1._DSH-Atascadero_Med_Units_-_SFM_Approved_Drawings.pdf

516 514

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Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #23790-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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LOCATION PLAN VICINITY MAP SCOPE OF WORK

10333 EL CAMINO REAL, ATASCADERO, CALIFORNIA 93422

DEPARTMENT OF STATE HOSPITALS - ATASCADERO

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

REPLACE EXISTING MEDICATION DISPENSING UNITS IN MED ROOMS:

1. VERIFY, DETERMINE, AND PREPARE EACH MOUNTING LOCATION FOR THE INSTALLATION OF

NEW ANCHOR PLATES (PROVIDED BY THE MANUFACTURER).

2. INSTALL ANCHOR PLATES PER MANUFACTURER'S CRITERIA, ANCHORAGE CRITERIA, AND

PLANNING CRITERIA PROVIDED IN THESE DRAWINGS.

3. VERIFY AND COORDINATE EQUIPMENT INSTALLATION WITH VENDOR. (EQUIPMENT INSTALLED

BY VENDOR AFTER CONTRACTOR CONFIRMS COORDINATION HAS BEEN PERFORMED).

4. REMOVE AND DISPOSE OF CASEWORK AND FIXTURES AS INDICATED TO PROVIDE SPACE FOR

EQUIPMENT INSTALLATION.

5. PATCH AND PAINT EXISTING, CEILING, WALL, FLOOR, AND CASEWORK FINISHES AS REQUIRED

TO MATCH EXISTING.

6. REMOVE AND REPLACE 2 EXISTING DOORS AND FRAMES TO ACCOMMODATE (N) EQUIPMENT

LAYOUT.

7. ROUTE (N) POWER AND DATA TO MED ROOMS AS INDICATED AND PROVIDE FIRESTOPPING AT

ALL RATED PENETRATIONS.

MEDICATION DISPENSING UNIT INSTALLATION

MULTI-BUILDING SUBMITTAL - PRIMARY OSFM PERMIT NUMBER: 24-S-0448-C

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

OSFM PERMIT NUMBERS FOR MULTIPLE BUILDINGS

BUILDING NAME

1. BUILDING 24

2. BUILDING 508A

3. BUILDING 509A

4. BUILDING 510A

5. BUILDING 511

6. BUILDING 512

7. BUILDING 513

8. BUILDING 514

9. BUILDING 515

10. BUILDING 516

11. BUILDING 517

12. BUILDING 518

13. BUILDING 519

14. BUILDING 520

15. BUILDING 521

16. BUILDING 522

17. BUILDING 523

18. BUILDING 972

NN

PREPARED FOR:

DEPARTMENT OF STATE HOSPITALS

ATASCADERO STATE HOSPITAL

10333 EL CAMINO REAL

ATASCADERO, CALIFORNIA 93422

DEPARTMENT OF STATE HOSPITALS (DSH)

1215 O STREET

SACRAMENTO, CALIFORNIA 95814

JOSHUA KAISER

CHIEF CONSTRUCTION MANAGER

OFFICE: (916) 248-0015

EMAIL: JOSHUA.KAISER@DSH.CA.GOV

JIM NETZ

ATASCADERO STATE HOSPITAL

10333 EL CAMINO REAL

ATASCADERO, CALIFORNIA 93422

RANDY DYE

CPO III

10333 EL CAMINO REAL

ATASCADERO, CALIFORNIA 93422

DESK: (805) 468-2249

CELL: (805) 712-6733

EMAIL: RANDY.DYE@DSH.CA.GOV

PROJECT LOCATION

E L C

A M

IN

O R

E A L

SAN RAFAEL RD

S A N R

A F A E L R

D

BANE ST

OSFM PERMIT NUMBER

24-S-0448-C (PRIMARY)

24-S-0449-C

24-S-0450-C

24-S-0451-C

24-S-0452-C

24-S-0453-C

24-S-0454-C

24-S-0455-C

24-S-0456-C

24-S-0457-C

24-S-0458-C

24-S-0459-C

24-S-0460-C

24-S-0461-C

24-S-0462-C

24-S-0463-C

24-S-0464-C

24-S-0465-C

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-A3.1 DETAIL SHEET

00-A3.2 DETAIL SHEET

00-A3.3 DETAIL SHEET

01-A0.1 BUILDING 24 - UNIT 24 - FIRST AND SECOND FLOOR OVERALL PLAN

01-A1.1 BUILDING 24 - SECOND FLOOR DEMOLITION PLAN - MED - 3

01-A2.1 BUILDING 24 - SECOND FLOOR NEW WORK PLAN - MED 3

01-A4.1 BUILDING 24 - SECOND FLOOR ELEVATIONS - MED - 3

02-A0.1 BUILDING 508A - UNIT 1 - FIRST FLOOR OVERALL PLAN

02-A0.2 BUILDING 508A - UNIT 2 - SECOND FLOOR OVERALL PLAN

02-A0.3 BUILDING 508A - UNIT 3 - THIRD FLOOR OVERALL PLAN

02-A1.1 BUILDING 508A - UNITS 1, 2, 3 & PHARMACY - FIRST, SECOND, AND THIRD FLOOR DEMOLITION

PLANS - MEDS - 6 & OFFICE - 14

02-A2.1 BUILDING 508A - UNITS 1, 2, 3 & PHARMACY - FIRST, SECOND, AND THIRD FLOOR DEMOLITION

PLANS - MEDS - 6 & OFFICE - 14

02-A4.1 BUILDING 508A - UNITS 1, 2, 3 & PHARMACY - FIRST, SECOND AND THIRD FLOOR ELEVATIONS

- MEDS - 6 & OFFICE - 14

03-A0.1 BUILDING 509A - UNIT 4 - FIRST FLOOR OVERALL PLAN

03-A0.2 BUILDING 509A - UNIT 5 - SECOND FLOOR OVERALL PLAN

03-A1.1 BUILDING 509A - UNITS 4 & 5 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 9 & 13 03-A2.1 BUILDING 509A - UNITS 4 & 5 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 9 & 13

03-A4.1 BUILDING 509A - UNITS 4 & 5 - FIRST FLOOR ELEVATIONS - MEDS 9 & 13

04-A0.1 BUILDING 510A - UNIT 6 - FIRST FLOOR OVERALL PLAN

04-A0.2 BUILDING 510A - UNIT 7 - SECOND FLOOR OVERALL PLAN

04-A1.1 BUILDING 510A - UNITS 6 & 7 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 44 & 45 04-A2.1 BUILDING 510A - UNITS 6 & 7 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 44 & 45

04-A4.1 BUILDING 510A - UNITS 6 & 7 - FIRST FLOOR ELEVATIONS - MEDS 44 & 45

05-A0.1 BUILDING 511 - UNIT 8 - FIRST FLOOR OVERALL PLAN

05-A0.2 BUILDING 511 - UNIT 9 - SECOND FLOOR OVERALL PLAN

05-A1.1 BUILDING 511 - UNITS 8 & 9 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 44 05-A2.1 BUILDING 511 - UNITS 8 & 9 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 44

05-A4.1 BUILDING 511 - UNITS 8 & 9 - FIRST FLOOR ELEVATIONS - MEDS 44

06-A0.1 BUILDING 512 - UNIT 10 - FIRST FLOOR OVERALL PLAN

06-A0.2 BUILDING 512 - UNIT 11 - SECOND FLOOR OVERALL PLAN

06-A1.1 BUILDING 512 - UNITS 10 & 11 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 13 06-A2.1 BUILDING 512 - UNITS 10 & 11 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 13

06-A4.1 BUILDING 512 - UNITS 10 & 11 - FIRST FLOOR ELEVATIONS - MEDS 13

07-A0.1 BUILDING 513 - UNIT 12 - FIRST FLOOR OVERALL PLAN

07-A0.2 BUILDING 513 - UNIT 13 - SECOND FLOOR OVERALL PLAN

07-A1.1 BUILDING 513 - UNITS 12 & 13 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 13 07-A2.1 BUILDING 513 - UNITS 12 & 13 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 13

07-A4.1 BUILDING 513 - UNITS 12 & 13 - FIRST FLOOR ELEVATIONS - MEDS 13

08-A0.1 BUILDING 514 - UNIT 14 - FIRST FLOOR OVERALL PLAN

08-A0.2 BUILDING 514 - UNIT 15 - SECOND FLOOR OVERALL PLAN

08-A1.1 BUILDING 514 - UNITS 14 & 15 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 46 & 47 08-A2.1 BUILDING 514 - UNITS 14 & 15 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 46 & 47

08-A4.1 BUILDING 514 - FIRST FLOOR ELEVATIONS - MEDS 46 & 47

09-A0.1 BUILDING 515 - UNIT 16 - FIRST FLOOR OVERALL PLAN

09-A0.2 BUILDING 515 - UNIT 17 - SECOND FLOOR OVERALL PLAN

09-A1.1 BUILDING 515 - UNITS 16 & 17 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 30 09-A2.1 BUILDING 515 - UNITS 16 & 17 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 30

09-A4.1 BUILDING 515 - FIRST FLOOR ELEVATIONS - MEDS 30

10-A0.1 BUILDING 516 - UNIT 18 - FIRST FLOOR OVERALL PLAN

10-A0.2 BUILDING 516 - UNIT 19 - SECOND FLOOR OVERALL PLAN

10-A1.1 BUILDING 516 - UNITS 18 & 19 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 30 10-A2.1 BUILDING 516 - UNITS 18 & 19 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 30

10-A4.1 BUILDING 516 - UNITS 18 & 19 - FIRST FLOOR ELEVATIONS - MEDS 30

11-A0.1 BUILDING 517 - UNIT 20 - FIRST FLOOR OVERALL PLAN

11-A0.2 BUILDING 517 - UNIT 21 - SECOND FLOOR OVERALL PLAN

11-A1.1 BUILDING 517 - UNITS 20 & 21 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 58 11-A2.1 BUILDING 517 - UNITS 20 & 21 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 58

11-A4.1 BUILDING 517 - UNITS 20 & 21 - FIRST FLOOR ELEVATIONS - MEDS 58

12-A0.1 BUILDING 518 - UNIT 22 - FIRST FLOOR OVERALL PLAN

12-A0.2 BUILDING 518 - UNIT 23 - SECOND FLOOR OVERALL PLAN

12-A1.1 BUILDING 518 - UNITS 22 & 23 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS 7 12-A2.1 BUILDING 518 - UNITS 22 & 23 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS 7

12-A4.1 BUILDING 518 - UNITS 22 & 23 - FIRST FLOOR ELEVATIONS - MEDS 7

13-A0.1 BUILDING 519 - UNIT 25 - FIRST FLOOR OVERALL PLAN

13-A0.2 BUILDING 519 - UNIT 26 - SECOND FLOOR OVERALL PLAN

13-A1.1 BUILDING 519 - UNITS 25 & 26 - FIRST AND SECOND FLOOR DEMOLITION PLANS - 7

13-A2.1 BUILDING 519 - UNITS 25 & 26 - FIRST AND SECOND FLOOR NEW WORK PLANS - 7

13-A4.1 BUILDING 519 - UNITS 25 & 26 - FIRST FLOOR ELEVATIONS - MEDS 7

14-A0.1 BUILDING 520 - UNIT 27 - FIRST FLOOR OVERALL PLAN

14-A0.2 BUILDING 520 - UNIT 28 - SECOND FLOOR OVERALL PLAN

14-A1.1 BUILDING 520 - UNITS 27 & 28 - FIRST AND SECOND FLOOR DEMOLITION PLANS - 11 14-A2.1 BUILDING 520 - UNITS 27 & 28 - FIRST AND SECOND FLOOR NEW WORK PLANS - 11

14-A4.1 BUILDING 520 - UNITS 27 & 28 - FIRST FLOOR ELEVATIONS - MEDS - 11

15-A0.1 BUILDING 521 - UNIT 29 - FIRST FLOOR OVERALL PLAN

15-A0.2 BUILDING 521 - UNIT 30 - SECOND FLOOR OVERALL PLAN

15-A1.1 BUILDING 521 - UNITS 29 & 30 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS - 22 15-A2.1 BUILDING 521 - UNITS 29 & 30 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS - 22

15-A4.1 BUILDING 521 - UNITS 29 & 30 - FIRST FLOOR ELEVATIONS - MEDS - 22

16-A0.1 BUILDING 522 - UNIT 31 - FIRST FLOOR OVERALL PLAN

16-A0.2 BUILDING 522 - UNIT 32 - SECOND FLOOR OVERALL PLAN

16-A1.1 BUILDING 522 - UNITS 31 & 32 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS - 22 16-A2.1 BUILDING 522 - UNITS 31 & 32 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS - 22

16-A4.1 BUILDING 522 - UNITS 31 & 32 - FIRST FLOOR ELEVATIONS - MEDS - 22

17-A0.1 BUILDING 523 - UNIT 33 - FIRST FLOOR OVERALL PLAN

17-A0.2 BUILDING 523 - UNIT 34 - SECOND FLOOR OVERALL PLAN

17-A1.1 BUILDING 523 - UNITS 33 & 34 - FIRST AND SECOND FLOOR DEMOLITION PLANS - MEDS - 22 17-A2.1 BUILDING 523 - UNITS 33 & 34 - FIRST AND SECOND FLOOR NEW WORK PLANS - MEDS - 22

17-A4.1 BUILDING 523 - UNITS 33 & 34 - FIRST FLOOR ELEVATIONS - MEDS 22

18-A0.1 BUILDING 972 - FIRST FLOOR OVERALL PLAN

18-A1.1 BUILDING 972 - FIRST FLOOR DEMOLITION PLAN - CONTROL OFFICE - 22

18-A2.1 BUILDING 972 - FIRST FLOOR NEW WORK PLAN - CONTROL OFFICE - 22

18-A4.1 BUILDING 972 - FIRST FLOOR ELEVATIONS - CONTROL OFFICE - 22

STRUCTURAL

S0.1 STRUCTURAL NOTES & RESEARCH REPORT EXCERPT

S3.1 STRUCTURAL DETAILS

TOTAL NUMBER OF SHEETS = 100

SAN R

AFA

EL R

D

DSA EXEMPTION NOTES

FULL COMPLIANCE WITH DISABLED ACCESS IMPROVEMENTS IS NOT REQUIRED PER THE

FOLLOWING:

11B-203 GENERAL EXCEPTIONS

11B-203.1 GENERAL

SITES, BUILDINGS, FACILITIES, AND ELEMENTS ARE EXEMPT FROM THESE REQUIRMENTS TO THE

EXTENT SPECIFIED BY 11B-203.

11B-203.9 EMPLOYEE WORKSTATIONS

SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE REQUIRED TO

COMPLY WITH SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2, AND

11B-404.2.3 UNLESS EXEMPTED BY OTHER PARTS OF THIS CODE. COMMON USE CIRCULATION

PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8.

EXCEPTION: RECEPTACLES, CONTROLS, AND SWITCHES THAT ARE AN INTEGRAL PART OF

WORKSTATION FURNISHING, FIXTURES AND EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY

WITH SECTIONS 11B-308.1.1AND 11B-308.1.2

11B-206.2.8 EMPLOYEE WORK AREAS. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE

WORK AREAS SHALL COMPLY WITH SECTION 11B-402.

EXCEPTION: COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT

ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED TO

COMPLY WITH SECTION 11B-402.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

24-0448

AutoCAD SHX Text: Ren.%%U AutoCAD SHX Text: C AutoCAD SHX Text: E AutoCAD SHX Text: F AutoCAD SHX Text: O AutoCAD SHX Text: S AutoCAD SHX Text: T AutoCAD SHX Text: A AutoCAD SHX Text: T AutoCAD SHX Text: O AutoCAD SHX Text: F AutoCAD SHX Text: A AutoCAD SHX Text: L AutoCAD SHX Text: I AutoCAD SHX Text: A AutoCAD SHX Text: I AutoCAD SHX Text: N AutoCAD SHX Text: R AutoCAD SHX Text: No. C-37614 AutoCAD SHX Text: 1/31/25 JNetz Line

JNetz Line

JNetz Text Box Being done under seperate contract

JNetz Line

519520

509A

510A

508A

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

F

IL

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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

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LEGEND:

FIRE TRUCK ROUTE

FIRE HYDRANT

T0.2

FIRE ACCESS SITE PLAN

BUILDING NAME

02. 508A

03. 509A

04. 510A

05. 511

06. 512

07. 513

08. 514

09. 515

10. 516

FIRE ACCESS SITE PLAN

NO TO SCALE

11. 517

12. 518

13. 519

14. 520

15. 521

16. 522

01. 24

17. 523

N

18. 972

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

PATIENT HOUSING - TREATMENT

ADMISSIONS UNIT

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS

SALLY PORT

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

24-0448

STATE FIRE MARSHAL TRIAGE

LIST, LOCAL FIRE AUTHORITY -

ACCESS APPROVAL

T0.3

LOCAL FIRE AUTHORITY - ACCESS APPROVAL

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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

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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

10333 EL CAMINO REAL, ATASCADERO, CALIFORNIA 93422

OWNER: DEPARTMENT OF STATE HOSPITAL

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

ITEM SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

ACCESS AND WATER SUPPLY

PROVIDE LOCAL FIRE AUTHORITY APPROVAL LETTER

FIRE DEPARTMENT ACCESS

FIRE DEPARTMENT CONNECTION

FIRE HYDRANTS

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTROL PANEL

KNOX BOX/KEY SWITCH

ELEVATOR GURNEY ACCOMODATION

OCCUPANT: DEPARTMENT OF STATE HOSPITAL

PROVIDED ON FIRE ACCESS SITE PLAN

T0.2

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE - NO ELEVATOR ACCESS TO ROOF

T0.2

PROVIDED ON FIRE ACCESS SITE PLAN

NOT AVAILABLE - USE FIRE HYDRANTS

NOT AVAILABLE

T0.3SEE ATTACHED LETTER

PROVIDE A KEY PLAN COORDINATED TO EACH SHEET

PROVIDE A NORTH ORIENTED SITE MAP

ORIENTATE ALL SHEETS TO NORTH

PROVIDE ADOPTED CODE CYCLE LISTINGS AND STANDARDS

PROVIDE A LEGIBLE SCALE. TYPICALLY 1/8"

PROVIDE APPROVED REFERENCE PLANS/DOCUMENTATION

SITE KEY PLAN IS PROVIDED

NORTH ORIENTED SITE PLAN IS PROVIDED T0.3

SITE PLAN IS ORIENTED TO NORTH, INDIVIDUAL DRAWINGS HAVE KEYPLAN

ALL RELEVANT

SHEETS

ADOPTED CODE CYCLE LISTINGS ARE INCLUDED ON TITLE SHEET

ALL FLOOR PLANS ARE 1/8" SCALE MINIMUM. ALL SITE PLANS ARE 1"=30'

NOT APPLICABLE

T0.1

ALL RELEVANT

SHEETS

ALL RELEVANT

SHEETS

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

BUILDING INFORMATION

T0.4

BUILDING INFORMATION

BUILDING NAME

CONSTRUCTION

TYPE

NUMBER

OF STORIES

BUILDING

AREA

IN SQ. FT.

SEPARATED /

NON SEPARATED

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 108 1954

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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

-A ta s c a d e ro

\2 T .d w g

D A T E /T

IM

E J u l :2

P M

JCCA

DSH

YES NO NO YES YES

PARTIAL NO 1954NO NO

1952 UBC TYPE

I-F.R.

20'-0" 8,118

PATIENT

HOUSING

UNLIMITED UNLIMITED SEPARATED

33'-9" 32,255 26902. 508A

03. 509A

04. 510A

05. 511

06. 512

07. 513

08. 514

09. 515

10. 516

11. 517

12. 518

13. 519

14. 520

15. 521

16. 522

01. 24

17. 523

18. 972

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

I-2 / I-3

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1958 UBC TYPE

I-F.R.

1958 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1958 UBC TYPE

I-F.R.

1952 UBC TYPE

I-F.R.

1994 UBC TYPE

I-F.R.

1994 UBC TYPE

I-F.R.

1994 UBC TYPE

I-F.R.

20'-0"

20'-0"

20'-4"

20'-4

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-4"

26'-11"

26'-11"

26'-11"

17,244

17,350

17,706

17,562

17,506

20,034

24,878

24,878

19,558

19,558

24,878

23,350

34,864

34,864

34,864

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

PATIENT

HOUSING

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

UNLIMITED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

SEPARATED

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

PARTIAL

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES4,160 I-2 / I-3

1964 UBC

I-F.R.

2 15'-4"

PATIENT

ADMISSIONS/

HOUSING

UNLIMITED UNLIMITED SEPARATED YES YES NO NO 28 1967 NO

8,118

32,255

17,244

17,350

17,706

17,562

17,506

20,034

24,878

24,878

19,558

19,558

24,878

23,350

34,864

34,864

34,864

4,160

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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 -A ta s c a d e ro

\2 -A

.d w g

D A T E /T

IM

E J u l :2

P M

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

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

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. OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN INTERIOR WALLS, FLOORS AND THE

BUILDING ENVELOPE RESULTING FROM THE INSTALLATION OF CONDUITS AND UTILITIES

SHALL BE CAULKED, SEALED, GASKETED, FIRESTOPPED OR WEATHER STRIPPED AS

REQUIRED TO LIMIT AIR LEAKAGE AND MAINTAIN FIRE RATINGS. ALL SUCH PENETRATIONS

SHALL BE FIRESTOPPED FOR 2 HOUR PROTECTION UNLESS OTHERWISE NOTED.

PENETRATIONS IN NON-RATED CONSTRUCTION SHALL BE CAULKED WITH PICK-PROOF

SECURITY SEALANT..

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 CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING

REINFORCING BARS SEE STRUCTURAL DRAWINGS FOR REQUIREMENTS. MAINTAIN A

MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN

ANCHOR.

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.

ELECTRICAL GENERAL NOTES

1. BRANCH CIRCUITS INDICATED ON DRAWINGS ARE BASED ON THE BEST AVAILABLE

INFORMATION AT THE TIME OF DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING AVAILABLE SPARES AND SPACES AND MAKING ADJUSTMENTS TO PROVIDE

POWER TO ALL NEW FIELD DEVICES.

2. UPDATE ALL SCHEDULES TO REFLECT FINAL CONDITIONS.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS OF CONDUITS AND CONDUCTORS

IN THE FIELD AND MAKING ADJUSTMENTS ACCORDINGLY.

ELECTRICAL SYMBOL LIST

PANELBOARD 240/120V, 1Ø, 3W OR 208V/120V, 3Ø, 4W

P4-10 BRANCH CIRCUIT DESTINATION (PANEL NAME-CIRCUIT

NUMBER)

HOMERUN INDICATES PROVIDING CONDUIT AND

CONDUCTORS

MINIMUM CONDUIT SIZE: 3/4"

MINIMUM CONDUCTOR SIZE: #12AWG

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.

#12 AWG FOR CIRCUITS UP TO 100'

#10 AWG FOR CIRCUITS FROM 100' TO 200'

#8 AWG FOR CIRCUIT GREATER THAN 200'

JUNCTION BOX

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

SUBSCRIPTS DENOTE THE FOLLOWING:

"GFCI" - GROUND-FAULT CIRCUIT INTERRUPTER

DATA PORT RECEPTACLE, # INDICATES NUMBER OF DROPS#

DOOR MARK - SEE DOOR SCHEDULE

ON SHEET - 00-A3.3

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

519520

509A

510A

508A

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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 -A ta s c a d e ro

\2 -A

.d w g

D A T E /T

IM

E J u l :2

P M

JCCA

DSH

00-A0.2

OVERALL SITE PLAN

OVERALL SITE PLAN

NO TO SCALE

N

SEE SHEET

15-A0.1 FIRST FLOOR &

15-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 521

SEE SHEET

17-A0.1 FIRST FLOOR &

17-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 523

SEE SHEET

16-A0.1 FIRST FLOOR &

16-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 522

SEE SHEET

14-A0.1 FIRST FLOOR &

14-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 520

SEE SHEET

13-A0.1 FIRST FLOOR &

13-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 519

SEE SHEET

12-A0.1 FIRST FLOOR &

12-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 518

SEE SHEET

11-A0.1 FIRST FLOOR &

11-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 517

SEE SHEET

1-A0.1 FIRST FLOOR &

1-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 24

SEE SHEET

03-A0.1 FIRST FLOOR &

03-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 509A

SEE SHEET

04-A0.1 FIRST FLOOR &

04-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 510A

SEE SHEET

07-A0.1 FIRST FLOOR &

07-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 513

SEE SHEET

08-A0.1 FIRST FLOOR &

08-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 514

SEE SHEET

10-A0.1 FIRST FLOOR &

10-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 516

SEE SHEET

09-A0.1 FIRST FLOOR &

09-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 515

SEE SHEET

06-A0.1 FIRST FLOOR &

06-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 512

SEE SHEET

05-A0.1 FIRST FLOOR &

05-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 511

SEE SHEET

02-A0.1 FIRST FLOOR &

02-A0.2 SECOND FLOOR

02-A0.3 THIRD FLOOR

OVERALL FLOOR PLAN - BLDG. 508A

SEE SHEET

18-A0.1 FIRST FLOOR &

18-A0.2 SECOND FLOOR

OVERALL FLOOR PLAN - BLDG. 972

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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

-A ta s c a d e ro

\2 -A

.d w g

D A T E /T

IM

E J u l :2

P 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 2"

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.

M

IN

C L

C L

1 1

5 8

1'-1013

1'-01 2"

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)

BTU

W D H

REMARKS

COORDINATE W/

VENDOR FOR SPECIAL

NUMBER

DETAIL

INSTALLATION REQ'MTS.

NOTES:

MEDSELECT FLEX CABINET

DRAWER MODULE

(DM)

ARxIUM

925 - 22.8 27.6 39.4 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MOD./UNIT DOSE MOD./CPU-UPS/

MONITOR & KEYBOARD (DM/UDM/DT-CPU/DT-UI)

ARxIUM

1270 - 22.8 27.6 73 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MODULE

(DM)

ARxIUM

828.4 - 22.8 27.6 39.4 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MOD./UNIT DOSE MOD./CPU-UPS/

MONITOR & KEYBOARD (DM/UDM/DT-CPU/DT-UI)

ARxIUM

1270 - 22.8 27.6 73 NEW FLOOR

MEDSELECT FLEX CABINET

DRAWER MOD../CPU-UPS/MONITOR

& KEYBOARD (DM/DT-CPU/DT-UI)

ARxIUM

1020 - 22.8 27.6 73 NEW FLOOR

MS-1.1

MS-1.2

MS-1.3

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

00-A3.1

S3.1

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

FLOOR MOUNTING PLATE - OPM-0406 - 13

ARxIUM

N/A - 10.5 22 2.125 NEW FLOORFP-01

00-A3.1 1,2&3

(OFCI) OWNER FURNISHED / CONTRACTOR INSTALLED

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.

MEDSELECT FLEX CABINET

DRAWER MOD./UNIT DOSE MOD./CPU-UPS/

MONITOR & KEYBOARD (DM/UDM/DT-CPU/DT-UI)

ARxIUM

1270 - 22.8 27.6 73 NEW FLOORMS-3.2

00-A3.1

S3.1

S3.1

07/09/2024

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/01/24

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

DETAIL SHEET

00-A3.2

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, ATASCADERO

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

03/04/2024

DEPARTMENT OF STATE HOSPITALS

V1 OSFM - 100% SUBMITTAL

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

-A ta s c a d e ro

\2 -A

.d w g

D A T E /T

IM

E J u l :2

P M

JCCA

DSH

FIRE STOPPING @ GYP. BD./PLASTER WALL

00-A3.2

System No. W-L-1290

SECTION A-A

W L

1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features.

A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. For M Rating, steel studs to be min 3-5/8 in. (92 mm) wide.

B. Gypsum Board*- — Nom 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Design in the Fire Resistance Directory. Max diam of opening is 5 in. (127 mm). For M Rating, max diam of opening is 4-3/8 in. (111 mm).

The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. The M Rating is applicable only to 1 hr rated walls.

2. Through Penetrant — One metallic pipe, conduit or tubing installed concentrically or eccentrically within the firestop system. Pipe, conduit or tube to be rigidly supported on both sides of wall assembly. The annular space between the pipe or tube and periphery of the opening shall be min 0 in (point contact) to max 1/2 in. (13 mm). As an option, for through penetrant types 2A, 2B and 2C only in nom diameters not exceeding 4 in. (102 mm), the penetrant can be installed with continuous point contact. As an option, for 1 hr F Rating, the annular space between pipe and opening can be max 1 in. (25 mm) for Item 2A penetrant in 2 in. (51 mm) diam (or smaller). The following types and sizes of metallic pipes, conduit or tube may be used:

A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe.

B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit.

D. Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube.

E. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

A

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 21, 2020

F Rating — 1 and 2 Hr (See Item 1) T Rating — 0 Hr

L Rating (Without Movement) at Ambient — Less than 1 CFM/Sq Ft L Rating (Without Movement) at 400°F — Less than 1 CFM/Sq Ft

M Rating (Movement) — See Table 1

A

2 3

C

C

LA

SSIF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US

3. Fill, Void or Cavity Material*-Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact and continuous point contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe/wall interface.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant

The M Rating for the firestop system is dependent on the variables as noted in the Table 1 below.

Table 1

Movement Direction

Penetrant Item

Nominal Penetrant Diameter

Annular Space Movement

Sealant Depth

F Rating

L Rating

Y 2A 2 in. Max 1 in. 5% 5/8 in. 1 hr. N/A

Z 2A 2 in. 1 in. 0.25 in. 5/8 in. 1 hr. N/A

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

System No. C-AJ-0090

SECTION A-A

C A J

1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diameter of opening is 6 in. (152 mm).

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

2. Steel Sleeve — (Optional)-Nom 6 in. (152 mm) diameter (or smaller) Schedule 40 (or heavier) steel pipe cast or grouted into the floor or wall assembly, flush with floor or wall surfaces.

3. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 4 in. (102 mm) thickness of 4 pcf (64 kg/m3) mineral wool batt insulation tightly packed into the opening as a permanent form. Packing material to be recessed from top surface of floor and both surfaces of wall to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Materials* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark…