Part_I_PLANS_-_Doors_and_Anti-Ligature.pdf

PDF 7 MB Posted Feb 20, 2025

Attached to: Anti-Ligature Med Room Door Mods Phase 1
Solicitation number: 0000034376
Issued by: San Luis Obispo County, San Luis Obispo City, California

About this file

Written by GovTribe AI · Feb 24, 2025

This is a set of architectural plans from the California Department of State Hospitals (DSH) for door and anti-ligature modifications at DSH-Atascadero, with an issue date of April 4, 2024. The project involves replacing doors at medication rooms and selected patient rooms across multiple buildings to eliminate ligature points and provide labeled door assemblies. The scope includes measuring and verifying existing doors/frames/hardware, removing door leaves, preparing frames, installing new doors and hardware with finishes, providing new UL or Intertek labels, securing med rooms during work, and coordinating with staff to maintain medication distribution in alternative areas during construction. The work spans across Buildings 24, 508A, 509A, 510A, 511, 512, 513, 514, and others.

The plans detail extensive modifications including installation of continuous hinges with security screws, anti-ligature mortise locks, door closers mounted on med room sides, security glazing, and specialized shelf installations. The project must comply with 2022 California Building Codes and Standards, including specific fire safety requirements during construction. The plans include detailed door schedules, demolition plans, and new work plans for each building, totaling 93 sheets. Special attention is given to maintaining security during modifications and ensuring all new installations meet anti-ligature requirements while preserving necessary fire ratings and door functionality.

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Other files

File	Type	Posted
IFB_ANTI_LIG_Med_Rm_Door_Mods_Phase_1_24-11033-000.pdf	PDF	Feb 20, 2025
Part_II_PLANS_-_Doors_and_Anti-Ligature.pdf	PDF	Feb 20, 2025
Approved_Specification_2025-01-24.pdf	PDF	Feb 20, 2025

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516 514

520 518

510A

508A

517509A

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

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JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

PROJECT AREA

LOCATION PLAN VICINITY MAP SCOPE OF WORK

10333 EL CAMINO REAL, ATASCADERO, CALIFORNIA 93422

DEPARTMENT OF STATE HOSPITALS - ATASCADERO

DEPARTMENT OF STATE HOSPITALS

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 DOORS AT MEDICATION ROOMS AND SELECTED PATIENT ROOMS TO ELIMINATE

LIGATURE POINTS AND TO PROVIDE LABELED DOOR ASSEMBLIES.

1. MEASURE AND VERIFY EXISTING DOORS, FRAMES AND HARDWARE.

2. REMOVE DOOR LEAVES AND PREPARE DOOR FRAMES TO RECEIVE NEW DOORS AND

HARDWARE.

3. INSTALL NEW DOORS AND HARDWARE AND FINISH.

4. PROVIDE NEW LABELS ON DOORS AND FRAMES BY UL OR INTERTEK.

5. SECURE THE MED ROOMS UNTIL THE WORK IS COMPLETE.

6. OWNER SHALL CONTINUE TO USE THE MED ROOM DURING CONSTRUCTION AND DISTRIBUTE

MEDICATIONS IN AN AREA AWAY FROM THE WORK.

DOORS AND ANTI-LIGATURE MODIFICATIONS

PHASE 1 AT MED ROOMS, STATEWIDE

MULTI-BUILDING SUBMITTAL - PRIMARY OSFM PERMIT NUMBER: XXXXXXXX

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

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

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

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

EL CAM

INO REAL

SAN RAFAEL RD

R D

BANE ST

OSFM PERMIT NUMBER

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-A5.1 DETAIL SHEET

00-A5.2 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-A6.1 DOOR SCHEDULE

SAN RAFAEL RD

DSA EXEMPTION NOTES

THIS WORK IS EXEMPT FROM FULL COMPLIANCE FOR ACCESSIBILITY.

PATIENTS WITH ACCOMMODATION NEEDS ARE LOCATED IN BUILDINGS 521, 522 AND 523. ALL

OTHER BUILDINGS DO NOT HOUSE PATIENTS WITH ACCESSIBILITY ACCOMMODATION.

MED ROOMS ARE CONSIDERED EMPLOYEE WORK AREAS AS PATIENTS ARE NOT ALLOWED IN THE

MED ROOMS.

THE PUBLIC IS NOT ALLOWED TO ACCESS THESE ROOMS AND ARE PROVIDED VISITING ROOMS

TO INTERACT WITH PATIENTS.

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 REQUIREMENTS 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.

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

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-A6.1 DOOR SCHEDULE

TOTAL NUMBER OF SHEETS = 93

T0.1

TITLE SHEET

519520

518 517

509A

510A

508A

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

: L :\2

D oo rs a nd A nt i-L ig at ur e, S ta te w id e\

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JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

LEGEND:

FIRE TRUCK ROUTE

FIRE HYDRANT

BUILDING NAME

02. 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

PATIENT HOUSING - TREATMENT

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS

SALLY PORT

FIRE ACCESS SITE PLAN

NO TO SCALE

T0.2

FIRE ACCESS SITE PLAN

LOCAL FIRE AUTHORITY - ACCESS APPROVAL

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

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JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

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

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 - 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

T0.3

S.F.M. TRIAGE LIST‚ LOCAL

FIRE AUTHORITY - ACCESS

APPROVAL

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

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

: L :\2

D oo rs a nd A nt i-L ig at ur e, S ta te w id e\

-A ta sc ad er o\

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M E:

Se p

, 0 2:

JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

YES NO NO YES YES

PARTIAL NO 1954NO NO

1952 UBC TYPE

I-F.R. 2

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

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'-4"

20'-4

20'-0"

20'-4"

26'-11"

17,244

17,350

17,706

17,562

17,506

20,034

24,878

19,558

24,878

23,350

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

SEPARATED

PARTIAL

YES

8,118

32,255

17,244

17,350

17,706

17,562

17,506

20,034

24,878

19,558

24,878

23,350

34,864

T0.4

BUILDING INFORMATION

HOSPITALS, ATASCADERO

: C :\U se rs

1\ Ap pD at a\ Lo ca l\T em p\

Ac Pu bl is h_

0- A0

.1 .d w g

M E:

Se p

, 0 2:

JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

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-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

SECTION NUMBER

(BUILDING SECTION)

SHEET NUMBER

A3.01

SECTION NUMBER

(BUILDING SECTION)

SHEET NUMBER

A3.01 1

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

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.

DOOR MARK - SEE DOOR SCHEDULE

ON SHEET - 00-A3.3

00-A0.1

ARCHITECTURAL COVER

SHEET

519520

518 517

509A

510A

508A

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

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

: L :\2

D oo rs a nd A nt i-L ig at ur e, S ta te w id e\

-A ta sc ad er o\

0- A0

.2 .d w g

M E:

Se p

, 0 2:

JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

00-A0.2

OVERALL SITE PLAN

ANTI-LIG SMOKE SEAL.

CLOSER MOUNT ON

MED RM SIDE

(E) HM FRAME; MODIFY TO

RECEIVE NEW HARDWARE

(E) CONC WALL

14 GA ASTRAGAL, STICH

WELDED TO DOOR. PROVIDE

SECURITY SEALANT AT GAPS

BETWEEN WELDS.

16 GA SHELF AND

BRACKETS; WELD TO DOOR

/1 6"

3/ 4"

3/4"

/3 2"27

/3 2"

5/16"

CONT HINGE, FULL MORTISE -

WIDE THROW: 040XY BY IVES ,

WITH SECURITY SCREWS.

PROVIDE TIPIT AT TOP TO

ELIMINATE LIGATURE POINT

REMOVE FRAME

GUIDANCE LIP

(E) HM FRAME

AND CONC WALL

SMOKE SEAL CLOSER, MOUNT

ON MED RM SIDE

7/ 8"

1 19/32"

1 3/8" MIN

SMOKE SEAL

TIPIT - LIGATURE

RESISTANT HINGE

TRIM W/ SECURITY

SCREWS

CLOSURE PLATE TO

MATCH TIPIT

CONT WIDE THROW HINGE

EXISTING HM DOOR

FRAME IN CONC WALL

JAMB HEAD

NEW 16 GA HM DOOR

EXISTING HM FRAME TO

BE MODIFIED TO ACCEPT

NEW HARDWARE

(E) CONCRETE WALL

SHELF AT LOWER DOOR HALF

ASTRAGAL AT

BOTTOM OF UPPER

DOOR HALF

ANTI-LIG SMOKE SEAL. LOCATION

SHOWN IS FOR LATCH SIDE.

3/ 4"

3/4"

/3 2"27 /3

5/16"

REMOVE FRAME GUIDANCE LIP

(E) HM FRAME AND

CONC WALL

SMOKE SEAL

/1 6"

1' -0

CONT HINGE, FULL MORTISE -WIDE

THROW: 040XY BY IVES , WITH

SECURITY SCREWS. PROVIDE TIPIT AT

TOP TO ELIMINATE LIGATURE POINT

EXISTING HM

DOOR FRAME

IN CONC WALL

SHELF WITH

MITERED

CORNERS AND

EASED EDGES

JAMB

LCN 4210T, MOUNT

ON MED RM SIDE

7/ 8"

1 19/32"

1 3/8" MIN

SMOKE SEAL

TIPIT - LIGATURE

RESISTANT HINGE

TRIM W/ SECURITY

SCREWS

CLOSURE PLATE TO

MATCH TIPIT

CONT WIDE THROW HINGE

AT HOLD-OPEN PROVIDE SHIELD

AT TOP, SIMILAR TO TIP-IT, TO

ELIMINATE LIGATURE POINT

HEAD

CONTINUOUS TURN-DOWN

AT EACH END

1" 1"

16 GA SHELF AND BRACKETS;

WELD TO DOOR. PROVIDE

SECURITY SEALANT AT ALL GAPS

14 GA ASTRAGAL, STICH

WELDED TO DOOR.

PROVIDE SECURITY

SEALANT AT GAPS

BETWEEN WELDS.

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

: L :\2

D oo rs a nd A nt i-L ig at ur e, S ta te w id e\

-A ta sc ad er o\

0- A5

.1 .d w g

M E:

Se p

, 0 2:

JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

GENERAL NOTES:

HEAD DETAIL

00-A5.1

SCALE:

1. REFER TO HARDWARE GROUP SCHEDULE ON 00-A6.1.

2. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.

3. DIMENSION FOR WIDTH IS DIMENSION OF OPENING W/O FRAME. PROVIDE FRAME OF

APPROPRIATE WIDTH FOR SCHEDULED OPENING.

4. V.I.F. - VERIFY DIMENSIONS IN FIELD

5. RATED DOORS TO BE POSITIVE LATCHING. 20 MINUTE RATED ASSEMBLIES SHALL BE

PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE

THE DOOR MEETS THE STOP ON BOTH SIDES AND THE TOP NFPA 252, UL 10B OR UL 10C.

MANUFACTURERS' INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR

ALL RATED DOOR ASSEMBLIES.

6. SWINGING TYPE FIRE DOORS & SMOKE & DRAFT CONTROL ASSEMBLIES SHALL BE TESTED &

LABELED IN ACCORDANCE W/ NFPA 252, UL 10B OR UL 10C. IN ACCORDANCE WITH THE

REQUIREMENTS OF THE LISTED ASSEMBLY, THE MANUFACTURERS INSTALLATION

INSTRUCTIONS SHALL BE PROVIDED W/ EA. ASSEMBLY FOR INSTALLATION AND FOR REVIEW

BY THE INSPECTION AUTHORITY.

1. HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS. LATCHES, LOCKS AND

OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO

GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR

TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34"

(864mm) AND 48" (1219mm) ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE

HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE BY LEVER-TYPE

HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, U-SHAPED HANDLES OR OTHER

HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS

ABOVE IN EGRESS DIRECTION.

2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE

OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

3. THE FORCE REQUIRED TO PUSH OR PULL OPEN A DOOR OR GATE SHALL BE AS FOLLOWS:

A. INTERIOR DOORS OR GATES: 5 lbs (22.2N) MAXIMUM

B. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWED BY THE

APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 lbs (66.7N)

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR

DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

4. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20

MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIER WALLS HAVING A

FIRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 716.5 CBC SHALL BE TESTED IN

ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST.

5. GLAZING IN DOOR ASSEMBLIES IN CORRIDORS AND SMOKE BARRIERS - IN A 20-MINUTE FIRE

DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM

FIRE-PROTECTION-RATED GLAZING OF 20 MINUTES AND SHALL BE EXEMPT FROM THE HOSE

STREAM TEST.

6. FIRE DOOR ASSEMBLIES & SHUTTERS SHALL BE INSTALLED IN ACCORDANCE WITH CBC

SECTION 716 AND NFPA 80.

7. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL BE LABELED IN

ACCORDANCE WITH SECTION 716.5.6.1 AND SHALL SHOW THE LETTER "S" ON THE FIRE RATING

LABEL OF THE DOOR. THIS MARKING SHALL INDICATE THAT THE DOOR AND FRAME ASSEMBLY

ARE IN COMPLIANCE WHEN LISTED OR LABELED GASKETING IS ALSO INSTALLED.

8. FIRE DOORS AND FRAMES SHALL BE LABELED SHOWING THE NAMES OF THE MANUFACTURER

AND THE THIRD-PARTY INSPECTION AGENCY.

9. FIRE RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME

OF THE MANUFACTURER, THE TEST STANDARD AND INFORMATION REQUIRED IN TABLE

716.1(1) THAT SHALL BE ISSUED BY AN APPROVED AGENCY AND SHALL BE PERMANENTLY

IDENTIFIED ON THE GLAZING

10. FIRE DOORS SHALL BE SELF- OR AUTOMATIC-CLOSING IN ACCORDANCE WITH CBC SECTION 716.

11. SINGLE FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE-HINGED SWINGING FIRE DOORS

SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS

CLOSED.

CODE NOTES:

00-A5.1

DETAIL SHEET

DUTCH DOOR SHELF DETAIL

00-A5.1

SCALE:

JAMB - LATCH SIDE

00-A5.1

SCALE:

CORRIDOR FLUSH DOOR WITH CONTINUOUS HINGE

00-A5.1

SCALE:

6" = 1'-0"

0 1 42 INCHES

6" = 1'-0"

0 1 42 INCHES

6" = 1'-0"

0 1 42 INCHES

6" = 1'-0"

0 1 42 INCHES

00-A5.1

SCALE:

6" = 1'-0"

0 1 42 INCHES

CORRIDOR DUTCH DOOR DETAIL

00-A5.1

SCALE:

6" = 1'-0"

0 1 42 INCHES

CORRIDOR DUTCH DOOR WITH CONTINUOUS HINGE

HEAD DETAIL

1/8" X 1/2" CLOSED CELL

NEOPRENE GASKET

1/4" PLATE SLIDING

DOOR RECEIVER

SECURITY LOCK

1/4" PL SLIDING DOOR

LATCH RECEIVER AT

OPEN AND CLOSED

POSITION

L 1" X 1" X 3/16" WELD

TO TUBE

2" 2"

V .I.

5/8"

VIF

3" 3"

5/8"

VERIFY

FIELD

PATCH AND REFRAME (E)

WALL TO RECEIVE NEW

WINDOW FRAME

SECURITY GLAZING IN GASKETS

0" A

I.F

SILL DETAIL

"JAMB DETAILS

1 1/4"

1/8" X 1/2" CLOSED CELL

NEOPRENE GASKET

1/4" DEADLOCK BAR

1" X 1" X 3/16" U-NOTCH AS

SHOWN TO RECEIVE

DEADLOCK BAR WELD TO

TUBE

1/4" PL KEEPER

1/4" PL COVER

L 1" X 1" X 3/16" WELD

TO TUBE 14 GA CONT "BRAUN" 3211 E HINGE

PLUG WELD TO SHIM PLATE AT

TUBE @ 6" OC

1/4" PIN

2"2 1/16"

1-1/4".

2"2"

2' - 8".

VIF

SPEAKER OPENING,

MATCH EXISTING

3 - 3/8"

PATCH AND REFRAME (E)

WALL TO RECEIVE NEW

WINDOW FRAME

SECURITY GLAZING IN GASKETS 15/32"

21/32"

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

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D oo rs a nd A nt i-L ig at ur e, S ta te w id e\

-A ta sc ad er o\

0- A5

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M E:

Se p

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JCCA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

DateIssue

00000000000XXXX

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

DOORS AND

ANTI-LIGATURE

MODIFICATIONS

PHASE 1 AT MED

ROOMS

04/04/2024

JCCA #: 24791-2

DSH

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

GENERAL NOTES:

1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.

2. DIMENSION FOR WIDTH IS DIMENSION OF OPENING W/O FRAME. PROVIDE FRAME OF

APPROPRIATE WIDTH FOR SCHEDULED OPENING.

3. V.I.F. - VERIFY DIMENSIONS IN FIELD

4. RATED DOORS TO BE POSITIVE LATCHING. 20 MINUTE RATED ASSEMBLIES SHALL BE

PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE

THE DOOR MEETS THE STOP ON BOTH SIDES AND THE TOP NFPA 252, UL 10B OR UL 10C.

MANUFACTURERS' INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR

ALL RATED DOOR ASSEMBLIES.

5. SWINGING TYPE FIRE DOORS & SMOKE & DRAFT CONTROL ASSEMBLIES SHALL BE TESTED &