Demolition_Permit_B25-04335-Approved.pdf

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC

ACT ACOUSTIC CEILING TILE

APC ACOUSTIC PANEL CEILING

AWP ACOUSTIC WALL PANEL

AWT ACOUSTIC WALL TREATMENT

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT. ALTERNATE

AL ALUMINUM

AB ANCHOR BOLT

APPROX. APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

A/V AUDIO-VISUAL

B BASEMENT

BALC BALCONY

BATH BATHROOM

BM BEAM

BR BEDROOM

BMRK BENCHMARK

BLK BLOCK/BLOCKING

BD BOARD

BKSH BOOKSHELVES

BOT BOTTOM

BRKT BRACKET

BC BROOM CLOSET

BLDG BUILDING

BLT-IN BUILT IN

BUR BUILT-UP ROOFING

BOS BOTTOM OF SLAB

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CA CLEAR ANODIZED

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CBP COMPOSITE BUILDING PANEL

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

COP COPPER

CG CORNER GUARD

CORR CORRIDOR

CTR COUNTER

CSMS COUNTERSUNK METAL SCREW

CSWS COUNTERSUNK WOOD SCREW

CRS COURSES

CC CUBICLE CURTAIN

CM CENTIMETER

DL DEAD LOAD

DE DUAL EGRESS

DEMO DEMOLISH / DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DO DITTO

DR DOOR

DH DOUBLE HUNG

DN DOWN

DS DOWN SPOUT

D DRAIN

DWR DRAWER

DWG DRAWING

DWGS DRAWINGS

DF DRINKING FOUNTAIN

DUP DUPLICATOR

DOP DISPERSED OIL PARTICULATE

(E) EXISTING

EXIST EXISTING

ETR EXISTING TO REMAIN

EA EACH

E EAST

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMEGENCY

EG END GUARD

ENGR ENGINEER

EQUIP EQUIPMENT

EQPT EQUIPMENT

EXP EXPANSION

EB EXPANSION BOLT

EJ EXPANSION JOINT

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

FF FINISH FLOOR

FWC FABRIC WALL COVERING

FWS FABRIC WALL SYSTEM

FT FEET / FOOT

FG FINISH GRADE

FV FIELD VERIFY

FIN FINISH

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FP FIRE PROOFING

FRP FIBERGLASS REINFORCED PANEL

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FL FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRMG FRAMING

FURN FURNACE

FTDF FIRE TREATED DOUGLAS FIR

FOF FACE OF FINISH

FOS FACE OF STUD

FLS FIRE LIFE SAFETY

GA GAGE

GALV GALVANIZED

GI GALVANIZED IRON

GEN GENERATOR

GL GLASS

GLB GLASS BLOCK

GB GRAB BAR

GR GRADE

GT GRANITE TILE

GFI GROUND FAULT CIRCUIT INTERRUPT

GUTT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

HR HAND RAIL

HDW HARDWIRE

HD WD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

HT HEIGHT

HPAC HIGH PERMORMANCE

ARHICTECTURAL COATING

HP HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HC HOT AND COLD

HO HOLD-OPEN

HSS HOLLOW STEEL SECTION

IN INCH / INCHES

INFO INFORMATION

ID INSIDE DIAMETER

INS INSULATED

INSUL INSULATION

IR INTEGRAL RESILIENT BASE

INT INTERIOR

ILSM INTERIM LIFE SAFETY MEASURE

JAN JANITOR

JT JOINT

JST JOIST

KG KILOGRAM

KD KNOCK-DOWN FRAME

LL LIVE LOAD

LAB LABORATORY

LAV LAVATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LT LIGHT

LTWT LIGHT WEIGHT

LB POUNDS

LIN. DIFF. LINEAR DIFFUSER

LP LOW POINT

LLV LONG LEG VERTICAL

LVT LUXURY VINYL TILE

M METER

MM MILLIMETER

MACH MACHINE

MAT MATERIAL

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MT MARBLE TILE

MK MARK

MB MARKER BOARD

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

MECH MECHANICAL

MC MEDICINE CHEST

MEMB MEMBRANE

MTL METAL

MFTSM MINERAL-FILLED THERMOPLASTIC

SURFACING MATERIAL

MDF MEDIUM DENSITY FIBERBOARD

MHO MAGNETIC HOLD-OPEN

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

(N) NEW

N NORTH

N/A NOT APPLICABLE

NF NATURAL FINISH

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OF/OI OWNER FURNISHED /

OWNER INSTALLED

OF/CI OWNER FURNISHED /

CONTRACOTR INSTALLED

OFF OFFICE

OC ON CENTER

OA OUTSIDE AIR

OPP OPPOSITE

OH OPPOSITE HAND

ORCH ORCHESTRA

OP ORNAMENTAL PAINT

OPL ORNAMENTAL PLASTER

OD OUTSIDE DIAMETER

P PAINT

PL PLATE

PNL PANEL

PLAM PLASTIC LAMINATE

PTC PEDESTRIAN TRAFFIC COATING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB PREFABRICATED

PERF PERFORATED

PLUMB PLUMBING

QTY QUANTITY

QT QUARRY TILE

RAD RADIUS

RDWD REDWOOD

REF REFRIGERATOR

REINF REINFORCED

REBAR REINFORCING BAR

REV REVISION

RO ROUGH OPENING

RM ROOM

RA RETURN AIR

RD ROOF DRAIN

RS RESILIENT SHEET FLOORING

REQ REQUIRED

SS STAINLESS STEEL

SMS SHEET METAL SCREW

SC SOLID CORE

SCH SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SLV SHORT LEG VERTICAL

SPR SINGLE PLY ROOFING

SL GL DR SLIDING GLASS DOOR

SP SOLID POLYMER

SAP SOUND ABSORTIVE PANEL

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

S&V STAIN AND VARNISH

STD STANDARD

STL STEEL

STLC STEEL CHANNEL

SEJ SEISMIC JOINT

SJ STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

$ SWITCH

S SOUTH

SYM SYMMETRICAL

SIM SIMILAR

TBD TO BE DETERMINED

TB TACKBOARD

TELE TELEPHONE

TV TELEVISION

TG TEMPERED GLASS

TEMP TEMPORARY

TLT TOILET

TOS TOP OF SLAB

TO TOP OF

TYP TYPICAL

U/S UNDERSIDE

UC UNDER CABINET

UNFIN UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

VF/VI VENDOR FURNISHED /

VENDOR INSTALLED

VF/CI VENDOR FURNISHED /

CONTRACTOR INSTALLED

VAC VACUUM

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WASH CLOSET

WD WOOD

WT WEIGHT

WP WATER PROOF

WRB WATER RESISTANT CEMENT BOARD

WWF WELDED WIRE FRAME

WWM WELDED WIRE MESH

WF WIDE FLANGE

W WEST

WD WOOD

YD YARD

ROOM NAME / NUMBER /

AREA

EXISTING PARTITION / WALL

DEMO PARTITION / WALL

NEW PARTITION / WALL

EXISTING DOOR

NEW DOOR

DOOR TAG

WINDOW TAG

KEYNOTE

WALL TYPE TAG

INTERIOR ELEVATION VIEW

DETAIL CALLOUT

DETAIL CUT

WALL SECTION CUT

ROOM NAME

ROOM NUMBER

CEILING HEIGHT

ROOM FINISHES CODE

ROOM AREA

ROOM NAME

150 SF

4501.1

A101

OFFICE

CV-001

996 SF

RF-1 RB-1 P-1 GYP

PL-1

A6.01

A101

A101

SIM

W1

N

W

S

E

A101

8'-0"

FINISH MATERIAL TAG

EQUIPMENT TYPE TAG

CEILING HEIGHT TAG

GRID COLUMN

CENTER LINE

REVISION TAG

ALIGN ARROW SYMBOL

EXIT SIGN ANNOTATION SYMBOL

SPOT ELEVATION

NORTH ARROW

VIEW NAME

REFERENCE SHEET

FLOOR-LEVEL EXIT SIGN PER

CBC 2022 1013.7 MOUNTED 6-8"

AFF TO INDICATE THE PATH OF

EXIT TRAVEL IN GROUP 'A'

CORRIDOR. APPLY TO DOOR OR

CLOSEST EDGE OF SIGN WITHIN

4" OF THE DOOR FRAME

EXIT

10'-0"

A

2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)

2022 CALIFORNIA BUILDING CODE (CBC)

2022 CALIFORNIA ELECTRICAL CODE (CEC)

2022 CALIFORNIA MECHANICAL CODE (CMC)

2022 CALIFORNIA PLUMBING CODE (CPC)

2022 CALIFORNIA FIRE CODE (CFC)

2022 CALIFORNIA ENERGY CODE

2010 ADA STANDARDS

2022 GREEN STANDARD CODE

2022 GREEN STANDARD CODE

UNDERWRITERS LABORATORY (UL)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

AMERICAN SOCIETY FOR MECHANICAL ENGINEERS (ASME)

SHEET METAL AND AIR CONDITIONING CONTRACTOR'S

NATIONAL ASSOCIATION (SMACNA)

FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARD REFER TO

2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE

CHAPTER 80

SEE CALIFORNIA BUILDING CODE, CHAPTER 35 FOR STATE OF

CALIFORNIA AMENDMENTS TO NFPA STANDARD

PROJECT ADDRESS:

725 S. MAIN ST.,

CORONA, CA 92882

N

W

S

E

FREEWAY 91

W. G

RAND BLVD.

S

M A

IN

S

T

F R E E W

A Y

W. 6TH ST.

W. 9TH ST.

STRUCTURAL ENGINEER OF RECORD

SAID HILMY

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 116

MECHANICAL/PLUMBING/FIRE SPRINKLER

ENGINEER OF RECORD

DARREN SMITH

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 454

ELECTRICAL ENGINEER OF RECORD

STEVEN COLLINS

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 325

OWNER: CITY OF CORONA

JOEL BELDING

IDS GROUP INC.

400 S VICENTIA AVE

CORONA, CALIFORNIA 92882

PHONE: 951-736-2297

E-MAIL:

JOEL.BELDING@CORONACA.GOV

PROJECT MANAGER

AMIT BHARGAVA

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 158

EMAIL: AMIT.BHARGAVA@IDSGI.COM

ARCHITECT OF RECORD

JOHN SILBER

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PHONE: 949-387-8500 EXT 154

THE CONSTRUCTION DOCUMENT PACKAGE INCLUDES, BUT ARE NOT LIMITED TO THE FOLLOWING SCOPE:

- DEMOLITION OF NON-STRUCTURAL INTERIOR WALLS, CEILINGS, PLUMBING FIXTURES, LIGHT FIXTURES, ELECTRICAL EQUIPMENT, AND

PIPING ON THE FIRST AND MEZZANINE FLOORS

- DEMOLITION OF MEZZANINE LEVEL IN ITS ENTIRETY

- DEMOLITION OF INTERIOR MECHANICAL UNITS/EQUIPMENT, PIPES, DUCT WORK, SUPPORTS, AND ACCESSORIES RELATED TO THE HVAC

SYSTEM ON THE FIRST AND MEZZANINE FLOORS

NOTE:

OWNER TO PROVIDE LEAD AND ASBESTOS INSPECTION REPORTS. ITEMS IDENTIFIED BY POSITIVE TESTING BUT INDICATED TO REMAIN ARE TO BE UNDISTURBED. FOR ANY SUCH ITEMS THAT ARE INDICATED FOR REFINISHING, PATCHING, RELOCATION, PAINTING, ETC: DO NOT SAND

OR DISTURB AFFECTED SURFACES / MATERIALS.

ASBESTOS/LEAD ABATEMENT: CONTRACTOR TO NOTE ASBESTOS & LEAD MATERIALS EXISTING

ONSITE. ABATEMENT IS REQUIRED WHERE THESE MATERIALS ARE IMPACTED BY WORK. CONTRACTOR TO ASSUME ALL COSTS REQUIRED TO ABATE ASBESTOS AND LEAD CONTAINING MATERIALS DISTURBED TO COMPLETE THE WORK, WHETHER OR NOT IT IS

SPECIFICALLY IDENTIFIED HEREIN.

GENERAL

G.001 COVER SHEET

G.003 GENERAL NOTES

ARCHITECTURAL DRAWINGS

A.111 FIRST FLOOR PLAN - DEMO

A.112 FIRST FLOOR REFLECTED CEILING PLAN - DEMO

A.121 MEZZANINE FLOOR PLAN AND RCP - DEMO

A.131 ROOF PLAN - DEMO

PROJECT LOCATION: 725 S MAIN ST, CORONA, CA 92882

A.P.N.: 117191011

CONSTRUCTION TYPE: (E) III-B

OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M

NUMBER OF STORIES: 1-STORY

SPRINKLED: YES

ZONE: D (DOWNTOWN) WITHIN THE DOWNTOWN CORONA

REVITALIZATION SPECIFIC PLAN

GENERAL PLAN: MUD (MIXED USED DOWNTOWN)

AREA:

1ST FLOOR: EXISTING 25,000 S.F. + ADDITION 1,950 S.F. = 26,950 S.F.

TOTAL CORE AND SHELL IMPROVEMENT 26,950 S.F

FINAL DESIGN, CONSTRUCTION DRAWINGS, AND AHJ SUBMITTALS FOR THE FOLLOWING TO BE DEFERRED. GC TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR COMMENT AND/OR APPROVAL PRIOR TO AHJ ISSUANCE. BASIS OF DESIGN DRAWINGS ARE INCLUDED IN THIS SET.

1. FIRE ALARM SYSTEM DEMOLITION AND MODIFICATIONS

2. FIRE SPRINKLER DEMOLITION AND MODIFICATIONS

IDS

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2023

UNLESS OTHERWISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE

DRAWINGS, WITHOUT THE WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

CLIENT

SHEET TITLE

SHEET NUMBER

APPROVAL STAMP

P L

A N

C H

E C

K S

U B

M

IT

T A

L

ID

S

G R

O U

P

F

IL

E L

O C

A T

IO

N

P

L O

T D

A T

E

U S

E R

400 S VICENTIA AVE, CORONA, CA 92882

DEMOLITION

PERMIT FOR

CORONA SOUTH

MALL

BUILDING "B"

725 S MAIN ST,

CORONA, CA 92882

PLAN CHECK SUBMITTAL 12/08/25

YY

MM

AB/JM

T E

HE D A R C

I

T

I A

R

A L I FO F C

O

N

CC

E N

L

S T

E

A T

I

S E

J

OJ

N H

O

S

R E

BLISHP

No. C 15573

REN. 7-31-27

DATEDESCRIPTIONREV.

2 BACK CHECK SUBMITTAL 01/19/26

C U se rs

\P a tr ic k .m o b in i\D o cu m e n ts \2

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A rc h

B L D

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P

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G.001

COVER SHEET

24X084.01

K D

ABBREVIATIONS

SYMBOLS LEGEND

APPLICABLE CODES

VICINITY MAP

DEMOLITION PERMIT FOR CORONA SOUTH MALL

BUILDING "B"

725 S. MAIN ST., CORONA, CA 92882

PLAN CHECK SUBMITTAL

ISSUE: 01/19/26

PROJECT TEAM

PROJECT DESCRIPTION - DEMO

SHEET INDEX - DEMO

PROJECT DATA

DEFERRED SUBMITTALS

2/11/2026

B25-04335

Jasmine Garcia

_________________________Date:________ Javier Luna, P.E

City Engineer

Approved for Construction by:

Docusign Envelope ID: 59DF7FA3-B809-8D6D-80A0-5085F9670382

10/15/2026

CONTRACTOR OBLIGATIONS

1. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING

PERMITS PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL INSURE THAT ALL WORK IS DONE IN A PROFESSIONAL WORK-MAN-LIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY NEW AND/OR EXISTING MATERIALS OR

ITEMS INDICATED TO REMAIN DAMAGED BY ANY CAUSE DURING CONSTRUCTION.

3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL, PRIOR TO THE SUBMISSION OF HIS BID OR PERFORMANCE OF WORK, NOTIFY THE OWNER OF ANY WORK CALLED OUT ON THE DRAWINGS OR IN THE SPECIFICATIONS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED OR WARRANTED FROM

DEFECTIVE WORKMANSHIP OR MATERIAL DEFECTS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTIONS TO THE DETAIL. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND CURRENT

TRADE PRACTICE AND SHALL BE INCLUDED AS PART OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHES AT POINT OF CONNECTIONS FOR ALL WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL) FINISHES WILL MATCH THOSE SPECIFIED OR EXISTING IN LINE, TEXTURE AND FINISH. SPOT PAINTING IS NOT ACCEPTABLE. NEW

FINISHES SHALL BE FROM CORNER TO CORNER, FLOOR TO CEILING, ETC.

6. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. WHERE

EXISTING MATERIALS ARE INDICATED TO BE SALVAGED, CONTRACTOR SHALL INVENTORY, CLEAN,BOX PROTECT, AND STORE ITEMS FOR REUSE ON THE PROJECT. ITEMS NOT REUSED SHALL BE RETURNED

TO OWNER.

7. COORDINATION: THE GENERAL AND EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION AND COORDINATION WITH OTHER SUB CONTRACTORS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL BUILDING ELEMENTS. THEIR REQUIRED OPENINGS CLEARANCES

SUPPORT SYSTEMS ARE ALL INTERCONNECTED AND COORDINATED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR BEING AWARE OF ALL CONDITIONS THAT AFFECT THEIR WORK. NOTIFY OWNER, IN WRITING, WITHIN 3

WORKING DAYS OF AWARD OF CONTRACT, OF THE PROPOSED DELIVERY SCHEDULE, OF ANY

EQUIPMENT, FINISHES OR MATERIAL, FOR WHICH THAT SCHEDULE WILL PREVENT THE INSTALLATION

FROM BEING COMPLETED AT THE TIME OF THE SCHEDULED PROJECT COMPLETION.

COORDINATION OF WORK:

• THE CONTRACTORS SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS SIZES AND

POSITIONS OF ALL SYSTEMS, EQUIPMENT, MOUNTING, AND ATTACHMENTS RELATING TO THE

WORK.

• THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL DIMENSIONS SIZES AND POSITIONS OF

OPENINGS IN SLABS AND WALLS NECESSARY TO THE INSTALLATION OF THE WORK.

• ALL EQUIPMENT, CONTROLS AND TERMINATIONS SHALL BE POSITIONED FOR SAFE, DIRECT AND

EASY ACCESS.

• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL

DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE

ARCHITECT'S AND THE ENGINEER'S DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A

CONFLICT, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO

INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL

DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL

EXPENSE TO THE OWNER OR ARCHITECT.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. THE DRAWINGS SHALL NOT BE

SCALED.

10. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED IN WRITING FOR CLARIFICATION.

11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT.

12. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL PADS

AND BASES AS WELL AS POWER OR WATER AND DRAIN INSTALLATIONS WITH EQUIPMENT

MANUFACTURERS BEFORE PROCEEDING WITH WORK. CHANGES TO ACCOMMODATE FIELD

CONDITIONS OR SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER.

EXITS

1. EXIT DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SWINGING TYPE. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN THE AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR

MORE.

2. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY

SPECIAL KNOWLEDGE OR EFFORT. NOTE ALSO THAT FLUSH BOLTS OR SURFACE BOLTS ARE

PROHIBITED.

3. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS OF ROOMS, CORRIDORS, STAIRWAYS, HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS.

4. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE

NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS IN COMPLIANCE WITH THE CODE OF

JURISDICTION.

5. EGRESS DOORS SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. FORCE. THE DOOR SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT EXCEEDING 15 LBS IS APPLIED

TO THE LATCH SIDE.

6. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP 'A' OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE (CBC 1008.1.9).

7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A

MAX. 48" A.F.F.

8. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAT 90min IN DURATION. IN CASE OF PRIMARY POWER LOSS (CBC 1011.2 - 1011.5.3)

9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES

THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

THERMAL ENVELOPE NOTES

1. DURING CONSTRUCTION OF THIS SCOPE OF WORK, CONTRACTORS MUST COMPLY AS APPLICABLE

TO CCR TITLE 24 CALIFORNIA FIRE CODE CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND

DEMOLITION.

2. ENSURE EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL RECEIVE TRAINING IF

ALTERNATIVE EXITS MUST BE DESIGNATED. BUILDING/AREAS UNDER CONSTRUCTION MUST

MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS AT ALL TIMES. MEANS OF EGRESS IN

CONSTRUCTION AREAS ARE INSPECTED DAILY.

3. FIRE ALARM, DETECTION & SUPPRESSION SYSTEMS ARE NOT TO BE IMPAIRED. A TEMPORARY BUT

EQUIVALENT SYSTEM SHALL BE PROVIDED WHEN ANY FIRE SYSTEM IS IMPAIRED. TEMPORARY

SYSTEMS MUST BE INSPECTED AND TESTED MONTHLY.

4. PROVIDE ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE TRAINED PERSONNEL. CONTRACTOR TO

TRAIN STAFF ON LOCATION OF AFS SHUT OFF VALVES SERVING PROJECT AREA.

5. SMOKING SHALL BE PROHIBITED AT ALL TIMES, IN OR ADJACENT TO ALL CONSTRUCTION AREAS. NO

SMOKING ON STATION.

6. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL PRACTICES THAT

REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE LOWEST LEVEL

NECESSARY FOR DAILY OPERATIONS COMPLY WITH CHAPTER 33 FIRE SAFETY DURING

CONSTRUCTION.

7. INCREASE SURVEILLANCE OF BUILDINGS, AND EQUIPMENT WITH SPECIAL ATTENTION TO

EXCAVATIONS, CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELD OFFICES.

8. CONDUCT ORGANIZATION-WIDE SAFETY EDUCATION PROGRAMS TO ENSURE AWARENESS OF ANY LIFE SAFETY CODE DEFICIENCIES, CONSTRUCTION HAZARDS AND INTERIM LIFE SAFETY MEASURES.

9. PROVIDE TEMPORARY DIRECTIONAL SIGNAGE APPROVED BY VETERANS AFFAIRS PROJECT

MANAGER.

GENERAL

THESE PLANS ARE THE PROPERTY OF IDS GROUP INC., AND ARE NOT TO BE USED FOR ANY OTHER

THAN THE LOCATION SHOWN HEREON.

1. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF

THE ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON.

2. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING

UNLESS OTHERWISE NOTED.

3. ALL LEVELS REFERENCE POINTS ARE TAKEN FROM TOP OF SHEATHING OR TOP OF CONC.

SLAB/COMBO DECKING. DIMENSIONS ON ELEVATIONS, SECTIONS AND WALL SECTIONS ARE

REFERENCED TO THESE POINTS, UNLESS NOTED.

4. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL. REQUEST FOR

SUBSTITUTIONS SHALL BE IN ACCORDANCE WITH SECTION XXXX OF SPECIFICATIONS.

• THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

• ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION

SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.

CODES

CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF CALIFORNIA BUILDING CODE, ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT

SHALL GOVERN.

PERMIT

1. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE,USING SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36'-0" IN HEIGHT, REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

( 1PC.B.9 )

2. A SEPARATE INTERIOR IMPROVEMENT PERMIT IS REQUIRED FOR ANY TENANT IMPROVEMENT IN

THIS BUILDING.

3. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION FENCE OR

CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. PROTECTION OF PEDESTRIANS DURING

CONSTRUCTION SHALL BE PROVIDED PER C.B.C. SECTION 3303.

4. ALL ROOMS ARE REQUIRED TO BE MARKED WITH APPROVED SIGNAGE.

5. OBTAIN PERMIT FROM CITY ENGINEER PRIOR TO DOING ANY SIDEWALK AND CURB WORK.

6. SEPARATE PERMITS SHALL BE OBTAINED FOR SIGNS, FENCES, TRASH ENCLOSURES, RETAINING

WALLS, PLANTERS, AND POOLS.

7. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ** REFER TO SHEET G-002 FOR LIST

OF DEFERRED SUBMITTALS.

METAL WORK

1. ALL METAL FRAMING MEMBERS SHALL BE ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED

WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.

2. CONTACT BETWEEN DISSIMILAR METAL SHALL BE PROTECTED.

WOOD WORK INCLUDING METAL STUDS

1. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED

FLUSH.

2. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT

AS REQUIRED.

3. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR

PERIMETER WALLS

DOORS

1. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING, SELF-LATCHING ASSEMBLIES WITH SMOKE AND DRAFT SEALS AT HEAD AND JAMBS. DOOR ASSEMBLY RATINGS SHALL BE AS INDICATED

ON DOOR SCHEDULE. HOLD OPEN DEVICES ON RATED ASSEMBLIES SHALL BE MAGNETICALLY

OPERATED AND ACTIVATED BY SMOKE DETECTORS.

2. DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS, ECT., SHALL BE TAKEN OFF THE DOOR. DOORS AND FRAMES SHALL BE REINFORCED WHERE

REQUIRED FOR CLOSERS, STOPS, AND HARDWARE.

3. AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED BY THE FOLLOWING:

a. ALL DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE AT THE HEAD AND SILL.

b. DOORS MOUNTED ON EITHER THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL SHALL HAVE A

MINIMUM 1/2" LAP AT EACH JAMB.

c. DOORS REQUIRING VERTICAL TRACK OR GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE, SEALED IN ACCORDANCE WITH "G" LISTED HERE.

d. DOORS MOUNTED BETWEEN THE JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH

JAMB.

e. MEETING RAILS OR SECTION DOORS AND MEETING STILES OR RAILS OR BI-PARTING DOORS

SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE.

f. SWINGING DOORS SHALL BE WEATHER STRIPPED AT THE HEAD, SILL AND JAMBS.

g. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND

FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF

UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND ALL OTHER OPENINGS IN THE

EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, CASKETED, OR WEATHER STRIPPED TO

CREATE AN AIRTIGHT ASSEMBLY.

CONTRACTOR OBLIGATIONS FOR MITIGATION MONITORING AND REPORTING PROGRAM

1. THE CONTRACTOR SHALL INSTALL A VISUAL BARRIER (E.G., GREEN MESH FABRIC) ALONG THE PERIMETER OF CONSTRUCTION SITES FOR VERTICAL CONSTRUCTION PROJECTS. THIS REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY

DEVELOPMENT DEPARTMENT PRIOR TO SITE WORK.

2. DUST CONTROL. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH SCAQMD RULES 402 AND 403, WHICH SHALL ASSIST IN REDUCING SHORT-TERM AIR POLLUTANT EMISSIONS. SCAQMD RULE 402 REQUIRES THAT AIR POLLUTANT EMISSIONS NOT BE A NUISANCE OFF SITE. SCAQMD RULE 403 (TABLES 1, 2, AND 3 OF RULE 403) REQUIRES THAT FUGITIVE DUST BE CONTROLLED WITH THE BEST AVAILABLE CONTROL MEASURES SO THAT THE PRESENCE OF SUCH DUST DOES NOT REMAIN VISIBLE IN THE ATMOSPHERE BEYOND THE PROPERTY LINE OF THE EMISSION SOURCE. THIS REQUIREMENT SHALL RESUBMITTED TO

ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT

DEPARTMENT PRIOR TO SITE WORK.

3. ARCHITECTURAL COATINGS SHALL BE SELECTED SO THAT THE VOC CONTENT OF THE COATINGS IS COMPLIANT WITH SCAQMD RULE 1113. THIS REQUIREMENT SHALL RESUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO

COATING WORK.

4. CONTRACTOR TO REDUCE PROJECT CONSTRUCTION AIR QUALITY IMPACTS DURING CONSTRUCTION.

THE FOLLOWING SHALL BE IMPLEMENTED BY CONTRACTOR DURING CONSTRUCTION:

a. WATER ACTIVE SITES AT LEAST TWICE DAILY;• APPLY WATER THREE TIMES DAILY, OR NON-TOXIC SOIL

STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS, TO ALL UNPAVED PARKING OR

STAGING AREAS OR UNPAVED ROAD SURFACES;

b. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED;• PAVE ROAD AND ROAD SHOULDERS;• INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT THE CONSTRUCTION SITE ONTO PAVED ROADS OR WASH OFF TRUCKS AND ANY EQUIPMENT LEAVING THE

SITE EACH TRIP;

c. APPLY NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS TO ALL INACTIVE CONSTRUCTION AREAS (PREVIOUSLY GRADED AREAS INACTIVE FOR TEN DAYS OR MORE);•

SUSPEND ALL EXCAVATING AND GRADING OPERATIONS WHEN WIND SPEEDS(AS INSTANTANEOUS

GUSTS) EXCEED 25 MILES PER HOUR;

d. SWEEP STREETS AT THE END OF THE DAY IF VISIBLE SOIL IS CARRIED ONTO ADJACENT PUBLIC PAVED

ROADS;

e. APPOINT A CONSTRUCTION RELATIONS OFFICER TO ACT AS A COMMUNITY LIAISON CONCERNING ON- SITE CONSTRUCTION ACTIVITY, INCLUDING RESOLUTION OF ISSUES RELATED TO PM10 GENERATION;

AND• REQUIRE ALL VEHICLES AND EQUIPMENT TO BE PROPERLY TUNED AND MAINTAINED ACCORDING

TO MANUFACTURERS' SPECIFICATIONS.

5. NOISE GENERATING: PROJECT CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BETWEEN THE HOURS OF 7:00 AM AND 8:00 PM ON ANY DAY, AND ARE NOT PERMITTED ON SUNDAYS OR A CITY-RECOGNIZED HOLIDAY. THIS REQUIREMENT IS IDENTIFIED IN SECTION 15.90.050 OF THE CITY OF SANTA ANA NOISE

ORDINANCE.

6. CONTRACTOR TO INSTALL WINDOW ASSEMBLIES THAT ARE TESTED AND CERTIFIED TO PREVENT THE INTRUSION OF EXTERIOR NOISE SO THAT THE INTERIOR NOISE LEVEL WITH WINDOWS CLOSED, ATTRIBUTABLE TO EXTERIOR SOURCES, SHALL NOT EXCEED 45 DBA CNEL IN ANY HABITABLE ROOM. THIS

REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL.

7. CONTRACTOR TO SUBMIT EVIDENCE TO THE ARCHITECT AND OWNER THAT THE FOLLOWING NOISE REDUCTION MEASURES AS STATED ON THE CONSTRUCTION PLANS AND SPECIFICATIONS ARE BEING

IMPLEMENTED:

a. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO HAUL ROUTES ESTABLISHED BY THE CITY OF SANTA

ANA.

b. STATIONARY EQUIPMENT (SUCH AS GENERATORS AND AIR COMPRESSORS) SHALL BE LOCATED AS FAR

FROM RESIDENCES, INCLUDING HOTEL ROOMS, AS FEASIBLE.

c. EQUIPMENT MAINTENANCE AND STAGING AREAS SHALL BE LOCATED AS FAR AWAY FROM RESIDENCES

AS FEASIBLE.

d. CONSTRUCTION EQUIPMENT SHALL BE FITTED WITH MANUFACTURER'S STANDARD, OR BETTER, NOISE-

SHIELDING AND MUFFLING DEVICES TO REDUCE NOISE LEVELS TO THE MAXIMUM EXTENT FEASIBLE.

e. THE PROJECT OWNER/DEVELOPER SHALL DESIGNATE A CONSTRUCTION COMPLAINT MANAGER FOR

THE PROJECT. A TELEPHONE CONTACT NUMBER SHALL BE CLEARLY POSTED AT ALL ACTIVE ACCESS

POINTS.

CUTTING AND PATCHING

1. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE OWNERS AND THE ARCHITECT.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, PATCHING, AND FIRE SAFING METHODS REQUIRED TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

a. UNCOVERED PORTIONS OF THE WORK USED TO PROVIDE FOR INSTALLATION OF UNSCHEDULED WORK.

b. REMOVE AND REPLACE DEFECTIVE WORK.

c. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS.

d. PROVIDE ROUTINE PENETRATIONS OF NON-STRUCTURAL SURFACES FOR INSTALLATION OF PIPING AND

ELECTRICAL CONDUIT.

e. REMOVE EXISTING WORK INDICATED IN THE DOCUMENTS AND AS MAY BE REQUIRED TO PERMIT THE

PROPER INSTALLATION OF NEW WORK THAT FORMS PART OF HIS CONTRACT. ALL CUTTING,REPAIRING

AND/OR PATCHING NECESSARY IN CONNECTION WITH SUCH REMOVALS SHALL BE DONE WITHOUT

EXTRA CHARGE, WHETHER OR NOT EVERY ITEM MAY BE SPECIFICALLY DESCRIBED.

3. PROCEDURES FOR NON-STRUCTURAL CUTTING AND PATCHING:

a. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE

INTEGRITY OF THE AFFECTED PORTION OF THE WORK.

b. PROVIDE DEVICES AND METHODS TO PROTECT OTHER PORTIONS OF THE PROJECT FROM DAMAGE.

c. PROVIDE PROTECTION FROM THE ELEMENTS FOR THAT PORTION OF THE PROJECT WHICH MAY BE

EXPOSED BY CUTTING AND PATCHING WORK.

d. EXECUTE CUTTING BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER WORK, AND WILL PROVIDE

PROPER SURFACES TO RECEIVE INSTALLATION OR REPAIRS.

e. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE A FINISHED INSTALLATION TO COMPLY

WITH SPECIFIED PRODUCTS, FUNCTIONS, TOLERANCES AND FINISHES, AND MANUFACTURER'S

CRITERIA.

f. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW PRODUCTS TO PROVIDE

COMPLETE WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

g. REFINISH ENTIRE SURFACE AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT

FINISHES.

DEMOLITION

1. CONTRACTOR SHALL PROVIDE A "DISCOVERY PROCESS" TO IDENTIFY POTENTIAL COMPLICATIONS

WITHIN THE SCOPE OF WORK, PRIOR TO ANY DEMOLITION.

2. INTEGRITY OF EXISTING CONCRETE FLOOR (ABOVE AND BELOW) SHALL REMAIN INTACT.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ESPECIALLY PIPES, DUCTS, AND CONDUIT.

4. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA BUILDING

CODE, 2019 EDITION.

5. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, 2022 EDITION, SECTION 103.3.3 (INCLUDING ARTICLE 87).

6. THE CONTRACTOR SHALL FIELD SURVEY / AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING ANY

WORK.

7. DURING THE DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL

RENOVATION CONDITIONS OF THE STRUCTURE AND THE REASON THE DEMOLITION WORK IS BEING

DONE.

8. THE CONTRACTOR MUST ALLOW FOR ADDITIONAL DEMOLITION THAT MAY NOT BE SHOWN, BUT IS

REQUIRED TO ACHIEVE THE FINISHED RESULT, AS SHOWN ON THE DRAWING.

9. DO NOT DISTURB OR DAMAGE IN ANY WAY EXISTING STRUCTURAL ELEMENTS. THE BUILDING HAS TO

COMPLY WITH ALL SAFETY REGULATIONS AT ALL TIMES.

10. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY EXISTING WORK DAMAGED

DURING DEMOLITION BUT INDICATED TO REMAIN.

11. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THE OWNER/ARCHITECT ARE SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DO NOT REUSE MATERIALS AND EQUIPMENT UNLESS SPECIFICALLY INDICATED ON PLANS OR

SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE

OWNER/ARCHITECT TO BE SCRAP. RECYCLE MATERIALS PER CURRENT JURISDICTIONAL CODE

12. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE RECYCLED

AND/OR DISPOSED OF OFF-SITE AND SHALL NOT BE ALLOWED TO ACCUMULATE.

BEST MANAGEMENT PRACTICES (MINIMUM REQUIREMENTS FOR CONSTRUCTION PROJECTS)

1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE

TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSE

OR WIND.

2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED

FROM BEING TRANSPORTED FROM THE SITE BY WIND OR WATER

3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL NOR THE SURFACE WATERS. ALL APPROVED

STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUCH BE

CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED

INTO THE DRAINAGE SYSTEM.

4. EXCESS OR WASTER CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER

DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY

CAN BE DISPOSED OF AS SOLID WASTE.

5. TRASH AND CONSTRUCTION-RELATED SOIL WASTES MUST BE DEPOSITED INTO A COVERED

RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT SEDIMENTS FROM BEING

DEPOSITED INTO THE PUBLIC WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT

UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR BY ANY OTHER MEANS.

7. DEWATERING OPERATIONS: REMOVE SEDIMENTS FROM GROUND WATER.

8. PAVING OPERATIONS: REDUCE DISCHARGE OF POLLUTANTS FROM PAVING OPERATIONS.

9. STRUCTURE CONSTRUCTION AND PAINTING: PREVENT AND REDUCE DISCHARGE FROM

CONSTRUCTION SITES AND PAINTING PROJECTS.

10. MATERIAL DELIVERY AND STORAGE: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO STORM

WATER FROM MATERIAL USE.

11. MATERIAL USE: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM

MATERIAL USE.

12. SPILL PREVENTION AND CONTROL: PREVENT AND REDUCE DISCHARGER OF POLLUTANTS TO STORM

WATER SYSTEMS WITH GOOD HOUSEKEEPING.

13. SOLID WASTE MANAGEMENT: PREVENT REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER

SYSTEMS FROM SOLID WASTE OR CONSTRUCTION.

14. HAZARDOUS WASTE MANAGEMENT: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO STORM

WATER FROM TOXIC MATERIALS.

15. CONTAMINATED SOIL MANAGEMENT: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO

STORM WATER FROM CONTAMINATED SOIL.

16. CONCRETE WASTE MANAGEMENT: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO STORM

WATER FROM CONCRETE WASTE.

17. SANITARY/SEPTIC WASTE MANAGEMENT: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO

STORM WATER FROM SANITARY AND SEPTIC SYSTEMS.

18. VEHICLE AND EQUIPMENT CLEANING: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO

STORM WATER FROM CLEANING OF VEHICLES AND EQUIPMENT.

19. VEHICLE AND EQUIPMENT FUELING: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO STORM

WATER FROM FUELING OF VEHICLES AND EQUIPMENT.

20. VEHICLE AND EQUIPMENT MAINTENANCE: PREVENT AND REDUCE DISCHARGE OF POLLUTANTS TO

STORM WATER FROM MAINTENANCE OF VEHICLES AND EQUIPMENT.

21. EMPLOYEE/SUBCONTRACTOR TRAINING: SWPPP STORM WATER POLLUTION PREVENTION PLAN.

22. SCHEDULING: SEQUENCING THE CONSTRUCTION PROJECT TO REDUCE THE AMOUNT OF SOIL

EXPOSED TO EROSION.

23. PRESERVATION OF EXISTING VEGETATION: MINIMIZE DAMAGE AND EROSION BY PRESERVING THE

EXISTING VEGETATION.

24. SEEDING AND PLANTING: MINIMIZE EROSION WITH SEEDING AND PLANTING.

25. MULCHING: FOR STABILIZING CLEARED AND FRESHLY SEEDED AREAS.

26. GEOTEXTILES AND MATS: FOR STABILIZATION OF SOILS.

27. DUST CONTROLS: REDUCE DUST AND SOIL EROSION.

28. TEMPORARY STREAM CROSSING: RECOMMENDATIONS FOR INSTALLING A TEMPORARY CULVER, FORD OR BRIDGE.

29. CONSTRUCTION ROAD STABILIZATION: RECOMMENDATIONS FOR DUST EROSION CONTROL.

30. STABILIZED CONSTRUCTION ENTRANCE: RECOMMENDATIONS FOR DUST, SEDIMENT AND EROSION

CONTROL FOR PUBLIC STREETS.

31. EARTH DIKE: TEMPORARY BERM OR RIDGE OF COMPACTED SOIL.

32. TEMPORARY DRAINS AND SWALES: TO DIVERT OFF-SITE RUNOFF AROUND A CONSTRUCTION SITE.

33. SLOPE DRAIN: TEMPORARY PIPE TO DIVERT RUNOFF FROM THE TOP OF A SLOPE TO THE BOTTOM

WITHOUT CAUSING EROSION.

34. OUTLET PROTECTION: INSTALL RIP-RAP TO REDUCE SEDIMENT IN THE SOIL.

35. CHECK DAMS: REDUCES VELOCITY OF CONCENTRATED STORM WATER FLOWS AND REDUCES

EROSION.

36. SLOPE ROUGHENING/TERRACING: CREATES MICROCLIMATES FOR ESTABLISHING VEGETATION.

37. SILT FENCE: FOR SEDIMENTATION CONTROL.

38. STRAW BALE BARRIERS: FOR SEDIMENTATION CONTROL.

39. SAND BAG BARRIER: FOR SEDIMENTATION CONTROL.

40. BRUSH OR ROCK FILTER: FOR SEDIMENTATION CONTROL AND VELOCITY REDUCTION.

41. STORM DRAIN INLET PROTECTION: DEVICES WHICH DETAIN SEDIMENT LADEN RUNOFF.

42. SEDIMENT TRAP: SMALL EXCAVATED OR BERMED ARE FOR SEDIMENTATION.

43. SEDIMENT BASIN: POND CREATED TO ALLOW EXCESSIVE SEDIMENT TO SETTLE.

IDS

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2023

UNLESS OTHERWISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE

DRAWINGS, WITHOUT THE WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

CLIENT

SHEET TITLE

SHEET NUMBER

APPROVAL STAMP

P L

A N

C H

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T

G R

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A T

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N

P

L O

T D

A T

E

U S

E R

400 S VICENTIA AVE, CORONA, CA 92882

DEMOLITION

PERMIT FOR

CORONA SOUTH

MALL

BUILDING "B"

725 S MAIN ST,

CORONA, CA 92882

PLAN CHECK SUBMITTAL 12/08/25

YY

MM

AB/JM

T E

HE D A R C

I

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I A

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OJ

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BLISHP

No. C 15573

REN. 7-31-27

DATEDESCRIPTIONREV.

2 BACK CHECK SUBMITTAL 01/19/26

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GENERAL NOTES

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GENERAL NOTES

2/11/2026

B25-04335

Jasmine Garcia

_________________________Date:________ Javier Luna, P.E

City Engineer

Approved for Construction by:

UPUP

UP

UP

(E) DRINKING FOUNTAIN TO BE REMOVED

2. (E) PLASTER ALONG MASONRY WALL TO BE REMOVED

3. (E) WALL TO REMAIN, CONTRACTOR TO PROVIDE TEMPORARY BRACING FOR WALL/CONDUITS

4. (E) STOREFRONT WINDOW TO REMAIN

5. (E) CASEWORK/COUNTERTOP TO BE REMOVED

6. (E) RESTROOM WALL/FLOOR TILE AND RESTROOM ACCESSORIES TO BE REMOVED

7. (E) GAS LINE TO REMAIN, PROTECT IN PLACE

8. (E) FLOOR FINISH TO BE REMOVED

9. (E) CONCRETE RAMP AND RAILING TO REMAIN

10. REMOVER INTERIOR FINISH/GYP. B.D. AROUND WINDOW

FOR VISUAL INSPECTION OF THE HEAD/JAMB FRAMING, PROTECT IN PLACE WATERPROOFING

11. (E) CONCRETE STAIR AND RAILING TO REMAIN

12. (E) ACCESS LADDER TO BE REMOVED

13. NOT USED

14. (E) CONDUITS AND SHAFT WALL TO BE REMOVED

15. (E) COUNTERTOP/COUNTER TO BE REMOVED

16. (E) CASEWORK TO BE REMOVED

17. (E) WOOD UTILITY POLE TO REMAIN, PROTECT IN PLACE

18. (E) FLOOR FINISH AND WALL BASE TO BE REMOVED, PREP FOR NEW FINISH

19. (E) FURRING WALL ALONG (E) CMU WALL TO BE REMOVED, PROTECT IN PLACE STRUCTURAL CMU

WALL AND PREP FOR NEW FINISH

20. (E) COOLER/REFRIGERATOR UNIT TO BE REMOVED IN ITS ENTIRETY

21. (E) COOLER/REFRIGERATOR GLASS DOOR/WINDOW TO BE REMOVED

22. (E) ROLL UP DOOR TO REMAIN

23. (E) TRENCH DRAIN TO REMAIN

24. (E) RAILING TO BE REMOVED

25. (E) FIRE RISER TO REMAIN

26. (E) BOLLARD TO REMAIN

27. (E) ROOF ACCESS LADDER TO BE REMOVED

28. (E) HARDWOOD BASEBOARD TO BE REMOVED

29. (E) WOOD FRAMING RAISED FLOOR TO BE REMOVED

30. (E) STAIR AND HANDRAILS TO BE REMOVED

31. (E) WATER HEADER AND ASSOCIATED PLUMBING PIPING AND APPURTENANT TO BE REMOVED.

CAP EXISTING WATER AT MAIN WATER SUPPLY OF EXISTING BUILDING

32. (E) SITE WALL TO REMAIN

33. (E) RESTROOM FLOOR FINISH TO BE REMOVED

34. (E) FLOOR TILE TO BE REMOVED

35. (E) FLOOR DRAIN TO REMAIN

36. (E) FENCE AND GATE TO REMAIN

37. (E) PLUMBING FIXTURE TO BE REMOVED

38. (E) LOADING DOCK RAMP TO REMAIN

39. (E) COLUMN TO BE REMOVED

40. (E) COLUMN TO REMAIN, PROTECT IN PLACE

41. (E) CONCRETE CURB TO REMAIN

42. (E) SLIDING DOOR TO REMAIN

43. NOT USED

44. (E) MAIN WATER LINE TO REMAIN, CAP WATER LINE AND PROVIDE A HOSE BIB

REMOVE ALL PLUMBING PIPES BEYOND THIS POINT

45. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES, RECEPTACLES, JUNCTION

BOXES, AND DISCONNECT SWITCHES COMPLETE, REFER TO G-003 FOR ELECTRICAL DEMOLITION

GENERAL NOTES

46. DISCONNECT AND REMOVE EXISTING PANELS COMPLETE INCLUDING ALL BRANCH

CIRCUITRY, REFER TO G-003 FOR ELECTRICAL DEMOLITION GENERAL NOTES

47. THE MAIN SERVICE EQUIPMENT 'MSA' AND PANEL 'B' SHALL REMAIN IN PLACE,

PROTECTED, AND OPERATIONAL TO SUPPLY TEMPORARY POWER REQUIRED FOR

THE RENOVATION WORK, REFER TO G-003 FOR ELECTRICAL DEMOLITION GENERAL NOTES

48. REMOVE ALL BRANCH CIRCUITRY FROM PANEL 'B'. FROM PANEL 'B', PROVIDE (4) 20AMP GFCI TWIST LOCK, (2) 120V 20AMP GFCI DUPLEX RECEPTACLES, AND (3) 50AMP TWIST LOCK DEVICES FOR 50AMP TEMPORARY SPIDER BOXES ON THE WALL ADJACENT TO PANEL 'B', REFER TO G-003 FOR

ELECTRICAL DEMOLITION GENERAL NOTES

49. REMOVE EXISTING PLUMBING FIXTURES. CUT AND CAP EXISTING WASTE BELOW FLOOR, CAP EXISTING VENT PIPE ABOVE CEILING, REMOVE EXISTING WATER AND CAP AT MAIN WATER SUPPLY OF EXISTING BUILDING. DISPOSE EXISTING FIXTURES AND PIPE MATERIALS IN AN APPROVED MANNER.

50. REMOVE ALL EXISTING CODENSATE PIPE IN THIS AREA

NOTE:

- ANY MODIFICATIONS TO EXISTING FIRE ALARM AND FIRE SPRINKLER ARE DEFERRED SUBMITTAL

- EXISTING BUILDING SHALL REMAIN WATERPROOF.

DURING ANY WORK OR MODIFICATION PERFORMED ON THE EXISTING BUILDING, THE INTEGRITY OF

ITS WEATHERPROOFING AND WATER-RESISTANCE MUST NOT BE COMPROMISED

- OWNER HAS FIRST RIGHT FOR ALL EQUIPMENT FOR SALVAGE OR RECYCLING.

- DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, PIPES, DUCT WORK, SUPPORTS, AND

ACCESSORIES RELATED TO THE HVAC SYSTEM ON THE FIRST AND MEZZANINE FLOORS

- EXISTING ROOF DRAIN AND DOWNSPOUT TO REMAIN, PROTECT IN PLACE

(E) NON-FIRE RATED WALL TO BE REMOVED

1 PLAN KEYNOTES

BUILDING DIMENSION FACE OF FINISH, U.N.O.

5' - 0"

(E) DOOR AND DOOR FRAME TO BE REMOVED

(E) DOOR TO REMAIN,

PROTECT IN PLACE

(E) PLUMBING FIXTURE TO BE REMOVED

D.F.

(E) SLAB ON GRADE TO REMAIN, PROTECT IN PLACE.

PATCH AND REPAIR AS NEEDED TO MATCH EXISTING, PROVIDE FLUSH TRANSITION

(E) NON-FIRE RATED WALL TO REMAIN, PROTECT IN PLACE

(E) MASONRY WALL TO REMAIN, PROTECT IN PLACE

FF

BB

AA

CC

DD

EE

ROOM

(E) REF.(E) REF.

(E) ROOM

(E) REF.

+/- 179'-8" VIF.

+/- 35'-2 3/4" VIF. +/- 28'-2" VIF. +/- 45'-10" VIF. +/- 29'-3 3/4" VIF. +/- 25'-6 1/4" VIF. +/- 15'-7 1/4" VIF.

V

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4 4 41 4 4

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39 39 39

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UGPS

METER

SECT

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DIST.

M A

IN

M

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L "B

4 4141 41 41

10 10 10 10

1. WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 33 OF CBC & CFC, 2022 EDITION :FIRE

SAFETY DURING CONSTRUCTION AND DEMOLITION"

2. SEE SHEET G.003 FOR ADDITIONAL GENERAL NOTES

3. NO CUTTING OR CORING OF STRUCTURAL ELEMENTS IS PERMITTED UNLESS EACH LOCATION IS SPECIALLY DETAILED AND NOTED IN THESE DOCUMENTS. ALL CORING AND CUTTING OF ANY CONCRETE MUST BE APPROVED BY THE ENGINEER BY RFI. THE CONTRACTOR MUST PERFORM GPR TO VERIFY THAT

NO STRUCTURAL ELEMENTS WILL BE CUT OR DAMAGED PRIOR TO THE START OF WORK.

4. GENERAL CONTRACTOR TO FIELD VERIFY THE EXISTING CONDITION AND INFORM

THE ARCHITECT OF ANY DISCREPANCIES.

5. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING DEMOLITION WORK HAVE BEEN APPROVED BY

AHJ

6. THE ARCHITECT OR ENGINEER WILL MAKE VISITS TO THE JOB SITE TO OBSERVE THE PROGRESS OF THE WORK AND TO OBSERVE WHETHER OR NOT IT IS, IN GENERAL, BEING PERFORMED IN ACCORDANCE WITH THESE PLANS. THIS DOES NOT IN ANY WAY MEAN THAT THE ARCHITECT OR ENGINEER IS A GUARANTOR OF THE CONTRACTOR'S WORK: RESPONSIBILITY FOR SAFETY IN, ON OR ABOUT THE JOB

SITE: IN CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENT,

SCAFFOLDING, FORMS, OR OTHER WORK AIDS: OR SUPERINTENDING THE WORK.

7. PROVIDE CONSTRUCTION BARRICADES AS REQUIRED TO PROTECT PUBLIC'S HEALTH AND SAFETY

DURING THE WORK.

8. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND STRUCTURES. ANY DAMAGE SHALL BE

PROMPTLY RESTORED TO THE SATISFACTION OF THE OWNER/ARCHITECT.

9. CONTRACTORS BIDDING OR PERFORMING WORK SHALL VERIFY THE CONDITIONS OF THE SITE, INCLUDING ACCESS BEFORE SUBMITTING BID OR COMMENCING WORK AND SHALL NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES FOR PROMPT DIRECTION.

10. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CFC CHAPTER 14.

11. ITEMS INDICATED AS TO BE DEMOLISHED ARE TO BE THOROUGHLY AND COMPLETELY REMOVED AND DISPOSED. ALL UTILITIES TO BE CAPPED AS REQUIRED, ALL STRUCTURE TO BE COMPLETELY RESTORED

TO IT ORIGINAL CONDITION.

12. ALL ITEMS AND EQUIPMENT REMAINING IN THE PROJECT AND NOT DEMOLISHED ARE TO BE FULLY PROTECTED FROM DAMAGE DURING MODERNIZATION. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR ALL DAMAGES OCCURRING DURING THE

CONTRACT PROCESS.

13. ALL ITEMS, UTILITIES, STRUCTURES, ETC. TO BE DEMOLISHED OR MODIFIED AS REQUIRED FOR NEW CONSTRUCTION TO BE INCLUDED IN BID. GENERAL CONTRACTOR TO FULLY FAMILIARIZE THEMSELVES

WITH THE EXISTING SITE AND INCLUDE WORK AS REQUIRED FOR NEW CONSTRUCTION IN BID.

14. OWNER TO PROVIDE LEAD AND ASBESTOS INSPECTION REPORTS. ITEMS IDENTIFIED BY POSITIVE TESTING BUT INDICATED TO REMAIN ARE TO BE UNDISTURBED. FOR ANY SUCH ITEMS THAT ARE INDICATED FOR REFINISHING, PATCHING, RELOCATION, PAINTING, ETC: DO NOT SAND OR DISTURB

AFFECTED SURFACES / MATERIALS.

ASBESTOS/LEAD ABATEMENT: CONTRACTOR TO NOTE ASBESTOS & LEAD MATERIALS EXISTING

ONSITE. ABATEMENT IS REQUIRED WHERE THESE MATERIALS ARE IMPACTED BY WORK. CONTRACTOR TO ASSUME ALL COSTS REQUIRED TO ABATE ASBESTOS AND LEAD CONTAINING MATERIALS DISTURBED

TO COMPLETE THE WORK, WHETHER OR NOT IT IS SPECIFICALLY IDENTIFIED HEREIN.

IDS

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2023

UNLESS OTHERWISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE

DRAWINGS, WITHOUT THE WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

CLIENT

SHEET TITLE

SHEET NUMBER

APPROVAL STAMP

P L

A N

C H

E C

K S

U B

M

IT

T

G R

O U

P

F

IL

E L

O C

A T

IO

N

P

L O

T D

A T

E

U S

E R

400 S VICENTIA AVE, CORONA, CA 92882

DEMOLITION

PERMIT FOR

CORONA SOUTH

MALL

BUILDING "B"

725 S MAIN ST,

CORONA, CA 92882

PLAN CHECK SUBMITTAL 12/08/25

YY

MM

AB/JM

T E

HE D A R C

I

T

I A

R

A L I FO F C

O

N

CC

E N

L

S T

E

A T

I

S E

J

OJ

N H

O

S

R E

BLISHP

No. C 15573

REN. 7-31-27

DATEDESCRIPTIONREV.

2 BACK CHECK SUBMITTAL 01/19/26

C U se rs

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FIRST FLOOR PLAN -

DEMO

24X084.01

A u th o r

T R

U E

N O

R T

H N

W

S

E

KEYNOTES - FLOOR PLAN DEMO

SYMBOLS - FLOOR PLAN DEMO

1/8" = 1'-0"FIRST FLOOR PLAN - DEMO - DEMO PERMIT 1

GENERAL NOTES - DEMO

2/11/2026

B25-04335

Jasmine Garcia

_________________________Date:________ Javier Luna, P.E

City Engineer

Approved for Construction by:

1 (E) EXPOSED MECHANICAL DUCT TO BE REMOVED

2. (E) FRAMED DUCTWORK ENCLOSURE TO BE REMOVED

3. (E) MECHANICAL PLENUM/GYP. B.D. AND INSULATION UNDERSIDE OF ROOF/FLOOR FRAMING

TO BE REMOVED

4. (E) EXPOSED MEZZANINE FLOOR FRAMING TO BE REMOVED PRE STRUCTURAL DRAWINGS

5. (E) DECK AND GUARDRAIL TO BE REMOVED

6. (E) EXTERIOR WALL MOUNTED LIGHT FIXTURE TO REMAIN, PROTECT IN PLACE

7. (E) COOLER/REFRIGERATOR UNIT TO BE REMOVED IN ITS ENTIRETY

8. (E) RESTROOM TO REMAIN, PROTECT IN PLACE

9. (E) SOFFIT ABOVE TO BE REMOVED, PROTECT IN PLACE STRUCTURAL GLULAM BEAM

10. (E) ROOF ACCESS LADDER TO BE REMOVED

11. DISCONNECT AND REMOVE EXISTING LIGHTING FIXTURES, CIRCUITRY, AND ASSOCIATED

LIGHTING CONTROLS COMPLETE, REFER TO G-003 FOR ELECTRICAL DEMOLITION GENERAL NOTES

12. DEMOLISH EXISTING FIRE SPRINKLER AND ASSOCIATED PIPING SERVING THE FIRST LEVEL UNDER

MEZZANINE. CUT AND CAP PIPING ALL THE WAY TO MAIN. PROTECT MAIN PIPING IN PLACE.

13. NOT USED

14. (E) FIRE SPRINKLER TO REMAIN, PROTECT IN PLACE

(E) WALL TO BE REMOVED PER PLAN

(E) WALL TO REMAIN, PROTECT IN PLACE

1 PLAN KEYNOTES

(E) SUPPLY/RETURN AIR REGISTER TO BE REMOVED

(E) LIGHT FIXTURE TO BE REMOVED

(E) SUSPENSION ACOUSTIC CEILING TILE AND T-BAR GRID TO BE REMOVED.

(E) MECHANICAL PLENUM/GYP. B.D. UNDERSIDE OF ROOF/FLOOR FRAMING

TO BE REMOVED

(E) GYPSUM BOARD CEILING TO BE REMOVED

NOTE:

REMOVE EXISTING MECHANICAL PLENUM CEILING/ GYPSUM BOARD UNDERSIDE OF

FLOOR/ROOF FRAMING

(E) PLASTER CEILING TO REMAIN,

PROTECT IN PLACE

UNDERSIDE OF ROOF FRAMING

(EXPOSED/OPEN CEILING)

U.R.F.

(E) ACOUSTIC GLUE-UP TILE AND CEILING JOIST/FRAMING TO BE REMOVED

(E) LIGHT FIXTURE TO REMAIN

(E) GYPSUM BOARD CEILING TO REMAIN,

PROTECT IN PLACE

FF

BB

AA

CC

DD

EE

U.R.F.

8 8

+/- 179'-8" VIF.

+/- 35'-2 3/4" VIF. +/- 28'-2" VIF. +/- 45'-10" VIF. +/- 29'-3 3/4" VIF. +/- 25'-6 1/4" VIF. +/- 15'-7 1/4" VIF.

V

IF

V

IF

/4

V

IF

/2

V

IF

/4

V

IF

/2

V

IF

12 12

1. WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 33 OF CBC & CFC, 2022 EDITION :FIRE

SAFETY DURING CONSTRUCTION AND DEMOLITION"

2. SEE SHEET G.003 FOR ADDITIONAL GENERAL NOTES

3. NO CUTTING OR CORING OF STRUCTURAL ELEMENTS IS PERMITTED UNLESS EACH LOCATION IS SPECIALLY DETAILED AND NOTED IN THESE DOCUMENTS. ALL CORING AND CUTTING OF ANY CONCRETE MUST BE APPROVED BY THE ENGINEER BY RFI. THE CONTRACTOR MUST PERFORM GPR TO VERIFY THAT

NO STRUCTURAL ELEMENTS WILL BE CUT OR DAMAGED PRIOR TO THE START OF WORK.

4. GENERAL CONTRACTOR TO FIELD VERIFY THE EXISTING CONDITION AND INFORM

THE ARCHITECT OF ANY DISCREPANCIES.

5. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING DEMOLITION WORK HAVE BEEN APPROVED BY

AHJ

6. THE ARCHITECT OR ENGINEER WILL MAKE VISITS TO THE JOB SITE TO OBSERVE THE PROGRESS OF THE WORK AND TO OBSERVE WHETHER OR NOT IT IS, IN GENERAL, BEING PERFORMED IN ACCORDANCE WITH THESE PLANS. THIS DOES NOT IN ANY WAY MEAN THAT THE ARCHITECT OR ENGINEER IS A GUARANTOR OF THE CONTRACTOR'S WORK: RESPONSIBILITY FOR SAFETY IN, ON OR ABOUT THE JOB

SITE: IN CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENT,

SCAFFOLDING, FORMS, OR OTHER WORK AIDS: OR SUPERINTENDING THE WORK.

7. PROVIDE CONSTRUCTION BARRICADES AS REQUIRED TO PROTECT PUBLIC'S HEALTH AND SAFETY

DURING THE WORK.

8. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND STRUCTURES. ANY DAMAGE SHALL BE

PROMPTLY RESTORED TO THE SATISFACTION OF THE OWNER/ARCHITECT.

9. CONTRACTORS BIDDING OR PERFORMING WORK SHALL VERIFY THE CONDITIONS OF THE SITE, INCLUDING ACCESS BEFORE SUBMITTING BID OR COMMENCING WORK AND SHALL NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES FOR PROMPT DIRECTION.

10. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CFC CHAPTER 14.

11. ITEMS INDICATED AS TO BE DEMOLISHED ARE TO BE THOROUGHLY AND COMPLETELY REMOVED AND DISPOSED. ALL UTILITIES TO BE CAPPED AS REQUIRED, ALL STRUCTURE TO BE COMPLETELY RESTORED

TO IT ORIGINAL CONDITION.

12. ALL ITEMS AND EQUIPMENT REMAINING IN THE PROJECT AND NOT DEMOLISHED ARE TO BE FULLY PROTECTED FROM DAMAGE DURING MODERNIZATION.