NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING

949-261-1001 Office

LPADesignStudios.com

5301 California Avenue, Suite 100

Irvine, California 92617

PROJECT NUMBER

Submittal Date

CITY SUBMITTAL 08/25/2025

ADDENDUM A 06/12/2026

32468

DPH - FIRST FLOOR T.I.

451 E Vanderbilt Way, San Bernardino, CA 92408

G0.00

TITLE SHEET

Approved

Approved As Noted

Signature: Date:

COUNTY SUBMITTAL

08/25/2025

PC #TI-2025-00170

A

ADDENDUM A

06/12/2026

ADDENDUM A

06/12/2026

PCC-1

11/20/2025

ADDENDUM A

07/10/2026

COUNTY SUBMITTAL

07/10/20267/16/2026

COLUMN LINES

SURFACE DRAINAGE

ARROW INDICATES

DIRECTION OF FLOW

N

PROJECT NORTH

BUILDING SECTION

A101

TYP

SECTION ID

SHEET NUMBER

A101

TYP

WALL SECTION

SECTION ID

SHEET NUMBER

DETAIL CALLOUTS

DETAIL ID

SHEET NUMBER

A101

SIM

DETAIL SECTION

DETAIL ID

SHEET NUMBER

A101

SIM

DETAIL REFERENCE

DETAIL ID

SHEET NUMBER

A101

SIM

INTERIOR ELEVATIONS

DETAIL ID

SHEET NUMBER

A

C

SIM

D BA101

DOOR DESIGNATION

ROOM DESIGNATION

ROOM NUMBER

ROOM AREA

1REVISION CLOUD &

TAG (OPTIONAL)

SA2U

1t

SHADED PORTION POINTS

TO SIDE REFERENCED

DATUM POINT

KEYNOTE

WALL TYPE

OPENNING DESIGNATION

TYP.

MATCH LINE

SEE SHEET A101

LEVEL NAME

ELEVATION

LEVEL LINE, CONTROL POINT

EL: 12'-8" = ELEVATION/SECTION

STAIR DIRECTION

DN

UP

CENTER LINES, LEVEL LINES

HIDDEN CONSTRUCTION FEATURE

BREAK LINE

FINISH TAG

EQUIPMENT TAG 1i

N

TRUE NORTH

NORTH ARROW

EXTERIOR ASSEMBLY

REFER TO A8.11 R1

Room

150 SF

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IN PLACE

CIV ENG CIVIL ENGINEER

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CNTR COUNTER

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

DA DISABLED ACCESS

DBL DOUBLE

DEPT DEPARTMENT

DESC DESCRIPTION

DF DRINKING FOUNTAIN

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DWR DRAWER

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOV FACE OF VENEER (BRICK OR

PRECAST)

FOW FACE OF W ALL

FR FIRE RETARDANT

FPRF FIREPROOF

FS FINISH SURFACE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDWD HARDWOOD

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HGT/HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAND ARCH LANDSCAPE

ARCHITECT

LAV LAVATORY

LKR LOCKER

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MUL MULLION

N NORTH

NIC NOT IN CONTRACT

NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OA OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OSA OUTSIDE AIR

PA PLANTING AREA

PRCST PRECAST

PH PANIC HARDWARE

PL PLATE

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLYW D PLYW OOD

POT PATH OF TRAVEL

PR PAIR

PT PAINT

PTD PAPER TOWEL

DISPENSER

PTD/R COMBINATION PAPER

TOWEL DISPENSER

& RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL

RECEPTACLE

QT QUARRY TILE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

RGTR REGISTER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SC SOLID CORE

SCD SEAT COVER

DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SH SHELF

SHR SHOW ER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

S SK SERVICE SINK

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TER TERRAZZO

T&G TONGUE & GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOW TOP OF WALL

TOP TOP OF PARAPET

TPD TOILET PAPER

DISPENSER

TS TOP OF SLOPE

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VEST VESTIBULE

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

∅ DIAMETER OR ROUND

# POUND OR NUMBER

(E) EXISTING

(P) PAINT

(R) REMOVE

+/- DIM TOLERANCE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACOUS ACOUSTICAL

ACM ALUM COMPOSITE MATERIAL

ACT ACOUS CLG TILE

AD AREA DRAIN

AED AUTO EXT DEFIBRILLATOR

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ASSIGNABLE SF

ASPH ASPHALT

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BOC BACK OF CURB

BOT BOTTOM

BO BOTTOM OF

BOC BACK OF CURB

BOW BOTTOM OF WALL

BS BOTTOM OF SLOPE

N

PROJECT NORTH

PROJECT LOCATION

ADDRESS:

451 E Vanderbilt Way, San Bernardino, CA 92408

N

TRUE NORTH

11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route.

EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access.

ACCESSIBLE CONSTRUCTION SUPPORT

FACILITIES

SEE "G" SERIES SHEETS FOR ACCESSIBLE REQUIREMENTS.

LPA, INC.

5301 CALIFORNIA AVE, SUITE 100

IRVINE, CA 92617

TEL: 949-261-XXXX

TEL: (909) 387-5000

DIRECTOR OF FACILITY

San Bernardino, CA 92408

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

CLIENT INFORMATION

PLUMBING ENGINEER

SAN BERNADINO COUNTY

TECHNOLOGY CONSULTANT

451 E Vanderbilt Way

CONTACT: LILIANA AUBERT E-MAIL: Liliana.Aubert@pfm.sbcounty.gov

CONTACT: SONALY DUDHEKER E-MAIL: sdudheker@lpadesignstudios.com

TEL: (323) 482-0720

LP CONSULTING ENGINEERS, INC.

3200 EAST GUASTI ROAD, SUITE 106

CONTACT: MIKE MORENO

E-MAIL:

mmoreno@lpengineers.com

LPA, INC.

5301 CALIFORNIA AVE, SUITE 100

IRVINE, CA 92617

TEL: 949-261-1001

CONTACT: JARED PLUMMER E-MAIL: jplummer@lpadesignstudios.com

LPA, INC.

5301 CALIFORNIA AVE, SUITE 100

IRVINE, CA 92617

TEL: 949-261-1001

CONTACT: MAUREN MCSHANE E-MAIL: mmcshane@lpadesignstudios.com

LPA, INC.

5301 CALIFORNIA AVE, SUITE 100

IRVINE, CA 92617

TEL: 949-261-1001

CONTACT: KRISTY NELSON E-MAIL: knelson@lpadesignstudios.com

ONTARIO, CA 91761

TENANT IMPROVEMENTS OF EXISTING SUITE TO INCLUDE CONSTRUCTION OF

NEW INTERIOR PARITIONS, AND CEILING PER LAYOUT AND RESTROOMS W ITHING

EXISTING SUITE. ASSOCIATED ELECTRICAL, MECHANICAL, AND PLUMBING

INCLUDED AS WELL.

SCOPE IS LIMITED TO WITHIN EXISTING SUITE. SITE UPGRADES, BUILDING LOBBY,

ELEVATOR LOBBY AND RESTROOMS IN THE LOBBY ARE NOT IN SCOPE.

1.FIRE SPRINKLER / FIRE ALARM - FIRE SPRINKLER DRAWINGS TO BE SUBMITTED

BY GENERAL CONTRACTOR ONCE AWARED.

1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN

ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS

& THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE

PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS

WHICH MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED

NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH

MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED

LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH

MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION

OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL

ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL

ENGINEER, THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE

COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY,

EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES

SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS.

5. THE CONTRACTOR SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC

ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6"

DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE

TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL W ATER THE LOAD

PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT.

6. THE CONTRACTOR SHALL ENSURE THAT GRADED SURFACES USED FOR

OFF ROAD PARKING, MATERIALS LAY-DOWN, OR AW AITING FUTURE

CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED.

FREQUENTLY ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS

POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY.

7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR

DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE

TRAFFIC CONTROL DEVICES SHALL BE USED AS NEEDED TO MINIMIZE

CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF-SITE-TRAFFIC.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS

BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE

CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS &

EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION

ON HOW TO PROCEED.

9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE

MORE COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN

DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A

CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS.

10. THE CONTRACTOR SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS

PERMITTED BY OW NER.

11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE

OF DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED W ITH

ANY MATERIALS OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY

UPON COMPLETION OF EACH PHASE OF HIS W ORK SHALL REMOVE ALL

TRASH & DEBRIS AS A RESULT OF HIS OPERATION.

12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED &

PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO

PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

13. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF

HIS WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER

PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING,

EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF

IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND

SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE

WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON

COMPLETION, MATCH SURROUNDING SIMILAR SURFACES.

14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL

ENGINEER. W HEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE

BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE &

WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED

TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS.

15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE

SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL

REVIEW THEM & RETURN THEM TO THE CONTRACTOR (WITH A

NOTIFICATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS

HAVE BEEN REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL

CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK

APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED

UNTIL THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY

THE AUTHORITY HAVING JURISDICTION.

16. PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL

CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH

ARCHITECT PRIOR TO INSTALLATION.

17. NO PORTION OF W ORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL

BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE

ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE

WITH CORRECTED SHOP DWGS. AND SAMPLES.

18. DIMENSIONS:

A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE.

B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO

C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL

UNO

19. DO NOT SCALE DRAW INGS

20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT

FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER

ITEMS AS REQ.

21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND

CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL

SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING

OCCURS, UNO.

22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY

OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT

ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING

AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION

OF TRAVEL.

23. ALL GLASS AND GLAZING SHALL COMPLY W ITH THE APPLICABLE CODES.

24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD

CLASSIFICATIONS IN THE APPLICABLE CODES.

25. SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION.

26. THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE

SAFETY DURING CONSTRUCTION AND DEMOLITION.

1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE

AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT

PLANS IN A MANNER WHICH W ILL NOT IMPEDE THE PROGRESS OF

CONSTRUCTION.

2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE

APPLICABLE STANDARDS AND CODES.

3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE

APPLICABLE CODES.

4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED

CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A

LOCAL ALARM WHICH W ILL GIVE AN AUDIBLE SIGNAL.

5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED

BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES.

6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED

THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM

STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR.

7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN

EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI)

SHALL BE WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING

PIPING JOINTS.

8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF

FIRE HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE

APPLICABLE CODES.

9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES

DIRECTION.

10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN.

11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W /I 100' FROM A

PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES.

12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL

(OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF

13. AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY

COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ.

14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE

LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS

MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES.

15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS

SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS.

16. EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY

ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH

SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A

DURATION OF 90 MINUTES PER THE APPLICABLE CODES.

17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A

KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

18. ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE

EXTERIOR.

19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE

LANE NO PARKING" W/ 3" W HITE LETTERS ON THE TOP OF CURBING EVERY

30' AS INDICATED ON THE APPROVED DRAW INGS.

20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW &

EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM

THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE

CODES.

21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS

UNDER CONSTRUCTION PER THE APPLICABLE CODES.

22. PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS

AND CODES.

23. SPRINKLERS: ALL GYPSUM BOARD CEILINGS / SOFFITS AND

SPECIALTY CEILING TILE [SEE LEGEND], TO HAVE FULLY RECESSED

CONCEALED SPRINKLER HEADS WITH CAPS. ALL OTHER SPACES TO HAVE

STANDARD SPRINKLER HEADS PER INDICATED CEILING CONDITION, U.N.O.

24. SPRINKLERS: PROVIDE NEW AS REQUIRED BY REMODEL. DO NOT REUSE

SPRINKLER HEADS AT ALL LOCATIONS WHERE SPRINKLER/SPRINKLER PIPES

CONFLICT WITH NEW WORK. REMOVE, RELOCATE, AND/OR REPLACE

EXISTING SPRINKLER PIPING. NOTIFY ARCHITECT OF ANY FIELD CONFLICTS

PRIOR TO PROJECT BID.

25. SPRINKLERS: PROVIDE FULLY RECESSED CONCEALED SPRINKLER HEADS

WITH CAPS AT ALL SIDE WALL LOCATIONS.

2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR

2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR

2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR

2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR

2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR

2022 CALIFORNIA ENERGY CODE, PART 5 TITLE 24 CCR

2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR

2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR

2022 CALIFORNIA GREEN BUILING STANDARDS CODE (CALGREEN), PART 11,

TITLE 24 CCR

2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

CURRENT CITY OF SAN BERNARDINO REGULATIONS AND ORDINANCES

APPLICABLE STANDARDS

FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS

TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 80.

PROJECT LOCATION: 351 E VANDERBILT WAY,

SAN BERNARDINO, CA 92408

BUILDING OCCUPANCY: B

TYPE OF CONSTRUCTION: III - 1 HOUR

NUMBER OF STORIES: 4

AS-BUILT TOTAL BUILDING AREA: 120,538 SF

AREA OF SCOPE (FIRST FLOOR): 24,784 SF

R e v is io n

D a te

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

949-261-1001 Office

LPADesignStudios.com

5301 California Avenue, Suite 100

Irvine, California 92617

D e v e lo p e d f o r

Checked By

Scale

Job Number

S u b m it ta l D a te

C

IT

Y S

U B

M

IT

T A

L

/2

/2

This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.

© LPA, Inc.

As indicated

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

D P

H

F

IR

S T

F L

O O

R T

.I

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

GENERAL INFORMATION

SHEET

G0.20

32468

SD/NF/KR

SHEET INDEX

S H

E E

T N

U M

B E

R

SHEET NAME

GENERAL

G0.00 TITLE SHEET

G0.20 GENERAL INFORMATION SHEET

G0.21 GENERAL CONDITIONS & NOTES

G0.22 GENERAL CONDITIONS & NOTES

G0.31 ACCESSIBILITY DETAILS

G0.32 ACCESSIBILITY DETAILS

G0.40 CAL GREEN (CA)

G0.41 CAL GREEN (CA)

G0.42 CAL GREEN (CA)

G0.43 CAL GREEN (CA)

G2.01 01 - FLOOR - CODE ANALYSIS

ARCHITECTURE

A1.01 01 - FLOOR DEMO PLAN

A2.01 01 - FLOOR FLOOR PLAN

A2.21 01 - FLOOR FINISHES PLAN

A2.31 01 - FLOOR REFLECTED CEILING PLAN

A2.41 01 - FLOOR POWER & COMMUNICATION

A4.01 ENLARGED RESTROOM PLANS

A5.01 ENLARGED PLANS AND INTERIOR ELEVATIONS

A5.02 ENLARGED PLANS AND INTERIOR ELEVATIONS

A5.03 INTERIOR ELEVATIONS

A5.04 INTERIOR ELEVATIONS

A5.05 INTERIOR ELEVATIONS

A6.00 DOOR TYPES & SCHEDULES

A6.31 SCHEDULES

A9.01 PARTITION DETAILS

A9.10 TYPICAL LIGHT GAUGE METAL STUD DETAIL

A9.11 INTERIOR DETAILS

A9.12 INTERIOR DETAILS

A9.13 DOOR DETAILS

A9.21 CEILING DETAILS

A9.22 CEILING DETAILS

A9.31 MILLWORK DETAILS

A9.32 MILLWORK DETAILS

A9.41 RESTROOM DETAILS

SYMBOLSABBREVIATIONS

VICINITY MAP

ACCESSIBILITY NOTES PROJECT SCOPE

T8.3 RATED ASSEMBLY PENETRATION

T8.2 AUDIO-VIDEO DETAILS

T8.1 TECHNOLOGY DETAILS

T4.1 TECHNOLOGY ONE-LINE DIAGRAM

T2.2 TECHNOLOGY FIRST FLOOR CEILING PLAN

T2.1 TECHNOLOGY FIRST FLOOR PLAN

T0.2 TECHNOLOGY LEGENDS

T0.1 TECHNOLOGY NOTES

TECHNOLOGY

E9.01 LIGHTING PHOTOMETICS PLAN

E8.01 ENERGY COMPLIANCE FORMS

E7.02 LIGHTING DETAILS

E7.01 ELECTRICAL DETAILS

E6.10 ELECTRICAL FIXTURE SCHEDULE

E6.03 ELECTRICAL MECHANICAL SCHEDULES

E6.02 ELECTRICAL PANEL SCHEDULES

E6.01 ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULES

E5.13 LIGHTING CONTROL BUTTON ENGRAVING DIAGRAMS

E5.12 LIGHTING CONTROL DIAGRAMS

E5.11 LIGHTING CONTROL DIAGRAMS

E5.10 LIGHTING FIXTURE & CONTROL NOTES

E2.21 LIGHTING PLAN

E2.11 ELECTRICAL POWER/MECH PLAN

E2.01 ELECTRICAL POWER PLAN

E1.01 ELECTRICAL DEMOLITION PLAN

E0.04 ELECTRICAL SPECIFICATIONS

E0.03 ELECTRICAL SPECIFICATIONS

E0.02 ELECTRICAL LEAD SHEET

E0.01 ELECTRICAL LEGEND & GENERAL NOTES

ELECTRICAL

P9.01 PLUMBING SPECIFICATIONS

P7.01 PLUMBING DETAILS

P6.01 PLUMBING SCHEDULES

P4.01 PLUMBING ENLARGED PLANS

P3.01 PLUMBING DOMESTIC WATER & GAS PLANS

P2.01 PLUMBING DRAINAGE PLANS

P1.01 PLUMBING DEMOLITION PLANS

P0.10 PLUMBING LEGEND & GENERAL NOTES

PLUMBING

M9.01 MECHANICAL SPECIFICATIONS

M8.04 MECHANICAL ENERGY COMPLIANCE DOCUMENTATION

M8.03 MECHANICAL ENERGY COMPLIANCE DOCUMENTATION

M8.02 MECHANICAL ENERGY COMPLIANCE DOCUMENTATION

M8.01 MECHANICAL ENERGY COMPLIANCE DOCUMENTATION

M7.01 MECHANICAL DETAILS

M6.01 MECHANICAL SCHEDULES

M5.10 MECHANICAL CONTROL DIAGRAMS

M5.01 MECHANICAL ZONING PLANS

M2.11 MECHANICAL PIPING & CONTROLS PLANS

M2.01 MECHANICAL HVAC PLANS

M1.01 MECHANICAL DEMOLITION PLANS

M0.01 MECHANICAL LEGEND & GENERAL NOTES

MECHANICAL

DEFERRED APPROVALS

CONSTRUCTION NOTES

FIRE AND LIFE SAFETY NOTES

APPLICABLE CODES

PROJECT INFORMATION

A A d d e n d u m

A

/1 /2

A

A

A

A

A

7/

/2

REF. REF. REF. REF.MWMW

CMCM

WDS

T V

WDS

C R

CR

C R

CR

CR

CR

CR

TVTV

TV

TV

T V

T V

T V

TV

TV

TV

PRINT

PRINT

P R

IN

T

P R

IN

T

U C R

TV

TV

CR

CR

CR

FR

ZR

P R

IN

T

W D

S C

M

CM?

F E

C

FEC

FEC

F E

C

FEC

FEC

CR

FEC

FEC

ALIGN

A L

IG

N

A L

IG

N

A L

IG

N

ALIGN

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

ALIGN

FEC

C R

ALIGN

PARTITION LEGEND

1. REFER TO DETAILS ON "G" SHEETS FOR ACCESSIBLE REQUIREMENTS ON

PLAN DIMENSIONS AND DOOR REQUIREMENTS. DIMENSIONS THAT ARE NOT

STATED AS "MINIMUM" OR "MAXIMUM" ARE ABSOLUTE.

2. REFER TO SPECIFICATIONS ON "G" SHEETS FOR MATERIAL PERFORMANCE

AND EXECUTION OF WORK.

3. JOB SITE SAFETY: THESE PLANS AND SPECIFICATIONS DO NOT PROVIDE ANY

DIRECTION OR INSTRUCTIONS TO THE CONTRACTOR OR SUBCONTRACTORS

OR THEIR EMPLOYEES OR AGENTS RELATED TO CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY

PRECAUTIONS INCLUDING JOB SITE SAFETY AND PROGRAMS IN CONNECTION

WITH THE WORK. THIS IS SOLELY THE CONTRACTOR'S RESPONSIBILITY

UNDER THE CONTRACTOR'S CONTRACT FOR CONSTRUCTION. THE

ARCHITECT HAS NOT CONDUCTED AN EVALUATION OF SAFETY PROCEDURES

FOR THE PROPER MANNER OF ACCESSING THE JOB SITE DURING THE

COURSE OF CONSTRUCTION AND HAS NOT UNDERTAKEN ANY

RESPONSIBILITY ON W HETHER OR NOT THE USE OF ROOF/ OR

CONSTRUCTION LADDERS, DOORS, RAILINGS, INGRESS AND INGRESS

ROUTES OR THE LIKE ARE IN COMPLIANCE WITH OSHA REQUIREMENTS

DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS.

4. FRAMING: DOOR OPENING IN PARTITION NOT DIMENSIONED ARE TO BE

LOCATED W ITHIN 4" OF PERPENDICULAR/ADJOINING PARTITION.

5. FLOOR PREPARATION: PATCH AND REPAIR OPENINGS AT FLOOR WHERE

ABANDONED CONDUITS, FLOOR CORES, ETC. HAVE BEEN REMOVED. SEE

DETAIL 09/A9.11.

6. DRYWALL: PATCH AND REPAIR WALLS TO REMAIN WHERE CUT INTO FOR

NEW CONSTRUCTION AND/OR WHERE DEVICES/EQUIPMENT HAVE BEEN

REMOVED. MAINTAIN RATINGS W HERE OCCUR. PREPARE DRYWALL TO

RECEIVE NEW FINISHES.

7. DRYWALL FINISH: MAINTAIN LEVEL FOUR (4) QUALITY AT ALL WALLS

INCLUDING EXISTING, RESKIM AS REQUIRED FOR A CONSISTENT FINISH.

8. DOORS: FIELD VERIFY ALL WALL THICKNESS FOR THROAT DIMENSIONS PRIOR

TO ORDERING DOOR FRAMES.

9. EXISTING DOORS TO REMAIN: SEE DOOR SCHEDULE FOR SPECIFIC SCOPE.

10. SAW CUTTING: ALLOW FOR STANDARDIZED SAW CUTTING AT SLAB FOR

PLUMBING AND ELECTRICAL IF REQUIRED BY PLAN. SEE FLOOR PLAN FOR

LOCATIONS. REFER TO ELECTRICAL AND PLUMBING FOR MORE INFORMATION.

SEE DETAIL

11. FLOOR PREPARATION: PERFORM MOISTURE AND ALKALINITY (PH) FLOORING

TEST THROUGHOUT AND REPORT FINDINGS AND MITIGATION METHOD

OPTIONS TO ARCHITECT/LANDLORD/CLIENT, PRIOR TO ORDERING/

INSTALLATION OF MATERIALS. SEE SPECIFICATION SECTION 090561.

12. BACKING: PROVIDE AS REQ, SEE EQUIPMENT LEGEND. PROVIDE 6" X 20 GA.

BACKING IN WALL TO SUPPORT COUNTY PROVIDED TV SCREEN, SEE

EQUIPMENT SCHEDULE / POWER & COMM PLAN FOR LOCATIONS, G.C.C TO

COORDINATE LOCATION AND MOUNTAIN HEIGHT WITH AV VENDOR. SEE

DETAIL

13. PARTITION: GENERAL CONTRACTOR TO FIELD VERIFY ALL WALL THICKNESS

FOR THROAT DIMENSIONS FOR DOOR FRAMS & STUD SIZES.

14. HARDWARE: GENERAL CONTRACTOR TO VERIFY THAT ALL DOOR HARDWARE

TYPE IS CONSISTENT THROUGHOUT PROJECT. REPLACE ALL NON-MATCHING

HARDWARE WITH BUILDING STANDARD SPECIFICATION. SEE DOOR

SCHEDULE.

15. OPERABLE PART OF BUILT IN COFFEE MAKER OR BUILDING IN MICROWAVE

SHALL COMPLY WITH SECTION 11B-309. (CBC 11B-205)

A. CLEAR FLOOR SPACE OF 30"X48" FOR FORW ARD OR PARALLEL

APPROACH. (CBC 11B-305)

B. OPERABLE PART SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH

RANGES SPECIFIED IN SECTION 11B-308.

C. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRSPING, PINCHING OR TWISTING OF THE WRIST.

/09 A9.11

/10 A9.11

A A.3 A.7 B C D E.2 E.5 HD.2C.7 E F G

1.7

1.3

3.7

4.2

4.8

6.3

(E)

MENS

RESTROOM

(E)

WOMENS

RESTROOM

(E) ELEV

MACHINE

RM

(E) TELE

(E) ELEC

(E)

BLDG

STORAGE

(E)

BLDG

STORAGE

(E) ELEC

(E) TELE

(E) MAIL

ROOM

MAIN

ENTRY

(E)

JANITOR

(E) MAIN

ELEC

ROOM

NIC

NIC

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

BREAKROOM

BOARDROOM

CONSULT

PRIVATE

OFFICE

VITAL

STATS

ENTRY

RESTROOM

RESTROOM

IDF

MENS

RESTROOM

WOMENS

RESTROOM

PLAN

CHECK

WORKSTATIONS

OPEN

OFFICE

OPEN

OFFICE

COPY /

PRINT

OPEN

OFFICE

OPEN

OFFICE

CONFERENCE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

144PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

MEDIA

ROOM

CONSULT

VITAL

STATS

STORAGE

OPEN

OFFICE

OPEN

OFFICE

BIRTH/DEATH

CERT.

STORAGE

WELLNESS

WATER

SPECIMEN

STORAGE

PLAN

STORAGE

EMERGENCY

SUPPLIES,

PPE

OPEN

OFFICE

COPY

PRINT

EHS

ENTRY

KIOSKS

RECEPTION

RECEPTION

COPY/

PRINT

HALLWAY

HALLWAY

105A

171 105B

101B

129B

156B

102B102C

JANITOR

(E) 1HR

RATED

STAIRS

#2

(E) 1HR

RATED

STAIRS

#1

'-7

HALLWAY

ALCOVE

4' -6

'-1

5' -6

12'-0"

TYP.

4'-0"

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

TYP.

09.01

136137138139140141142143144145146147148149150

PLAN

CHECK

COUNTER

102A

101A

(E)163

(E)128

(E)161

09.03

09.03

09.03

09.03 09.03 09.03

09.01

(E)171

(E)172 (E)174

(E)173

(E)170 (E)167(E)168

(E)169

(E)167

TYP.

09.02

09.04

09.04

09.04

09.04

09.04

A5.03 20

A5.03

A5.04

A5.0401

A5.03

A5.0316

A5.04

A5.03

A5.03

A5.03

A5.03

A5.0410

A4.01

A4.01

A5.01

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA4I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SD3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3ISA3ISA3ISA3ISA3ISA3I

SA3I

SD3I

SA3I

SA3I

SA3I

SA3I

SA3I

SA3I

SC2

SA3I

'-6

13'-2"

E Q

E Q

3'-2"

2'-1"

2'-11"

5'-11"

EQ

.0

45.00°

'-1

1"

135.00°

CLR.

6'-3"

.0

'-1

0"

1'-8"

14'-5"

15'-1"

19'-6"

5'-5" 10'-5"

6'-6"

'-5

'-7

SG2

SG3I

1'-0"

A5.0317

EQEQ

EQEQEQ EQ

EQ EQ EQ

E Q

E Q

SA4I

SA4I

SA6 SA6

TYP.

02.73

TYP.

02.73

TYP.

02.73

TYP.

07.01

TYP.

07.01

TYP.

07.01

TYP.

09.02

SA3I

SE3ISE3I

SD3I

SE3I

SA3I

SA6

21.08

A5.04

SL6I

SL6I

SA3I

SA3I

SC2

A5.05

A5.05 02

A5.05

A5.0504

A5.05

A5.05

A5.05

A5.05A5.05 22

A5.05

A5.05

A5.05 A5.051523

A5.05

A5.0513

A5.05

A5.0512

A9.11

TYP.

SD3I

SA3I

SD3I SA3I

SD3I

SD3I

SD3I

SE3ISE3I

SD2

SC3

SA3I

A9.11

TYP.

SG3I

SA3I

SA3I

2'-11"

11"

12'-0"1

13'-3"

SC3SC3

08.18

08.18

TYP.

09.16

3'-3"

A9.11

5 1/2"

6'-4"

SE3ISE3I

26'-2"

08.19

SA3I

SA3I

SA3I

SA3I

SG2

SA4I

SA3I

SC3

A5.02

T Y

P

U .N

.O

31'-8"

±18'-5"

TYP. U.N.O.

9'-7"

3'-3"

17'-5"

7'-8"

36'-3"

7' -0

135.00°

8'-0"

.0

45.00°

12'-2"

9'-8"

08.22

08.22

08.22

08.22

08.22

08.22

08.22

08.22

08.22

18'-10"

6'-1"

A5.02 22

SD3I

SA3ISA3I

SD2

SA3I

SA4I

SH6I

SA3ISA3I

02.23 14'-10"

5'-7"

'-1

1"

10'-3"

'-5

A

A

A

A

'-5

'-9

9'-8"

A

A

A

5'-8"

A

A

A

NEW SINK - SEE PLUMBING

PROVIDE NEW WALL MOUNTED FIRE EXTINGUISHER

CABINET TO MATCH EXISTING WALL MOUNTED. G.C. TO

FURNISH AND INSTALL NEW EXTINGUISHER. SEE DETAIL

ALIGN FINISHES

DENOTES DOOR NUMBER - REFER TO DOOR SCHEDULE /

DOOR TYPES, SHEET A6.00

DOOR: SEE DOOR LEGEND SHEET A6.00

1/4" WATERLINE - SEE PLUMBING

HATCHED AREA INDICATES EXISTING SPACE TO REMAIN AND

NOT BE INCLUDED IN THIS SCOPE OF WORK

DENOTES NEW MILLWORK, SEE ENLARGED PLANS AND

ELEVATIONS. SEE SHEETS A9.31 & A9.32 FOR DETAILS

NEW CARD READER LOCATION. SEE POWER / COMM

LEGEND FOR SCOPE

NEW STUD WALL CONSTRUCTION, SEE SHEET A9.01

1 HOUR RATED FIRE BARRIER W ALL CONSTRUCTION

EXISTING STUD WALL CONSTRUCTION

SA2U

WALL TYPE. LETTER INDICATES WALL TYPE. SEE WALL TYPE

DETAIL.

INSULATION TYPE. I = BATT INSULATION, U = NO BATT

INSULATION, Q = BATT INSULATION WITH INSUL-QUILT ABOVE

NOTE:

SEE SHEET A9.01 FOR ALL WALL TYPE DETAILS. UNLESS OTHERWISE NOTED,

ALL INTERIOR PARTITIONS INCLUDE ROCK WOOL INSULATION FULL HEIGHT

OF STUDS

STUD TYPE. S = STEEL, W = WOOD

STUD SIZE. NUMBER INDICATES STUD SIZE. SEE WALL TYPE

DETAIL. REFER TO A9.01 FOR INTERIOR STUD WALL SCHEDULE

WALL TAG:

2 HOUR RATED FIRE BARRIER W ALL CONSTRUCTION

/01 A9.11

4x8 FIRE TREATED PLYWOOD BACKBOARD, INSTALL

FROM 12'' AFF. VERIFY INSTALL LOCATIONS WITH

CLIENT. PAINT TO MATCH WALL. DO NOT PAINT OVER

RATING LABEL.

R e v is io n

D a te

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

949-261-1001 Office

LPADesignStudios.com

5301 California Avenue, Suite 100

Irvine, California 92617

D e v e lo p e d f o r

Checked By

Scale

Job Number

S u b m it ta l D a te

C

IT

Y S

U B

M

IT

T A

L

/2

/2

This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.

© LPA, Inc.

1/8" = 1'-0"

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

D P

H

F

IR

S T

F L

O O

R T

.I

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

01 - FLOOR FLOOR PLAN

A2.01

32468

SD/NF/KR

1/8" = 1'-0"

A2.01 1FLOOR PRICING PLAN

KEYNOTES

02.23 SEE PLUMBING FOR EXISTING PIPE LOCATION. PIPE TO REMAIN IN

PLACE. FURR AROUND EXISTING COLUMN AND PIPE.

02.73 EXISTING DRYWALL BASE FINISH: PROVIDE SKIM COAT WHERE

EXISTING 4" BASE WAS REMOVED AND NEW 4" BASE IS BEING

UTILIZED.

07.01 INSULATION: BELOW SINKS, PROVIDE INSULATION ON ANY

EXPOSED DRAIN OR WATER SUPPLY PIPES AND THERE SHALL BE

NO SHARP OR ABRASIVE SURFACES. (CBC 2002 11B - 606.5)

08.18 GENERAL CONTRACTOR TO VERIFY THAT CORING EXISTS AT RATED

DOOR TO RECEIVE SECURITY DEVICE BY CUSTOMER. IF NOT, CORE

AND RE-CERTIFY DOORS OR PROVIDE NEW. MAINTAIN RATING.

08.19 EXTERIOR WINDOW FILM: PROVIDE BLACK OUT WINDOW FILM AT

THIS WINDOW ONLY.

08.22 WINDOW COVERINGS: PROVIDE MARIAK CONTRACT DUEL FULL

HEIGHT MANUAL ROLLER SHADES WITH 3% OPENNESS AND BLACK

OUT. ROLLER SHADE TO BE MOUNTED INSIDE THE EXISTING

MULLION, FASCIA COLOR TO MATCH EXISTING MULLION. SHADE

COLOR: TBD

09.01 PROVIDE BACKING FOR TV MONITORS, SEE AUDIO VISUAL

DRAWINGS FOR LOCATIONS, SIZES AND WEIGHTS.

09.02 PROVIDE GWB / MTL FRAMING TO 6" ABOVE CEILING SURROUNDING

ALL COLUMNS.

09.03 G.C TO PROVIDE BACKING FOR CLIENT PROVIDED WHITE BOARD.

SEE DETAIL 10/A9.11

09.04 G.C TO PROVIDE BACKING FOR SHELVING. SEE DETAIL 10/A9.11

09.16 WALL TO BE CENTERED ON THE MULLION.

21.08 EXISTING RELOCATED FIRE EXTINGUISHER CABINET.

FLOOR PLAN GENERAL NOTES

N

PROJECT NORTH

A A d d e n d u m

A

/1 /2

A

A A

A

CMCM

WDS

T V

WDS

C R

CR

C R

CR

CR

CR

CR

TVTV

TV

TV

T V

T V

T V

TV

TV

TV

PRINT

PRINT

P R

IN

T

P R

IN

T

U C R

TV

TV

CR

CR

CR

P R

IN

T

W D

S C

M

CM?

F E

C

FEC

FEC

F E

C

FEC

FEC

CR

FEC

FEC

A L

IG

N

FINISH SYMBOL

FINISH CODE - SEE FINISH SCHEDULE

INSTALL DIRECTION OF FLOORING MATERIAL

FLOOR FINISH TRANSITION:

SEE DETAIL

TRANSTIONS:

• PROVIDE STAINLESS STEEL SCHLUTER STRIP EDGE TRANSITION

AT TRANSITIONS 1/4" CHANGE IN ELEVATION OR LESS.

• PROVIDE STAINLESS STEEL SCHLUTER RENO-U TRANSITION AT

TRANSITIONS GREATER THAN 1/4" UP TO 1/2".

• FOR TRANSITIONS GREATNER THAN 1/2", PROVIDE SCHUTER

SCHENE EDGE TRIM AND RAMP UP AT POLISHED CONCRETE.

/17 A9.11

1. REFER TO SPECIFICATIONS "G SERIES " FOR FINISH MATERIAL PERFORMANCE AND

EXECUTION OF WORK.

2. FLOOR PREPARATION: PERFORM MOISTURE AND ALKALINITY (PH) FLOORING TEST

THROUGHOUT AND REPORT FINDINGS AND MITIGATION METHOD OPTIONS TO

ARCHITECT/LANDLORD/CLIENT, PRIOR TO ORDERING/INSTALLATION OF MATERIALS.

SEE SPECIFICATION SECTION 090561.

3. TILE APPLICATION: SEAL ALL FLOOR AND WALL GROUT AROUND PLUMBING AND WET

AREAS. MIN. PER MANUFACTURER RECOMMENDATION. COORDINATE AS REQUIRED

FOR GROUT JOINT ALIGNMENT.

4. TILE APPLICATION: LAY TILE ACCORDING TO PATTERN INDICATED ON CONSTRUCTION

DOCUMENTS. IF THERE IS A CONFLICT WITH THE MANUFACTURER'S

RECOMMENDATIONS, THE MANUFACTURER'S RECOMMENDATIONS WILL GOVERN THE

INSTALLATION METHOD. LARGE FORMAT TILES [ANY TILE WITH AN EDGE DIMENSION

EQUAL OR GREATER THAN 15"] W ILL HAVE A 30% OFFSET AS OPPOSED TO A 50%

OFFSET. VERIFY TILE TO TILE JOINT RELATIONSHIP W ITH MANUFACTURER TO AVOID

"LIPPAGE". DO NOT INTERRUPT TILE PATTERN THROUGH OPENINGS.

5. FLOOR: CONTINUE FLOOR FINISH UNDER/INTO ACCESSIBLE SINK LOWER CABINET.

6. FLOOR: PROVIDE 'FEATHER UP' TRANSITION AT ALL DOORS WHEN THERE IS A

DIFFERENCE OF 1/ 4" OR MORE TO MEET ACCESSIBLE REQUIREMENTS AT A MINIMUM.

7. MATERIAL DIRECTIONAL INSTALLATION: IF INSTALLATION DIRECTION IS NOT

INDICATED ON PLANS, CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION. CONTRACTOR TO PROVIDE ON-SITE TILE MOCK-UP FOR ALL AREAS

RECEIVING TILE. MOCK-UP TO BE REVIEW ED W ITH ARCHITECT TO CONFIRM GROUT

LAYOUT, INCLUDING START AND STOP POINTS, AND TO AVOID TILE SLIVERS.

CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HR NOTICE FOR MEETING.

8. ACCESS PANEL: PAINT TO MATCH ADJACENT WALL/SOFFIT COLOR, WHERE OCCURS

OR UNLESS SPECIFIED AS A PREFINISHED MATERIAL SUCH AS STAINLESS STEEL.

9. CIRCULATION PATHS OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT

SURFACE AND BE SECURELY ATTACHED. (2022 CBC 1003.4)

10. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. (2022

CBC 11B-302)

11. CARPET SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR

BACKING, OR NO PAD. IT SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT, OR

LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1 /2 '" MAXIMUM. EXPOSED

EDGES SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE A TRIM ON THE

ENTIRE LENGTH OF THE EXPOSED EDGE. (2022 CBC 11B-302.2)

12. TRANSITIONS OF MATERIALS AND EDGES OF CARPET SHALL COMPLY WITH CHANGES

IN LEVEL. (2022 CBC 11B-303)

13. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL MEET THE FIRE

PERFORMANCE AND SMOKE DEVELOPMENT LIMITATIONS PRESCRIBED IN CBC

SECTION 803, INCLUDING "CLASSIFICATION" FLAME SPREAD RATING BY OCCUPANCY

AND LOCATIONS TABLE. (2022 CBC 803.13)

14. INTERIOR FLOOR FINISH AND FLOORCOVERINGS SHALL COMPLY WITH

CLASSIFICATION, TESTING AND IDENTIFICATION IN ACCORDANCE WITH ASTM E648 OR

NFPA 253. (2022 CBC 804)

15. FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM E 648 AND HAVE A SPECIFIC

OPTICAL SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. (2022 CBC 804.4.1)

16. FINISH MATERIALS SUBMITTED SHALL COMPLY WITH POLLUTANT CONTROLS - LOW

V.O.C. PAINTS AND ADHESIVES. (2022 CALGreen 5.504.4)

A A.3 A.7 B C D E.2 E.5 HD.2C.7 E F G

1.7

1.3

3.7

4.2

4.8

6.3

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

OPEN

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

CONFERENCE

HALLWAY

IDF

WOMENS

RESTROOM

MENS

RESTROOM

(E) ELEC

(E) TELE

(E)

BLDG

STORAGE

(E) 1HR

RATED

STAIRS

#1

OPEN

OFFICE

OPEN

OFFICE

PLAN

CHECK

WORKSTATIONS

PLAN

CHECK

COUNTER

EHS

ENTRY

RECEPTION

CONSULT

MEDIA

ROOM

PLAN

STORAGE

EMERGENCY

SUPPLIES,

PPE

WATER

SPECIMEN

STORAGE

WELLNESS

(E)

MENS

RESTROOM

(E) ELEV

MACHINE

RM

(E)

WOMENS

RESTROOM

VITAL

STATS

ENTRY

PRIVATE

OFFICE

CONSULT

OPEN

OFFICE

HALLWAY

COPY/

PRINT

JANITOR

VITAL

STATS

STORAGE

RECEPTION

RESTROOM

RESTROOM

(E)

JANITOR

COPY

PRINT

BOARDROOM

BREAKROOM

HALLWAY

OPEN

OFFICE

OPEN

OFFICE

(E) MAIN

ELEC

ROOM

(E) TELE

(E) ELEC

(E)

BLDG

STORAGE

BIRTH/DEATH

CERT.

STORAGE

(E) 1HR

RATED

STAIRS

#2

162 PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

P-5

P-6

P-7

5'-0"

C-1

C-1

B-1

C-2

B-1

AWP-1

A W

P -2

LVP-1

LVT-1

B-1

LVT-1

LVT-1

LVT-1

SDT-1

C-1

C-1

LVP-1

NIC

NIC

(E) MAIL

ROOM

P-5

P-6

P-7

P-5

P-6

P-7

5'-0"

5'-0"

TYP.

TYP. AT

OFFICES

B-1 TYP.

C-1

B-1

C-1 TYP.

B-1

C-1 TYP.

B-1

C-1 TYP.

B-1 TYP.

C-1 TYP.

B-1 TYP.

C-1 TYP.

B-1 TYP.

TYP. AT

OFFICES

C-1

B-1

P-8

ALIGN W/ CEILING ABOVE

22'-0"

A L

IG

N

W

C E

IL

IN

G A

B O

V E

LVP-1

LVP-1

LVT-1

P-3

PT-3

P-3

P-4

P

-4AWP-1

A W

P -1

LVT-1

LVT-1

A W

P -1

P-7

LVP-1 P

-4

C-1 TYP.

B-1 TYP.

LVP-1

A5.01

A5.02

P-5

P-6

P-7

P-5

P-6

P-7

P-5

P-6

P-7

TYP. AT

OFFICES

09.08

09.08

P -8

P -8 P

-8

P -8 P

-8

P -8 P

-8

P -8 P

-8

P -8

P -8

P -8 P

-8P -8

P-8

P-8

P-8

P-8

P-8

P-8

P-8

P-8

P-8

P -8

P -8

P-4

GL-1

AWP-1

G R

-1

09.05

B-1

G L

-1

G L

-1

G L

-1

GL-1

GL-1

GL-1

33'-9"

COPY /

PRINT

MAIN

ENTRY

TYP.

GF-1

G F-1

GF-1

GF-1

GF-1

TYP. AT

OFFICES

GF-1

GF-1

SD2

09.46

09.46

09.46

09.46 09.46

B-1

B-2

B-2

B-3

B -3

B-3

B -3

A4.01

A4.01

B-1

B-1

B-1

B-1

B-1

B-1

P-1 TYP.

P-1

P-1

TYP.

TYP.

P-1

P-1 TYP.

C-1

B-1

P-1

C-1

P-1

B-1

09.53

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B -3

B -3 B

-3

B -3 B

-3 B -3

B -3

B -3 B -3

B -3 B

-3 B -3

B -3

B -3

P-1 TYP.

P-1 TYP.

P-1 TYP.

P-1

B -3

B -3

P-1 TYP.

B -1

B-1

P-1

09.25

09.25

09.25

B-1

GL-1

M A

R K

E R

B O

A R

D G

L A

S

SB-1

P-1

P-1

B-1

R e v is io n

D a te

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

949-261-1001 Office

LPADesignStudios.com

5301 California Avenue, Suite 100

Irvine, California 92617

D e v e lo p e d f o r

Checked By

Scale

Job Number

S u b m it ta l D a te

C

IT

Y S

U B

M

IT

T A

L

/2

/2

This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.

© LPA, Inc.

1/8" = 1'-0"

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

D P

H

F

IR

S T

F L

O O

R T

.I

S A

N B

E R

N A

R D

IN

O

C O

U N

T Y

E

V a n d e rb ilt W a y

S a n B e rn a rd in o

C

A

01 - FLOOR FINISHES

PLAN

A2.21

32468

SD/NF/KR

KEYNOTES

09.05 EXISTING CONCRETE FLOORING TO BE THOROUGHLY CLEANED

AND CLEARED OF ALL DEBRIS. PATCH, RESURFACE, AND APPLY

SEALANT. SEAL WITH RESTOCRETE, RESTO-SEAL WB

(WATER-BASED), SATIN FINISH, CONTACT MAURICO MARENCO,

RESTROCRETE. MAURICIOM@RESTOCRETE.COM 714-763-0505

09.08 (E) STAIRS: ALL FINISHES TO REMAIN. PROTECT IN PLACE.

09.25 TILE: ALIGN FLOOR AND WALL TILE. AVOID SMALL PIECES AT

VISIBLE ENDS. PRIOR TO INSTALLATION, CONTACT ARCHITECT FOR

FIELD REVIEW.

09.46 FLOOR FINISH: WHERE TRANSITION HEIGHTS EXCEED ACCESSIBLE

TRANSITION REQUIREMENT OF 1 /2" OR LESS, PROVIDE FLOOR

MATERIAL TO RAMP UP LOWER SURFACE TO HIGHER SURFACE.

PROVIDE TRANSITION PIECE AS NOTED ON DRAWINGS.

09.53 FLOOR TRANSITION STARTS AT THE EDGE OF THE MULLION.

LEGEND

GENERAL NOTES

1/8" = 1'-0"

A2.21 05FINISH PRICING PLAN

N

PROJECT NORTH

GF-1 GLASS FILM METWEST

36" HIGH BAND AT OFFICES & CONF.

ROOMS FRONTS. 60" HIGH AT BREAKROOM

BANQUETTE GLASS. COLOR AND OPACITY

TO MATCH DUSTED CRYSTAL. PROVIDE

OPAQUE WAVE LINEWORK, SEE

ELEVATION.

GR-1

CUSTOM VINYL WALL

GRAPHIC

ARC RIOT COLOR

CUSTOM DESIGN, FULL COLOR, SIZE:

WIDTH OF WALL X 9'-0" HIGH, MATTE

FINISH, PROVIDE SITE SURVEY, PROVIDE

PDF PROOFS FOR ARCHITECT'S REIVEW.

CONTACT: KERRI MENHAJI,

kerri.menhaji@riotcolor.com, (949) 230-8457

GL-1

BACK PAINTED

MAGNETIC WHITEBOARD

CLARIDGE

MAGNETIC GLASS WHITEBOARD, COLOR:

TBD. PROVIDE INVISI-MOUNT. SEE

ELEVATIONS.

AWP-2

ACOUSTICAL PANEL W/

CUSTOM GRAPHIC

MDC INTERIOR

SOLUTIONS

ZINTRA, CUSTOM IMAGE PRINT ON FROST

BASE

CONTACT: JENNIFER HOLMES

JHOLMES@MDCWALL.COM

AWP-1

ACOUSTICAL WALL

PANEL

ACOUFELT

SOLIDS WALL PANEL, COLOR: METAL,

PANEL SIZE: 48" X 110" x 24mm, PANELS TO

BE CUT PER DESIGN, SEE ELEVATIONS.

PL-3 PLASTIC LAMINATE FORMICA 8792-58, WINTER SKY, MATTE TEXTURE

PL-2 PLASTIC LAMINATE FORMICA

7223C-58, NEW WHITE, MATTE TEXTURE,

COLORCORE2

PL-1 PLASTIC LAMINATE FORMICA 5796-NG, GRAPHITE ELM, NATURAL GRAIN

SS-3 QUARTZ SURFACE

SILESTONE BY

COSENTINO

STYLE:SILESTONE BASIC

FINISH: POLISHED

COLOR: MARENGO

SS-2 QUARTZ SURFACE CAESARSTONE 1141 PURE WHITE

SS-1 QUARTZ SURFACE CAESARSTONE 5110 ALPINE MIST

P-8 ACCENT PAINT SHERWIN WILLIAMS SW9141, WATERLOO, EGGSHELL FINISH

P-7 ACCENT PAINT SHERWIN WILLIAMS

SW 9148 SMOKY AZURITE, EGGSHELL

FINISH

P-6 ACCENT PAINT SHERWIN WILLIAMS

SW 9147 FAVORITE JEANS, EGGSHELL

FINISH

P-5 ACCENT PAINT SHERWIN WILLIAMS

SW 9142 MOSCOW MIDNIGHT, EGGSHELL

FINISH

P-4 ACCENT PAINT SHERWIN WILLIAMS

SW 6250 GRANITE PEAK, EGGSHELL FINISH

& FLAT AT CEILINGS/SOFFITS.

P-3 ACCENT PAINT SHERWIN WILLIAMS

SW 9172 STUDIO CLAY, EGGSHELL FINISH

& FLAT AT CEILINGS/SOFFITS.

P-2 ACCENT PAINT SHERWIN WILLIAMS

SW 7643 PUSSYWILLOW, EGGSHELL FINISH

AT WALLS. EGGSHELL FINISH AT

RESTROOM CEILINGS ONLY.

P-1 GENERAL PAINT SHERWIN WILLIAMS

SW 7006 EXTRA WHITE, EGGSHELL FINISH

AT WALLS & FLAT AT CEILINGS/SOFFITS

PT-3

WALL TILE

(BREAKROOM)

EMSER

STYLE: ORNAMI

COLOR: WASHI

SIZE: 2" X 6"

GROUT: CUSTOM BUILDING PRODUCTS

GROUT COLOR: #645 STEEL BLUE

CONTACT: JUAN CAMARILLO

JUANCAMARILLO@EMSER.COM

PT-2

WALL TILE

(RESTROOMS)

DALTILE

STYLE: ARTCRAFTED AC23

COLOR: COCONUT

SIZE: 3" X 12"

GROUT: CUSTOM BUILDING PRODUCTS

GROUT COLOR: #643 WARM GRAY

CONTACT: MIRA CLUTTER

MIRA.CLUTTER@DALTILE.COM

PT-1

PORCELAIN TILE

(FLOOR TILE)

STONE SOURCE

STYLE: PAVIMENTI ARENA

COLOR: MATRIX CINDER

SIZE: 12" X 24"

INSTALLATION PATTERN: MONOLITHIC

GROUT: CUSTOM BUILDING PRODUCTS

GROUT COLOR: #335 WINTER GRAY

CONTACT: DAVID ALONZO

DALONZO@STONESOURCE.COM

SDT-1 STATIC DISSIPATIVE FLEXCO

STYLE: STATIC DISSIPATIVE (DISS)

COLOR: GRAY/DARK GRAY 42

SIZE: 24" X 24"

LVT-1 LUXURY VINYL TILE

MANNINGTON

COMMERCIAL

STYLE: GROOVE

COLOR: LONDON FOG C119

SIZE: 18" X 18"

CONTACT: JULIE KAESER...

LVP-1 LUXURY VINYL PLANK SHAWCONTRACT

STYLE: REPOSE 4089V

COLOR: CANOE 89103

SIZE: 7.13" X 48"

INSTALLATION PATTERN: STAGGER

CONTACT: TARA LOWMAN

TARA.LOWMAN@SHAWCONTRACT.COM

WD-1 WOOD JUNKERS

WOOD TYPE: OAK

COLOR: DRIFTWOOK GREY TEXTURED

SIZE: 20.5 X 140MM SOLID PLANK (3/4"

THICK)

INSTALLATION PATTERN: STAGGER...

UP-1 UPHOLSTERY

MOMENTUM

TEXTILES

PATTERN: CANTER EPU

COLOR: NIGHT

BACKING: POLYESTER

CONTACT: ELISE OZAWA

EOZAWA@MOMTEX.COM

C-2 ACCENT CARPET TILE PATCRAFT

STYLE: I0635 RUNNING STITCH

COLOR: 00570 BRAID

SIZE: 18" X 36"

INSTALLATION PATTERN: STAGGARD

CONTACT: SUE EWING

SUE.EWING@PATCRAFT.COM

C-1 GENERAL CARPET TILE SHAWCONTRACT

STYLE: ENCLAVE TILE 5T371

COLOR: STONE 71595

SIZE: 18" X 36"

INSTALLATION PATTERN: MONOLITHIC

CONTACT: TARA LOWMAN

TARA.LOWMAN@SHAWCONTRACT.COM

B-4 VINYL BASE TARKETT

4" HIGH VINYL BASE. COVE AT RESILIENT

FLOORING & STRAIGHT AT CARPET.

COLOR: MYSTIFY CG 469

B-3 VINYL BASE TARKETT

4" HIGH VINYL BASE. COVE AT RESILIENT

FLOORING & STRAIGHT AT CARPET.

COLOR: STORM CLOUD CG71

B-2 VINYL BASE TARKETT

4" HIGH VINYL BASE. COVE AT RESILIENT

FLOORING & STRAIGHT AT CARPET.

COLOR: HARVEST TIME CB VL1

B-1 VINYL BASE TARKETT

4" HIGH VINYL BASE. COVE AT RESILIENT

FLOORING & STRAIGHT AT CARPET.

COLOR: 460 COTTON W

TAG DESCRIPTION MANUF. NOTES

FINISHES SCHEDULE

A A d d e n d u m

A

/1 /2

A

7/

/2

TV

MW

T V

WDS

TVTV

TV

TV

T V

LED LEDLED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D

L E

D L

E D

L E

D L

E D

L E

D L

E D

L E

D L

E D

MW

W D

S

FEC

A A.3 A.7 B C D E.2 E.5 HD.2C.7 E F G

1.7

1.3

3.7

4.2

4.8

6.3

A4.01

A4.01

"F

U L

L T

IL

E

S

P-4

P-4

P-4

P-3

8' - 6"

ACP-1

8' - 0"

GYP-1

8' - 0"

GYP-1

8' - 0"

GYP-1

9' - 0"

GYP-1

8' - 0"

GYP-1

9' - 0"

ACT-1 TYP.

WD-1

BOARDROOM

WATER

SPECIMEN

STORAGE

EMERGENCY

SUPPLIES,

PPE

PLAN

STORAGE

HALLWAY

WOMENS

RESTROOM

MENS

RESTROOM

IDF

OPEN

OFFICE

OPEN

OFFICE

PLAN

CHECK

WORKSTATIONS

OPEN

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

137 CONFERENCE

OPEN

OFFICE

MAIN

ENTRY

WELLNESS

COPY

PRINT

RESTROOM

RESTROOM

OPEN

OFFICE

OPEN

OFFICE

OPEN

OFFICE

OPEN

OFFICE

CONSULT

PRIVATE

OFFICE

VITAL

STATS

ENTRY

RECEPTION

VITAL

STATS

STORAGE

EHS

ENTRY

RECEPTION

PLAN

CHECK

COUNTER

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

PRIVATE

OFFICE

BREAKROOM

HALLWAY

HALLWAY

HALLWAY

MEDIA

ROOM

CONSULT

HOTELING:FIELD

SUPPORT

6X6

COPY/

PRINT

BIRTH/DEATH

CERT.

STORAGE

(E) ELEC

(E) TELE

(E)

BLDG

STORAGE

(E) MAIN

ELEC

ROOM

(E) 1HR

RATED

STAIRS

#2

(E) 1HR

RATED

STAIRS

#1

(E) TELE

(E) ELEC

(E)

BLDG

STORAGE

COPY /

PRINT

02.06

02.06

16'-0"

8' - 0"

GYP-1

09.15

09.15

A9.10

A9.2207

A9.22

A9.22

A9.22

3'-8" 4"

(11) FULL TILES

22'-0" 4" 3'-8"

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

8' - 0"

GYP-1

A9.22

A9.22

A9.12

A9.12

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

A9.22

8' - 0"

GYP-1

9' - 0"

GYP-1

P-2

P-2

8' - 0"

GYP-1

8' - 6"

GYP-1

9' - 0"

ACT-1

8' - 6"

GYP-1

9' - 0"

ACT-1

WD-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

3' -4

A9.1005

A9.21

A9.21

A9.21

A9.21

A9.21

A9.21

CEILING TYPE, SEE ABOVE

EXIT SIGN

EXISTING(E)

9'-0"

XXX-1

CEILING HEIGHT, TYPICAL U.O.N.

ACP-1: ACOUSTICAL 2X2 CEILING TILE, SPEC: ACOUFELT,

COLLECTION: FRACTURE CEILING PANELS (PREMIER), DESIGN:

ORNAMENTAL, COLOR: ME03 METAL, 12MM,

GRID: ARMSTRONG, 2X2 PRELUDE 15/16" FLAT T-GRID, COLOR:

WHITE, SEE DETAIL

BORDER: ACOUFELT, COLOR: WINE BARREL WQ03. 1/2" THICK

REP CONTACT: JESSICA OSBORNE -

jessica.osborne@acoufelt.com, (619)925-2060

ACP-2: 2X2 ACOUSTICAL CEILING TILE (ABOVE SPECIALITY

BLADES): ARMSTRONG DUNE 2X2 9/16" BELVELED TEGULAR

EDGE.

SPECIALITY BLADES (CLIPPED BELOW DUNE TILES): TURF

DESIGNS, SWITCHBLADE, PROFILE TYPES: STANDARD 6" (B),

SHALLOW 2.5" (C), ORGANIC 6" (BF). CONNECTION: BOLT SLOT

FOR 9/16" SLOT FOR 9/16" SLOT TEE GRID, COLOR: LIGHT GREY

04. SEE RCP FOR DESIGN INTENT.

GRID: 2X2 ARMSTRONG SILHOUETTE XL 9/16" BOLT SLOT

SUSPENSION SYSTEM WITH 1/4" REVEAL, NOTE: 2X2 TILES TO

BE TIED INTO 2X4 SYSTEM IN ROOM. SEE DETAIL

REP CONTACT: SHERYL GAYESKI -

sgayeski@levellines.com, (630)258-4848

CEILING SEISMIC JOINT, SEE DETAIL

ACT-1: 2 X 4 ARMSTRONG SUSPENDED ACOUSTICAL

CEILING: CEILING TILE: DUNE 2x4 9/16" BEVELED TEGULAR

EDGE. GRID: SILHOUETTE XL 9/16" SUSPENSION SYSTEM

WITH 1/4" REVEAL WITH 4" AXIOM TRIM WITH VERTICAL

RISER AT ALL FLOATING OPEN OFFICE CLOUDS -COLOR:

BLIZZARD WHITE. SEE DETAIL

GYP-1: FRAMED GYPSUM BOARD CEILING,

MOISTURE-RESISTANT AT RESTROOMS. SEE DETAIL

CENTER DEVICES ON CLG TILE - TYP INCLUDED BUT NOT

LIMITED TO THE FOLLOWING: SPRINKLER, FIRE STROBE,

SPEAKERS, DAYLIGHT & OCCUPANCY SENSORS.

EQ EQ

E Q

E Q

HATCHED AREA INDICATS EXISTING SPACE TO REMAIN AND

NOT BE INCLUDED IN SCOPE OF WORK

FINISH SYMBOL

FINISH CODE - SEE FINISH SCHEDULE A2.21

/01 A9.21

/7 A9.10

/05 A9.21

OPEN CEILING: SEE GENERAL NOTE 7.

/01 A9.21

/01 A9.21

NOTE: SEE SHEET E6.10 FOR LIGHT FIXTURE SCHEDULE.

REFER TO ELECTRICAL.

1. REFER TO SPECIFICATIONS "G SERIES " FOR FINISH MATERIAL

PERFORMANCE AND EXECUTION OF W ORK. SEE FINISH SCHEDULE ON SHEET

A2.21 FOR MATERIALS.

2. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTORS ARE

RESPONSIBLE FOR ALL INFORMATION FOUND ON BOTH THIS SHEET AND THE

ELECTRICAL NOTES.

3. CEILING: THE DESIGN AND INSTALLATION OF NEW SUSPENDED SEISMIC

CEILING GRID TO BE IN ACCORDANCE WITH ASCE 7-05. SEE DETAILS ON

A9.21.

4. CEILING PENETRATIONS: WHERE PENETRATIONS OCCUR AT NEW SEISMIC

CEILING LOCATIONS, PROVIDE OVERSIZED RING. SLEEVE, OR ADAPTER

THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST

ONE INCH IN ALL HORIZONTAL DIRECTIONS, SEE DETAIL

5. CEILING: ALL ACCESS PANEL(S) IN GYP. BD. CEILING TO BE FLUSH,

FRAMELESS, MUD-IN FIBERGLASS CEILING ACCESS PANELS, U.O.N. PAINT TO

MATCH CEILING. CONFIRM LAYOUT/LOCATION W ITH ARCHITECT PRIOR TO

INSTALLATION. SEE DETAIL

6. CEILING: CABLE TRAY, ELECTRICAL CONDUIT, AND CABLING SHALL BE

SUPPORTED INDEPENDENTLY OF THE CEILING. CABLE MANAGEMENT IN

EXPOSED CEILINGS SHALL BE BUNDLED, SLEEVED, & LOCATED ABOVE THE

CEILING CLOUDS.

7. CEILING: WHERE INDICATED ON CEILING PLAN, EXPOSED TO STRUCTURE

ABOVE SCOPE INCLUDES PREPARING ALL EXPOSED SURFACES (ALL

EXPOSED DUCTWORK, PIPING, CONDUIT, CABLE TRAYS, BACKBOXES, ETC.)

FOR PAINT. PROVIDE WALL MOUNTED DIFFUSERS WERE POSSIBLE, OR SIDE

MOUNTED DIFFUSERS AT SPIRAL RIGID DUCT WHERE REQUIRED. DIFFUSERS

AND DUCTS TO BE PAINTED, COLOR: P-1. REFER TO FINISH PLAN ON SHEETS

FOR FULL SPECIFICATION.

8. CEILING: CONFIRM CEILING HEIGHTS AS INDICATED ON PLANS ARE

ACHIEVABLE WITH EXISTING FIELD CONDITIONS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

9. CEILING: ACT-1 HEIGHT IS SET AT 9'-0" U.O.N.

10. CEILING: COORDINATE MAIN RUNNER WITH RECESSED LINEAR LIGHT

FIXTURE LOCATIONS.

11. HVAC: REFER TO MECHANICAL DRAWINGS FOR ALL DIFFUSER LOCATIONS,

DUCTWORK. THERMOSTATS AND EQUIPMENT.

12. HVAC:…