1._DSH-A_Fuel_Oil_Transfer_Piping_-_OSFM_Approved_Drawings.pdf

ARCHITECTURAL

A1 EXITING PLAN

MECHANICAL

M0.1 MECHANICAL COVER SHEET

M1.1 MECHANICAL DEMOLITION FLOOR PLAN

M2.1 MECHANICAL NEW WORK FLOOR PLAN

M3.1 FUEL OIL PIPING FLOW DIAGRAM

M3.2 MECHANICAL DETAILS

M3.3 MECHANICAL DETAILS

ELECTRICAL

E0.1 ELECTRICAL COVER SHEET

E1.1 ELECTRICAL DEMOLITION FLOOR PLAN

E2.1 ELECTRICAL NEW WORK FLOOR PLAN

E3.1 ELECTRICAL DETAILS

1 10-31-22 SFM COMMENTS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

22-4241

CODES

1. 2019 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, TITLE 24 CCR

(INCLUDED IN PART 10).

2. 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 CCR

(INCLUDED IN PART 10).

3. HEALTH AND SAFETY CODE SECTIONS 1250 ET SEQ.- LICENSING PROVISIONS

FOR HEALTH FACILITIES.

4. HEALTH AND SAFETY CODE SECTION 1418- DEFINES LONG-TERM FACILITIES.

5. HEALTH AND SAFETY CODE SECTIONS 16000-16023- ESSENTIAL SERVICES

BUILDINGS.

6. HEALTH AND SAFETY CODE SECTION 17922- RULES AND REGULATIONS.

7. HEALTH AND SAFETY CODE SECTION 17960- REGULATION OF BUILDINGS USED

FOR HUMAN HABITAT.

8. HEALTH AND SAFETY CODE SECTION 18909- DEFINES "BUILDING STANDARD".

9. HEALTH AND SAFETY CODE SECTIONS 18950-18961- STATE HISTORICAL.

10. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 8.

11. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 17.

12. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19.

13. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 22.

14. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 23.

15. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24.

16. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99 HEALTH CARE

FACILITIES CODE.

17. GOVERNMENT CODE SECTION 4450- ACCESS TO PUBLIC BUILDINGS BY

PHYSICALLY HANDICAPPED PERSONS.

18. GOVERNMENT CODE SECTION 4465- DISABILITY ACCESS AND EDUCATION.

19. GOVERNMENT CODE SECTION 8875.2- LOCAL BUILDING DEPARTMENTS.

20. GOVERNMENT CODE SECTION 14680- RELOCATION OR REMOVAL OF PUBLIC

UTILITY FACILITIES WHEN A STATE STRUCTURE IS TO BE CONSTRUCTED.

21. GOVERNMENT CODE SECTION 14963- FIRE AND LIFE SAFETY.

22. GOVERNMENT CODE SECTION 14685- CALIFORNIA HIGHWAY PATROL

REGULATIONS FOR PROTECTION OF STATE EMPLOYEES, PROPERTIES,

BUILDINGS AND GROUNDS, AND OCCUPANTS OF STATE PROPERTIES.

23. GOVERNMENT CODE SECTION 14672.95- LEASING BUILDING AT PATTON STATE

HOSPITAL FOR PURPOSE OF PROVIDING SERVICES TO ELDERLY PERSONS.

24. GOVERNMENT CODE SECTION 14672.6- LEASING TO A NONPROFIT

CORPORATION, FOR THE PURPOSE OF CONDUCTING A CANTEEN AT NAPA

STATE HOSPITAL.

25. GOVERNMENT CODE SECTION 14670.2- LEASING TO A PUBLIC

GOVERNMENTAL AGENCY NOT EXCEEDING 10.5 ACRES LOCATED WITHIN THE

GROUNDS OF NAPA STATE HOSPITAL.

26. PUBLIC RESOURCES CODE SECTIONS 5024, 5024.1, 5024.5- PROJECT

COMPLIANCE WITH FEDERAL AND STATE HISTORIC PRESERVATION LAWS.

27. PUBLIC RESOURCES CODE SECTION 42982- MANAGEMENT OF POST

CONSUMER CARPET REMOVED FROM STATE BUILDINGS STANDARDS

33. PATIENT AND STAFF SAFETY (SB1299) OSHA.

34. AMERICANS WITH DISABILITY ACT (ADA).

35. OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (OSHPD) LEVEL 1

ACUTE PSYCHIATRIC HOSPITALS, OSHPD 5.

36. "PATIENT SAFETY STANDARDS, MATERIALS AND SYSTEMS GUIDELINES"

PUBLISHED BY NEW YORK STATE OFFICE OF MENTAL HEALTH, CURRENT

VERSION.

37. BEHAVIORAL HEALTH DESIGN GUIDE BY FACILITIES GUIDELINES INSTITUTE

(FGI), CURRENT VERSION.

OTHER AGENCY REQUIREMENTS

1. DSH SUSTAINABILITY ROADMAPS.

2. STATE FIRE MARSHALL- AUTHORITY HAVING JURISDICTION ON STATE

CONSTRUCTION PROJECTS, ANNUAL INSPECTIONS, ENFORCEMENT OF THE

CALIFORNIA FIRE CODE AND THE CALIFORNIA BUILDING STANDARDS CODE.

3. CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA)-

REGULATES JOB SAFETY.

ADDL. APPLICABLE CODES & STANDARDS

HAZARDOUS MATERIAL NOTES SEISMIC PROTECTION NOTES

1. REFER TO SPECIFICATIONS SECTION FOR FURTHER INFORMATION AND

RECOMMENDATIONS REGARDING MITIGATION OF ASBESTOS CONTAINING

MATERIALS (ACM'S) AND LEAD BASED PAINT (LBP'S).

2. FURNISH ALL LABOR, MATERIALS, FACILITIES, EQUIPMENT, SERVICES,

EMPLOYEE TRAINING AND TESTING, PERMITS, LICENSES AND AGREEMENTS

NECESSARY TO PERFORM THE REQUIRED HAZARDOUS MATERIAL ABATEMENT,

PAINT STABILIZATION, SELECTIVE DEMOLITION, STRUCTURE DEMOLITION, AND

OTHER HAZARDOUS MATERIAL-RELATED CONSTRUCTION WORK OF THE

PROJECT IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS, DRAWINGS,

NOTATIONS, AND THE LATEST REGULATIONS FROM THE U.S. ENVIRONMENTAL

PROTECTION AGENCY (EPA), AIR QUALITY MANAGEMENT DISTRICT, THE

CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF

OCCUPATIONAL SAFETY AND HEALTH (DOSH, “CAL/OSHA”), CALIFORNIA

DEPARTMENT OF PUBLIC HEALTH (CDPH), AND ALL OTHER APPLICABLE

FEDERAL, STATE, AND LOCAL GOVERNMENTAL REGULATIONS. WHENEVER

THERE IS A CONFLICT OR OVERLAP OF THE ABOVE REFERENCES, THE MOST

STRINGENT PROVISION APPLIES.

3. THE HAZARDOUS MATERIALS AT THE SITE INCLUDE:

A. LEAD-CONTAINING PAINT IS PRESUMED TO BE PRESENT ON ALL

STRUCTURAL AND NON-STRUCTURAL (PIPING SUPPORT, BRACING,

ANCHORAGE, ETC.) STEEL COMPONENTS AND SURFACE. SURFACE

COATINGS AT THE PROJECT SITE ARE ASSUMED TO CONTAIN LEAD. ALL

OTHER PAINTS AND COATINGS SHALL BE CONSIDERED TO CONTAIN LEAD

AT DETECTABLE LEVELS IN THE ABSENCE OF LABORATORY DATA TO THE

CONTRARY.

B. PCBs: POLYCHLORINATED BIPHENYLS (PCBs) ARE PRESUMED TO BE

PRESENT WITHIN TRANSFORMER.

4. SPECIFICATIONS HAVE BEEN PREPARED ON THE BASIS OF EXISTING

DOCUMENTATION AND SITE INSPECTIONS. LOCATION OF ASBESTOS

MATERIALS, LEAD-CONTAINING MATERIALS AND OTHER HAZARDOUS AND NON

HAZARDOUS MATERIALS AND COMPONENTS TO BE REMOVED IS GENERAL IN

NATURE, AND INTENDED TO PROVIDE AN “APPROXIMATE” INDICATION OF

MATERIALS TO BE REMOVED AND EXISTING CONDITIONS.

5. THE SITE WILL BE AVAILABLE FOR EXAMINATION OF EXISTING CONDITIONS.

THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CONTRACT DOCUMENTS,

VISIT THE SITE, AND VERIFY LOCATION, SIZE AND QUANTITY OF MATERIALS TO

BE REMOVED. CHANGE ORDERS WILL NOT BE ALLOWED FOR ANY MATERIAL

THAT CAN BE REASONABLY QUANTIFIED FROM PROJECT DRAWINGS OR

THROUGH SITE INSPECTION.

6. THE CONTRACTOR SHALL ADHERE TO ALL ASPECTS OF THE PROJECT PLANS

AND SPECIFICATIONS. REQUESTS TO DEVIATE FROM ANY ASPECT OF THE

PLANS AND SPECIFICATIONS SHALL BE SUBMITTED IN WRITING TO THE STATE

FOR APPROVAL. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FOR

ANY DEVIATIONS.

7. HAZARD COMMUNICATION: THE CONTRACTOR SHALL CONFORM WITH ALL

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO

WORKER AND ENVIRONMENTAL PROTECTION WITH REGARD TO ALL KNOWN

OR PRESUMED TOXIC OR HAZARDOUS BUILDING MATERIALS WHICH MAY BE

PRESENT ON SITE AND INVOLVED IN THE CONTRACTOR'S ABATEMENT,

DEMOLITION, LEAD RELATED CONSTRUCTION, CLEAN-UP OR OTHER WORK OF

THE PROJECT. THE CONTRACTOR SHALL UTILIZE EQUIPMENT, METHODS AND

PROCEDURES THAT MINIMIZE PRODUCTION OF ENVIRONMENTAL EXPOSURES

AND HAZARDOUS WASTES TO THE EXTENT POSSIBLE. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RESULTING FROM PRODUCTION

OF SUCH WASTES AND ENVIRONMENTAL EXPOSURES AT NO ADDITIONAL COST

TO THE OWNER.

8. ALL WORKERS AND THEIR SUPERVISORS SHALL BE TRAINED FOR ALL

ANTICIPATED HAZARDS INCLUDING ASBESTOS, LEAD, MOLD, AND BIOLOGICAL

WASTES. WORKERS AND THEIR SUPERVISORS SHALL BE APPROPRIATELY

CERTIFIED FOR ASBESTOS AND LEAD WORK THROUGH CAL/OSHA AND CDPH

RESPECTIVELY. ALL WORKERS ENTERING HAZARDOUS MATERIALS WORK

AREAS SHALL BE TRAINED AND FITTED FOR SUITABLE RESPIRATORY

PROTECTION AND SHALL BE TRAINED REGARDING THE SPECIFIC HEALTH AND

SAFETY HAZARDS OF THIS SITE. THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR ALL ASPECTS OF CONSTRUCTION HEALTH AND SAFETY AS REQUIRED FOR

THE PERFORMANCE OF THIS WORK.

9. HAZARDOUS MATERIAL WORK, INCLUDING CONTAINMENT SET UP AND

PREPARATION SHALL NOT START UNTIL THE CONTRACTOR'S HAZARDOUS

MATERIALS SUBMITTALS HAVE BEEN APPROVED BY THE STATE.

10. THE CONTRACTOR SHALL SUBMIT DETAILED HAZARDOUS DEMOLITION AND

ABATEMENT SCHEDULE AND PHASING PLAN FOR APPROVAL BY THE STATE

PRIOR TO START UP OF WORK. THE CONTRACTOR SHALL UPDATE SCHEDULE

WEEKLY AND WHEN ANY SCHEDULE CHANGES OCCUR OR ARE ANTICIPATED.

11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PROTECTIVE MEASURES

INCLUDING PROVIDING PERSONAL PROTECTIVE EQUIPMENT AND SUFFICIENT

SAFETY TRAINING TO ALL PERSONNEL RELATED TO THE FOLLOWING

ANTICIPATED HAZARDS: ASBESTOS, LEAD, NOISE, HEAT STRESS; ELECTRICAL

(GFCI USE, LOCK OUT AND TAG OUT); FALL HAZARDS; WATER USAGE AROUND

ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION HAZARDS.

12. ALL POLYETHYLENE SHEETING AND MATERIALS USED FOR CONTAINMENT AND

CRITICAL BARRIERS SHALL BE FIRE RETARDANT. ALL LUMBER USED SHALL BE

FIRE RATED.

13. FOLLOWING COMPLETION OF ABATEMENT AND APPROVAL OF WORK BY THE

STATE, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL REMAINING

POLYETHYLENE SHEETING AS ASBESTOS OR LEAD CONTAMINATED WASTE, AS

APPLICABLE TO THE WORK.

14. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOUR ADVANCE NOTICE,

PRIOR TO CANCELING ANY WORK SHIFT, AND SHALL BE RESPONSIBLE FOR ALL

RESULTING CONSULTANT COSTS IF TIMELY NOTICES NOT RECEIVED. PROVIDE

AT LEAST 48 HOURS ADVANCE NOTICE PRIOR TO STARTING OR RE-STARTING

HAZARDOUS MATERIALS RELATED WORK OR ABATEMENT.

1. ONLY ONE PRE-APPROVED BRACING SYSTEM SHALL BE USED FOR A RUN OF

PIPE, DUCT, OR CONDUIT. ANY SUBSTITUTION OF ANY COMPONENT OF A

PRE-APPROVED BRACING SYSTEM SHALL REQUIRE OWNER REVIEW AND

APPROVAL. COMPONENTS OF TWO OR MORE BRACING SYSTEMS SHALL NOT

BE MIXED. A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION

GUIDE/MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING THE

INSTALLATION OF HANGERS AND/OR BRACES. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO OBTAIN COPIES OF OSHPD PRE-APPROVALS AND FURNISH

THE OWNER WITH A COPY OF EACH.

2. IF AN OSHPD PRE-APPROVED BRACING SYSTEM IS UTILIZED, PROVIDE COPIES

OF PRE-APPROVED DETAILS ON JOB SITE PRIOR TO STARTING INSTALLATION

OF THE COMPONENT OR SYSTEM. A COPY OF THE CHOSEN BRACING

SYSTEM(S) INSTALLATION GUIDE/MANUAL SHALL BE ON THE JOBSITE PRIOR TO

STARTING THE INSTALLATION OF HANGERS AND/OR BRACES.

3. IN NEW WORK AREAS AND LIMITED NEW WORK AREAS ALL NEW PIPING,

CONDUIT, DUCTWORK, EQUIPMENT, PANELS, ETC. SHALL BE SEISMICALLY

BRACED (SEE NOTE 4 BELOW).

4. SEISMIC ANCHORAGE OF ALL NEW PIPING, CONDUIT, DUCTWORK, EQUIPMENT,

PANELS, ETC. SHALL BE BY ONE OF THE FOLLOWING MANUFACTURERS IN

ACCORDANCE WITH THE 2019 CBC AND THE LATEST ISSUE OF "ENGINEERED

SEISMIC BRACING OF SUSPENDED UTILITIES" AS PUBLISHED BY THE

INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY (ISAT). APPROVED

MANUFACTURERS INCLUDE: ISAT OPM-0403-13, MASON INDUSTRIES

OPM-0043-13, B-LINE/TOLCO OPM-0052-13, OR EQUAL.

5. DEFERRED APPROVAL - LAYOUT DRAWINGS, SHOWING THE BRACING/SUPPORT

LOCATIONS AND REFERENCES TO DETAILS FROM THE RELEVANT OSHPD

PRE-APPROVALS FOR PIPING/DUCTS/CONDUITS EXCEPT FIRE SPRINKLERS,

NEED TO BE SUBMITTED FOR USE BY THE INSPECTOR IF RECORD (IOR) (IF

APPLICABLE FOR THIS PROJECT) AND OWNER. THE LAYOUT DRAWINGS,

PREPARED PER ASCE 7 CHAPTER 13 AS MODIFIED BY CBC SECTIONS

1613A/1615A, NEED TO BE REVIEWED AND ACCEPTED BY THE EOR (SE AND/OR

ME/EE) AND OWNER PRIOR TO STARTING INSTALLATION OF THE

BRACING/SUPPORT. IOR (IF APPLICABLE FOR THIS PROJECT) SHALL ENSURE

THE ABOVE REQUIREMENTS ARE SATISFIED.

6. AT LEAST FOUR WEEKS PRIOR TO BEGINNING INSTALLATION, FOUR COPIES OF

THE PLANS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD WHO WILL

SUBMIT THEM TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND

APPROVAL. THE PLANS SHALL BE COORDINATED WITH THE PLANS OF THE

OTHER TRADES. A COPY OF THE CHOSEN BRACING SYSTEM INSTALLATION

GUIDE/MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING THE

INSTALLATION. SEE DEFERRED APPROVAL NOTES ON ARCHITECTURAL SHEET

T0.1.

7. CONTRACTOR SHALL PROVIDE CALCULATIONS AND DETAILS FOR THE

SUPPORT AND BRACING OF ALL PIPES, DUCTS, EQUIPMENT AND CONDUITS.

SHOP DRAWINGS SHALL INCLUDE ALL BRACING AND SUPPORT LOCATIONS

AND REFERENCES TO DETAILS.

FROM RELEVANT OSHPD PRE-APPROVALS AND SHALL BE SUBMITTED TO THE

IOR (IF APPLICABLE FOR THIS PROJECT) AND OWNER.

8. EQUIPMENT SUPPORTS AND ANCHORAGE SHALL BE APPROVED BY THE

APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND PRIOR TO

INSTALLATION. THE IOR (IF APPLICABLE FOR THIS PROJECT) SHALL ASSURE

THAT THE FIELD INSTALLATION CONFORMS TO APPROVED SUBMITTED

DETAILS.

9. SEISMIC LATERAL FORCE Fp, INCLUDING ap & Rp MUST BE DETERMINED AT

EACH LEVEL OF THE BUILDING BY THE CONTRACTOR'S STRUCTURAL

ENGINEER SO THAT THE BRACING SPACING CAN BE CALCULATED AND

SUBMITTED TO THE SEOR FOR REVIEW.

10. ONCE EXACT LOCATIONS OF ALL CONDUIT HAVE BEEN ESTABLISHED, THE

STRUCTURAL ENGINEER MUST CHECK THE ADEQUACY OF THE SUPPORTING

STRUCTURE TO ENSURE THAT THE ORIGINAL DESIGN IS STILL ADEQUATE. THE

INSPECTOR OF RECORD SHALL ENSURE THAT ALL WORK IS PROPERLY

INSTALLED PER THE APPLICABLE OSHPD PRE-APPROVAL.

11. SPECIAL INSPECTION SHALL BE PERFORMED BY SPECIAL INSPECTOR IN

ACCORDANCE WITH CBC 1705A.12.4 FOR SPECIAL SEISMIC CERTIFICATION.

PRE-APPROVED COMPONENT AND SYSTEM LIMITATIONS:

A. SOME PRE-APPROVALS HAVE LIMITATIONS THAT REQUIRE EITHER A DEFERRED

SUBMITTAL COMMENT ON LAYOUT DRAWINGS AND COMPONENT DESIGN OR A

PRE-ENGINEERED DESIGN THAT IS A PART OF THE CONTRACT DOCUMENTS. ALL

OF THE PRE-APPROVED SYSTEMS REQUIRE THAT THE SEISMIC LATERAL FORCE,

Fp, INCLUDING CONSIDERATION OF Ap AND Rp BE DETERMINED AT EACH LEVEL

OF THE BUILDING SO THAT BRACE SPACING AND ANCHORAGE REQUIREMENTS

CAN BE DETERMINED. PROVIDE ALL PARAMETERS REQUIRED TO COMPUTE Fp (e.g. Ap,Rp,Sps,Ip,h AND z AT EACH LEVEL) ON THE SHOP DRAWINGS. THE SEOR

MAY APPROVE SEISMIC LATERAL FORCE COMPUTATIONS SUBMITTED BY THE

CONTRACTOR.

PRE-APPROVED PIPE, DUCT, AND CONDUIT BRACING:

A. SHOP DRAWINGS OF THE SUPPORT AND BRACING SYSTEMS PER THE

PRE-APPROVAL SHALL BE SUBMITTED TO THE DISCIPLINE IN RESPONSIBLE

CHARGE OF THE PROJECT FOR REVIEW TO VERIFY THAT THE DETAILS ARE IN

CONFORMANCE WITH ALL CODE REQUIREMENTS. THE SHOP DRAWINGS SHALL

BE IN ACCORDANCE WITH ASCE 7-10 SECTION 13.6 AS MODIFIED BY THE CBC

2016 SECTION 1614A.

a) THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL FORWARD THE

ANCHORAGE AND BRACING PLANS (INCLUDING APPROVED CHANGE

ORDERS FOR SUPPLEMENTARY FRAMING WHERE REQUIRED) TO THE

STRUCTURAL ENGINEER OF RECORD (SEOR) WITH A NOTATION INDICATING

THAT THE PLANS HAVE BEEN REVIEWED AND ARE IN GENERAL

CONFORMANCE WITH THE PRE-APPROVAL AND THE DESIGN OF THE

PROJECT.

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

THIS REQUIREMENT.

c) THE REGISTERED DESIGN PROFESSIONAL (OTHER THAN SEOR) MAY

PROVIDE THE SHOP DRAWING STAMP FOR SMALL INSTALLATIONS AT THE

DISCRETION OF THE SEOR.

B. THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL DESIGN ANY

SUPPLEMENTARY FRAMING THAT IS NEEDED TO RESIST THE LOADS, MAINTAIN

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

SYSTEM. THE SUPPLEMENTARY FRAMING SHALL BE SUBMITTED TO THE SEOR

PRIOR TO CONSTRUCTION FOR REVIEW.

C. THE SHOP DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED

TO THE SEOR TO REVIEW THE Fp FOR PRE-APPROVED SYSTEM.

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

THE JOBSITE AND CAN THEN BE USED FOR INSTALLATION OF THE SUPPORT AND

BRACING.

CONT. SEISMIC PROTECTION NOTES CONT. APPLICABLE CODES & STANDARDS

HAZARDOUS MATERIAL,

SEISMIC PROTECTION,

APPLICABLE CODES &

STANDARDS NOTES

T0.2

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

E L \2

-6

F u e l O il T ra n s fe r P ip in g D S H

-A \C

A D

\2 T .d w g

D A T E /T

IM

E O c t :0

A M

JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

503A

532 531

CS-40

546 542

510A

504A

505A

5B

5A

506A

508A

MB-104

MB-107

MB-103

MB-101

607 606

509B

508B

506B

B

305304

503B

502B

501B 510B

S-16

512A

(110A)

S-8

SB-2

SB-3

MB-102

CS-35 - CS-37

SB-1

CS-25

CS-38

SB-5

CS-39

S-18 S-19

S-7

CS

-23

CS

-24

SB-4

CS-17 CS-31

&CS-32

CS-1 - CS-16

CS-18 - CS-22

S-17

CS-33 & CS-34

S-1

S-3 S-2

S-4

S-5

S-15

509A

S-10

S-12

S-13

S-11

S-9 511A

CS-26

-CS-30

B

S-6

510C

502A

FIRE ACCESS SITE PLAN

NO SCALE N

SITE ACCESS FROM PUBLIC RIGHT

OF WAY AND FROM ATASCADERO

HOSPITAL FIRE DEPARTMENT

USING EXISTING PAVED ROADS

FIRE ACCESS SITE

PLAN

T0.3

LEGEND:

FIRE TRUCK ROUTE

(E) FIRE HYDRANT

BUILDING 830

SEE SHEET T0.5 FOR FIRE

SEPARATION DISTANCE

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

E L \2

-6

F u e l O il T ra n s fe r P ip in g D S H

-A \C

A D

\2 T .d w g

D A T E /T

IM

E O c t :0

A M

JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

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

ELECTRONIC SIGNATURE APPROVAL REQUIRED

SCOPE OF WORK

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

PROVIDED WITH SUBMITTAL

FLOOR PLANS ARE 1/8"=1' MINIMUM

10333 EL CAMINO REAL, ATASCADERO, CA 93422

OWNER: DEPARTMENT OF STATE HOSPITAL

T.I.

EXISTING

ALL RELEVANT

SHEETS

N/A

T0.1

T0.1

OSFM NO 22-S-4241-C-DR 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

SITE KEY PLAN IS PROVIDED

NORTH ORIENTED SITE PLAN IS PROVIDED

ALL RELEVANT

SHEETS

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'

RELEVANT SHEETS FROM THE APPROVED PLANS ARE ATTACHED AS REFERENCE.

SEE REFERENCE

DRAWINGS

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

EMERGENCY RESPONDER RADIO COVERAGE

ELEVATOR GURNEY ACCOMODATION

PROVIDE A COMPLETE FIRE ACCESS PLAN

PROVIDE 6 MO. CURRENT SITE FIRE FLOW INFORMATION

OTHER

ALL RELEVANT

SHEETS

ALL RELEVANT

SHEETS

OCCUPANT: DEPARTMENT OF STATE HOSPITAL

ELECTRONIC DOCUMENT SIGNATURE APPROVAL LETTER ATTACHED LETTER

PROVIDED ON SITE PLAN

T0.3

NOT APPLICABLE

NOT APPLICABLE

LOCAL FIRE DEPARTMENT SHOWN ON SITE PLAN

NOT APPLICABLE - BUILDING HAS ONLY 1 LEVEL AND DOES NOT HAVE AN

ELEVATOR

ALL BUILDINGS ARE FIRE TRUCK ACCESSIBLE USING EXISTING ROADS

N/A

T0.5

T0.3

T0.3

PROVIDED ON SITE PLAN

NOT AVAILABLE - USE FIRE HYDRANTS

NOT AVAILABLE

-N/A

T0.1

STATE FIRE MARSHAL

TRIAGE LIST

T0.4

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

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JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

SEE A1 EXITING PLAN

1 10-31-22 SFM COMMENTS

OCCUPANCY: A/B/F-1/I-3

YEAR BUILT 1954; NEW WAREHOUSE

1=STORY; WAREHOUSE=3 STORIES

AREA: 70,172; WAREHOUSE 20,488

BUILDING IS PARTIALLY SPRINKLERED

AND PROTECTED WITH A FULLY

AUTOMATIC FIRE ALARM SYSTEM

15'.

NON-OCCUPIED (E) EQUIPMENT BUILDINGS

(E) MAINTENANCE BUILDING

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

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

JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL

TRANSFER PIPING

AT BUILDING 830

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

DSHDN

DN

88'-6"

1.4"

7 OCC

56'

.6"

3 OCC

17'-6"

.2"

1 OCC

135'-6"

4.4"

22 OCC

28' -6"

49' -0"

9' -6"

20' -0"

6"

10' -6"

6' 0"

13' -0"

(E) EQUIP MEZZ

(E) BOILER ROOM

(E) ELECTRICAL

RM

25 (E) ELECT RM

(E) EMERGENCY

GENERATOR RM

35'

.6"

3 OCC

1/8" = 1'-0"

BUILDING 830

GENERAL NOTES:

1. MAXIMUM TRAVEL DISTANCE SHALL NOT

EXCEED 200' IN COMPLIANCE WITH CBC

TABLE 1017.2.

2. THIS DRAWING SHOWS EXIT FEATURES IN A

DIAGRAMMATIC WAY.

3. ALL SINGLE EXIT DOORS ARE 33 INCHES

CLEAR AND WILL ACCOMODATE 165

OCCUPANT LOAD.

4. ALL DOUBLE EXIT DOORS ARE 68 INCHES

CLEAR AND WILL ACCOMODATE 340

OCCUPANT LOAD.

35'

.35"

TOTAL NUMBER OF

OCCUPANTS

SERVED BY EXIT

TOTAL EXIT ACCESS

TRAVEL DISTANCE

(FEET)

TOTAL EGRESS

WIDTH REQUIRED (IN

INCHES)

EXIT ACCESS TRAVEL PATH

THIS PORTION OF (E) EXIT PATH, FOR ROOM

24, EXTENDS UNDER THE MEZZANINE

(E) FIRE EXTINGUISHER AND EXIT SIGN AT EA EXIT DOOR, TYP

(E) FIRE EXTINGUISHER AND EXIT SIGN AT EA EXIT DOOR, TYP

TOTAL AREA

ROOM SCHEDULE

A1

EXITING PLAN

DRAWING ADDED

1 10-31-22 SFM COMMENTS

D A T E /T

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\A ta s c a d e ro

\F u e l O il T ra n s fe r P ip in g \R e v is e d D ra w in g s

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

MECHANICAL COVER

SHEET

M0.1

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

E L \2

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F u e l O il T ra n s fe r P ip in g D

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100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

TYPE OF DIFFUSER OR GRILLE

POINT OF DISCONNECTION

SHEET WHERE DETAIL IS DRAWN

ROOM THERMOSTAT

8x8 OR 10ø

DUCT SIZE IN INCHES

T

DETAIL NO.

NEW WORK KEY NOTE

DEMOLITION KEY NOTE

POINT OF CONNECTION

MANUAL DAMPER

MOTORIZED DAMPERM

AIR VOLUME FROM SUPPLY

DIFFUSER OR TO RETURN GRILLE IN

CFM

EXHAUST

CUBIC FEET PER

ABOVE FLOOR

ACCESS DOOR

GALLONS PER MINUTE

GAUGEGA.

GPM

EXH.

A.D.

A.F.

CFM

DOMESTIC HOT WATER

FUEL OIL PIPING

WASTE

INDUSTRIAL COLD WATER

CONDENSATE DRAIN

FIRE SPRINKLER LINE

COMPRESSED AIR

VENT

CW

HW

ICW

W

CD

F

CA

V

SYMBOL DESCRIPTION

CONTROL VALVE

M MOTOR ACUATED MODULATING

SYMBOL

S

A

PUMP

P

PRESSURE RELIEF

AUTOMATIC AIR VENT

PETE'S PLUG

PRESSURE GAUGE

THERMOMETER

PNEUMATIC ACTUATED

SOLENOID ACTUATED

PRESSURE REGULATOR

ANGLE VALVE

CHECK VALVE

VENTURI FLOW METER

PLUG VALVE

GAS VALVE

STRAINER

GLOBE VALVE

BUTTERFLY VALVE

DESCRIPTION

GATE VALVE

BALL VALVE

MECHANICAL PIPING SYMBOLS

MINUTE

EXISTING(E)

OPENING

PLATFORM

OPNG.

PLAT.

POINT OF DISCONNECTPOD

NEW(N)

MECHANICAL ABBREVIATIONS

POINT OF CONNECTIONPOC

CONDENSER WATER SUPPLYCWS

CONDENSER WATER RETURNCWR

CONDENSER WATERCW

BUILDING MANAGEMENT SYSTEMB.M.S.

DEMO(D)

GENERAL NOTES MECHANICAL SYMBOLS

1. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS,

EQUIPMENT, TOOLS, TRANSPORTATION, WAREHOUSING, AND ANY OTHER

SERVICES REQUIRED TO COMPLETE THE WORK IN A TIMELY AND EFFICIENT

MANNER.

2. INDIVIDUAL ITEMS OF WORK ARE DETAILED IN THE VARIOUS SECTIONS OF THIS

SCOPE OF WORK, THE ATTACHED DRAWINGS, AND THE NOTES AND LEGENDS

ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO COMPLETE THE

REQUIREMENTS FOUND IN ANY OF THE ABOVE.

3. CONTRACTOR BIDS ARE TO BE BASED UPON COMPLETING THE WORK WITHIN

THE AMOUNT BID. ANY QUESTIONS PERTAINING TO UNKNOWN CONDITIONS,

CHANGES IN DESIGN, OMISSIONS IN THE DESIGN OR SCOPE OF WORK,

MATERIALS, AND INSTALLATION TECHNIQUE ARE TO BE DISCUSSED WITH THE

PROJECT MANAGER. THE PROJECT MANAGER WILL GET THE ANSWERS TO

QUESTIONS, AS SOON AS POSSIBLE, IF "ON-THE-SPOT" ANSWERS CAN NOT BE

PROVIDED. UNKNOWN CONDITIONS ENCOUNTERED DURING THE COURSE OF

WORK, WHICH MAY DELAY WORK OR ADD COST, WILL BE REPORTED TO THE

PROJECT MANAGER IMMEDIATELY-SO THAT PROPER ARRANGEMENTS CAN BE

MADE WITHOUT WORK STOPPAGE.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE EDITION OF THE OWNERS

STANDARDS AND REQUIREMENTS CURRENTLY IN FORCE AND ALL LOCAL

ORDINANCES AND REQUIREMENTS.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL

TEMPORARY BRACING AND SHORING OF EQUIPMENTS TO INSURE THE SAFETY

OF THE WORK UNTIL IT IS IN ITS COMPLETED FORM.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO MAINTAIN A

SAFE CONSTRUCTION PROJECT.

7. THE CONTRACTOR SHALL REPAIR AND/OR REPAINT ALL AREAS DAMAGED BY

DEMOLITION OR CONSTRUCTION, AND FINISH TO MATCH EXISTING ADJACENT

SURFACES.

8. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO THE OWNER

REPRESENTATIVE PROJECT MANAGER UPON COMPLETION OF

CONSTRUCTION.

9. DAILY, AND UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE

DEBRIS, RUBBISH, WASTE, AND SURPLUS MATERIAL FROM THE PREMISES.

10. THE CONTRACTOR SHALL PROTECT AND COVER ALL FIXTURES AND

EQUIPMENT IN AREAS AFFECTED BY WORK, AND UPON COMPLETION OF WORK,

SHALL THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT, WALLS, CEILING,

FLOOR, AND HARDWARE.

11. ALL PERMITS SHALL BE OBTAINED AS REQUIRED BY LOCAL CODES AND AHJ.

12. CONTRACTOR SHALL VERIFY ALL INDOOR/OUTDOOR DIMENSIONS AND

OUTDOOR JOB CONDITIONS AT THE JOB SITE PRIOR TO BID, DO NOT SCALE

DRAWINGS.

13. CONTRACTOR SHALL PROVIDE ALL PLAN CHECK SERVICES, WHERE

APPLICABLE.

14. CONTRACTOR SHALL OBTAIN A BURN PERMIT FOR ALL HOT WORK FROM FIRE

PREVENTION COORDINATOR.

15. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE CONTRACT DRAWINGS

ARE ESSENTIALLY DIAGRAMMATIC AND, ALTHOUGH LOCATION OF THE

EQUIPMENT IS DRAWN TO SCALE, THE CONTRACTOR SHALL MAKE USE OF ALL

DATA IN ALL THE CONTRACT DOCUMENTS, TO ACCOMPLISH A COMPLETE,

OPERABLE AND MAINTAINABLE INSTALLATION.

16. ALL INSULATION AND COVERINGS INSTALL ON PIPING AND TUBING SHALL HAVE

A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO

EXCEED 50 WHEN TESTED IN ACCORDANCE WITH NFPA 255. (PER PARAGRAPH

1201.2.1.8 CMC 2019.

17. CONTRACTOR SHALL MEET OWNER'S CONSTRUCTION STANDARDS.

18. THE SYSTEM SHALL REMAIN OPERATIONAL EXCEPT FOR SCHEDULED

SHUT-DOWNS.

19. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND SCHEDULE WITH

FACILITY ENGINEER "OFF-HOURS" GENERAL SYSTEM SHUT-DOWN OF THE

UTILITIES.

20. ALL NEW PIPE AND EQUIPMENT SUPPORTS AND SEISMIC SHALL COMPLY WITH

OSHPD REQUIREMENTS AND ASCE/SEI 7.

21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONAL

INSTALLATION AND TO INTEGRATE THE NEW WORK TO EXISTING SITE

CONDITIONS.

22. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF PIPING, CONTROLS AND

PIPING SYSTEMS TO OWNER REPESENTATIVE FOR APPROVAL PRIOR TO

FABRICATION. CONTRACTOR SHALL PROVIDE EQUIPMENT SUBMITTALS OF ALL

HARDWARE TO BE INSTALLED ON THIS JOB PRIOR TO PURCHASE.

23. CONTRACTOR SHALL LABEL FINAL PIPING INSTALLATION SHOWING DIRECTION

OF FLOW ARROWS AND TYPE OF WATER (E.G. CONDENSER WATER SUPPLY,

AND RETURN, VENT, DRAIN, ETC).

24. CONTRACTOR SHALL PROVIDE ONE (1) HARD COPY AND ONE (1) SOFT COPY OF

EQUIPMENT SUBMITTALS OR SHOP DRAWINGS OF ALL EQUIPMENT SPECIFIED

IN THE MATERIAL LIST AND SCHEDULES ON DRAWINGS M0.2, TO OWNER

REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE.

25. CONTRACTOR SHALL PROVIDE ONE (1) HARD COPY AND ONE (1) SOFT COPY OF

OPERATION & MAINTENANCE MANUALS OF ALL EQUIPMENT SPECIFIED.

26. CONTRACTOR SHALL INSTALL NEW PIPING WITH SPOOL SECTIONS TO ALLOW

MAINTENANCE ACCESS TO NEW EQUIPMENT PER EQUIPMENT

MANUFACTURER'S REQUIREMENT AND ALL CODE CLEARANCES.

MECHANICAL PIPING LEGEND

SYMBOL DESCRIPTION

FUEL SYSTEM NOTES

1. REFER TO SPECIFICATIONS AND SHEETS M0.1, M2.1, and M3.1 FOR FUEL

SYSTEM REQUIREMENTS.

2. CONTRACTOR SHALL USE A SINGLE SUPPLIER AND SHALL PROVIDE ALL

COMPONENTS OF FUEL SYSTEM FOR A COMPLETE WORKING SYSTEM.

3. COORDINATE WITH ELECTRICAL SHEETS FOR ELECTRICAL REQUIREMENTS.

4. CONTRACTOR SHALL PAINT ALL NEW FUEL PIPING PER SPECIFICATIONS.

MECHANICAL GENERAL NOTES

1. ALL WELDING ON PROJECT SHALL BE PER ASME B31.1 STANDARDS.

2. CONTRACTOR SHALL PROVIDE PIPING LABELS WHICH SHOW DIRECTION OF

FLOW AND TYPE OF SERVICE. ALL NEW LINES SHALL BE LABELED PER

SPECIFICATIONS.

3. ALL UTILITIES SHUTDOWNS SHALL BE REQUESTED 72 HOURS IN ADVANCE FOR

APPROVAL.

4. ALL JOB SITE WORK HOURS SHALL BE COORDINATED WITH THE INSTITUTION.

5. ALL EQUIPMENT CONNECTIONS SHALL NOT HAVE A DIAMETER LESS THAN

THAT OF THE INLET CONNECTIONS TO THE EQUIPMENT AS PROVIDED BY THE

MANUFACTURER AND EACH EQUIPMENT SHALL BE CONNECTED TO THE PIPING

WITH MATERIALS AS APPROVED IN 2019 CPC.

MP MPRN RN

ADDITIVEADD

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

X

X X X X X X X

MECHANICAL

DEMOLITION

FLOOR PLAN

M1.1

MECHANICAL DEMOLITION FLOOR PLAN

SCALE:

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

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JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

(E) 8000 GALLON

MAIN STORAGE TANK 2

(E) 8000 GALLON

MAIN STORAGE TANK 1

(E) FUEL OIL

PUMP TO

BOILERS

DEMOLITION KEYNOTES:

DAY TANK TO BE REPLACED.

FUEL OIL POLISHING STATION TO BE REMOVED.

FUEL OIL PUMP TO BE REMOVED.

FUEL OIL HAND PUMP TO BE REMOVED.

EXISTING UNDERGROUND TANK TO BE DISCONNECTED.

EXISTING UNDERGROUND PIPING TO BE

DISCONNECTED AND CAPPED.

EXISTING FUEL OIL POLISHING TRANSFER ASSEMBLY

INCLUDING CIRCULATION PUMPS AND STRAINERS TO

BE REMOVED. PREPARE EXISTING TANK INLETS AND

OUTLETS FOR NEW PIPING.

GENERAL NOTES:

1. EXISTING UNDERGROUND FUEL TANK REMOVAL IS

UNDER SEPARATE PROJECT AT DSH. SEPARATE

PROJECT INCLUDES DRAINING AND REMOVAL PROCESS.

N

0 FEET8

1/8" = 1'-0"

4 16

MP MPRN RN

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

MECHANICAL NEW

WORK FLOOR PLAN

M2.1

MECHANICAL NEW WORK FLOOR PLAN

SCALE:

MP MP

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

(E) FUEL OIL

PUMP TO

BOILERS

NEW WORK KEYNOTES:

CONNECT 2" SUPPLY AND RETURN PIPING TO EXISTING

AND ROUTE TO NEW FUEL OIL PUMP SKID AND DAY TANK.

SUPPORT PIPING AS REQUIRED. ALL FUEL PIPING SHALL

BE SCH 80 SOCKET WELDED AND SHALL BE PRESSURE

TESTED PRIOR TO USE.

REFER TO SHEET M3.1 FOR TOP TANK CONNECTIONS.

FUEL OIL PUMP SKID. SEE M3.1 FLOW DIAGRAM AND 1/M3.2

FOR DETAILS.

SECURE PIPING WITH CLAMPS TO SUPPORTS. PIPING

SUPPORTS SHALL BE SPACED PER DETAIL 2/M3.2. ADD

SUPPORTS AND/OR INCREASE WIDTH OF SUPPORTS AS

REQUIRED BASED ON ACTUAL PIPING LAYOUT.

ADD ALTERNATE: FUEL OIL POLISHING STANDALONE

STATION. SEE 3/M3.2.

EXTEND DAYTANK 4" VENT UP THROUGH ROOF.

NEW FUEL OIL RETURN PUMP MOUNTED ON DAYTANK.

NEW DAY TANK. UL 142 DOUBLE WALL RECTANGULAR 500

GALLON FUEL STORAGE DAY TANK, INCLUDES

EXTERNAL POLYURETHANE COATING (WHITE), KINDORF

FOR CONTROLS MOUNTING, AND CONTAINMENT LIP.

REFER TO M3.1 FOR ADDITIONAL INFORMATION.

REPAIR ALL WALL SURFACES DISTURBED BY NEW

CONSTRUCTION SO THAT WALL IS MADE WEATHERTIGHT.

PROVIDE NEW PAINT SURFACE AT INTERIOR WALL

SURFACES DISTURBED BY NEW CONSTRUCTION.

ROOF PIPE SUPPORTS. SEE DETAIL ON 1/M3.3 AND 2/M3.3.

(N) DAY TANK

2" FUEL

OIL PIPING

(INSIDE)

(E) 8000 GALLON

MAIN STORAGE TANK 2

(E) 8000 GALLON

MAIN STORAGE TANK 1

FUEL SYSTEM NOTES:

1. CONTRACTOR SHALL INSTALL ALL PIPING, FUEL

EQUIPMENT, ALL ELECTRICAL WIRING AND CONTROLS

WIRING ON DAY TANK, FUEL FILTRATION AND FUEL

SYSTEM CONTROL PANEL FOR A COMPLETE WORKING

SYSTEM AND SHALL CONNECT TO EXISTING WIRING FOR

MAIN TANK.

2. EXISTING ABOVE GROUND STORAGE TANKS SHALL BE

PER NFPA 30 (NATIONAL FIRE PROTECTION

ASSOCIATION). TANK SHALL HAVE DOUBLE WALL

CONTAINMENT AND SHALL BE BUILT PER UL142 WITH

UL508 COMPLIANT DAY TANK CONTROLS AND

REQUIREMENTS PER 2019 IFC (INTERNATIONAL FIRE

CODE).

3. FINAL NUMBER AND TYPES OF TOP CONNECTIONS ON

DAYY TANK SHALL BE COORDINATED WITH TANKA ND

CONTROLS MANUFACTURER. NUMBER AND TYPES OF

TOP CONNECTIONS SHOWN ON THIS DRAWING ARE FOR

REFERENCE.

4. SIGNAGE AND MARKINGS SHALL BE INSTALLED PER

NFPA 704.

5. FUEL SYSTEM AND TANKS SHALL BE CONNECTED TO

MASTER CONTROLLER.

6. CONTRACTOR SHALL ROUTE PIPING TO AND FROM DAY

TANK TO GENERATOR PER MANUFACTURER'S

REQUIREMENTS.

7. SEE SHEET M3.2 FUEL OIL SYSTEM FLOW DIAGRAMS AND

SPECIFICATIONS FOR ADDITIONAL COMPONENTS NOT

SHOWN ON THIS SHEET.

8. ALL PIPING IS TO BE SOCKET WELDED AND SHALLBE

PRESSURE TESTED PRIOR TO START UP.

9. FUEL SYSTEM PUMPS AND STORES DIESEL FUEL.

10. FINAL INSTALLATION OF DAY TANK, FUEL PIPING AND ALL

OTHER COMPONENTS SHALL BE IN ACCORDANCE WITH

AN APPROVED PIPING FLOW DIAGRAM AND CONNECTION

DETAILS PROVIDED BY CONTRACTOR'S FUEL DESIGNER

AND APPROVED BY MECHANICAL ENGINEER OF RECORD

(MEOR).

11. ADD ALTERNATE: PROVIDE SEPARATE LINE ITEMS IN THE

BID FOR ADDITIONAL ALTERNATE SCOPE IDENTIFIED IN

KEYNOTES.

2" FUEL

OIL PIPING

(INSIDE)

2" FUEL OIL

PIPING ON ROOF.

(TYP)

42" FUEL OIL

PIPING ON ROOF.

N

0 FEET8

1/8" = 1'-0"

4 16

(TYP)

RN RN

1 10/31/22 SFM COMMENTS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

FUEL OIL PIPING

FLOW DIAGRAM

M3.1

FUEL OIL PIPING FLOW DIAGRAM

SCALE: NOT TO SCALE

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

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100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

(N) DAY TANK 1

(E) 8000 GALLON

MAIN STORAGE TANK 2

(E) 8000 GALLON

MAIN STORAGE TANK 1

DUPLEX PUMP SKID

ANTI-SIPHON

VALVE BALL

VALVE

4" E-VENT

4" E-VENT

(SECONDARY)

2" STICK PORT

2" VENT

2" CLOCK GAUGE

RETURN PUMP SENSOR

SUPPLY LEVEL SENSOR

TO GENERATOR

COMPOUND GAUGE

BALL VALVE

COMPOUND GAUGE

DUPLEX STRAINER

PRESSURE GAUGE

COMPOUND GAUGE

BALL VALVE

3" TANK FILL

2" VENT

E-VENT

E-VENT

CMFTS MT ASV VALVE ASSEMBLY

(SEE 5/M3.2)

MAIN TANK OVERFILL SENSOR

TANK LEAK

SENSOR

TANK LEVEL

PROBE

CMFTS MT RVA

VALVE ASSEMBLY

LEAK SENSOR

GENERAL NOTES:

1. ALL CONNECTIONS ARE NOT SHOWN HERE. REFER TO

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL

REQUIREMENTS. FINAL TANK CONNECTIONS SHALL BE

DETERMINED BY MANUFACTURER BASED UPON

SPECIFICATIONS AND CONTROL REQUIREMENTS.

COOLING FLOW SEQUENCE

1. WHEN DAY TANK TEMPERATURE REACHES 120°F,

THE RETURN PUMP WILL TURN ON WHICH WILL

INITIATE SEQUENCE FOR MAIN TANK PUMP TO TURN

ON AND SUPPLY FUEL FROM THE MAIN TANK TO THE

DAY TANK. THIS SUPPLY AND RETURN LOOP WILL

CONTINUE UNTIL THE TEMPERATURE OF THE FUEL

IN THE DAY TANK LOWERS TO 80°F.

2. NOTE: THESE TEMPERATURES ARE BASED ON THE

MAX TEMPERATURE OF 150°F ALLOWED FOR THE

GENERATOR INJECTORS. FURTHER ANALYSIS IS

REQUIRED BY INSTALLING CONTRACTOR PRIOR TO

FINAL PROGRAMMING OF SEQUENCE.M3.1

95% 90%

LS

95%

3" TANK FILL

2" VENT

E-VENT

E-VENT

CMFTS MT ASV VALVE ASSEMBLY

(SEE 5/M3.2)

MAIN TANK OVERFILL SENSOR

TANK LEAK

SENSOR

TANK LEVEL

PROBE

CMFTS MT RVA

VALVE ASSEMBLY

95% 90%

LS

95%

LK-2A

LP-2

LK-2A

LP-2

90% 80%

70%

60% 50%

LS-1A

LK-1D

CMFTS CV-HL 3/4"

VALVE ASSEMBLY

(SEE 5/M3.2)

RETURN PUMP

CMFTS-DT-RP-PD (ALL)

LEAK SENSOR,

LK-1E

FDP-1A

FDP-1B

BALL

VALVE

FUEL OIL POLISHING STATION

ADD. ALTERNATE

SEE 3/M3.2

PRESSURE SAFETY RELIEF PIPING

DAY TANK/MAIN TANK

FUEL OIL CONTROL & POWER

DISTRIBUTION SYSTEM

MP MPRN RN

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

MECHANICAL

DETAILS

M3.2

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

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100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

FUEL OIL PUMP SKID SECTION

SCALE: NOT TO SCALE M3.2

STRAP

1/8"x1"

RESTRAINING

C-CLAMP

LOCK NUT

LOCK NUT

U-BOLT

CLEVIS

STEEL

EYE BOLT

STEEL OFFSET

WALL BRACKET

U-BOLT

U-BOLT

I-BEAM CLAMPS

STEEL STRAP

TURNBUCKLE

WALL BRACKET

WELDED STEEL

(TYP)

CINCH ANCHOR,

U-BOLTS

CINCH ANCHORS

ADJUSTABLE

PIPE STAND

PIPING SUPPORT DETAIL

2-1/2"

FT.SPACING

ALLOWABLE

PIPE SIZE

MAX

1"

FT.FT.FT.

1-1/4" 1-1/2"

2"

1/2" DIA.

3/8" DIA

ROD SIZE

HANGER ROD SCHEDULE

2-1/2" THRU 3"

UP TO 2"

PIPE SIZE

FT.FT.

11 12

3"

HANGER ROD

SEE BELOW FOR

SIZE AND SPACING

(TYP.)

ADJUSTABLE

CLEVIS HANGER

(TYP.)

U-BOLT

DOUBLE UNISTRUT P-1001

8 FOOT SPAN

THREADED ROD

(TYPICAL)

STEEL ANGLE

NUT WITH WASHER

(TYPICAL).

DOUBLE UNISTRUT P-1001

8 FOOT SPAN

SPRING NUTS

HANGER ROD SPACING SCHEDULE

M3.2

SCALE: NOT TO SCALE

FUEL OIL POLISHING STATION DETAIL

SCALE: NOT TO SCALE M3.2

THRU ROOF PENETRATION DETAIL

MINIMUM 12" ABOVE ROOF

NORMALLY.

ANCHOR PIPE TO ROOF DECK WITH

U-BOLT AROUND PIPE AND ANGLE

IRON WELDED OR SCREWED TO

ROOF DECK OR JOIST.

FLASHING AND

COUNTERFLASHING.

ADDITIONAL ALTERNATE

DAYTANK RELIEF VENT

VALVE ASSEMBLY DETAILS

M3.2

SCALE: NOT TO SCALEM3.2

CMFTS MT RVA

VALVE ASSEMBLY

CMFTS CV-HL

VALVE ASSEMBLY

CMFTS MT ASV

VALVE ASSEMBLY

BALL VALVE

GAUGE

FLOW SWITCH

STRAINER

UNION

SOLENOID VALVE 120VAC

(NORMALLY OPEN)

VISI FLOW

UNION

UNION

VISI FLOW

SOLENOID VALVE 120VAC

(NORMALLY CLOSED)

UNION

STRAINER

FLOW

SWITCH GAUGE

BALL VALVE

BALL VALVE

GAUGE

FLOW SWITCH

STRAINER

UNION

SOLENOID VALVE 120VAC

(NORMALLY CLOSED)

EMERGENCY

BYPASS

HIGH LEVEL SOLENOID

(NORMALLY CLOSED)

VISUAL FLOW INDICATOR

(VISI FLOW)

FLOW RESTRICTORUNION

MP MPRN RN

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

MECHANICAL

DETAILS

M3.3

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

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A D

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JCCA

100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

FIXED ROLLER SUPPORT DETAIL

ADJUSTABLE-HEIGHT ROLLER SUPPORT DETAIL

MP MPRN RN

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

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 ELECTRICAL AND LAYOUT FOR ALL

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

DRAWINGS.

ABBREVIATIONS ELECTRICAL SYMBOL LIST

SWITCHBOARD 208/120V, 3Ø, 4W

PANELBOARD 208D/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'

UNFUSED DISCONNECT SIZED AS INDICATED ON DWGS.

CONTRACTOR TO CONFIRM FUSE SIZING BASED ON

EQUIPMENT MANUFACTURER RECOMMENDAITON

JUNCTION BOX

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

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

STANDARDS.

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

OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY

ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH

ADMINISTRATION.

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

BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS

TO THE FARTHER CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5

PERCENT.

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

SHALL BE ROUTED TO SUIT ACTUAL FIELD CONDITIONS, EXCEPT WHERE

LOCATIONS ARE EXPLICITLY DIMENSIONED ON THE DRAWINGS.

5. THE ELECTRICAL CONSTRUCTION DRAWINGS PROVIDED HEREIN ARE

DIAGRAMMATIC AND SYMBOLIC IN REPRESENTATION. LOCATIONS DEPICTED

ON THE DRAWINGS FOR ELECTRICAL EQUIPMENT/DEVICES (MOTORS,

STARTERS, DISCONNECT SWITCHES, RECEPTACLES, JUNCTION/OUTLET BOXES,

CONTROL SWITCHES, EQUIPMENT RACKS, SMALL TRANSFORMERS, ETC.) ARE

ONLY APPROXIMATE. FURTHERMORE, THE EQUIPMENT/DEVICE DEPICTIONS

ARE GENERALLY SYMBOLIC AND NOT DRAWN TO SCALE.

6. IN EVENT OF CONFLICT OR DISCREPANCY BETWEEN DRAWINGS,

SPECIFICATIONS, CONTRACT DOCUMENTS, SPECIFICATIONS, DRAWINGS AND

SITE CONDITIONS, THE CONTRACTOR SHALL PROVIDE THE MORE STRINGENT

OF THE DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS FOR THE

CONSTRUCTIONS AND BIDDING PURPOSES.

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

EXISTING ELECTRICAL SYSTEMS ARE NOT SHOWN EXCEPT WHERE

INTERFACING IS REQUIRED.

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

THE EXTERIOR OF ANY STRUCTURE SHALL BE WEATHERPROOF (NEMA 3R

MINIMUM) & ALSO PAINTED TO MATCH THE EXISTING BUILDING/STRUCTURE.

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

PATCHED, OR REPAINTED TO MATCH EXISTING CONDITIONS, PAINTED

SURFACE SHALL BE PAINTED FROM BREAK TO BREAK. IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO PATCH & REPAIR ALL DAMAGE TO EXISTING

SURFACES AND FINISHES. FURTHERMORE, THE AFFECTED AREA(S) OF WORK

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

PRIOR TO THE COMMENCEMENT OF WORK.

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

EXISTING WALLS AS REQUIRED. PATCH AND PAINT TO MATCH EXISTING

SURFACE.

11. UPDATE ALL POWER PANEL DIRECTORIES AND ELECTRICAL OUTLET

IDENTIFICATION LABELS (KROYTAPE) TO REFLECT NEW CONSTRUCTION.

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

13. CONDUITS PENETRATING FIRE RATED AREAS SHALL BE SEALED, INSTALLED ON

OUTSIDE OF CONDUIT, WITH APPROVED FIRE STOP MATERIAL TO MAINTAIN THE

SAME FIRE RATING AS ORIGINAL.

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

ELECTRICAL SYSTEMS ARE NOT SHOWN EXCEPT WHERE INTERFACING IS

REQUIRED.

15. MAINTAIN CONTINUITY OF ALL EXISTING CIRCUITS OR PORTIONS THEREOF

AFFECTED BY NEW WORK.

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

PROJECT. COORDINATE WITH OWNER REPRESENTATIVE FOR EXACT LOCATION

OF ALL EQUIPMENT.

17. SEISMIC ANCHORAGE OF ALL NEW AND EXISTING PIPING, CONDUIT,

DUCTWORK, EQUIPMENT, PANELS, ETC. SHALL BE BY FOLLOWING THE

MANUFACTURERS SPECIFICATIONS IN ACCORDANCE WITH THE 2019 CBC AND

THE LATEST ISSUE OF "ENGINEERED SEISMIC BRACING OF SUSPENDED

UTILITIES" AS PUBLISHED BY THE INTERNATIONAL SEISMIC APPLICATION

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

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

18. CONDUIT FITTINGS FOR USE IN EMT RUNS SHALL BE GALVANIZED STEEL

CONNECTORS AND COUPLINGS SHALL BE WATERTIGHT TYPE.

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

20. ALL CONDUITS SHALL BE PROVIDED AN EQUIPMENT GROUNDING CONDUCTOR

SIZED PER CEC 250.

21. ALL NEW (ADDITIONAL) METALLIC STRUCTURES AND EQUIPMENT FABRICATED

WITH METALLIC MATERIALS SUCH AS GENERATORS, MOTOR FRAME,

ENCLOSURES, ETC, PANELS, RACEWAY SHALL BE PERMANENTLY &

EFFECTIVELY GROUNDED, WHETHER SHOWN ON DRAWING OR NOT. GROUND

CABLE SHALL BE CONNECTED TO COLD WATER PIPE PER CEC 250.52(A)(1), TO

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

PER CEC 250.52(A)(5).

22. OWNER RESERVES THE RIGHT TO REQUIRE MINOR CHANGES IN LOCATION OF

OUTLETS OR EQUIPMENT PRIOR TO ROUGHING-IN WITHOUT INCURRING ANY

ADDITIONAL COST OR CHARGES.

23. DURING CONSTRUCTION, DO NOT INTERRUPT OR IMPEDE OPERATION AND

WORK IN ADJACENT AREAS.

24. UPON COMPLETION OF ALL WORK, THOROUGHLY CLEAN ALL EQUIPMENT AND

DUCTS FROM INSIDE AND OUTSIDE OF EQUIPMENT. REMOVE ALL TRACES OF

SOIL, DUST, LABELS, GREASE, OIL, AND FOREIGN MATERIALS. CLEANUP AND

REMOVE FROM THE PREMISES ALL DEBRIS AND SURPLUS MATERIAL CAUSED

BY THIS WORK.

25. WHERE THERE IS A CONFLICT BETWEEN THE DRAWINGS & ANY RELEVANT

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

A QUALITY LEVEL SUPERIOR TO THAT SPECIFIED BY THE CODES.

26. THE WORD "PROVIDE" MEANS THAT THE CONTRACTOR SHALL FURNISH,

INSTALL, ADJUST, TEST, AND INTEGRATE INTO A COMPLETE SYSTEM THE ITEM

INDICATED INCLUDING ALL HARDWARE, WIRING AND MISCELLANEOUS ITEMS

AS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM.

GENERAL NOTES

15A, 125V DUPLEX RECEPTACLE (NEMA 5-15R)

SUBSCRIPTS DENOTE THE FOLLOWING:

"WP" - WEATHERPROOFED

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

FUEL OIL TRANSFER

PIPING AT BUILDING

DSH

Client Agency

10/28/2022

DEPARTMENT OF STATE HOSPITALS

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

F

IL

E L \2

-6

F u e l O il T ra n s fe r P ip in g D

S H

-A \C

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100% CONSTRUCTION DOCUMENTS 10/28/22 - V2

ELECTRICAL COVER

SHEET

E0.1

DISTANCE

DENOTES EXISTING

CIRCUIT BREAKER

EACH

COPPER

GROUND

MINIMUM

AMPERE

CIRCUIT

LOW VOLTAGE

AMPERE

INTERRUPTING

CAPACITY

ABOVE FINISHED

FLOOR

NOT TO SCALE

WEATHER PROOFWP

SWITCHBOARDSWBD

TYP. TYPICAL

UG UNDERGROUND

SWITCHSW

PULL BOXPB

SLD SINGLE LINE DIAGRAM

POLEP

PANELBOARDPNL

(R) RELOCATED

SUB SUBSTATION

NEW(N)

TIME DELAY

UNLESS

OTHERWISE

NOTED

UON

TRANSFORMERXFMR,

TRANSF.

VD VOLTAGE DROP

TD

DEMOLITION

D

(E)

CB

EA

CU

GND, G

MIN

A

CKT

LV

AIC

AFF

NTS

(D)

DRDR SA SA

ADDITIVEADD

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/22

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

ELECTRICAL

DEMOLITION FLOOR

PLAN

E1.1

N

DEMOLITION KEYNOTES:

ELECTRICAL DEMOLITION FLOOR PLAN

SCALE:

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 #: 22791-6

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, ATASCADERO

DEPARTMENT OF

STATE…