1644_DPH 451 Vanderbilt 1st Floor Buildout-Construction Plans _ Specs.pdf

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

32468

DPH - FIRST FLOOR T.I.

451 E Vanderbilt Way, San Bernardino, CA 92408

G0.00

TITLE SHEET

Approved

Approved As Noted

Signature: Date:

CITY SUBMITTAL

08/25/2025

PCC-1

11/20/2025 JLee Engineering, Inc.

Approved By Jae Lee

04/06/2026 This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on these plans without written permission from the local Jurisdictions or Agencies.

The stamping of these plan and specifications shall NOT be held to permit or be an approval of the violations of the applicable codes, any provisions of any Local Ordinances or State law.

04/10/2026

COUNTY REVIEWED

PLANS FOR 88 PAGES

FOR BUILDING CODE

COMPLIANCE ONLY.

TI-2025-00170

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

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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.

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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

JLee Engineering, Inc.

Approved By Jae Lee

04/06/2026 This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on these plans without written permission from the local Jurisdictions or Agencies.

The stamping of these plan and specifications shall NOT be held to permit or be an approval of the violations of the applicable codes, any provisions of any Local Ordinances or State law.

1.01 DEFINITIONS

A. FOR PURPOSES OF CONTRACT DOCUMENTS AND THESE SPECIFICATIONS, “OWNER” AND “TENANT” ARE REFERENCED ENTITIES WITH CONTRACTUAL OBLIGATIONS BETWEEN THE TWO PARTIES SEPARATE

FROM THESE SPECIFICATIONS. SAID CONTRACTUAL OBLIGATIONS TAKES PRECEDENCE OVER THESE SPECIFICATIONS WHEN THERE IS A CONFLICT BETWEEN THE CONTRACTUAL OBLIGATIONS AND THE

SPECIFICATIONS. “OWNER” IN THESE SPECIFICATIONS GENERALLY REFERS TO THE LANDLORD OR BUILDING OWNER. TENANT REFERS TO ENTITY LEASING THE PREMISES. IT IS POSSIBLE THEY ARE ONE IN THE

SAME AND ANY CONFLICTS SHOULD BE ADDRESSED IN AN RFI.

1.02 SUBSTITUTION PROCEDURES

A. SUBMIT REQUEST FOR SUBSTITUTION FOR CAUSE WITHIN 5 DAYS OF DISCOVERY OF NEED FOR SUBSTITUTION AND / OR PRIOR TO BID AWARD, BUT NOT LATER THAN 5 DAYS PRIOR TO TIME REQUIRED FOR

REVIEW AND APPROVAL BY ARCHITECT, IN ORDER TO STAY ON APPROVED PROJECT BID AND / OR CONSTRUCTION SCHEDULE.

B. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. BURDEN OF PROOF IS ON PROPOSER. INCLUDE:

1. REASON WHY THE SPECIFIED ITEM CANNOT BE PROVIDED.

2. DIFFERENCES BETWEEN PROPOSED SUBSTITUTION AND SPECIFIED ITEM.

3. WARRANTIES.

4. PRODUCT DATA/ DESCRIPTION, CERTIFICATES, TESTS OR SIMILAR QUALIFICATION DATA.

5. SAVINGS TO OWNER FOR ACCEPTING SUBSTITUTION WHETHER COST, LEAD TIME OR ENERGY CONSERVATION.

6. DOCUMENT MEANS OF COORDINATING OF SUBSTITUTION ITEM WITH OTHER PORTIONS OF THE WORK, INCLUDING WORK BY AFFECTED SUBCONTRACTORS.

7. CHANGE TO CONTRACT TIME DUE TO ACCEPTING SUBSTITUTION.

C. OWNER / ARCHITECT WILL NOTIFY CONTRACTOR IN WRITING OF DECISION TO ACCEPT OR REJECT REQUEST UPON OWNER’S / TENANT REVIEW ACCEPTANCE.

2.01 REQUESTS FOR INFORMATION (RFI)

A. WHENEVER POSSIBLE, COMBINE RFI AND ITS ATTACHMENTS INTO A SINGLE ELECTRONIC FILE. PDF FORMAT IS PREFERRED.

B. REASON FOR THE RFI: PRIOR TO INITIATION OF AN RFI, CAREFULLY STUDY ALL CONTRACT DOCUMENTS TO CONFIRM THAT INFORMATION SUFFICIENT FOR THEIR INTERPRETATION IS DEFINITELY NOT

INCLUDED IN RFI.

C. ARCHITECT RESERVES RIGHT TO RETURN RESPONSE UNANSWERED IF MISSING KEY INFORMATION REQUIRED TO RENDER AN ACTIONABLE RESPONSE OR REQUESTS REGARDING INFORMATION THAT IS

CLEARLY INDICATED ON, OR REASONABLY INFERRED FROM CONTRACT DOCUMENTS, WITH NO ADDITIONAL INPUT REQUIRED TO CLARIFY THE QUESTION.

D. CONTENT: INCLUDE IDENTIFIERS NECESSARY FOR TRACKING THE STATUS OF EACH RFI, AND INFORMATION NECESSARY TO PROVIDE AN ACTIONABLE RESPONSE. PROJECT NAME, CONTRACTOR'S NAME, CONSECUTIVE RFI NUMBER, AND DESCRIPTIVE SUBJECT/TITLE, ISSUE DATE AND REQUESTED REPLY DATE, DRAWING AND DETAIL NUMBER, FIELD DIMENSIONS AND / OR DESCRIPTION OF CONDITIONS WHICH

HAVE CAUSED THE REQUEST. INCLUDE SKETCHES, COORDINATION DRAWINGS, DESCRIPTIONS, PHOTOS, SUBMITTALS, AND OTHER INFORMATION NECESSARY TO SUBSTANTIATE THE REASON FOR THE

REQUEST.

E. CONTRACTOR'S SUGGESTED RESOLUTION: A WRITTEN AND / OR A GRAPHIC SOLUTION, IS REQUIRED IN CASES WHERE CLARIFICATION OF COORDINATION ISSUES IS INVOLVED. IF APPLICABLE, STATE THE

LIKELY IMPACT OF THE SUGGESTED RESOLUTION ON CONTRACT TIME OR THE CONTRACT SUM.

F. REVIEW TIME: ARCHITECT WILL RESPOND AND RETURN RFIS TO CONTRACTOR WITHIN THREE (3) TO FIVE (5) CALENDAR DAYS OF RECEIPT. FOR THE PURPOSE OF ESTABLISHING THE START OF THE MANDATED

RESPONSE PERIOD, RFIS RECEIVED AFTER 5:00 PM (FIVE O’CLOCK) WILL BE CONSIDERED AS HAVING BEEN RECEIVED ON THE FOLLOWING REGULAR WORKING DAY.

G. RESPONSES: CONTENT OF ANSWERED RFIS WILL NOT CONSTITUTE IN ANY MANNER A DIRECTIVE OR AUTHORIZATION TO PERFORM EXTRA WORK OR DELAY THE PROJECT. IF IN CONTRACTOR'S BELIEF IT IS

LIKELY TO LEAD TO A CHANGE TO CONTRACT SUM OR CONTRACT TIME, PROMPTLY ISSUE A NOTICE TO THIS EFFECT, AND FOLLOW UP WITH AN APPROPRIATE CHANGE ORDER REQUEST TO OWNER.

1. RESPONSE MAY INCLUDE A REQUEST FOR ADDITIONAL INFORMATION, IN WHICH CASE THE ORIGINAL RFI WILL BE DEEMED AS HAVING BEEN ANSWERED, AND AN AMENDED ONE IS TO BE ISSUED FORTHWITH.

IDENTIFY THE AMENDED RFI WITH AN R SUFFIX TO THE ORIGINAL NUMBER.

2. DO NOT EXTEND APPLICABILITY OF A RESPONSE TO SPECIFIC ITEM TO ENCOMPASS OTHER SIMILAR CONDITIONS, UNLESS SPECIFICALLY SO NOTED IN THE RESPONSE.

3. NOTIFY ARCHITECT WITHIN THREE (3) CALENDAR DAYS IF AN ADDITIONAL OR CORRECTED RESPONSE IS REQUIRED BY SUBMITTING AN AMENDED VERSION OF THE ORIGINAL RFI, IDENTIFIED AS SPECIFIED

ABOVE.

3.01 SUBMITTAL SCHEDULE

A. SUBMIT TO OWNER / ARCHITECT FOR REVIEW A SCHEDULE FOR SUBMITTALS IN TABULAR FORMAT, NUMBER, TITLE, CATEGORY, DATE SUBMITTED TO ARCHITECT AND ARCHITECT RESPONSE DUE DATE.

B. FOR ASSEMBLIES, EQUIPMENT, SYSTEMS COMPRISED OF MULTIPLE COMPONENTS AND / OR REQUIRING DETAILED COORDINATION WITH OTHER WORK, ALLOW FOR ADDITIONAL TIME TO MAKE CORRECTIONS

OR REVISIONS TO INITIAL SUBMITTALS, AND TIME FOR THEIR REVIEW.

C. FOR EACH SUBMITTAL FOR REVIEW, ALLOW FIVE (5) TO SEVEN (7) DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR. FOR SEQUENTIAL REVIEWS INVOLVING ARCHITECT'S CONSULTANTS, OWNER, OR ANOTHER AFFECTED PARTY, ALLOW AN ADDITIONAL TWO (2) DAYS. FOR SEQUENTIAL REVIEWS INVOLVING APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ), IN ADDITION TO

ARCHITECT'S APPROVAL, ALLOW AN ADDITIONAL 30 DAYS.

3.02 SUBMITTAL PROCEDURES

A. SUBMIT ELECTRONIC PDF FORMAT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR COMPLIANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT -AESTHETIC, COLOR, OR

FINISH SELECTION -EXPRESSED IN CONTRACT DOCUMENTS. INCLUDE PRODUCT DATA, CERTIFICATES/TEST REPORTS, MANUFACTURER’S INSTRUCTIONS, SHOP DRAWINGS, AND THREE (3) HARD COPY SAMPLES

FOR VERIFICATION.

B. USE A SINGLE TRANSMITTAL FOR RELATED ITEMS; SEQUENTIALLY IDENTIFY EACH ITEM. IDENTIFY PROJECT; CONTRACTOR; SUBCONTRACTOR OR SUPPLIER; PERTINENT DRAWING AND DETAIL NUMBER; AND

CSI SPECIFICATION SECTION NUMBER AND ARTICLE/PARAGRAPH, AS APPROPRIATE ON EACH COPY.

C. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALED CERTIFYING THAT REVIEW, APPROVAL, VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSIONS, ADJACENT CONSTRUCTION WORK, AND

COORDINATION OF INFORMATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS.

D. CONTRACTOR TO SUBMIT RFI PRIOR TO SUBMITTING PRODUCT SUBMITTAL WHEN VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS THAT MAY BE DETRIMENTAL TO

SUCCESSFUL PERFORMANCE OF THE COMPLETED WORK. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS. WHEN REVISED FOR RESUBMISSION, IDENTIFY ALL CHANGES MADE SINCE

PREVIOUS SUBMISSION.

E. SUBMIT ONLY INFORMATION REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS, COLLECT REQUIRED INFORMATION INTO A SINGLE SUBMITTAL, SUBMIT CONCURRENTLY WITH RELATED SHOP DRAWING

SUBMITTAL AND DO NOT SUBMIT (MATERIAL) SAFETY DATA SHEETS FOR MATERIALS OR PRODUCTS.

F. SHOP DRAWING PROCEDURES: PREPARE ACCURATE, DRAWN-TO-SCALE, ORIGINAL SHOP DRAWING DOCUMENTATION BY INTERPRETING CONTRACT DOCUMENTS AND COORDINATING RELATED WORK. DO NOT

REPRODUCE CONTRACT DOCUMENTS TO CREATE SHOP DRAWINGS.

G. SAMPLES PROCEDURES: TRANSMIT RELATED ITEMS TOGETHER AS SINGLE PACKAGE. IDENTIFY EACH ITEM TO ALLOW REVIEW FOR APPLICABILITY IN RELATION TO SHOP DRAWINGS SHOWING INSTALLATION

LOCATIONS AND INCLUDE WITH TRANSMITTAL HIGH-RESOLUTION IMAGE FILES OF SAMPLES TO FACILITATE ELECTRONIC REVIEW AND APPROVAL ALONG WITH PHYSICAL SAMPLES.

3.03 SUBMITTAL REVIEW

A. SUBMITTALS FOR REVIEW: ARCHITECT WILL REVIEW EACH SUBMITTAL AND TAKE APPROPRIATE ACTION PER BELOW.

B. ARCHITECT'S ACTIONS WILL BE REFLECTED BY MARKING EACH RETURNED SUBMITTAL USING VIRTUAL STAMP ON ELECTRONIC SUBMITTALS. NOTATIONS MAY BE MADE DIRECTLY ON SUBMITTED ITEMS AND /

OR LISTED ON APPENDED SUBMITTAL REVIEW COVER SHEET.

C. ARCHITECT'S AND CONSULTANTS' ACTIONS ON ITEMS SUBMITTED FOR REVIEW:

1. "REVIEWED", OR LANGUAGE WITH SAME LEGAL MEANING.

2. "MAKE CORRECTIONS NOTED", OR LANGUAGE WITH SAME LEGAL MEANING

AT CONTRACTOR'S OPTION, SUBMIT CORRECTED ITEM, WITH REVIEW NOTATIONS ACKNOWLEDGED AND INCORPORATED.

3. "REVISE AND RESUBMIT"

A. RESUBMIT REVISED ITEM, WITH REVIEW NOTATIONS ACKNOWLEDGED AND INCORPORATED.

B. NON-RESPONSIVE RESUBMITTALS MAY BE REJECTED.

4. "SUBMIT SPECIFIED ITEMS"

SUBMITTAL WAS NON-COMPLIANT WITH PRODUCT OR INTENT OF CONTRACT DOCUMENTS SCOPE.

5. "REJECTED"

SUBMIT ITEM COMPLYING WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

1.01 EXISTING PRODUCTS

A. DO NOT USE MATERIALS AND EQUIPMENT REMOVED FROM EXISTING PREMISES UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY CONTRACT DOCUMENTS. SEE DEMOLITION SECTION 024100 FOR FURTHER

CRITERIA.

B. EXISTING PRODUCT AS NOTED ON CONTRACT DOCUMENTS TO BE REUSED WILL BE SURVEYED BY CONTRACTOR AND SUBCONTRACTOR FOR PRODUCT INTEGRITY AND APPLICATION. SITE PRODUCT TO BE

PROTECTED, REFINISHED, REPAIRED TO “LIKE NEW” APPEARANCE AND INCLUDED IN BID SCOPE.

C. IF CONTRACTOR AND SUB-CONTRACTOR DETERMINE THAT THE PRODUCT OR INSTALLATION IS NOT USEABLE, NOTIFY OWNER / ARCHITECT THROUGH RFI PROCESS FOR DIRECTION.

1.02 NEW PRODUCTS

A. PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY CONTRACT DOCUMENTS.

B. USE OF PRODUCTS HAVING ANY OF THE FOLLOWING CHARACTERISTICS IS NOT PERMITTED: MADE USING OR CONTAINING CFC'S OR HCFC'S, MADE OF WOOD FROM NEWLY CUT OLD GROWTH TIMBER, CONTAINING LEAD, CADMIUM OR ASBESTOS. SOME PRODUCTS MAY BE REQUIRED TO MEET MORE STRINGENT ENVIRONMENTAL CODES, BASED ON PROJECT SCOPE IN CONTRACT DOCUMENTS.

C. INDOOR-EMISSIONS-RESTRICTED PRODUCTS: COMPLY WITH INDOOR EMISSIONS STANDARD AND TEST METHOD PER FEDERAL, STATE AND /OR LOCAL REQUIREMENTS, EXCEPT FOR:

1. COMPOSITE WOOD, WOOD FIBER, AND WOOD CHIP PRODUCTS: COMPLY WITH COMPOSITE WOOD EMISSIONS STANDARD OR CONTAIN NO ADDED FORMALDEHYDE RESINS.

2. INHERENTLY NON-EMITTING MATERIALS.

D. VOC-CONTENT-RESTRICTED PRODUCTS INCLUDE BUT NOT LIMITED TO ADHESIVES, INCLUDING FLOORING ADHESIVES, JOINT SEALANTS/CAULK, PAINTS AND COATINGS, CARPET AND RESILIENT FLOORING

SYSTEMS AS MANDATED BY LOCAL, STATE AND FEDERAL REQUIREMENTS.

1.03 OWNER / TENANT-SUPPLIED PRODUCTS

A. SEE CONTRACT DOCUMENTS FOR OWNER / TENANT SUPPLIED PRODUCTS / EQUIPMENT, WHERE REQUIRED.

B. OWNER / TENANT'S RESPONSIBILITIES, IF NOT SPECIFICALLY CALLED OUT ON CONTRACT DOCUMENTS, PROVIDE THE FOLLOWING SCOPE: ARRANGE FOR AND DELIVER OWNER / TENANT REVIEWED SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES, TO CONTRACTOR. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE. ON DELIVERY, INSPECT PRODUCTS JOINTLY WITH CONTRACTOR. SUBMIT CLAIMS FOR

TRANSPORTATION DAMAGE AND REPLACE DAMAGED, DEFECTIVE, OR DEFICIENT ITEMS. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE.

C. CONTRACTOR'S RESPONSIBILITIES, IF NOT SPECIFICALLY CALLED OUT ON CONTRACT DOCUMENTS, PROVIDE THE FOLLOWING SCOPE: REVIEW OWNER / TENANT REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. RECEIVE AND UNLOAD PRODUCTS AT SITE; INSPECT FOR COMPLETENESS OR DAMAGE JOINTLY WITH OWNER. HANDLE, STORE, INSTALL AND FINISH PRODUCTS. REPAIR OR REPLACE ITEMS

DAMAGED AFTER RECEIPT.

2.01 EXAMINATION

A. VERIFY THAT EXISTING SITE CONDITIONS, [OPENINGS, BACKING, PREP WORK AND SUBSTRATE SURFACES] ARE ACCEPTABLE FOR SUBSEQUENT WORK. START OF WORK MEANS ACCEPTANCE OF EXISTING

CONDITIONS.

B. VERIFY THAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL SUPPORT OR ATTACHMENT OF NEW WORK BEING APPLIED OR ATTACHED.

C. TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT ORDERS OR BEGINNING FABRICATION, TO MINIMIZE WASTE DUE TO OVER-ORDERING OR MIS FABRICATION.

D. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. AFTER UNCOVERING

EXISTING WORK, ASSESS CONDITIONS AFFECTING PERFORMANCE OF WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE OF EXISTING CONDITIONS.

2.02 PREPARATION

A. PREPARE SURFACES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE.

C. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE.

D. APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER, OR CONDITIONER PRIOR TO APPLYING ANY NEW MATERIAL OR SUBSTANCE IN CONTACT OR BOND.

2.03 TRANSPORTATION AND HANDLING

A. TRANSPORT AND HANDLE NEW PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS, QUANTITIES

ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. ARRANGE FOR THE RETURN OF PACKING MATERIALS, SUCH AS WOOD PALLETS, WHERE ECONOMICALLY FEASIBLE.

2.04 STORAGE AND PROTECTION

A. PROVIDE PROTECTION, IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND WARRANTIES, OF STORED MATERIALS AND PRODUCTS AGAINST CONSTRUCTION OPERATIONS, DUST, THEFT, CASUALTY, MOISTURE, CORROSION, DISCOLORATION, STAINING, OR DETERIORATION. DO NOT STORE DIRECTLY ON THE GROUND.

B. BASED ON PROJECT SCOPE AND AGENCY REGULATIONS LISTED IN CONTRACT DOCUMENTS, CONFIRM IF ANY ADDITIONAL STORAGE AND PROTECTION ENVIRONMENTAL REQUIREMENTS MAYBE REQUIRED.

2.05 GENERAL INSTALLATION REQUIREMENTS

A. IN ADDITION TO COMPLIANCE WITH REGULATORY REQUIREMENTS, CONDUCT CONSTRUCTION OPERATIONS IN COMPLIANCE WITH NFPA 241, INCLUDING APPLICABLE RECOMMENDATIONS IN APPENDIX A.

B. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO NECESSITY FOR

REPLACEMENT.

C. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNO.

D. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE INDICATED.

E. INSTALL PRODUCTS IN AMBIENT TEMPERATURES, ACCORDING TO MANUFACTURER’S REQUIREMENTS.

F. DO NOT INSTALL SOLVENT BASED PRODUCTS IN AN UNVENTILATED ENVIRONMENT.

SECTION 016000 - PRODUCT REQUIREMENTS

1.01 GENERAL

A. IN THE EVENT OF CONFLICT BETWEEN THE CONTRACT FOR CONSTRUCTION (AGREEMENT, GENERAL AND SUPPLEMENTAL CONDITIONS) AND REQUIREMENTS HEREIN, THE CONTRACT FOR CONSTRUCTION WILL

GOVERN.

B. ALL WORK PERFORMED BY THE CONTRACTOR AND THEIR SUBTRADES, SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL, FEDERAL AND STATE LAWS, AS WELL AS OTHER GOVERNING

REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS.

C. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER, WILL BE BINDING AS IF CALLED FOR BY ALL, INCLUDING ENGINEERING DISCIPLINES. ANY WORK

SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS, SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.

D. THE CONTRACTOR SHALL NOTIFY OWNER / ARCHITECT IMMEDIATELY OF DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, GENERAL NOTES HEREIN, AND FIELD CONDITIONS BEFORE COMMENCING

ANY WORK AND REQUEST FOR CLARIFICATION.

E. EACH CONTRACTOR AND SUBTRADE SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AS IT RELATES TO THEIR WORK AND NOTIFY THE ARCHITECT VIA RFI. IF THERE ARE

OBSTRUCTIONS, AND WORK THAT CANNOT BE ACCOMPLISHED, AS REFLECTED IN THE CONTRACT DOCUMENTS. CONTRACTOR/SUBTRADE SHALL OBTAIN CLARIFICATION/DIRECTIVE FROM THE ARCHITECT

PRIOR TO THE START OF ANY WORK.

F. THE CONTRACTOR AND THE SUBTRADES SHALL SUBMIT A LIST OF LONG LEAD ITEMS WITHIN THE FIRST TWO WEEKS THAT PREVENT COMPLETION OF THE PROJECT AT MOVE-IN DATE. PROPOSE AN AVAILABLE

SUBSTITUTION, INCLUDING COST PER SUBSTITUTION PROCEDURES 013000 FOR APPROVAL BY OWNER / ARCHITECT.

G. THE USE OF THE WORDS “PROVIDE” OR “PROVIDED” IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN, UNO, THAT WHICH SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO

REQUIRED.

H. THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF CONTRACT DOCUMENTS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES AND OWNER / ARCHITECT

DURING FIELD SITE WALK.

I. THE CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL WORK AND / OR EQUIPMENT SUPPLIED BY THE OWNER OR TENANT, WITH THE MANUFACTURER

OR SUPPLIER PRIOR TO THE START OF RELATED WORK.

1.02 PROJECT CONDITIONS

A. VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES.

B. DUST CONTROL: PROVIDE A DUST PROOF BARRIER (S) BETWEEN CONSTRUCTION AREAS AND AREAS CONTINUING TO BE OCCUPIED BY TENANT TO PREVENT AIR-BORNE DUST FROM DISPERSING INTO

INTERIOR ATMOSPHERE.

C. NOISE CONTROL: MINIMIZE NOISE PRODUCED BY CONSTRUCTION OPERATIONS. EXCESSIVELY NOISY TOOLS AND OPERATIONS WILL NOT BE TOLERATED INSIDE THE BUILDING AT ANY TIME OF DAY; INCLUDES

JACKHAMMERS. COORDINATE AFTER HOURS APPROVAL WITH OWNER/ PROPERTY MANAGER. COORDINATE WITH LANDLORD BUILDING RULES / REGULATIONS.

D. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT CONTAMINATION OF WATER AND ATMOSPHERE FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND POLLUTANTS

PRODUCED BY CONSTRUCTION OPERATIONS. COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

E. DISPOSAL REGULATORY REQUIREMENTS: CONTRACTOR IS RESPONSIBLE FOR KNOWING AND COMPLYING WITH REGULATORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO FEDERAL, STATE AND LOCAL

REQUIREMENTS, PERTAINING TO LEGAL DISPOSAL OF ALL CONSTRUCTION AND DEMOLITION WASTE MATERIALS.

F. 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 WHETHER OR NOT THE USE OF EXISTING LADDERS, DOORS, RAILINGS, INGRESS AND INGRESS ROUTES OR THE LIKE ARE IN COMPLIANCE WITH OSHA REQUIREMENTS DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS.

1.03 COORDINATION

A. COORDINATE SCHEDULING, SUBMITTALS, AND WORK OF THE VARIOUS SECTIONS OF THE PROJECT SPECIFICATIONS TO ENSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT

CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER.

B. NOTIFY AFFECTED UTILITY COMPANIES WHEN APPLICABLE AND COMPLY WITH THEIR REQUIREMENTS.

C. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING

INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT.

D. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL, PLUMBING, AND ELECTRICAL WORK THAT ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING

INDICATED FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS.

E. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION.

F. COORDINATE COMPLETION AND CLEAN-UP OF WORK OF SEPARATE SECTIONS.

G. AFTER OCCUPANCY OF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF

OCCUPANT ACTIVITIES.

2.01 ALTERATIONS

A. FOR DEMOLITION, REFER TO SECTION 024100.

1. WHERE NEW SURFACE FINISHES ARE TO BE APPLIED TO EXISTING WORK, PERFORM REMOVALS, PATCH, AND PREPARE EXISTING SURFACES AS REQUIRED TO RECEIVE NEW FINISH; REMOVE EXISTING

FINISH IF NECESSARY, FOR SUCCESSFUL APPLICATION OF NEW FINISH.

B. SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND TELECOMMUNICATIONS, WHERE OCCURS AND AS NOTED ON CONTRACT DOCUMENTS OR OWNER RFP

DIRECTION): REMOVE, RELOCATE, AND EXTEND EXISTING SYSTEMS TO ACCOMMODATE NEW CONSTRUCTION.

1. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION; MAINTAIN ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS; IF NECESSARY, MODIFY INSTALLATION TO ALLOW ACCESS

OR PROVIDE ACCESS PANEL. COORDINATE LOCATIONS SIZE AND TYPE OF ACCESS PANEL WITH ARCHITECT PRIOR TO INSTALLATION.

2. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND

READY FOR SERVICE. MINIMIZE DURATION OF OUTAGES AND PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE WHERE REQUIRED.

3. VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES. REQUEST DIRECTION THROUGH RFI PROCESS.

C. PROTECT EXISTING WORK TO REMAIN. IF NOT SECURE, PROVIDE SHORING/BRACING. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING REMOVAL WORK.

D. ANY NEW REPAIR WORK OR ANY EXISTING SCOPE TO REMAIN THAT IS DISCOVERED TO BE NON CODE COMPLIANT, SHALL BE BROUGHT TO ARCHITECT/ENGINEER/CLIENTS ATTENTION TO RENDER A DECISION

ON WHETHER UPGRADE IS REQUIRED TO LATEST CODE COMPLIANCE

E. ADAPT EXISTING WORK TO FIT NEW WORK: MAKE AS NEAT AND SMOOTH OF A TRANSITION AS POSSIBLE.

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS

SECTION 024100 - DEMOLITION

1.01 SELECTIVE DEMOLITION FOR ALTERATIONS

A. EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED, BUT NOT TO BE RE-USED, RELOCATED, REINSTALLED, DELIVERED TO THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE

PROPERTY OF THE OWNER, BECOME THE PROPERTY OF THE CONTRACTOR; REMOVE FROM SITE.

B. REMOVE/ RELOCATE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK PER DOCUMENTS.

C. PROTECT EXISTING WORK TO REMAIN. PREVENT MOVEMENT OF STRUCTURE; PROVIDE SHORING AND BRACING IF NECESSARY. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED

FOR CUTTING NEW WORK.

D. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES COULD BE BASED ON, IF AVAILABLE, CASUAL FIELD OBSERVATION, AUDITS AND / OR EXISTING RECORD DOCUMENTS.

1. VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE AS INDICATED.

2. REPORT DISCREPANCIES TO OWNER / ARCHITECT BEFORE DISTURBING EXISTING INSTALLATION.

3. BEGINNING OF DEMOLITION WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS THAT WOULD BE APPARENT UPON EXAMINATION PRIOR TO STARTING DEMOLITION.

E. SEPARATE AREAS IN WHICH DEMOLITION IS BEING CONDUCTED FROM OTHER AREAS THAT ARE STILL OCCUPIED BY PROVIDING AND MAINTAINING A TEMPORARY DUSTPROOF PARTITION OR BARRIER AS

DETERMINED BY OWNER / TENANT.

F. WHEN APPLICABLE PER SCOPE, MAINTAIN WEATHERPROOF EXTERIOR BUILDING ENCLOSURE EXCEPT FOR INTERRUPTIONS REQUIRED FOR REPLACEMENT OR MODIFICATIONS; TAKE CARE TO PREVENT

WATER AND HUMIDITY DAMAGE.

G. IF ROTTED WOOD, DETERIORATED MASONRY/CONCRETE OR DEFECTIVE, NON-CODE COMPLIANT CONDITIONS ARE OBSERVED IN THE FIELD BY CONTRACTOR AND /OR SUBTRADES, NOTIFY OWNER /

ARCHITECT PRIOR TO REMOVING FOR DIRECTION.

H. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL OPERATIONS, STOP WORK AND NOTIFY OWNER / ARCHITECT; HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS CONTAINING

MATERIALS, LEAD, PCB'S, AND MERCURY.

1.02 SERVICES

A. SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND TELECOMMUNICATIONS, WHERE OCCURS AND AS NOTED ON CONTRACT DOCUMENTS OR OWNER RFP

DIRECTION): REMOVE EXISTING SYSTEMS AND EQUIPMENT AS INDICATED.

B. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION; MAINTAIN ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS.

C. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY

FOR SERVICE.

D. VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES BEFORE REMOVAL.

E. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDING THOSE ABOVE DEMOLISHED ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE OF SUPPLY WHERE POSSIBLE, OTHERWISE CAP

STUB AND TAG WITH IDENTIFICATION, EXCEPT WHERE NOTED ON CONTRACT DOCUMENTS.

1.03 EXISTING UTILITIES

A. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE.

B. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION (AHJ).

C. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY AND /OR LIFE SAFETY SYSTEMS THAT ARE IN USE WITHOUT AT LEAST 3 DAYS PRIOR WRITTEN NOTIFICATION TO OWNER.

D. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE; IDENTIFY AND MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME MANNER

AS OTHER UTILITIES TO REMAIN.

1.04 DEBRIS AND WASTE REMOVAL

A. REGULATORY REQUIREMENTS: CONTRACTOR IS RESPONSIBLE FOR KNOWING AND COMPLYING WITH REGULATORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO FEDERAL, STATE AND LOCAL

REQUIREMENTS, PERTAINING TO LEGAL DISPOSAL OF ALL CONSTRUCTION AND DEMOLITION WASTE MATERIALS.

B. REMOVE DEBRIS, JUNK, TRASH, AND ALL MATERIALS NOT TO BE REUSED ONSITE; DO NOT BURN OR BURY.

C. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK.

D. SOME DEMOLITION PROCESSES AND PRODUCTS MAY BE REQUIRED TO MEET MORE STRINGENT ENVIRONMENTAL CODES, BASED ON PROJECT SCOPE IN CONSTRUCTION DOCUMENTS.

SECTION 064100 - ARCHITECTURAL CASEWORK

1.01 REFERENCE STANDARDS / QUALITY ASSURANCE

PROVIDE AND INSTALL CASEWORK PER THE FOLLOWING INDUSTRY STANDARDS:

A. AWMAC / WI / WI (NAAWS) - NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS, U.S. VERSION 3.1 2016, WITH ERRATA (2017).

B. BHMA / ANSI A156.9 – MANUFACTURERS ASSOCIATION/AMERICAN NATIONAL STANDARD FOR CABINET HARDWARE 2015.

C. HPVA HP-1 - AMERICAN NATIONAL STANDARD FOR HARDWOOD AND DECORATIVE PLYWOOD 2016.

D. NEMA LD 3 - HIGH-PRESSURE DECORATIVE LAMINATES (HPDL) 2005.

E. ANSI A208.1 AMERICAN NATIONAL STANDARD FOR MEDIUM DENSITY FIBERBOARD.

F. CPA / ANSI A135.4 – COMPOSITE PANEL ASSOCIATION/AMERICAN NATIONAL STANDARD INSTITUTE BASIC HARDBOARD PRODUCT.

G. HVPA / ANSI – HP-1-2000- AMERICAN STANDARD FOR HARDWOOD AND DECORATIVE PLYWOOD.

H. ASTM INTERNATIONAL (ASTM): D 1037-12 – TEST METHOD FOR EVALUATING THE PROPERTIES OF WOOD-BASE FIBER AND PARTICLE PANEL MATERIALS.

2.01 CABINETS

A. QUALITY STANDARD: CUSTOM GRADE, IN ACCORDANCE WITH AWMAC / WI / WI (NAAWS), UNO. CONFIGURATION AS SHOWN ON CONTRACT DOCUMENT ELEVATION VIEWS.

B. CONSTRUCTION: UNO, PROVIDE TYPE A- FRAMELESS STYLE 1 FLUSH OVERLAY, UNO ON CONTRACT DOCUMENTS.

C. CORE AND SUBSTRATES: MEDIUM DENSITY FIBERBOARD: ANSI A208.2 GRADE MDF. PHYSICAL PROPERTIES CONFORM TO ASTM D 1037 PART A 3 / 4 ” THICKNESS UNO. CONCEALED AREAS BACKER SHEETS

CONFORM TO NEMA TYPE BKM (0.039 INCH NOMINAL THICKNESS WITH NO DECORATIVE FACE, FOR USE AS A BALANCING SHEET AT CONCEALED SURFACES ONLY). CABINET LINER: LOW PRESSURE

DECORATIVE LAMINATE MATERIAL INTENDED FOR USE IN CABINET INTERIORS EQUAL TO KORTRON, MELAMINE OR POLYESTER OVERLAY.

D. COUNTERTOP SUBSTRATE AT WET AREAS: NON-FIRE-RETARDANT TYPE: MOISTURE RESISTANT PARTICLE BOARD, ANSI 208.1, GRADE M-3 (EXTERIOR GLUE) MR-10, COMPOSED OF WOOD CHIPS MATRIX BOUND

WITH HIGH MOISTURE RESISTANT UREA-FREE RESIN BINDERS PER ASTM D 1037.

E. THERMOSET DECORATIVE PANELS (HPDL): PARTICLEBOARD OR MEDIUM-DENSITY FIBERBOARD FINISHED WITH THERMALLY FUSED, MELAMINE-IMPREGNATED…