CSUB_Nurse_Sim_Lab_Drawings.pdf

PDF 46 MB Posted Apr 19, 2024

Attached to: CSU, Bakersfield Nursing Sim Lab Tenant Improvement Project
Solicitation number: 0000031098
Issued by: Kern County, Bakersfield City, Kernville CDP, California

About this file

Written by GovTribe AI · May 16, 2024

This document is related to a state and local contract opportunity issued by the California State University, Bakersfield (CSUB) for the CSU, Bakersfield Nursing Sim Lab Tenant Improvement Project. The project consists of tenant improvements to a portion of the 4th floor of the Science I building to create a new Nursing Sim Lab. The scope of work includes removal of existing non-load bearing partitions, addition of new non-load bearing partitions, HVAC remodel, lighting upgrades, fire alarm modifications, and the addition of a 1-hour rated exit access corridor. The project has an estimated construction cost of $853,000 and a completion timeline of 120 calendar days from the construction start date. A mandatory pre-bid walkthrough is scheduled for May 7, 2024, and sealed bid proposals will be received until June 5, 2024. Bidders must be prequalified with the California State University and registered with the California Department of Industrial Relations to bid on public works projects.

The bid package requires bidders to provide detailed project examples demonstrating their successful completion of at least three similar projects valued at $1 million or more, with one project completed within the last 3 years and one for a higher education campus. The contract includes a requirement for a minimum of 3% Disabled Veteran Business Enterprise (DVBE) participation, with a corresponding bid incentive based on the level of DVBE participation proposed. Liquidated damages of $500 per day will be assessed for delays beyond the prescribed completion timeline.

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File	Type	Posted
Nursing_Sim_Lab_Division_1_Combined.pdf	PDF	Apr 19, 2024
Notice_To_Contractors.pdf	PDF	Apr 19, 2024
Site_Map_of_Job_Walk_Location.pdf	PDF	Apr 19, 2024

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GENERAL INFORMATION

ARCHITECTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

G-001

G-002

G-003

A-110

A-111

A-121

A-131

A-231

A-232

A-501

A-502

A-601

A-701

A-702

A-703

A-704

P-121

M-110

M-121

M-141

EG-001

EG-002

EG-003

E-110

E-111

E-121

E-131

E-141

E-220

E-221

E-321

E-322

E-421

E-521

E-522

E-523

E-524

TG-001

T-111

T-121

GENERAL INFORMATION

CODE ANALYSIS/EGRESS PLAN (4TH FLOOR)

PATH OF TRAVEL AND EXISTING RESTROOM FLOOR PLAN

DEMOLITION FLOOR PLAN

DEMOLITION REFLECTED CEILING PLAN

FLOOR PLAN

REFLECTED CEILING PLAN

INTERIOR ELEVATIONS

DETAILS

FINISH, DOOR & WINDOW SCHEDULES

SPECIFICATIONS

PLUMBING FLOOR PLAN (4TH FLOOR)

MECHANICAL DEMOLITION PLAN (4TH FLOOR)

MECHANICAL FLOOR PLAN (4TH FLOOR)

PARTIAL MECHANICAL ROOF PLAN

ELEC. CODES, NOTES, SYMBOLS AND FIXTURE SCHEDULE

INDOOR LIGHTING COMPLIANCE

POWER COMPLIANCE

DEMOLITION LIGHTING PLAN

DEMOLITION POWER PLAN

NEW LIGHTING PLAN

NEW POWER PLAN

FIRE ALARM PLANS

FIRE ALARM SYSTEM EQUIPMENT SPECIFICATIONS, CODES AND NOTES

FIRE ALARM SYSTEM RISER DIAGRAM

ONE LINE DIAGRAM

DETAILS

PANEL SCHEDULES

SPECIFICATIONS

SIGNALS CODES, NOTES, SYMBOLS SCHEDULE AND DETAILS

DEMOLITION SIGNALS PLAN

NEW SIGNALS PLAN

BRIMHALL RD

WESTSIDE PKWY

STOCKDALE HWY

TRUXTUN AVE.

CALIFORNIA

STATE

UNIVERSITY,

BAKERSFIELD

MING AVENUE

CALIFORNIA AVE.

STOCKDALE HWY

MING AVENUE

CAMINO MEDIA

RUNNER

PARK

F H

C D

CAMINO MEDIA

STOCKDALE HWY

AYSO SOCCER FIELDS

b cd

STUDENT WAY

ALUMNI

PARK

SOUTHWEST BAKERSFIELD

LITTLE LEAGUE

KROLL WAY

79 138

3:1

DON HART DRIVE

BOUNDARY LINE

Pool

7 8 9

39a

43 65

48 60 31a 67

14 12

33a 33b 33c

STUDENT WAY

FDC

BASEBALL FIELD

STUDENT WAY STUDENT WAY

EXTERIOR ATRIUM

(E) ACCESSIBLE

PARKING

(E) ACCESSIBLE

RAMP

54a

# BUILDING NAME

44 BUSINESS DEVELOPMENT CENTER

54a RESIDENCE HALLS

62 AMPHITHEATRE

57 HUMANITIES COMPLEX

82 VISUAL ARTS

1 CLASSROOM BUILDING

2 FINE ARTS

39 DORÉ THEATRE

39a MUSIC BUILDING

43 WALTER STIERN LIBRARY

65 COMPUTING/TELECOM CENTER

54a STUDENT HOUSING NORTHEAST

7 UNIVERSITY ADVANCEMENT

23 KEGLEY CENTER

24 » LORIEN

25 » ENTWOOD

26 » DOBRY

27 » RIVENDELL

28 » NUMENOR

29 » ROHAN

3 LECTURE BUILDING

4 PERFORMING ARTS

5 ADMINISTRATION EAST

8 ADMINISTRATION WEST

9 ADMINISTRATION

10 STUDENT SERVICES

11 PLANT OPERATIONS

11 PRINT SHOP

31 ROMBERG NURSING CENTER

34 EDUCATION

68 COFFEE HOUSE

30 SCIENCE I

32 DOROTHY DONAHOE HALL

36 SCIENCE II

38 RUNNER CAFE

53 RUNNER BOOKSTORE

53 STUDENT UNION/BOOKSTORE

63b MODULAR EAST I 63c MODULAR EAST II 63d MODULAR EAST III

66 GREENHOUSE

13 MODULAR WEST

14 CHILD CARE

56 SATELLITE PLANT

12 SHOWER-LOCKER

44a » ADMINISTRATIVE & FACULTY OFFICES 44b » CLASSROOMS 44c » EXTENDED UNIVERSITY 44d » DEZEMBER LEADERSHIP DEVELOPMENT CENTER 44e » OFFICE OF THE PRESIDENT

83 ENGINEERING MODULARS

31a NURSING CLINICAL SIMULATION CENTER 31a TESTING CENTER/EMERGENCY OPERATION CENTER

33 PHYSICAL EDUCATION

48 SCIENCE III

60 UNIVERSITY POLICE

33a P.E. MODULAR A 33b P.E. MODULAR B 33c P.E. MODULAR C

45 JOHN S. HILLMAN AQUATIC CENTER

61 J. ANTONINO SPORTS CENTER

67 STUDENT RECREATION CENTER

35 STUDENT HEALTH SERVICES

52 ICARDO CENTER

42 ENVIRONMENTAL STUDIES AREA

58 WELL CORE REPOSITORY

37 FACILITIES/CORPORATION YARD

41 OUTDOOR P.E. STORAGE

# BUILDING NAME

44 BUSINESS DEVELOPMENT CENTER

54a RESIDENCE HALLS

62 AMPHITHEATRE

57 HUMANITIES COMPLEX

82 VISUAL ARTS

1 CLASSROOM BUILDING

2 FINE ARTS

39 DORÉ THEATRE

39a MUSIC BUILDING

43 WALTER STIERN LIBRARY

65 COMPUTING/TELECOM CENTER

54a STUDENT HOUSING NORTHEAST

7 UNIVERSITY ADVANCEMENT

23 KEGLEY CENTER

24 » LORIEN

25 » ENTWOOD

26 » DOBRY

27 » RIVENDELL

28 » NUMENOR

29 » ROHAN

3 LECTURE BUILDING

4 PERFORMING ARTS

5 ADMINISTRATION EAST

8 ADMINISTRATION WEST

9 ADMINISTRATION

10 STUDENT SERVICES

11 PLANT OPERATIONS

11 PRINT SHOP

31 ROMBERG NURSING CENTER

34 EDUCATION

68 COFFEE HOUSE

30 SCIENCE I

32 DOROTHY DONAHOE HALL

36 SCIENCE II

38 RUNNER CAFE

53 RUNNER BOOKSTORE

53 STUDENT UNION/BOOKSTORE

63b MODULAR EAST I 63c MODULAR EAST II 63d MODULAR EAST III

66 GREENHOUSE

13 MODULAR WEST

14 CHILD CARE

56 SATELLITE PLANT

12 SHOWER-LOCKER

44a » ADMINISTRATIVE & FACULTY OFFICES 44b » CLASSROOMS 44c » EXTENDED UNIVERSITY 44d » DEZEMBER LEADERSHIP DEVELOPMENT CENTER 44e » OFFICE OF THE PRESIDENT

83 ENGINEERING MODULARS

31a NURSING CLINICAL SIMULATION CENTER 31a TESTING CENTER/EMERGENCY OPERATION CENTER

33 PHYSICAL EDUCATION

48 SCIENCE III

60 UNIVERSITY POLICE

33a P.E. MODULAR A 33b P.E. MODULAR B 33c P.E. MODULAR C

45 JOHN S. HILLMAN AQUATIC CENTER

61 J. ANTONINO SPORTS CENTER

67 STUDENT RECREATION CENTER

35 STUDENT HEALTH SERVICES

52 ICARDO CENTER

42 ENVIRONMENTAL STUDIES AREA

58 WELL CORE REPOSITORY

37 FACILITIES/CORPORATION YARD

41 OUTDOOR P.E. STORAGE

1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION

THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET.

2. FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE

APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT

APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL

REQUIREMENTS FOR ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE

CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN

THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS

INCORPORTRATED INTO THESE CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED

ON VALUATION THRESHOLD LIMITATIONS OR A FIND OF UNREASONABLE HARDSHIP ARE SO

INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS

CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS

PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES

AND 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED

AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY

LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER

HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP

AND TURN OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN

EGRESS DIRECTION. THE MAXIMUM FORCE TO OPERATE DOOR AND GATE HARDWARE SHALL

NOT EXCEED 5 POUNDS.

2. MAXIMUM EFFORT TO OPEN A DOOR SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS

AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT

RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING

DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO

MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT

TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS.

3. CONSTRUCTION: THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL

HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE

NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH

SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR

FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR

POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A

PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT.

5. IN ADDITION TO ALL LOCAL CODES, ACCESSIBILITY REQUIREMENTS SHALL COMPLY WITH THE

CALIFORNIA BUILDING CODE, TITLE 24, AS WELL AS FEDERAL A.D.A., (AMERICANS WITH

DISABILITIES ACT).

6. DOOR CLOSERS AND GATE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION

OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES

FROM THE LATCH IS 5 SECONDS MINIMUM.

9001 STOCKDALE HIGHWAY BAKERSFIELD CA 93311

NURSING SIM LAB - CSUB PN: PR1428

GOVMOTUS #23-S-3442-C-DR

CALIFORNIA STATE UNIVERSITY BAKERSFIELD

FOR:

1. ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT THE USE

OF A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR

LATCHING DEVICE EXCEPT PANIC HARDWARE PERMITTED.

2. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED.

3. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS.

4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS.

5. CONDUCT 90 MINUTE TEST FOR EMERGENCY LIGHTS.

SHEETS IN SET 40

ELECTRICAL

Rose Sing Eastham and Associates 131 S. Dunworth St.

Visalia, California 93292 phone: (559) 733-2671 x101 Steve Eastham

ARCHITECT

Ordiz Melby Architects, Inc.

5500 Ming Avenue, Suite 280 Bakersfield, CA 93309 Phone: (661) 832-5258 Fax: (661) 832-4219 Jeannie Bertolaccini

MECHANICAL

Baskin Mechanical Engineers, Inc.

5500 Ming Ave., Suite 251 Bakersfield, CA 93309 Phone: (661) 397-2114 Fax: (661) 397-2116 Mark Baskin

FIRE PROTECTION

SHEET INDEXPROJECT DIRECTORYGENERAL NOTES

ACCESSIBILITY STANDARDS

PROJECT INFORMATION

VICINITY MAP

CODE REQUIREMENTS

EXIT REQUIREMENTS

OWNERS REP

CALIFORNIA STATE UNIVERSITY BAKERSFIELD

Mail Stop: Corp 5 FM 9001 Stockdale Hwy, Bakersfield, CA, 93311 Linda Welliver Phone: (661) 654-2216

1. THE DRAWINGS, IDEAS AND DESIGNS REPRESENTED HEREIN ARE THE PROPERTY OF THE

ARCHITECT.

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL DESCRIPTION

OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. SOME

CONDITIONS, WHICH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION OF THIS TYPE

AND/OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES, MAY NOT BE

SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY DETAILED

SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE

APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS.

3. NOTHING IN THE PLANS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT

CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE OR

REGULATION.

4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED.

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

DIMENSIONS AND ORIENTATION ON PLAN WITH THE ARCHITECT.

5. ALL PARTITIONS ARE DIMENSIONED TO CENTERLINE UNLESS OTHERWISE NOTED.

6. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT, UNLESS

OTHERWISE NOTED (+).

7. DO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL

DIMENSIONS.

8. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE

"AFF", ABOVE FINISH FLOOR.

9. ALL WORK SHALL BE SCHDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE

DAMAGE TO ADJACENT PROPERTIES.

10. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY

BOTH THE CITY PLANNING DEPARTMENT AND BUILDING INSPECTION DEPARTMENT, AS WELL

AS THE ARCHITECT AND THE OWNER.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT

DOCUMENTS, FIELD CONDITIONS AND DIMENSIONSFOR ACCURACY AND CONFIRMING THAT

WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE

ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE

ARCHITECT BEFORE PROCCEEDING WITH WORK OR RELATED WORK IN QUESTION.

12. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE LAYOUT AND

EXACT LOCATION OF ALL PARTITIONS, DOORS, PLUMBING, MECHANICAL, ELECTRICAL AND

FIRE PROTECTION EQUIPMENT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

13. THE GENERAL CONTRACTOR SHALL FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE

DIMENSIONS, U.N.O.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE PROJECT AND

SHALL BE RESPONSIBLE FOR DISIPLINE OF ALL WORKERS ON THE PROJECT.

15. ALL DECORATIVE MATERIALS AND TRIM SHALL COMPLY WITH CALIFORNIA BUILDING CODE, SECTION 806.1

16. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE

SEALED TO LIMIT INFILTRATION AND EXFILTRATION PER CEC 110.7

SCOPE OF WORK

CAMPUS MAP

CAMPUS BUILDING LEGEND

THIS PROJECT CONSISTS OF A TENANT IMPROVEMENT FOR A NEW NURSING SIMULATION LAB.

SCOPE INCLUDES:

REMOVAL OF EXISTING NON-LOAD BEARING PARTITIONS, ADDITION OF NON-LOAD BEARING

PARTITIONS, HVAC REMODEL, LIGHTING UPGRADES, FIRE ALARM MODIFICATION, & ADDITION

OF 1-HOUR RATED EXIT ACCESS CORRIDOR "TUNNEL"

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS WILL BE REQUIRED FOR:

THE SUSPENDED CEILING SYSTEM (I.E. COMPRESSION STRUT AND CABLES) PER ASCE 7-16 AND

CHAPTER 17 OF CBC.

POST INSTALLED CONCRETE ANCHORS PER SECTION 4.4 OF ICC ESR 3027 AND CHAPTER 17 OF

CBC.

CALIFORNIA STATE UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY, BAKERSFIELD, CA 93311

NTS

ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

2022 TITLE 24 CCR, PART 1 - BUILDING STANDARDS ADMINISTRATIVE CODE

2022 TITLE 24 CCR, PART 2 - CALIFORNIA BUILDING CODE, VOL. 1 & 2

(CBC) (2021 IBC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 3 - CALIFORNIA ELECTRICAL CODE

(CEC) (2020 NEC (NFPA), AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 4 - CALIFORNIA MECHANICAL CODE

(CMC) (2021 IAPMO UMC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 5 - CALIFORNIA PLUMBING CODE

(CPC) (2021 IAPMO UPC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 6 - CALIFORNIA ENERGY CODE

2022 TITLE 24 CCR, PART 8 - CALIFORNIA HISTORICAL BUILDING CODE

2022 TITLE 24 CCR, PART 9 - CALIFORNIA FIRE CODE

(CFC) (2021 IFC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 10 - CALIFORNIA EXISTING BUILDING CODE

(IEBC) (2021 INTERNATIONAL EXISTING BUILDING CODE, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 11 - GREEN BUILDING STANDARDS CODE

(CALGREEN CODE)

2022 TITLE 24 CCR, PART 12 - CALIFORNIA REFERENCED STANDARDS

NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT WITH

THE REQUIREMENTS OF ANY CODE, LAW, ORDINANCE, OR REGULATION

1. Occupancy classification and use Group B (Existing)

2. Building construction type Type III-A (Existing)

3. Building measurement to the highest occupied floor.

52'-0"

4. Area of project in Square Feet 1,580 SF (4th Floor)

5. Separated or Non separated Use Non-Separated

6. Allowable area per CBC. (Existing) 28,500 SF per story; 85,500 SF total building Existing Floor Area 4th Floor - 5,133 SF 3rd Floor - 5,133 SF 2nd Floor - 12,777 SF 1st Floor - 15,346 SF Total - 38,389 SF

7. Area Increase – Yes/No. Side Yards - Yes/No No

8. Height Increase – Yes/No. Side Yards - Yes/No No

9. Fire Sprinklers No

10. Fire Alarm - Type Yes, Full

11. Other Fire Protection System(s) - Type No

12. Smoke Control System No

13. Occupant load for entire building and each floor 4th Floor - 79 occupants 3rd Floor - 164 occupants 2nd Floor - 143 occupants 1st Floor - 257 occupants Total - 643 occupants

14. Year building was constructed

14B. Original Code of Construction - UBC 1967

15. In a High Fire Hazard Severity Zone No

16. Seismic Joints provided and location

17. Emergency Responder Radio Coverage None

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

G-001

GENERAL

INFORMATION

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

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F.E.

WAITING

408A

A: 183 SF

LAB

OBSERVATION

ROOM

408B

A: 67 SF

LAB

OBSERVATION

ROOM

408C

A: 68 SF

LAB

OBSERVATION

ROOM

408D

A: 70 SF

EXAM SIMULATION LAB

408E

A: 98 SF

EXAM SIMULATION LAB

408F

A: 103 SF

EXAM SIMULATION LAB

408G

A: 105 SF

CONFERENCE

408H

A: 147 SF

STORAGE

408I

A: 43 SF

1 1

B B B

5 5

36 1 1

11 12 14

STORAGE

A: 88 SF

LAB

A: 1,082 SF

OFFICE

A: 119 SF

OFFICE

A: 122 SF

OFFICE

A: 107 SF

OFFICE

A: 106 SF

OFFICE

A: 110 SF

COMPUTER

LAB

A: 242 SF

COMPUTER

LAB

A: 325 SF

HALLWAY

STAIR 4

OFFICE

A: 82 SF

ELEVATOR

ELECTRICAL

CORRIDOR

LOBBY

X x.x" xx"

SQUARE FOOTAGE

OCCUPANT LOAD FACTOR

SUB-TOTAL OCCUPANT LOAD

OCCUPANT LOAD AT EXIT

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

PATH OF EGRESS TRAVEL

X' = COMMON PATH OF

TRAVEL DISTANCE

EGRESS LEGEND

OFFICE

A: 200 SF

xx xxx

PH PANIC HARDWARE

SIGNAGE SYMBOL,

REFER TO LEGEND

ROOM ID

SEE NOTE 1

EXIT

ROUTEEXIT STAIR

DOWNA

NOTES:

1. ROOM DESIGNATION SIGNS TO BE COORDINATED WITH OWNER

SIGNAGE LEGEND

SCALE: 1/4" = 1'-0"A1 CODE ANALYSIS / EGRESS PLAN

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

G-002

CODE

ANALYSIS/EGRESS

PLAN (4TH FLOOR)

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

5'- 1"

8'-6"

42"

MIN

12"

MAX

54" MIN

59"

N 18

59" 9'-0"

42" MIN 12"

MAX

54" MIN

5'- 0"

MENS

WOMENS

LAB.

OFFICE

149 OFFICE

LAB.

OFFICE

STORAGE

OFFICE

LABORATORY

OFFICE

JAN.

121A

ELECTRICAL ROOM

STOCK RM

VESTIBULE

124 STORAGE

OFFICE

VESTIBULE

OFFICE

JAN.

WOMEN

MEN

OFFICE

STOCKROOM

AUTO CLAVE

136B

MICRO PREP.

CLASSROOM

VENT

SHAFT

VENT

SHAFT

STORAGE

VENT

SHAFT

VENT

SHAFT

STAIR 1

VIVARIUM

OFFICE

136A

LAB.

JANITOR

160 STORAGE

STORAGE

A5 G-003

ELEVATOR TO 4TH FLOOR

STAIR TO 4TH FLOOR

(E) ACCESSIBLE

PATH OF TRAVEL

AND PATH OF

EGRESS TRAVEL

(E) ACCESSIBLE ENTRANCE

(E) PATH OF

EGRESS TRAVEL

STAIR TO 4TH FLOOR

18 1/2" INTERIOR DOORS

25" EXTERIOR DOORS

12 1/2"

ACCESSIBLE CLEARANCE LEGEND

NOTE:

ALL DIMENSIONS

ARE CLEARANCE

TO FINISH

MATERIALS

5'-1" DIAMETER

TURNING CIRCLE

DOOR CLEARANCE @ PULL SIDE

31"x49" CLEAR AREA TYPICAL

UNLESS NOTED OTHERWISE

DOOR CLEARANCE @ PUSH SIDE

WHERE CLOSER & LATCH ARE

PROVIDED

F 31

8 9

39a

STUDENT WAY

FDC

STUDENT WAY

EXTERIOR ATRIUM

(E) ACCESSIBLE

PARKING

(E) ACCESSIBLE

RAMP

WAITING

408A

LAB

OBSERVATION

ROOM

408B

LAB

OBSERVATION

ROOM

408C

LAB

OBSERVATION

ROOM

408D

EXAM

SIMULATION

LAB

408E

EXAM

SIMULATION

LAB

408F

EXAM

SIMULATION

LAB

408G

CONFERENCE

408H

STORAGE

408I

STORAGE

LAB

OFFICE

COMPUTER

LAB

COMPUTER

LAB

HALLWAY

STAIR 4

OFFICE

ELEVATOR

ELECTRICAL

CORRIDOR

LOBBY

N N

SCALE: 1/4" = 1'-0"A5 ENLARGED RESTROOM PLAN

SCALE: 3/32" = 1'-0"A1 FIRST FLOOR - OVERALL FLOOR PLAN

SCALE: 1/128"= 1'-0"B2 ENLARGED SITE PLAN

SCALE: 3/32" = 1'-0"B2 FOURTH FLOOR PLAN

(E) POT TO (E) ACCESSIBLE PARKING

(E) POT TO PUBLIC

WAY & BUS STOP

(E) ELEVATOR TO

FIRST FLOOR

ACCESSIBLE

PATH OF TRAVEL

(E) STAIR TO

FIRST FLOOR

(E) STAIR TO

FIRST FLOOR

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

G-003

PATH OF TRAVEL

AND EXISTING

RESTROOM FLOOR

PLAN

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

A A

E E

D D

B B

C C

(TYP)

010101

STORAGE

LAB

OFFICE

COMPUTER

LAB

COMPUTER

LAB

HALLWAY

STAIR 4

LOBBY

OFFICE

ELEVATOR

ELECTRICAL

COMPUTER

LAB

DEMOLITION PLAN KEYNOTES

DESCRIPTION

REMOVE EXISTING DOOR AND DOOR FRAME

REMOVE EXISTING WALL

EXISTING FLOORING AND WALL BASE SHALL BE REMOVED (U.N.O.). PREPARE SURFACE

TO RECEIVE NEW FINISH

DEMOLITION PLAN NOTES

1. ALL EXISTING FLOORING & RUBBER TOP SET BASE SHALL BE REMOVED (U.N.O) PREPARE

SURFACE TO RECEIVE NEW FINISH.

2. REMOVE ONLY THOSE ITEMS THAT ARE LOCATED IN WALLS DESIGNATED TO BE REMOVED.

SCALE: 1/4" = 1'-0"1 DEMOLITION FLOOR PLAN

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-110

DEMOLITION FLOOR

PLAN

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

E E

D D

B B

C C

EXISTING SOFFIT WALL TO BE REMOVED

STORAGE

LAB

OFFICE

COMPUTER

LAB

COMPUTER

LAB

HALLWAY

STAIR 4

LOBBY

OFFICE

ELEVATOR

ELECTRICAL

COMPUTER

LAB

DEMOLITION RCP LEGEND

EXISTING T-BAR GRID WITH LAY IN ACOUSTICAL PANELS TO REMAIN

EXISTING T-BAR GRID WITH LAY IN ACOUSTICAL PANELS TO BE REMOVED

EXISTING 24" X 48" RECESSED LIGHT FIXTURES TO REMAIN

EXISTING 24" X 48" RECESSED LIGHT FIXTURES TO BE REMOVED

EXISTING RETURN REGISTER TO REMAIN

EXISTING RETURN REGISTER TO BE REMOVED

EXISTING SUPPLY REGISTER TO BE REMAIN

EXISTING SUPPLY REGISTER TO BE REMOVED

SCALE: 1/4" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-111

DEMOLITION

REFLECTED CEILING

PLAN

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

FLOOR PLAN KEYNOTES

DESCRIPTION

ACCESSIBLE BASE CABINET WITH STAINLESS STEEL SINK AND

REMOVABLE SHROUD

BASE CABINET

UPPER CABINET

UNDERCOUNTER REFRIGERATOR - OFOI

WALL MOUNTED TV - OFOI

20" DEEP UPPER CABINET WITH OPEN SHELF

SURFACE MOUNTED SOAP DISPENSER

SURFACE MOUNTED PAPER TOWEL DISPENSER

DETAIL

WALL LEGEND

EW01

EW02

EW03

EW04

EW05

W01

W02

W03

W04

W05

PLAN VIEW

9 1 /2"

3" 3"

DESCRIPTION

EXISTING MASONRY WALL (FIRE BARRIER)

DOUBLE WYTHE SOLID BRICK, FULLY GROUTED W/

REINFORCEMENT - PER 722.4.1(1)

EXISTING 1-HOUR RATED WALL (FIRE BARRIER)

WOOD STUDS @ 16" O.C. W/ 3/8" GYPSUM LATH AND 1/2"

PLASTER EACH SIDE - PER 721.1(2)_12-1.3

EXISTING 2-HOUR RATED WALL (FIRE BARRIER)

2X6 FIRE-RETARDANT-TREATED WOOD STUDS @ 16" O.C. W/

METAL LATH AND PLASTER EACH SIDE - PER 721.1(2)_12-1.2

EXISTING INTERIOR PARTITION

EXISTING 1-HOUR RATED WALL (FIRE PARTITION)

WOOD STUDS @ 16" O.C. W/ 3/8" GYPSUM LATH AND 1/2"

PLASTER EACH SIDE - PER 721.1(2)_12-1.3

PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE AT 4'-0"

O.C. - SEE DETAIL C5/A-502

3 5/8" MTL. STUDS @ 16" O.C. W/ SOUND BATT INSULATION WITH

5/8" TYPE 'X' GYP BOARD ON BOTH SIDES TO 6" ABOVE CEILING

(FIRE PARTITION) - PER 721.1(2)_13-1.3

3 5/8" MTL. STUDS @ 16" O.C. W/ SOUND BATT INSULATION WITH

5/8" GYP. BOARD ON BOTH SIDES (FULL HEIGHT TO

STRUCTURE ABOVE) SEE A5/A-502

3 5/8" MTL. STUDS @ 16" O.C. W/ R13 INSULATION AND 5/8" GYP

BOARD ON ONE SIDE FULL HT. TO STRUC. ABOVE - SEE DETAIL

B2/A-502

3 5/8" MTL. STUDS @ 16" O.C. W/ 5/8" GYP BOARD ON ONE SIDE

FULL HT. TO STRUC. ABOVE, SEE A5/A-502 (SIM)

GLASS PARTITION, SEE A4/A-502

409 404 403

W3 408G

W2 408F

W1 408E

408A

408H

408I

408B 408D408C

A A

E E

D D

B B

C C

6'- 1 1

/4" 6'-

7 1 /4"

1'- 8"

2'-4"

18 1/2" MIN

CLR.

4'- 0"

D B2 A-231

D B1 A-231

D C1 A-231

D D1 A-231

D A1 A-232

D A2 A-231 A

D D1 A-232

D C1 A-232

D B1 A-232

W01

W 02 W

W02W02 W02

EW05 EW05EW05EW05

W02

09 0909

080808

W01

W05 W05W05

F.E.

ALIGN

LVT VCT

WAITING

408A

LAB

OBSERVATION

ROOM

408B

LAB

OBSERVATION

ROOM

408C

LAB

OBSERVATION

ROOM

408D

EXAM SIMULATION LAB

408E

EXAM SIMULATION LAB

408F

EXAM SIMULATION LAB

408G

CONFERENCE

408H

STORAGE

408I

11'-3" 11'-8" 12'-0"

10'-9 1/4"

12 1/2"

MIN

W03W03 W03

W02

EW05

STORAGE

LAB

OFFICE

COMPUTER

LAB

COMPUTER

LAB

HALLWAY

STAIR 4

OFFICE

ELEVATOR

ELECTRICAL

CORRIDOR

LOBBY

FLOOR PLAN NOTES

1. ALIGN ALL NEW TO EXISTING WALL CONDITIONS, U.N.O.

2. BRACE ALL NEW PARTITIONS TO EXISTING STRUCTURE ABOVE AT 4'-0" O.C., OR WALL MIDPOINTS, 45 DEGREES AND PERPENDICULAR TO PARTITION, U.N.O.

3. TAPE, SAND AND FINISH NEW GYPSUM BOARD TO MATCH EXISTING, U.N.O.

4. DIMENSIONS DENOTED AS "CLEAR" SHALL BE MEASURED FROM FACE OF FINISH TO FACE OF

FINISH. ALL CLEAR DIMENSIONS SHALL BE MAINTAINED.

5. DOCUMENT ALL FIELD LAYOUT DIMENSIONS AND REPORT DISCREPANCIES TO ARCHITECT PRIOR

TO WALL ERECTION.

6. FURNISH AND INSTALL 3 1/2" UNFACED FIBERGLASS BATT INSULATION AT ALL NEW INTERIOR

PARTITIONS FROM FLOOR TO STRUCTURE ABOVE. FOR SOUND ATTENUATION.

7. PATCH & REPAIR WALL WHERE DEMOLITION OF BUILT-IN CABINETS OCCUR. MATCH EXISTING

FINISH AND PREPARE FOR PAINT.

SCALE: 1/4" = 1'-0"1 FLOOR PLAN

A4/A-501

A5/A-501

C5/A-501

C5/A-501 SIM

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-121

FLOOR PLAN

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

E E

D D

B B

C C

C5 A-502

+8'-0"

TYPE I

+8'-0"

TYPE I

+8'-0"

TYPE I

+8'-0"

TYPE I

+8'-0"

TYPE I

+9'-6"

TYPE I

+8'-0"

TYPE I

+9'-6"

TYPE I

WAITING

408A

LAB

OBSERVATION

ROOM

408B

LAB

OBSERVATION

ROOM

408C

LAB

OBSERVATION

ROOM

408D

EXAM SIMULATION LAB

408E

EXAM SIMULATION LAB

408F

EXAM SIMULATION LAB

408G

CONFERENCE

408H

STORAGE

408I

+8'-0"

TYPE II

+8'-0"

TYPE II

OPEN TO

STRUCTURE

STORAGE

LAB

OFFICE

COMPUTER

LAB

COMPUTER

LAB

HALLWAY

STAIR 4

OFFICE

ELEVATOR

ELECTRICAL

CORRIDOR

LOBBY

24"X48" LED LIGHT FIXTURE RECESSED IN

CEILING GRID - SEE ELECTRICAL DRAWINGS.

SUPPLY AIR REGISTER - SEE MECH. DRWGS.

RETURN AIR REGISTER - SEE MECH. DRWGS.

1-HOUR RATEDPAINTED GYPSUM

BOARD CEILING - SEE DETAIL B1/A-502

& C5/A-502

CEILING LEGEND

TYPE II

TYPE I

SUSPENDED 24"X48" 'T' BAR CEILING

GRID WITH LAY-IN ACOUSTIC TILE

UNITS.

WALL MOUNTED LED LIGHT FIXTURE

SURFACE MOUNTED LED LIGHT FIXTURE

ROLLER SHADE WITH LIGHT FILTERING

FABRIC - SEE DETAIL D5/A-501

ILLUMINATED EXIT SIGN

ROLLER SHADE WITH BLACKOUT FABRIC

- SEE D4/A-501 FOR SHADE @ EXTERIOR WALL

- SEE D3/A-501 FOR SHADE @ INTERIOR WALL

24"x 24" CEILING ACCESS DOOR - SEE

DETAIL B2/A-502

CEILING MOUNTED CAMERA - SEE C3/A-232

CEILING MOUNTED SPEAKER - SEE A3/A-232

CEILING MOUNTED MICROPHONE & AMP -

SEE A4/A-232

SCALE: 1/4" = 1'-0"1 REFLECTED CEILING PLAN

02/07/2024 IT REVISIONS

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-131

REFLECTED CEILING

PLAN

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

36"x34"x24"

CABINET LEGEND

GENERAL NOTES:

-FIELD VERIFY CABINET SIZE TYP.

-ALL COUNTERTOPS SHALL HAVE 6" INTEGRAL SPLASH

UNLESS NOTED OTHERWISE

-SEE DETAIL B5/A-501 FOR TYPICAL CABINET ANCHORAGE

W.I.C. CABINET NUMBER

CABINET WIDTH, HEIGHT, DEPTH

INTERIOR ELEVATIONS KEYNOTES

DESCRIPTION

PAINTED GYP BOARD

4" RUBBER TOP SET BASE

DOOR-SEE DOOR SCHEDULE

WINDOW-SEE WINDOW SCHEDULE

EXISTING WINDOW

ADHESIVE MOUNTED RUB STRIP

UNDERCOUNTER REFRIGERATOR - OFOI

WALL MOUNTED TV - OFOI

EXISTING BRICK WALL TO BE PAINTED

4x8 DRY ERASE MARKER BOARD

SURFACE MOUNTED PAPER TOWEL DISPENSER

SURFACE MOUNTED SOAP DISPENSER

ACCESSIBLE BASE CABINET WITH STAINLESS STEEL SINK AND

REMOVABLE SHROUD

BASE CABINET

UPPER CABINET

20" DEEP UPPER CABINET WITH OPEN SHELF

ALL-GLASS PARTITION W/ SLIDING DOOR

ALL-GLASS PARTITION W/ SWING DOOR

ROLLER SHADE WITH BLACKOUT FABRIC

ROLLER SHADE WITH LIGHT FILTERING FABRIC

SURFACE MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL

DRAWINGS

DETAIL

C4/A-501

A (TYP)

(TYP)

2'-4 3/16" 1'-4" 2'-6"

1'-6" 2'-8"

2'-10" 1'-8"

3'-0"

1'- 5"

1'- 7"

326 302

212230 18" x 34" x 24" 32" x 34" x 24"

30" x 36" x 12"28" x 36" x 20"

16" x 36" x 12"

B 1717 18C

T T T

B1 A-501

B2 A-501

A1 A-501

SIM

(TYP)

C D

D2 A-501

D1 A-501

C2 A-501

B2 A-501

C1 A-501

(TYP)

(TYP) T

C D

(TYP)

1'-0" 3'-0"

2'-

2" 2'-

" M

230 157 12" x 34" x 24"

12" x 30" x 12" 36" x 30" x 12"

301 302

24" x 34" x 36"

IN FOREGROUND

C D

B1 A-501

B2 A-501

A1 A-501

(TYP)

C D

SCALE: 1/4" = 1'-0"D1 408A WAITING

SCALE: 1/4" = 1'-0"B1 408C LAB OBSERVATION ROOM

SCALE: 1/4" = 1'-0"C1 408B LAB OBSERVATION ROOM

SCALE: 1/4" = 1'-0"A2 408E EXAM SIMULATION LAB

SCALE: 1/4" = 1'-0"B2 408D LAB OBSERVATION ROOM

SCALE: 1/4" = 1'-0"B2 408D CNTL (CONTINUED)

C5/A-501

A5/A-501

D3/A-501 & D4/A-501

D5/A-501

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-231

INTERIOR

ELEVATIONS

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

B Nu rse La b_

.pl n

/7/

A M

(TYP)

1'-0"

1'-0" 2'-11 31/32"

2'-

2" 2'-

3'-0"

" M

230 157

302301 12" x 30" x 12" 36" x 30" x 12"

12" x 34" x 24"

24" x 34" x 36"

C D

(TYP)

3'-0" 1'-0"

2'-

2" 2'-

" M

302 301

157 230 12" x 34" x 24"

12" x 30" x 12"36" x 30" x 12"

24" x 34" x 36"

(TYP)

(TYP) 21

09 09

(TYP)

IN FOREGROUND

(TYP. 2)

36"x34"x24"

CABINET LEGEND

GENERAL NOTES:

-FIELD VERIFY CABINET SIZE TYP.

-ALL COUNTERTOPS SHALL HAVE 6" INTEGRAL SPLASH

UNLESS NOTED OTHERWISE

-SEE DETAIL B5/A-501 FOR TYPICAL CABINET ANCHORAGE

W.I.C. CABINET NUMBER

CABINET WIDTH, HEIGHT, DEPTH

INTERIOR ELEVATIONS KEYNOTES

DESCRIPTION

PAINTED GYP BOARD

4" RUBBER TOP SET BASE

DOOR-SEE DOOR SCHEDULE

WINDOW-SEE WINDOW SCHEDULE

EXISTING WINDOW

ADHESIVE MOUNTED RUB STRIP

UNDERCOUNTER REFRIGERATOR - OFOI

WALL MOUNTED TV - OFOI

EXISTING BRICK WALL TO BE PAINTED

4x8 DRY ERASE MARKER BOARD

SURFACE MOUNTED PAPER TOWEL DISPENSER

SURFACE MOUNTED SOAP DISPENSER

ACCESSIBLE BASE CABINET WITH STAINLESS STEEL SINK AND

REMOVABLE SHROUD

BASE CABINET

UPPER CABINET

20" DEEP UPPER CABINET WITH OPEN SHELF

ALL-GLASS PARTITION W/ SLIDING DOOR

ALL-GLASS PARTITION W/ SWING DOOR

ROLLER SHADE WITH BLACKOUT FABRIC

ROLLER SHADE WITH LIGHT FILTERING FABRIC

SURFACE MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL

DRAWINGS

DETAIL

C4/A-501

CEILING MOUNTED

MICROPHONE

CEILING TILE

T-BAR SUPPORT

BRACKET ERICO

CADDY #512

T-BAR GRID

TYPICAL SUPPORT WIRES

ERICO CADDY #MPIP

STAINLESS STEEL

FACEPLATE

T-BAR SUPPORT

BRACKET ERICO

CADDY #512

CEILING TILE

ZIP TIE MIC TO

T-BAR SUPPORT

CEILING MOUNTED

MICROPHONE

ISOLATORS

NOTES:

1. CONTRACTOR TO PROVIDE

ALL SPEAKER SUPPORT

SYSTEMS, T-BAR BRACE,

TIE WIRES & SAFETY CABLE

2. TILE BROKEN BY

CONTRACTOR ARE TO BE

REPLACED WITH SAME

STYLE AND MAKE AS

ORIGINALLY SUPPLIED

3. CONTRACTOR TO

COORDINATE WITH

OWNERS EQUIPMENT

CONTRACTOR FOR FINAL

LOCATIONS

(3) 12 GAUGE WIRES SPLAYED

AND ATTACHED TO STRUCTURE

PER DETAIL A1/A-502

FIXTURE HANGER BAR

T-BAR CROSS

RUNNER

ISOMETRIC IS

DIAGRAMATIC NOTES:

1. CONTRACTOR TO PROVIDE ALL

SPEAKER SUPPORT SYSTEMS, T-BAR

BRACE, TIE WIRES & SAFETY CABLE

2. TILE BROKEN BY CONTRACTOR ARE

TO BE REPLACED WITH SAME STYLE

AND MAKE AS ORIGINALLY SUPPLIED

3. CONTRACTOR TO COORDINATE WITH

OWNERS EQUIPMENT CONTRACTOR

FOR FINAL LOCATIONS

TYPICAL TBAR CEILING

CEILING MOUNTED PTZ

NETWORK CAMERA

NOTES:

1. CONTRACTOR TO PROVIDE ALL SPEAKER

SUPPORT SYSTEMS, T-BAR BRACE, TIE

WIRES & SAFETY CABLE

2. TILE BROKEN BY CONTRACTOR ARE TO

BE REPLACED WITH SAME STYLE AND

MAKE AS ORIGINALLY SUPPLIED

3. CONTRACTOR TO COORDINATE WITH

OWNERS EQUIPMENT CONTRACTOR FOR

FINAL LOCATIONS

SCALE: 1/4" = 1'-0"D1 408F EXAM SIMULATION LAB

SCALE: 1/4" = 1'-0"C1 408G EXAM SIMULATION LAB

SCALE: 1/4" = 1'-0"A1 408I STORAGE

SCALE: 1/4" = 1'-0"B1 408H CONFERENCE

SCALE: 1' = 1'-0"A4 CEILING MOUNTED MIC

SCALE: 1' = 1'-0"A3 CEILING MOUNTED SPEAKER

SCALE: 1' = 1'-0"C3 CAMERA DETAILS

C5/A-501

A5/A-501

D3/A-501 & D4/A-501

D5/A-501

02/07/2024 IT REVISIONS

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-232

INTERIOR

ELEVATIONS

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

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0\2

3 - C

Nu rse

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.pl n

/7/

:49

A M

1/8"

NOTE: REFER TO DETAIL

B3/A-502 FOR HEADER TO

STUD CONNECTION

5/8" GYPSUM BOARD

(2) 3 5/8" X 18 GA. JAMB STUDS W/

3 5/8" X 18 GA. TRACK, TYP EA. SIDE

#8 SMS AT 12" O.C. AT

EACH STUD ON EACH SIDE

1/2" MONOLITHIC TEMPERED GLASS

CONTINUOUS CLEAR SEALANT

1'- 0"

2" 6"

GROUT

#4x9" DOWEL EPOXY SET

IN HOLE

HOLLOW METAL DOOR JAMB

CONCRETE SLAB FOOTING

GYPSUM BOARD CORNER SCREED

METAL STUDS @ 16" O.C.

5/8" GYPSUM BOARD

(2) 10d NAILS @ EA. CLIP (TYP.)

GYPSUM BOARD METAL TRIM

5/8" GYPSUM BOARD

METAL FRAME

BATT INSULATION

DOOR

1/4" SHIM SPACE

2" 5/8"

SOLID GROUT 12" FROM

BOTTOM W/ #4 x 6" REBAR

DOWELED 2" INTO SLAB

1'-9"

2'-

" M

2'-0"

3 1/2" WIRE PULLS

(SATIN ALUM. TYP.)

WHITE MELAMINE INTERIOR

(TYP. U.N.O.)

ADJ. PL. LAM. SHELVES

3/4" WOOD

SUBSTRATE - ALL

EXPOSED

SURFACES TO BE

CLAD W/ PL. LAM.

1/4" DIA. ADJ. PEG

HOLES EVERY 2"

VERTICAL

EUROPEAN STYLE

SELF CLOSING

HINGES

INSTALL SILENCERS

FINISHED FLOOR

CAULK (PT. TO MATCH WALL)

4" HIGH BACK SPLASH

SILICON SEALANT TO MATCH

AREA TO REMAIN FREE

OF ANY OBSTRUCTION

" M

. C

2'-

" M

17" MIN.

6" MAX.

8" MIN.

2'-0"

CAULK (PT. TO MATCH WALL)

4" HIGH BACK SPLASH

SILICON SEALANT TO MATCH

EXTEND FINISHED

FLOOR TO WALL

SINK BEYOND

DRAIN PIPES UNDER SINK

SHALL BE INSULATED W/ AN

INSULATION SOCK FOR

DISABLED USAGE. NO SHARP

OR ABRASIVE SURFACES

UNDER SINK

PROVIDE CUT OUT IN

COUNTER TOP AS REQ'D

FOR SINK & FAUCET

3/4" WOOD SUBSTRATE -

ALL EXPOSED SURFACES

TO BE CLAD W/ PL. LAM.

PLASTIC LAMINATE

CLOSURE PNL. ON 3/4"

SUBSTRATE, FASTEN TO

CAB. WALL W/ 1X1 MTL. CLIP

ANGLES & CONCEALED

FASTENERS

C B

CONTINUOUS BLOCKING

3/4" CABINET TOP

1/4" HARDBOARD, FINISH TO

MATCH CABINET INTERIOR

3/4" CABINET BOTTOM

#10x SELF TAPPING @ 16"

O.C. ON METAL STUD WALLS

SECURE TO SILL PLATE

CONTINUOUS SILL PLATE

3/4" CABINET BOTTOM.

TOE BASE

3/4" CABINET BOTTOM

#12x 2 1/2" FLATHEAD @ 16" O.C.

TOE BASE

CONTINUOUS 2x4

1/4" BOLT SIZE PHILLIPS

REDHEAD AT 16" O.C. (ICC

ERS 2202)

3/4" LEG STAPLE @

16" O.C.

#10 SELF TAPPING @ 16" O.C. ON

METAL STUD WALLS. MIN. 1

FASTENER OF REQ. TYPE AT

EACH CORNER OF CABINET

PROVIDE INTER-

MEDIATE

ANCHORAGE AT

MID HEIGHT OF

CABINETS OVER

4'-6" IN HEIGHT

NOTE:

MIN.1 FASTENER OF REQ. TYPE

@ EA. CORNER OF CABINET.

1/4" HARDBOARD, FINISH TO

MATCH CABINET INTERIOR

B4 A-501

#14x 3 1/2" FLATHEAD @ 16" O.C.

3 1/2" WIRE PULLS (SATIN

ALUM. TYP.)

WHITE MELAMINE INTERIOR

(TYP. U.N.O.)

ADJ. PL. LAM. SHELVES

3/4" WOOD DOOR - ALL EXPOSED

SURFACES TO BE CLAD W/ PL. LAM.

1/4" DIA. ADJ. PEG HOLES EVERY

2" VERTICAL

EUROPEAN STYLE SELF

CLOSING HINGES

INSTALL SILENCERS

CABINET ATTACHMENT

REFER TO DETAIL B5/A-501

STUD WALL - REFER TO FLOOR PLAN

FOR WALL TYPE

6"x16 GAUGE PLATE ACROSS 3 STUDS MINIMUM

AND TO THE NEXT STUD PAST THE ENDS OF

THE SUPPORTED CABINET

3 - #10 SHEET METAL

SCREWS AT EACH STUD

20GA. METAL STUD AT 16" O.C.

(TYP) - SEE STRUCTURAL

/16

3/8

1/4

CRL WU3 SERIES 1"

DEEP U-CHANNEL

CRL SB580 1/4" THK. x 1/2" WIDE x 4" LONG

NEOPRENE SETTING

BLOCK

CRL 4951 SERIES DOOR WITH

FIXED PANEL AND SOFTBRAKE

1/4" x 2 1/4" TAPCON SCREW AT 16" O.C.

BOTTOM GUIDE - CRL2940,

WHERE OCCURS

2 15/64"

1/2" MONOLITHIC TEMPERED GLASS

1/4

1/2" MONOLITHIC TEMPERED GLASS

CRL RG12100 ROLL-IN GLAZING GASKET

CRL WU3 SERIES 1" DEEP U-CHANNEL

CRL SB580 1/4" THK. x 1/2" WIDE x 4" LONG

NEOPRENE SETTING BLOCK

1/4" x 2 1/4" TAPCON SCREW AT 16" O.C.

SHIM AS NEEDED

CRL CASCADE GLASS WALL

SERIES SWING DOOR WITH

SIDELITE

1/4

1 3 /4"

CRL STANDARD CONCEALED

DOOR CLOSER W/ STANDARD 4"

HEADER

1/2" MONOLITHIC TEMPERED GLASS

CRL PH20A SERIES TOP DOOR

PATCH FITTING W/ 1NT303 INSERT

5/8" GYPSUM BOARD

#10 SMS AT 12" O.C.

BATT INSULATION

6" 18GA BOX HEADER - 6" 18GA STUDS

W/ 3 5/8" 18GA TRACKS. ATTACHED TO

EACH TRACK W/ #10 SCREWS AT 8"

O.C. AT EACH FLANGE

+7'-2"

CRL CASCADE GLASS WALL

SERIES SWING DOOR WITH

SIDELITE

1 1

/2" CRL WU1 SERIES 1 1/2" DEEP U-CHANNEL

CRL STANDARD GLAZING GASKET

1/2" MONOLITHIC TEMPERED GLASS

5/8" GYPSUM BOARD

#10 SMS AT 12" O.C.

BATT INSULATION

6" 18GA BOX HEADER - 6" 18GA STUDS

W/ 3 5/8" 18GA TRACKS. ATTACHED TO

EACH TRACK W/ #10 SCREWS AT 8"

O.C. AT EACH FLANGE

+7'-2"

CRL CASCADE GLASS WALL

SERIES SWING DOOR WITH

SIDELITE

2 7 /16

1 1

/16

5/8" GYPSUM BOARD

#10 SMS AT 12" O.C.

BATT INSULATION

6" 18GA BOX HEADER - 6" 18GA STUDS

W/ 3 5/8" 18GA TRACKS. ATTACHED TO

EACH TRACK W/ #10 SCREWS AT 8"

O.C. AT EACH FLANGE

1/2" MONOLITHIC TEMPERED GLASS

SLIDING DOOR HANGER ASSEMBLY,

(2) AT EACH DOOR PANEL - CRL4939

CRL4931EXT TOP TRACK KIT

CRL 4951 SERIES SLIDING DOOR WITH

FIXED PANEL AND SOFTBRAKE

+7'-2"

3 1/8"

1/8"6 7/16" 2 5/8"

1/2" MONOLITHIC TEMPERED GLASS

CRL PH10C SERIES BOTTOM DOOR PATCH

FITTING W/ 1NT301 INSERT

CRL 1NT403 ADJUSTABLE FREE

SWINGING FLOOR PIVOT

5/8" GYPSUM BOARD

(2) 3 5/8" X 18 GA. JAMB

STUDS W/ 3 5/8" X 18 GA.

TRACK, TYP EA. SIDE

#8 SMS AT 12" O.C. AT

EACH STUD ON EACH

SIDE

NOTE: REFER TO DETAIL

B3/A-502 FOR HEADER TO

STUD CONNECTION

PIVOT

CRL CASCADE GLASS WALL

SERIES SWING DOOR WITH

SIDELITE

24 GA. PORCELAIN

ON STEEL LCS

LIQUID

MARKERBOARD

W/3/8" PARTICLE

BOARD CORE

COLOR TO BE

SELECTED BY

ARCHITECT

ALUM. CHANNEL

TRIM

TROUGH

FLAG HOLDER

F.F.

WHITE MATT

FINISH

A A

C WOOD SCREWS

AND BLOCKING

#8 PAN HEAD SCREWS

GYP BOARD

2X6 FLAT BLOCKING W/

3-16D EACH END TOP &

BOTTOM EACH END,

TYP

ALUMINUM FRAME &

MARKER/ TACKBOARD

BY MFR.

CLIP ANGLE HANGERS

BY MFR. (32" MAX

SPACING)

WALL FINISH SEE

FINISH SCHEDULE

2 - #12 x 1 1/2" S.M.

SCREWS @ EACH CLIP

ANGLE. CLIP ANGLES

@ 32" MAX.

ELEVATION VIEW NOT TO SCALE

34" MAX

" A

" A T

3, " A T

GRP-RITE MAP

HOLDER

HOLLOW METAL WINDOW JAMB

METAL STUD JAMB FRAMING.

NOTE :

RUN FINISH INTO

JAMB 1/2" MIN. AT

ALL FRAMES

BATT

INSULATION

1/2"

1/2

1/4" CLEAR GLAZING SET W/

RUBBER CHANNEL STOPS

HOLLOW METAL STOP

INTERIOR FINISH-SEE

SCHEDULE

TWO #12 SMS @ EACH

ANCHORAGE TAB. PROVIDE

ANCHOR TABS FOR EVERY 30

INCHES OF JAMB. MIN TWO AT

HEAD

3"x3"x1/8" ANGLE

SNAP ON FASCIA

#10 SMS (ICC ESR 2196)

1/4" Ø HILTI KWIK BOLT ANCHOR

W/ 2" MIN EMBED

3 5/8" METAL STUD FURRING @

16" O.C. W/ THERMAL INSULATION

5/8" GYP. BOARD FINISH

ROLLER SHADE MOUNTING

BRACKET - INSTALL PER MFR.

RECOMMENDATIONS

EXISTING 3 5/8"x3"x11 5/8" EXT.

FACE BRICK - TYP.

EXISTING HEADER

EXISTING ALUM. WINDOW

EXISTING 5 5/8"x3"x15 5/8" EXT.

FACE BRICK - TYP.

SNAP ON FASCIA

1/4" Ø HILTI KWIK BOLT ANCHOR

W/ 2" MIN EMBED THROUGH

BRACKET FLANGE

ROLLER SHADE MOUNTING

BRACKET - INSTALL PER MFR.

RECOMMENDATIONS

EXISTING 3 5/8"x3"x11 5/8" EXT.

FACE BRICK - TYP.

EXISTING HEADER

EXISTING ALUM. WINDOW

EXISTING 5 5/8"x3"x15 5/8" EXT.

FACE BRICK - TYP.

HOLLOW METAL

WINDOW JAMB

NOTE :

RUN FINISH INTO JAMB 1/2"

MIN. AT ALL FRAMES

1/4" CLEAR GLAZING

SET W/ RUBBER

CHANNEL STOPS

HOLLOW METAL STOP

INTERIOR FINISH-SEE

SCHEDULE

TWO #12 SMS @ EACH

ANCHORAGE TAB.

PROVIDE ANCHOR TABS

FOR EVERY 30 INCHES OF

JAMB. MIN TWO AT HEAD

3"x3"x1/8" ANGLE

SNAP ON FASCIA

#10 SMS (ICC ESR

2196)

6" 18GA BOX HEADER - 6"

18GA STUDS W/ 3 5/8"

18GA TRACKS. ATTACHED

TO EACH TRACK W/ #10

SCREWS AT 8" O.C. AT

EACH FLANGE

ROLLER SHADE

MOUNTING BRACKET

- INSTALL PER MFR.

RECOMMENDATIONS

VCTLVT

T-SHAPE

TRANSITION

NOTE:

CHANGES IN LEVEL OF 1/4" HIGH MAX

SHALL BE PERMITTED TO BE VERTICAL

AND WITHOUT EDGE TREATMENT. PER

CBC 11B-303.2.

CHANGES IN LEVEL BETWEEN 1/4" HIGH

MIN AND 1/2" MAX SHALL BE BEVELED

WITH A SLOPE NOT STEEPER THAN 1:2.

PER CBC 11B-303.3

SCALE: 3" = 1'-0"B2 SIDELITE JAMB

SCALE: 3" = 1'-0"A3 DOOR DOWEL

SCALE: 3" = 1'-0"B3 INTR. HM. DOOR JAMB/HEAD

SCALE: 1 1/2"= 1'-0"A5 CABINET SECTION

SCALE: 1 1/2"= 1'-0"A4 BASE CABINET WITH SINK

SCALE: 1 1/2"= 1'-0"B5 CABINET ANCHORAGE

SCALE: 1 1/2"= 1'-0"C5 UPPER CABINET

SCALE: 1 1/2"= 1'-0"B4 CONT. WALL BLOCKING

SCALE: 3" = 1'-0"A1 SLIDING DOOR SIDELITE SILL

SCALE: 3" = 1'-0"C1 SWING DOOR SIDELIGHT SILL

SCALE: 3" = 1'-0"D2 SWING DOOR HEAD

SCALE: 3" = 1'-0"D1 SWING DOOR SIDELITE HEAD

SCALE: 3" = 1'-0"B1 SLIDING DOOR HEAD

SCALE: 3" = 1'-0"C2 SWING DOOR JAMB

SCALE: 1/2" = 1'-0"C4 MARKER BOARD

SCALE: 3" = 1'-0"C3 INTERIOR HM WINDOW JAMB

SCALE: 3" = 1'-0"D4 ROLLER SHADE - FURRED WALL

SCALE: 3" = 1'-0"D5 ROLLER SHADE

SCALE: 3" = 1'-0"D3 INTERIOR HM WINDOW HEAD

SCALE: 1" = 1'-0"A2 TYP. FLOOR TRANSITIONS

JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JAMES R. VARNER, AIA

ARCHITECT C-10963

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

DANNY E. ORDIZ, AIA

ARCHITECT C-14728

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

ROBERT TROST, AIA

ARCHITECT C-14762

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 40

NURSING SIM LAB

CSUB PN: PR1428

FOR:

CALIFORNIA STATE

UNIVERSITY BAKERSFIELD

9001 STOCKDALE HIGHWAY

BAKERSFIELD, CA 93311

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

JOB NUMBER:

CAD DRAWING FILE:

2223_CSUB Nurse Lab_CD25.pln

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

A-501

DETAILS

OCTOBER 31, 2023

10/20/2023 FIRE MARSHAL BACK CHECK

01/12/2024 CASp REVIEW BACK CHECK

/N fs0 0p

\om afs

\Jo bs

-2

0\2

3 - C

Nu rse

La b\D ra wi ng s\0

5 C D\

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.pl n

/7/

A M

12 GA. BRACING WIRE W/MIN. 4-TIGHT

TURNS IN 1 1/2" BOTH ENDS OF WIRE

CONNECTED TO MAIN RUNNERS 90º

APART, 4-TOTAL AT EACH STRUT

(U.N.O.) SEE

2" M

ATTACHED JOINT

CEILING PERIMETER NOTES:

1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND

CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR

WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE,

WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.

PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE

END TEE IS EIGHT (8) INCHES OR LESS.

2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED

WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.

3. STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR

CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP

TIGHT TO PREVENT MOVEMENT OF STRUT.

HANGER WIRE

MAIN OR CROSS

RUNNER

CHANNEL.

(STABILIZER BAR)

RUNNER

(SEE NOTE 1 BELOW)

8" MAX.

(SEE NOTE 1 BELOW)

8" MAX.

3/4" MIN. CLR.

APPROVED STABILIZER

1" 2"

MAX

1 1/2"

4'-0" OC

MAX

TYP

3/4" MIN

SECTION

TYP

0º TO

45º

MAX

1 1/2"

1" MAX

SUSPENDED ACOUSTICAL CEILING - CHANNEL TYPE STRUT

NOTES:

1. STRUTS SHALL NOT REPLACE HANGER WIRES.

2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT

INTERFER WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND

UNOBSTRUCTED.

2'-0" TYP

4'-0"

2'-0" TYP

6 MIN

FREE JOINT

ATTACHED JOINT

CROSS RUNNERS TYP.

BRACING WIRE

LOCATION-TYP.

CONT ANGLE @ PERIMETERNOTE:

BRACING WIRES AND COMP. STRUT SHALL OCCUR

AT EVERY 144 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.

MAIN RUNNERS

STABILIZER BARS,

CROSS TEES OR

STRUTS 8" MAX.

FROM WALL TYP.

ALONG FREE

JOINTS

B.2

ATTACHED

JOINT

FREE

JOINT

FREE

JOINT

144 SQ

FT MAX

Typical

TYPICAL CEILING PLAN FOR 12'-0" x 12'-0" BRACE ASSEMBLY SPACING

B.1

B.2

B.1

ATTACHED

JOINT

B.2

COMPRESSION STRUT TABLE

MAXIMUM

LENGTH

5'-0"

6'-10"

8'-0"

8'-10"

10'-10"

CHANNEL

STRUT

250S125-33

250S137-33

362S137-33

250S137-43

400S137-43

RIGID VERT. STRUT SEE DET.

6'-0" MAX 12'-0" MAX 6'-0" MAX

6'- 0"

'-0

" M

6'- 0"

12 GA VERTICAL HANGERS AT 4'-0" O.C.

EACH WAY AT MAIN RUNNER WITH

MINIMUM 3-TIGHT TURNS IN 3" AT BOTH

ENDS, SEE

CROSS RUNNER

0° TO 45°

(NOTE 2)

SEE DETAIL D1C/A504E

FOR LOCATION OF

BRACING WIRES AND

STRUT

MAIN RUNNER

STEEL POP RIVET @

ATTACHED SIDE ONLY

ALTERNATE

STABILIZER LOCATION

W/O NAIL (NOTE 5)

CEILING

PANEL

1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10x1 1/2" SMS INTO EACH WALL STUD

CONT. SLOTTED ANGLE STABILIZER BAR W/

HORIZ. 6d RINGSHANK NAIL (NOTE 2). OMIT

STRUT WHERE RUNNER IS WITHIN 8" OF WALL .

HANGER WIRE

3 TIGHT TURNS IN 3"

FOR HANGER TYP.

CHANNEL TYPE

COMPRESSION STRUT

CENTER OVER CROSS

RUNNER

STRUCTURE

3/4" MIN EDGE DISTANCE, TYP.

(2) 1/4" DIA. MACHINE BOLT

CROSS RUNNER

4 TIGHT TURNS

IN 1 1/2" TYP.

FOR BRACE

WIRE

MAIN

RUNNER

BRACE WIRES SEE

HANGER WIRE

BEYOND

COPE FLANGE OR FLATTEN TO

ALLOW INSTALLATION OF

ACOUSTICAL TILE

BRACE WIRE

BEYOND

CROSS RUNNER

MAIN RUNNER

1. CEILING SYSTEM GENERAL NOTES:

1.01 Ceiling system components shall comply with ASTM C635-07 and

Section 5.1 of ASTM E580-10a.

1.02 The ceiling grid system must be rated heavy duty as defined by ASTM

C635-08.

1.03 Ceiling systems. The following ceiling system(s) is/are part of the scope of this project:

Manufacturer's Name: CHICAGO METALIC Product Evaluation Report Type and Number : ICC ESR-2631 Manufacturer's Model Number - main runner: CM-200 Manufacturer's catalog number - cross runner: CM-1214

1.05 Ceiling panels shall not support any light fixtures, air terminals or devices.

1.06 For ceiling installations utilizing acoustical tile panels of mineral or glass fiber, it is not mandatory to provide ¾” clearance between the acoustical tile panels and the wall on the sides of the ceiling which are free to slip.

For all other ceiling panel types, provide ¾” clearance between the ceiling panel and the wall on the sides of the ceiling free to slip.

2. MATERIALS:

2.01 Ceiling wire shall be Class 1 zinc coated (galvanized) carbon steel conforming to ASTM A641-09a. Wire shall be #12 gage (0.106” diameter) with soft temper and minimum tensile strength = 70 ksi.

2.02 Galvanized sheet steel (including that used for metal stud and track compression struts/post) shall conform to ASTM A653-11, or other equivalent sheet steel listed in Section A2.1 of the North American Specification for…

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