN 2

REVIEWS DUE TO LACK OF INFORMATION, INCORRECT OR INCOMPLETE INFORMATION.

11. ALL OPEN JOINTS OR GAPS IN THE FINISHES RESULTING FROM THE ALTERATIONS SHALL BE

CAULKED AND SEALED TO PROVIDE SMOOTH CONTINUOUS SURFACES SUFFICIENT TO

RECEIVE TOUCH-UP, SUCH AS PAINT TO MATCH EXISTING AS REQUIRED.

12. ALL MANUFACTURED ARTICLES, MATERIAL AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED AS DIRECTED BY THE

MANUFACTURER UNLESS HEREIN SPECIFIED TO THE CONTRARY. IN CASE OF DIFFERENCE

BETWEEN THE MANUFACTURER'S INSTRUCTION AND THE CONTRACT DOCUMENTS, THE

CONTRACTOR SHALL NOTIFY THE DESIGNER BEFORE PROCEEDING.

13. ALL CONTRACT DOCUMENTS, INCLUDING WITHOUT LIMITATION THESE GENERAL NOTES AND

THE SPECIFICATIONS SHALL APPLY NOT ONLY TO THE GENERAL CONTRACTOR BUT TO ALL

SUBCONTRACTORS AND SUPPLIERS FOR THE PROJECT. THE WORD "CONTRACTOR" SHALL

HEREAFTER APPLY EQUALLY AND WITHOUT EXCEPTION TO ALL SUBS AND SUPPLIERS. ALL

CONTRACTORS ARE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH BOTH THESE

NOTES AND THE SPECIFICATIONS.

14. GENERAL NOTES ARE AN AID TO THE CONTRACTOR IN UNDERSTANDING THE WORK AND

SHOULD NOT BE CONSTRUED AS BEING COMPLETE IN EVERY DETAIL. IT IS THE EXPLICIT AND

SPECIFIC RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, VERIFY THE EXISTING

CONDITIONS AND FAMILIARIZE HIMSELF THOROUGHLY WITH THE SCOPE OF WORK, AND

REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND THE ASSUMED OR ACTUAL

CONDITIONS TO THE ATTENTION OF THE DESIGNER (ARCHITECT).

15. NO ONE DRAWING OR SPECIFICATION SECTION SHALL "GOVERN". CONTRACTOR SHALL

CORRELATE WORK BETWEEN ARCHITECTURAL DRAWINGS AND SPECIFICATIONS AND

CONSULTANT DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL ALSO CORRELATE

WORK BETWEEN DRAWINGS OF DIFFERENT SCALES WITHIN EACH SECTION. IT IS THE

EXPLICIT AND SPECIFIC RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE CONTRACT

DOCUMENTS IN THEIR ENTIRETY, REPORT ALL DISCREPANCIES ENCOUNTERED THEREIN TO

THE ATTENTION OF THE DESIGNER AND AWAIT RESOLUTION BEFORE PROCEEDING WITH

ANY WORK AFFECTED BY SUCH DISCREPANCIES. WHERE THE REQUIREMENTS OF EITHER

THE GENERAL NOTES OR THE SPECIFICATIONS MAY BE AT VARIANCE WITH THE GENERAL

CONDITIONS, THE MORE RESTRICTIVE PROVISION SHALL GOVERN.

16. ALL LINES, SYMBOLS, NOTES, TONES, AND OTHER GRAPHIC DEVICES CONTAINED IN THE

CONTRACT DOCUMENTS CARRY SPECIFIC OR INFERENTIAL MEANING. ITEMS INDICATED IN

THESE WAYS ARE A PART OF THE SCOPE OF WORK AND WILL BE REQUIRED BY THE OWNER

AND DESIGNER TO BE INCLUDED IN THE SCOPE OF THE CONTRACTOR'S WORK WHETHER

THEY HAVE BEEN INCLUDED IN THE CONTRACTOR'S ORIGINAL BID OR NOT. ANY ITEMS WHICH

REQUIRE FURTHER CLARIFICATION BY THE DESIGNER FOR THE SPECIFIC BENEFIT OF THE

CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR SUCH

CLARIFICATION BEFORE COMMENCEMENT OF ANY WORK.

17. DESIGN WORK IS THE RESPONSIBILITY OF THE DESIGNER. THE CONTRACTOR SHALL ASSUME

DESIGN LIABILITY AND ALL RESPONSIBILITY FOR CHANGES IN THE SCOPE OF WORK NOT

BROUGHT TO THE ATTENTION OF THE DESIGNER.

18. THE CONTRACTOR SHALL PAY SPECIFIC ATTENTION TO ALL DIMENSIONED OR INFERENTIAL

PLAN AND SECTIONAL SPECIAL RELATIONSHIPS, AND SHALL VERIFY ALL ALIGNMENTS

BEFORE COMMENCING WORK.

19. DIMENSIONS MARKED "VERIFY" ARE TO BE CHECKED FOR ACCURACY BY THE CONTRACTOR

AS WORK PROGRESSES, AND ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION

OF THE DESIGNER BEFORE PROCEEDING.

20. DIMENSIONS MARKED "CLEAR" OR MINIMUM ARE NOT ADJUSTABLE WITHOUT THE

AUTHORIZATION FROM THE DESIGNER. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED

FACES IN THE SAME PLANE AS INDICATED.

21. CONTRACTOR SHALL NOT SCALE THE DRAWINGS, FIGURED DIMENSIONS ONLY ARE TO BE

USED FOR ALL ASPECTS OF THE WORK. ALL DIMENSIONS ARE TO FACE OF FINISH SURFACE,

U.O.N.

1. THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO RECONSTRUCT THE HOSPITAL BUILDING

IN ACCORDANCE WITH THE 2022 CBSC. SHOULD ANY CONDITION DEVELOP NOT COVERED BY

THE APPROVED CONSTRUCTION DOCUMENTS, WHEREIN THE FINISHED WORK WILL NOT COMPLY

WITH THE 2022 CBSC, AMENDED CONSTRUCTION DOCUMENTS (ACDS) DETAILING AND

SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE AUTHORITY

HAVING JURISDICTION (AHJ) BEFORE PROCEEDING WITH THE WORK.

2. SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS

PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE

2022 CBC SECTION 1617A.1.18.

EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THE APPROPRIATE DESIGN

PROFESSIONAL OF RECORD (RDP) AND THE AHJ AS A PART OF FIELD REVIEWS/OBSERVATIONS.

THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE

ENFORCED.

3. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED

CONCRETE, USE A PACHOMETER OR GPR TO LOCATE STEEL TO AVOID CUTTING OR

DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE

INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND OR PIN. SEE SHEET

S.3.1 FOR MORE NOTES

4. A PROJECT INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE AHJ SHALL

PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE

DEFINED IN PART 1,TITLE 24,CCR.

5. UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS,

STANDARDS, MANUFACTURER'S INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY

AGENCIES, WHEN USED TO SPECIFY REQUIREMENTS FOR MATERIALS OF DESIGN ELEMENTS

SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF

BIDS, OR THE DATE OF THE CHANGE ORDER OR FIELD ORDER, AS APPLICABLE.

6. ALL RATED ASSEMBLIES NOTED HERE ARE APPLICABLE ONLY TO MANUFACTURERS

SPECIFIED IN THESE ASSEMBLIES. IF AN ALTERNATE MANUFACTURER IS PROPOSED, THE

CONTRACTOR MUST SUBMIT ALTERNATE & LISTED ASSEMBLIES FOR REVIEW AND

APPROVAL BY THE OWNERS REP. PRIOR TO BEGINNING ANY PARTITION WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK BEGUN OR COMPLETED WHICH DOES

NOT CONFORM TO ASSEMBLIES LISTED.

7. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS. UNLESS OTHERWISE

REQUESTED/DETERMINED BY THE OWNER AND SHALL BE DONE ON AN OVERTIME BASIS TO

BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AS REQUIRED.

8. FOR DETAILED REQUIREMENTS FOR THE USE OF PRE-APPROVED PIPES, DUCTS, AND

CONDUITS SEISMIC BRACING SYSTEMS, SEE MECHANICAL & ELECTRICAL DRAWINGS.

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

OVERALL SITE PLAN

SCALE: N 0 24020 FEET120

1" = 120'

SEE SHEETS

06-A0.1, 536 BUILDING -

FIRST FLOOR OVERALL FLOOR PLAN.

SEE SHEETS

03-A0.1, 235 BUILDING - FIRST FLOOR OVERALL FLOOR PLAN,

03-A0.2, 235 BUILDING - SECOND FLOOR OVERALL FLOOR PLAN &

03-A0.3, 235 BUILDING - THIRD FLOOR OVERALL FLOOR PLAN.

SEE SHEETS

04-A0.1, 243 BUILDING - FIRST FLOOR OVERALL FLOOR PLAN &

04-A0.2, 243 BUILDING - SECOND FLOOR OVERALL FLOOR PLAN.

SEE SHEETS

01-A0.1, 30 BUILDING - FIRST FLOOR OVERALL FLOOR PLAN &

01-A0.2, 30 BUILDING - SECOND FLOOR OVERALL FLOOR PLAN.

SEE SHEETS

02-A0.1, 70 BUILDING - FIRST FLOOR

OVERALL FLOOR PLAN &

02-A0.2, 70 BUILDING - SECOND

FLOOR OVERALL FLOOR PLAN.

SEE SHEETS

05-A0.1, 245 BUILDING -

FIRST FLOOR OVERALL FLOOR PLAN.

OVERALL SITE PLAN

00-A0.2

SEE SHEETS

07-A0.1, 512 BUILDING -

FIRST FLOOR OVERALL FLOOR PLAN.

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

00-A0.3

ELECTRICAL SYMBOLS,

ABBREVIATIONS, AND

GENERAL NOTES

GENERAL NOTES

1. ALL WORK MUST BE PERFORMED IN COMPLIANCE WITH APPLICABLE CODES AND

STANDARDS. SEE T0.1 FOR A LIST OF APPLICABLE CODES AND STANDARDS.

2. CEC 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR

CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE

UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.

3. CEC 130.5(C): VOLTAGE DROP: THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH

INSTALLED FEEDER CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHER

CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT.

4. ALL CABLE/WIRE, CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY & THEY SHALL BE

ROUTED TO SUIT ACTUAL FIELD CONDITIONS, EXCEPT WHERE LOCATIONS ARE EXPLICITLY

DIMENSIONED ON THE DRAWINGS.

5. THE ELECTRICAL CONSTRUCTION DRAWINGS PROVIDED HEREIN ARE DIAGRAMMATIC AND

SYMBOLIC IN REPRESENTATION. LOCATIONS DEPICTED ON THE DRAWINGS FOR ELECTRICAL

EQUIPMENT/DEVICES (MOTORS, STARTERS, DISCONNECT SWITCHES, RECEPTACLES,

JUNCTION/OUTLET BOXES, CONTROL SWITCHES, EQUIPMENT RACKS, SMALL

TRANSFORMERS, ETC.) ARE ONLY APPROXIMATE. FURTHERMORE, THE EQUIPMENT/DEVICE

DEPICTIONS ARE GENERALLY SYMBOLIC AND NOT DRAWN TO SCALE.

6. IN EVENT OF CONFLICT OR DISCREPANCY BETWEEN DRAWINGS, SPECIFICATIONS,

CONTRACT DOCUMENTS, SPECIFICATIONS, DRAWINGS AND SITE CONDITIONS, THE

CONTRACTOR SHALL PROVIDE THE MORE STRINGENT OF THE DRAWINGS, SPECIFICATIONS,

AND CONTRACT DOCUMENTS FOR THE CONSTRUCTIONS AND BIDDING PURPOSES.

7. ELECTRICAL DRAWINGS INDICATE NEW WORK, UNLESS OTHERWISE NOTED. EXISTING

ELECTRICAL SYSTEMS ARE NOT SHOWN EXCEPT WHERE INTERFACING IS REQUIRED.

8. ALL NEW BOXES, PANELS, OUTLET COVERS, ENCLOSURES, ETC. MOUNTED ON THE

EXTERIOR OF ANY STRUCTURE SHALL BE WEATHERPROOF (NEMA 3R MINIMUM) & ALSO

PAINTED TO MATCH THE EXISTING BUILDING/STRUCTURE.

9. ALL EXISTING SURFACES DAMAGED BY NEW CONSTRUCTION, SHALL BE PATCHED, OR

REPAINTED TO MATCH EXISTING CONDITIONS, PAINTED SURFACE SHALL BE PAINTED FROM

BREAK TO BREAK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PATCH & REPAIR ALL

DAMAGE TO EXISTING SURFACES AND FINISHES. FURTHERMORE, THE AFFECTED AREA(S) OF

WORK SHALL BE REPAIRED TO MATCH THE FINISH THAT WAS PREVIOUSLY EXISTING, PRIOR

TO THE COMMENCEMENT OF WORK.

10. RUN CONDUITS CONCEALED IN WALLS AND CEILINGS UNLESS OTHERWISE NOTED. CUT

EXISTING WALLS AS REQUIRED. PATCH AND PAINT TO MATCH EXISTING SURFACE.

11. UPDATE ALL POWER PANEL DIRECTORIES AND ELECTRICAL OUTLET IDENTIFICATION LABELS

(KROYTAPE) TO REFLECT NEW CONSTRUCTION.

12. ALL FLEX AND SEALTIGHT CONDUIT SHALL HAVE A GROUND CONDUCTOR.

13. ALL MATERIALS AND WORKS ARE NEW, UNLESS OTHERWISE NOTED. EXISTING ELECTRICAL

SYSTEMS ARE NOT SHOWN EXCEPT WHERE INTERFACING IS REQUIRED.

14. MAINTAIN CONTINUITY OF ALL EXISTING CIRCUITS OR PORTIONS THEREOF AFFECTED BY

NEW WORK.

15. CONTRACTOR SHALL VISIT AND FAMILIARIZE AT THE SITE PRIOR TO START OF PROJECT.

COORDINATE WITH OWNER REPRESENTATIVE FOR EXACT LOCATION OF ALL EQUIPMENT.

16. SEISMIC ANCHORAGE OF ALL NEW AND EXISTING PIPING, CONDUIT, DUCTWORK, EQUIPMENT, PANELS, ETC. SHALL BE BY FOLLOWING THE MANUFACTURERS SPECIFICATIONS IN

ACCORDANCE WITH THE 2022 CBC AND THE LATEST ISSUE OF "ENGINEERED SEISMIC

BRACING OF SUSPENDED UTILITIES" AS PUBLISHED BY THE INTERNATIONAL SEISMIC

APPLICATION TECHNOLOGY (ISAT) OPA-0485, MASON INDUSTRIES OPA-0349, TOLCO

OPA-0300, COOPER B-LINE OPA-0114, OR M.W. SAUSSE OPA-0029 OR EQUAL.

17. CONDUIT FITTINGS FOR USE IN EMT RUNS SHALL BE GALVANIZED STEEL CONNECTORS AND

COUPLINGS SHALL BE WATERTIGHT TYPE.

18. ALL SINGLE PHASE CIRCUITS SHALL HAVE A DEDICATED NEUTRAL.

19. ALL CONDUITS SHALL BE PROVIDED AN EQUIPMENT GROUNDING CONDUCTOR SIZED PER

CEC 250.

20. ALL NEW (ADDITIONAL) METALLIC STRUCTURES AND EQUIPMENT FABRICATED WITH

METALLIC MATERIALS SUCH AS GENERATORS, MOTOR FRAME, ENCLOSURES, ETC, PANELS,

RACEWAY SHALL BE PERMANENTLY & EFFECTIVELY GROUNDED, WHETHER SHOWN ON

DRAWING OR NOT. GROUND CABLE SHALL BE CONNECTED TO COLD WATER PIPE PER CEC

250.52(A)(1), TO BUILDING GROUNDING PER CEC 250.52(A)(2) OR CONNECTED TO GROUND

ROD PER CEC 250.52(A)(5).

21. OWNER RESERVES THE RIGHT TO REQUIRE MINOR CHANGES IN LOCATION OF OUTLETS OR

EQUIPMENT PRIOR TO ROUGHING-IN WITHOUT INCURRING ANY ADDITIONAL COST OR

CHARGES.

22. DURING CONSTRUCTION, DO NOT INTERRUPT OR IMPEDE OPERATION AND WORK IN

ADJACENT AREAS.

23. UPON COMPLETION OF ALL WORK, THOROUGHLY CLEAN ALL EQUIPMENT FROM INSIDE AND

OUTSIDE OF EQUIPMENT. REMOVE ALL TRACES OF SOIL, DUST, LABELS, GREASE, OIL, AND

FOREIGN MATERIALS. CLEANUP AND REMOVE FROM THE PREMISES ALL DEBRIS AND

SURPLUS MATERIAL CAUSED BY THIS WORK.

24. WHERE THERE IS A CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS & ANY RELEVANT

CODES, THE CODES SHALL GOVERN, EXCEPT WHERE THE DRAWINGS INDICATE A QUALITY

LEVEL SUPERIOR TO THAT SPECIFIED BY THE CODES.

25. THE WORD "PROVIDE" MEANS THAT THE CONTRACTOR SHALL FURNISH, INSTALL, ADJUST,

TEST, AND INTEGRATE INTO A COMPLETE SYSTEM THE ITEM INDICATED INCLUDING ALL

HARDWARE, WIRING AND MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND

OPERATIONAL SYSTEM.

26. ALL RECEPTACLES AND SWITCHES SHALL BE HOSPITAL OR CONSTRUCTION GRADE RATED.

27. ALL BRANCH CIRCUIT BREAKERS TO BE 20A MINIMUM.

28. ALL RECEPTACLES AND SWITCHES TO BE 20A RATED UNLESS OTHERWISE NOTED.

ABBREVIATIONS SYMBOL LIST

P4-10 BRANCH CIRCUIT DESTINATION (PANEL NAME-CIRCUIT

NUMBER)

HOMERUN INDICATES PROVIDING CONDUIT AND

CONDUCTORS

MINIMUM CONDUIT SIZE: 3/4"

MINIMUM CONDUCTOR SIZE: #12AWG

#12 AWG FOR CIRCUITS UP TO 100'

#10 AWG FOR CIRCUITS FROM 100' TO 200'

#8 AWG FOR CIRCUIT GREATER THAN 200'

PROVIDE 3/4"C-2#12+1#12G WHERE NO CONDUIT/WIRE SIZE IS

STATED.

PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUIT

WIRING.

CONTRACTOR RESPONSIBLE FOR DE-RATING CONDUIT WITH

MORE THAN SIX CURRENT CARRYING CONDUCTORS PER CEC

310.

JUNCTION BOX

20A, 125V WALL-MOUNTED DUPLEX RECEPTACLE (NEMA 5-20R)

SUBSCRIPTS DENOTE THE FOLLOWING:

"WP" - WEATHERPROOFED

"GFCI" - GROUND FAULT CURRENT INTERUPTER

GFCI

WP

DATA PORT RECEPTACLE, # INDICATES NUMBER OF DROPS#

DISTANCE

DENOTES EXISTING

CIRCUIT BREAKER

EACH

COPPER

GROUND

MINIMUM

AMPERE

CIRCUIT

LOW VOLTAGE

AMPERE

INTERRUPTING

CAPACITY

ABOVE FINISHED

FLOOR

NOT TO SCALE

WEATHER PROOFWP

SWITCHBOARDSWBD

TYP. TYPICAL

UG UNDERGROUND

SWITCHSW

PULL BOXPB

SLD SINGLE LINE DIAGRAM

POLEP

PANELBOARDPNL

(R) RELOCATED

SUB SUBSTATION

NEW(N)

TIME DELAY

UNLESS

OTHERWISE

NOTED

UON

TRANSFORMERXFMR,

TRANSF.

VD VOLTAGE DROP

TD

DEMOLITION

D

(E)

CB

EA

CU

GND, G

MIN

A

CKT

LV

AIC

AFF

NTS

(D)

LIGHT, THIN LINES INDICATE EXISTING.

HEAVY, THICK LINES INDICATE NEW

HEAVY, SHORT DASHED LINES INDICATE

DEMOLITION OR REMOVAL

THIS SYMBOLOGY TO BE USED BY ELECTRICAL AND LAYOUT FOR ALL

FLOOR PLANS, EQUIPMENT, DEVICES, UTILITIES, ETC., SHOWN ON

DRAWINGS.

TYPICAL PLAN LEGEND

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

00-A3.1

DETAIL SHEET

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

BACK WALL

S

ID

E W

A L L W

H E R

E O

C C

U R S

L

C L

CL

CL

C

1'-111

"4"

MIN.

T Y P

M

IN

PERIMETER OUTLINE OF EQUIPMENT

SEE EQUIPMENT

SCHEDULE AND

STRUCTURAL DRAWINGS

FOR BOLT PATTERN

SEE EQUIPMENT

SCHEDULE AND

STRUCTURAL DRAWINGS

FOR BOLT PATTERN

OPM-0406-13 ANCHOR PLATE - SIDE BY SIDE MOUNTING DIMENSIONS - DM UNITS

SCALE: 00-A3.1

3" = 1'-0"

0 2 84 INCHES 1

MIN.

A D

J A C

E N

T E

Q U

IP

M

E N

T W

H E R

E O

C C

U R

S

4"

MIN.

ALIGN PLATES

4"

MIN.

T Y P

M

IN

L

1 1

5 8

1'-1013

C L

C

OPM-0406-13 ANCHOR PLATE - 8 BOLT PATTERN

SCALE: 00-A3.1

3" = 1'-0"

0 2 84 INCHES 1

PERIMETER OUTLINE

OF EQUIPMENT

8 BOLT PATTERN

ANCHOR PLATE

1'-01

PERMANENT STOP/ALIGNMENT

FLOOR PLATE

ANCHOR PLATE

BACK WALL

S

ID

E W

A L L W

H E R

E O

C C

U R S

S3.1

A D

J A C

E N

T E

Q U

IP

M

E N

T W

H E R

E O

C C

U R

S

4"

MIN.

BACK WALL

PERIMETER OUTLINE

OF EQUIPMENT

20 BOLT PATTERN

ANCHOR PLATE

S

ID

E W

A L L W

H E R

E O

C C

U R S

4"

MIN.

T Y P

M

IN

C L

C L

1 1

5 8

1'-1013

1'-01

PERMANENT STOP/ALIGNMENT

FLOOR PLATE

ANCHOR PLATE

OPM-0406-13 ANCHOR PLATE - 20 BOLT PATTERN

SCALE: 00-A3.1

3" = 1'-0"

0 2 84 INCHES 1

S3.1

A D

J A C

E N

T E

Q U

IP

M

E N

T W

H E R

E O

C C

U R

S

4"

MIN.

(OFVI) OWNER FURNISHED / VENDOR INSTALLED

EQUIPMENT & ACCESSORY SCHEDULE

DESCRIPTION

GENERAL

NO MANUFACTURER WGT

/LBS

ANCHORAGE

SUPPORT

ELEMENT

DIMENSIONS (INCH)

W D H

REMARKS

COORDINATE W/

VENDOR FOR SPECIAL

NUMBER

DETAIL

INSTALLATION REQ'MTS.

NOTES:

MEDSELECT FLEX CABINET

DRAWER MODULE/MONITOR & KEYBOARD

(DM/DT/UI)

ARxIUM

951 22.8 27.6 39.4 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MODULE/CPU-UPS

(DM/DT-CPU)

ARxIUM

994 22.8 27.6 46.1 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MODULE/MONITOR & KEYBOARD

(DM/DT/UI)

ARxIUM

951 22.8 27.6 39.4 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MODULE/DT-CPU

(DM/DT-CPU)

ARxIUM

994 22.8 27.6 46.1 NEW FLOOR

MS-1.1

MS-1.2

MS-2.1

MS-2.2

00-A3.1

S3.1

00-A3.1

S3.1

00-A3.1

S3.1

00-A3.1

S3.1

FP-01FP-01 FP-01 FP-01

MEDSELECT FLEX CABINET

SUPPLY CABINET MODULE/CPU

(SCM/DT-CPU)

ARxIUM

763 22.8 27.6 39.4 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MODULE/CPU-UPS MONITOR & KEYBOARD

(DM/DT-CPU/DT-UI)

ARxIUM

1020 22.8 27.6 46.1 NEW FLOORMS-2.3

00-A3.1

S3.1

MEDSELECT FLEX CABINET

TOWER MODULE - CENTRACK

(TM)

ARxIUM

1339 28 29 84.7 NEW FLOOR

FLOOR MOUNTING PLATE - OPM-0406 - 13

ARxIUM

N/A 10.5 22 2.125 NEW FLOORFP-01

00-A3.1 1,2&3

COORDINATION OF FLOOR ANCHOR PLATE LOCATIONS IN EACH ROOM IS REQUIRED PER

NOTES ON FLOOR PLANS, ELEVATIONS AND DETAILS. SEE EQUIPMENT NUMBER DESIGNATION

ON FLOOR PLANS AND ELEVATIONS TO DETERMINE REQUIRED BOLT PATTERN.

(OFCI) OWNER FURNISHED / CONTRACTOR INSTALLED

MS-3.1

MS-4.1

00-A3.1

S3.1

00-A3.1

S3.1

MEDSELECT FLEX CABINET

CDM MODULE

(CDM)

ARxIUM

269 22.8 27.8 14.3 NEW FLOORMS-5.1

S3.1

MEDSELECT FLEX CABINET

CDM MODULE

(CDM)

ARxIUM

269 22.8 27.8 14.3 NEW FLOORMS-5.2

S3.1

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

UP

UP

U P

U P

UP

U P

U P

UP

UP UP

UP

UP

U P

MED RM

33-19

UNIT 30 UNIT 31

UNIT 33 UNIT 32

30 BUILDING

MED RM

30-19

32-19

MED RM

31-19

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

AC.

AC.

AC.

AC.

AC.

AC.

CONC.

CONC.

CO NC.

DRIVE

DRIVEDRIVE

CONC.

AC.

AC.

AC.

AC.

STOP536

BUILDING KEYPLAN

N 01-A0.1

BUILDING 30 - FIRST FLOOR

OVERALL PLAN

0 202 FEET 10

1/16" = 1'-0"

BUILDING 30 - FIRST FLOOR OVERALL PLAN

SCALE: N

SEE SHEETS

01-A1.1 FOR DEMOLITION PLANS &

01-A2.1 FOR NEW WORK PLANS

SEE SHEETS

01-A1.1 FOR DEMOLITION PLANS &

01-A2.1 FOR NEW WORK PLANS

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

D N

DN DN

D N

DN

U P

D N

D N

D N

D N

DN

DN

DN

D N

MED RM

37-19

UNIT 34 UNIT 35

UNIT 37 UNIT 36

30 BUILDING

MED RM

34-19

MED RM

36-19

MED RM

35-19

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

AC.

AC.

AC.

AC.

AC.

AC.

CONC.

CONC.

CO NC.

DRIVE

DRIVEDRIVE

CONC.

AC.

AC.

AC.

AC.

STOP536

BUILDING KEYPLAN

N 01-A0.2

BUILDING 30 - SECOND

FLOOR OVERALL PLAN

0 202 FEET 10

1/16" = 1'-0"

BUILDING 30 - SECOND FLOOR OVERALL PLAN

SCALE: N

SEE SHEETS

01-A1.1 FOR DEMOLITION PLANS &

01-A2.1 FOR NEW WORK PLANS

SEE SHEETS

01-A1.1 FOR DEMOLITION PLANS &

01-A2.1 FOR NEW WORK PLANS

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

MED RM

31-194

1 2

MED RM

32-194

1 2

MED RM

33-19 4

MED RM

34-19 4

MED RM

35-194

1 2

36-19

1 2

3 5

37-19

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

AC.

AC.

AC.

AC.

AC.

AC.

CO NC.

CONC.

CONC.

DRIVE

DRIVE

DRIVE

CO NC.

AC.

AC.

AC.

AC.

STOP536

BUILDING KEYPLAN

N 01-A1.1

BUILDING 30 - FIRST AND

SECOND FLOOR

DEMOLITION PLANS

DEMOLITION KEYNOTES:

REMOVE (E) MEDICATION DISPENSING UNITS.

REMOVE FLOOR MOUNTING PLATES AND CUT (E) 5/8"

DIAMETER ANCHORS FLUSH WITH CONCRETE AND GRIND

SMOOTH TO PROVIDE A SMOOTH BEARING SURFACE.

REMOVE CABINET DOORS WHERE BLOCKED BY PLACEMENT

OF NEW EQUIPMENT - SEE NEW EQUIPMENT PLAN.

(E) EQUIPMENT TO REMAIN.

DEMOLISH RECEPTACLE. PROTECT BACKBOX AND BRANCH

CIRCUIT, AND PREPARE TO INTERCEPT AND EXTEND TO (N)

RECEPTACLE IN NEW WORK.

DISCONNECT CAT6 CABLES AND REMOVE TWO RJ-45 PORTS

FROM (E) DATA WALL PLATE. PROTECT BACKBOX AND

ETHERNET CABLE, AND PREPARE TO EXTEND DISCONNECTED

CABLES IN NEW WORK.

BUILDING 30 - FIRST FLOOR DEMOLITION PLAN

SCALE: 0 81 FEET4

1/4" = 1'-0"

BUILDING 30 - SECOND FLOOR DEMOLITION PLAN

SCALE: 0 81 FEET4

1/4" = 1'-0"

2 N

N

UNIT 30 - MED RM - 30-19 UNIT 31 - MED RM - 31-19 UNIT 32 - MED RM - 32-19 UNIT 33 - MED RM - 33-19

UNIT 34 - MED RM - 34-19 UNIT 35 - MED RM - 35-19 UNIT 36 - MED RM - 36-19 UNIT 37 - MED RM - 37-19

GENERAL DEMOLITION NOTES:

1. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE

FACILITY THE DETAILS FOR DEMOLITION AND CONSTRUCTION

ACTIVITIES FOR EACH PROJECT LOCATION SO PREPARATIONS AND

ARRANGEMENTS CAN BE MADE TO MAINTAIN OPERATIONS AND TO

MINIMIZE DISTRUPTIONS TO HOSPITAL SERVICES.

2. THE CONTRACTOR SHALL COORDINATE WITH THE FACILITY TO

ARRANGE FOR THE REMOVAL OR MOVEMENT OF ANY FURNITURE,

EQUIPMENT, OR APPURTENANCES, NOT WITHIN THE SCOPE OF

WORK, NECESSARY TO ACCOMMODATE DEMOLITION AND

CONSTRUCTION ACTIVITIES.`

3. THE DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND DO NOT

SHOW EXACT AMOUNT OF REMOVAL. THE CONTRACTOR SHALL VISIT

THE JOB SITE AND DETERMINE THE FULL EXTENT OF THE

DEMOLITION WORK INVOLVED PRIOR TO SUBMITTING A BID.

4. PROTECT EXISTING BUILDING AND SITE FROM ANY POSSIBLE

DAMAGE DUE TO THE CONSTRUCTION WORK INCLUDING THE

DELIVERY OF EQUIPMENT AND MATERIALS AND REMOVAL OF

EQUIPMENT AND DEBRIS.

5. THE CONTRACTOR SHALL PROTECT AND COVER ALL FIXTURES AND

EQUIPMENT IN AREAS AFFECTED BY WORK, AND UPON COMPLETION

OF WORK, SHALL THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT

WALLS, FLOOR AND HARDWARE.

6. PLASTIC FILM WHEN USED FOR DUST PROTECTION, SHALL BE FLAME

RESISTANT.

7. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL REFUSE, DEBRIS,

RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION

OPERATIONS DAILY. CONTRACTOR SHALL ASSUME ALL COSTS OF

DISPOSAL OF DEBRIS FROM DEMOLISHED WORK. SITE TO BE LEFT

BROOM CLEAN EVERY DAY.

8. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/CONSTRUCTION

MANAGER AFTER DEMOLITION OF ANY EXPOSED, PREVIOUSLY

HIDDEN CONDITIONS THAT REQUIRE INSPECTION FOR

COORDINATION WITH NEW CONSTRUCTION.

9. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/CONSTRUCTION

MANAGER OF ANY CONDITION FOUND TO EXIST WHICH IS NOT

CONSISTENT WITH THE CONTRACT DOCUMENTS.

10. WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING

CONSTRUCTION AS REQUIRED BY USER/ OWNER/ BUILDING

MANAGEMENT CONTRACTOR SHALL COORDINATE WITH USER/

OWNER/ BUILDING MANAGEMENT AS REQUIRED TO ENSURE

SECURITY.

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/16/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

MS-2.1

00-A3.1

MS-2.2

(SIM.)

01-A4.1

GFCI

MED RM

31-19

(SIM.)

MS-2.1

00-A3.1

MS-2.2

01-A4.1

GFCI

MED RM

32-19

MS-2.1

MS-2.2

(SIM.)

00-A3.1

01-A4.1

MED RM

33-19

MS-2.1

MS-2.2

(SIM.)00-A3.1

01-A4.1

GFCI

MED RM

34-19

00-A3.1

(SIM.)

01-A4.2

MS-1.1

MS-1.2 1

MED RM

35-19

(SIM.) 00-A3.1

01-A4.2

MS-1.1

MS-1.21

MED RM

36-19

(SIM.)

00-A3.1

01-A4.2

MS-1.1

MS-1.2

MED RM

37-19

(SIM.)

00-A3.1

01-A4.2

MS-1.1

MS-1.2

GFCI

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MEDICATION

DISPENSING UNIT

INSTALLATION

Client Agency

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

09/30/2025

DEPARTMENT OF STATE HOSPITALS

100% CONSTRUCTION DOCUMENTS

F

IL

E C

U s e rs

\J E R

E M

Y \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

-A

.d w g

D A T E /T

IM

E O c t :5

A M

JCCA

DSH

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

DIRT

AC.

AC.

AC.

AC.

AC.

AC.

CO NC.

CONC.

CONC.

DRIVE

DRIVE

DRIVE

CO NC.

AC.

AC.

AC.

AC.

STOP536

BUILDING KEYPLAN

N 01-A2.1

BUILDING 30 - FIRST AND

SECOND FLOOR NEW WORK

PLANS

UNIT 30 - MED RM - 30-19 UNIT 31 - MED RM - 31-19 UNIT 32 - MED RM - 32-19 UNIT 33 - MED RM - 33-19

BUILDING 30 - FIRST FLOOR NEW WORK PLAN

SCALE: 0 81 FEET4

1/4" = 1'-0"

BUILDING 30 - SECOND FLOOR NEW WORK PLAN

SCALE: 0 81 FEET4

1/4" = 1'-0"

2 N

UNIT 34 - MED RM - 34-19 UNIT 35 - MED RM - 35-19 UNIT 36 - MED RM - 36-19 UNIT 37 - MED RM - 37-19

NEW WORK KEYNOTES:

LOCATE (N) FLOOR PLATES PER DETAIL : SUCH THAT

THE DISPENSING UNITS ARE AS CLOSE TO CENTERED IN THE

SPACE AS POSSIBLE, ALLOWING SUFFICIENT SPACE TO

ACHIEVE COMPLETE AND COMPLIANT ANCHOR

INSTALLATIONS.

REMOVE CABINET DOORS WHERE BLOCKED BY PLACEMENT

OF NEW EQUIPMENT.

PATCH AND PAINT WALL TO MATCH WHERE (E) EQUIPMENT

WAS REMOVED.

(E) EQUIPMENT TO REMAIN.

PROVIDE 120V, 20A, GFCI RECEPTACLE (NEMA 5-20R).

INTERCEPT AND EXTEND (E) BRANCH CIRCUIT FROM DEMO

WORK. PROVIDE SURFACE MOUNTED WIREMOLD TO SERVICE

NEW EQUIPMENT CONFIGURATIONS. V.I.F.

PROVIDE…