612A4-25-004_VA_TRAILER_DRAWINGS_Bid Set_09-30-2025.pdf

V A N

VAN

V A N

INTERNATIONAL

DRIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

T

E M

P

T R

A

IL

E R

A

R C

H

R E

V

IT

.r v t

/3

/2

:1

:4

A

M

GI-100T

COVER SHEET

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

DX

A3-301

X

XX

X

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

AA

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

X

WINDOW TAG

AE-301

AA

AE-301

AA

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

NOTE: IN ADDITION TO THE FOLLOWING INFECTION CONTROL MEASURES OF ICRA

CLASS & PERMIT LEVEL IV, THE CONTRACTOR SHALL REVIEW THE VA SAFETY-QUALITY

CONTROL-INFECTION CONTROL DOCUMENTS IN THE SPECIFICATIONS. THE AE WILL

PROVIDE A FORM FOR THE CONTRACTOR TO FILL OUT

DURING CONSTRUCTION:

A. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

B. COMPLETE ALL CRITICAL BARRIERS I.E. SHEET ROCK, PLYWOOD, PLASTIC,

TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE

METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

C. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS. PROVIDE NEGATIVE AIR PRESSURE

MONITOR.

D. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

E. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH

THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER

BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE.

F. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT

IS INSPECTED BY A SAFETY OFFICER AND INFECTION CONTROL

COORDINATOR AND THOROUGHLY CLEANED BY THE ENVIRONMENTAL

MANAGEMENT SERVICES.

UPON COMPLETION OF PROJECT:

A. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

B. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

C. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

D. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

E. WET MOP AREA WITH DISINFECTANT.

F. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

Approved: Associate Director

Approved: Chief Facilities Management

Approved: Manager / Engineer

Approved: Director

Approved: Union representative

Approved: Safety Officer

EQ-X

CPT1

W-X

E

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

F

FWC FABRIC WALL COVERING

FT FEET, FOOT

FGL FIBERGLASS

FIN FINISH

FIN GR FINISH GRADE

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDTN FOUNDATION

FRMG FRAMING

FURN FURNACE, FURNITURE

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GL BLK GLASS BLOCK

GB GRAB BAR

GR GRADE

GRAN GRANITE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GUT GUTTER

GYP BD GYPSUM BOARD

H

HNDRL HANDRAIL

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HR HOUR

I

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

K

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

L

LAB LABORATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LV LAVATORY

LT LIGHT

LD LINEAR DIFFUSER

L CL LINEN CLOSET

LL LIVE LOAD

LLV LONG LEG VERTICAL

LPT LOW POINT

M

MACH MACHINE

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MRB MARBLE BASE

MRF MARBLE FLOOR

MKR BD MARKER BOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICAL

MC MEDICINE CABINET

MEMB MEMBRANE

MTL METAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

N

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

O

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

ORCH ORCHESTRA

ORN ORNAMENTAL

OD OUTSIDE DIAMETER

OH OVERHANG, OVERHEAD

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

O OXYGEN

P

P PAINT

PR PAIR

PNL PANEL

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATED

PC PIECE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PREFAB PREFABRICATE

PREFIN PREFINISH

PROD PRODUCTION

Q

QTY QUANTITY

QT QUARRY TILE

A

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

AL ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

B

BALC BALCONY

BSMT BASEMENT

BM BEAM, BENCHMARK

BR BEDROOM

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRKT BRACKET

BRK BRICK

B CL BROOM CLOSET

BLDG BUILDING

BLT IN BUILT-IN

BUR BUILT-UP ROOFING

C

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 CLEANOUT, CASED OPENING

CLR CLEAR, COLOR

CLO CLOSET

COL COLUMN

CMPST COMPOSITE

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COTR CONTRACTING OFFICER

CJ CONTROL JOINT

COP COPING

CU COPPER

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CSK COUNTER SUNK

D

DMPF DAMPPROOFING

DL DEAD LOAD

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DR DOOR, DRAIN

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DUPL DUPLICATE

R

R RADIUS, RISER

RWD REDWOOD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RB RESILIENT BASE

RF RESILIENT FLOORING

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

S

SCHED SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SHV SHELVING

SIM SIMILAR

S SOUTH

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SF SQUARE FEET

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

S4S SURFACED FOUR SIDES

SUSP SUSPEND

SW SWITCH

SYMM SYMMETRICAL

T

TK BD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TMPD TEMPERED

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

TOS TOP OF SLAB, STEEL

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

V

VAC VACUUM

VR VAPOR RETARDER

VNR VENEER

VP VENEER PLASTER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W

W CAB WALL CABINETS

WC WALL COVERING, WATER CLOSET

WP WATERPROOFING, WEATHER

PROOF, WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

W WEST

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WDP WOOD PANELING

Department of Veterans Affairs

KEYED NOTE

WALL TYPE

X

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW 1HR FIRE RATED WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

Project No: 612A4-25-004

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

DESCRIPTION OF BUILDING

TEMPORARY STRUCTURE CONNECTED TO BUILDING 700 IS A SINGLE STORY

RAISED PLATFORM BUILDING WITH PRIMARILY WOOD FRAMING.

ELECTRICAL BUILDING ADDITION CONNECTED TO BUILDING 652 IS A SINGLE

STORY WITH CONCRETE MASONRY UNIT WALLS.

PROJECT INCLUDES CIVIL, LANDSCAPE, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL.

GENERAL NOTES

VICINITY MAP

INFECTION CONTROL MEASURES

THE SCOPE OF WORK SHALL BE A TEMPORARY BUILDING ADDITION WITH AN

ENCLOSED RAMP AND CORRIDOR CONNECTING THE EXISTING HOSPITAL TO THE

TEMPORARY SURGICAL TRAILERS. THIS INCLUDES A RAISED PLATFORM AREA WITH

STORAGE FOR CLEAN SUPPLIES. IT ALSO INCLUDES SLAB ON GRADE AT THE SOILED

HOLDING ROOM, VESTIBULE, AND ELECTRICAL BUILDING.

THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO ARCHITECTURAL, CIVIL,

LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, & ELECTRICAL.

DESCRIPTIONSYMBOL

TEMPORARY SURGICAL TRAILERS

Mather Campus of the VA Northern California Health Care System Department of Veterans Affairs

Architect

MPE Engineers

6422 E. Speedway BLVD. Suite 130

Tucson, Arizona 85710

ZONA TECHNICAL ENGINEERING

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Alec Zimmermann (Alec@zonamep.com)

520-323-3858

David Combs (dcombs@aesusdesign.com)

480-454-2861

Structural Engineers

NORTH

Landscape Architect

PROJECT AREA

BUILDING OCCUPANCY:

INSTITUTIONAL GROUP I-2 PER IBC 308.3

ACCESSORY USE = STORAGE S-1

CONSTRUCTION TYPE:

TYPE IV

FIRE RESISTANCE IN ACCORDANCE WITH IBC TABLES 601 & 602

FULLY SPRINKLERED

BUILDING AREA:

ACTUAL ALLOWABLE (IBC 506.2)

EXISTING 44,000 SF 48,000 SF

PROPOSED 1,812 SF

BUILDING HEIGHT:

ACTUAL ALLOWABLE (TABLE 504.3)

HEIGHT 14 FT 65 FT

STORIES 1

MINIMUM NUMBER OF EXITS (TABLE 1006.3.2)

OCCUPANT LOAD PER STORY MIN EXITS PER STORY

1-500 2

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)

I-2 OCCUPANCY WITH SPRINKLERS = 200 FEET

DEAD END CORRIDORS (IBC 1020.4)

I-2 OCCUPANCY WITH SPRINKLERS = 20 FEET

PROJECT SITE

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Civil Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

David Combs (dcombs@aesusdesign.com)

480-454-2861

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

G. NOT ALL KEYNOTES ARE ON ALL SHEETS.

730 N. 52 nd St., Suite 105, Phoenix, Arizona 85008

Simply Sturctural

Mike Wilda (mwilda@simplystructural.com)

602-443-0303

10535 Hospital Way

VA Northern California Health Care System

Mather, CA 95655

BUILDING CODE:

2019 CALIFORNIA BUILDING CODE

2019 CALIFORNIA EXISTING BUILDING CODE

2019 CALIFORNIA ENERGY CODE

2019 CALIFORNIA GREEN BUILDING CODE

2019 CALIFORNIA FIRE CODE

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2019 CALIFORNIA MECHANICAL CODE

PLUMBING CODE:

2019 CALIFORNIA PLUMBING CODE

ELECTRICAL CODE:

2019 CALIFORNIA ELECTRIC CODE

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Orlando Gonzales (ogonzales@aesusdesign.com)

480-454-2861

Low Voltage

1651 W Maplewood St, Chandler, Arizona 85286

The 2728 Group

Christopher Stowers (Chris@2728group.com)

602-690-1992

NEW WALL

Revisions: Date:

PHASE 1 TRAILERS - INDEX OF DRAWINGS

Sheet Number Sheet Name

GENERAL

GI-100T COVER SHEET

ARCHITECTURAL

AE-100T TEMP TRAILERS - SITE PLAN

AD-100T DEMOLITION PLAN

AE-201T TEMP TRAILERS - FLOOR PLANS

AE-300T TEMP TRAILERS - REFLECTED CEILING PLAN

AE-400T TEMP TRAILERS - ROOF PLAN

AE-600T EXTERIOR WALL SECTIONS

AE-601T EXTERIOR WALL SECTIONS

AE-700T DETAILS

AE-701T DETAILS

AE-702T ROOF DETAILS

AE-703T DETAILS

AE-704T DETAILS

AE-710T SCHEDULES

AE9.50 FIRE RATED ASSEMBLIES - U419, BW-S-0001, BW-S-0023

AE9.51 FIRE RATED ASSEMBLIES - UL1504

AE9.55 FIRE RATED ASSEMBLIES - W-L-1222, W-L-5073, W-L-8081, C-AJ-3214,

C-AJ-3260, C-AJ-3285

STRUCTURAL

S1.1T GSN

S1.2T TYPICAL DETAILS 01-30

S2.1T FOUNDATION AND FLOOR FRAMING PLAN

S3.1T ROOF FRAMING PLAN

S4.1T FOUNDATION AND FRAMING DETAILS 101-130

S4.2T FOUNDATION DETAILS 131-160

S5.1T FRAMING DETAILS 201-230

MECHANICAL

M-001T MECHANICAL LEGEND AND ABBREVIATIONS

M-201T MECHANICAL TEMP TRAILERS - LEVEL 01 PLAN

M-202T MECHANICAL TEMP TRAILERS - ROOF PLAN

PLUMBING

P-101T PLUMBING TEMP TRAILERS - SITE PLAN

P-201T PLUMBING TEMP TRAILERS - LEVEL 01 PLAN

P-202T PLUMBING TEMP TRAILERS - ROOF PLAN

P-301T PLUMBING TEMP TRAILERS - LEVEL 01 FIRE PLAN

ELECTRICAL

EP.000T ELECTRICAL GENERAL INFORMATION

EP.101T OVERALL ELECTRICAL FLOOR PLAN

EP.201T ENLARGED ELECTRICAL FLOOR PLANS - B650 ELECTRICAL ROOM

EP.202T ENLARGED ELECTRICAL SITE PLANS - TEMP TRAILERS

PHASE 1 TRAILERS - INDEX OF DRAWINGS

Sheet Number Sheet Name

EP.301T ELECTRICAL DETAILS - TEMP OR TRAILER

EP.302T ELECTRICAL DETAILS - TEMP OR TRAILER

EP.303T TYPICAL MOUNTING HEIGHT DETAILS - TEMP OR TRAILER

EP.401T ELECTRICAL ONE-LINE DIAGRAM - TEMP OR TRAILER

EP.501T ELECTRICAL PANEL SCHEDULES - TEMP OR TRAILER

EL.101T ELECTRICAL LIGHTING PLAN - TEMP OR TRAILER

EL.102T PHOTOMETRIC - TEMP OR TRAILER

FA.001.T FIRE ALARM GENERAL INFORMATION - TEMP OR TRAILER

FA.101T FIRE ALARM PLAN - TEMP OR TRAILER

FA.401.T FIRE ALARM DETAILS - TEMP OR TRAILER

LOW VOLTAGE

T-201 TEMP TRAILERS - FLOOR PLANS SPECIAL SYSTEMS

TRAILER VENDOR SHOP DRAWING

V-T01 TRAILER SHOP DRAWINGS FLOOR PLAN & SECTIONS

V-T02 TRAILER SHOP DRAWINGS SECTIONS

V-T03 TRAILER SHOP DRAWINGS PLUMBING

V-T04 TRAILER SHOP DRAWINGS ELECTRICAL

V-T05 TRAILER SHOP DRAWINGS ELECTRICAL

09/30/2025

Exp: 09.30.2028

RESTROOM

1A029

50 SF

M/W-

1A031

103 SF

OFFICE

EXAM ROOM

1A033

SUPPLY

1A034

25 SF

SOILED UTILITY

1A035

73 SF

CLEAN UTILITY STAIR

CORRIDOR

1B114

587 SF

VESTIBULE

C1-103B

259 SF

EXAM ROOM

1B117

114 SF

EXAM ROOM

1B118

117 SF

EXAM ROOM

1B119

118 SF

EXAM ROOM

1B120

122 SF

SAFE (PSYCH)

1B121

136 SF

TOILET

1B122

60 SF

DEMOLISH

TEMPORARY

STRUCTURE

DEMOLISH CURB AND GUTTER

AS REQUIRED FOR TRAILER

INSTALLATION. COORDINATE

CURB DEMO WITH TRAILER

PLACEMENT. BUILD BACK NEW

CURB AND PATCH ASPHALT.

DEMOLISH FENCE

FROM EDGE OF

SIDEWALK SOUTH

UP TO THE BUILDING

DEMOLISH SIDEWALK

AS REQUIRED FOR

NEW WORK

REMOVE EXISTING WINDOW,

SILL, AND WALL BASE. PREP

FOR NEW OPENING. PATCH

WALL.

DEMOLISH CURB AS

REQUIRED FOR

TRAILER INSTALLATION.

GC TO COORDINATE

SITE WORK.

DEMOLISH CURB AND GUTTER

AS REQUIRED FOR TRAILER

INSTALLATION. COORDINATE

CURB DEMO WITH TRAILER

PLACEMENT. BUILD BACK NEW

CURN AND PATCH ASPHALT.

DEMOLISH BOLLARDS AS

REQUIRED FOR TRAILER

INSTALLATION. GC TO

COORDINATE SITE WORK.

EXISTING FIRE HYDRANT TO

REMAIN

DEMOLISH SIDEWALK,

PROVIDE CLEAN

SAWCUT LINE AT

TERMINATION

LOCATION

RELOCATE FIRE

ALARM PULL

STATION.

DEMOLISH BOLLARDS AS

REQUIRED FOR TRAILER

INSTALLATION. GC TO

COORDINATE SITE WORK.

DEMOLISH BOLLARDS AS

REQUIRED FOR TRAILER

INSTALLATION. GC TO

COORDINATE SITE WORK.

REMOVE AND

RELOCATE

LIGHT POLE

REMOVE AND

RELOCATE LIGHT

POLE PER NEW

WORK PLANS

GC TO REMOVE

LANDSCAPING AS

REQUIRED FOR TRAILER

INSTALLATION. CAP

IRRIGATION AT VALVE BOX.

PATCH BACK WITH ASPHALT

PAVING.

GC TO REMOVE LANDSCAPING

AS REQUIRED FOR TRAILER

INSTALLATION. CAP ALL

IRRIGATION. PATCH BACK

WITH ASPHALT PAVING.

EXISTING INFILL

WALLS WITH

VERTICAL SIDING

TO REMAIN

DEMOLISH

METAL AND

GLASS CANOPY

DEMOLISH EXISTING RAIN

GUTTER, REROUTE

GUTTER SYSTEM OVER

ROOF OF TEMPORARY

STRUCTURES

DEMOLISH AND

RELOCATE

EXISTING CONDUIT

17' - 1"

EXISTING

DOOR TO

REMAIN

EXISTING

DOOR TO

REMAIN

DEMOLISH MRI

ELECTRICAL EQUIPMENT

AND CONCRETE PAD,

REFER TO ELECTRICAL

DRAWINGS

EXISTING

FENCING AND

EQUIPMENT TO

REMAIN

EXISTING

FENCING AND

EQUIPMENT TO

REMAIN

EXISTING

SIDEWALK TO

REMAIN

EXISTING

SIDEWALK TO

REMAIN

DEMO ASPHAULT AS REQUIRED

FOR NEW STRUCTURAL

CAISSONS, REFER TO NEW

WORK DRAWINGS FOR

LOCATIONS

EXISTING

FLOORING &

CEILING TO

REMAIN

REMOVE AND SALVAGE

EXISTING SIGN

EXISTING LANDSCAPING

TO REMAIN

EXISTING BOLLARDS TO

REMAIN, UNLESS

SPECIFICALLY SHOWN

OTHERWISE

5' - 0"

PORTION OF SIDEWALK

TO REMAIN

6' -

EXISTING BOLLARDS TO REMAIN ALONG

SIDEWALK AREA

DEMOLITION SYMBOL LEGEND

GENERAL DEMOLITION NOTES

ITEMS SHOWN DASHED TO BE

DEMOLISHED

HATCH INDICATES AREA TO BE COVERED

BY NOTES LOCATED WITHIN

A. EXISTING CONSTRUCTION TO BE REMOVED IS INDICATED ON

THE DRAWINGS: COORDINATE DEMOLITION WITH

ARCHITECTURAL DRAWINGS AND REQUIREMENTS SHOWN ON

ALL MECHANICAL PLUMBING AND ELECTRICAL, AND

STRUCTURAL DRAWINGS

B. EXISTING CONDITIONS SHOWN ARE FROM AVAILBLE RECORD

DRAWINGS AND VISUAL FIELD SURVEYS. THE CONTRACTOR

SHALL VERIFY ACTUAL EXISTING CONDITIONS AND NOTIFY THE

OWNER OF ANY DISCREPENCIES.

C. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH

ADJACENT BUILDING AREAS

D. AREA OF WORK CONTAINS BUILDING INFRASTRUCTURE WHICH

MAY BE CRITICAL TO THE ONGOING OPERATIONS OF THE

HOSPITAL. ATTENTION SHALL BE BROUGHT TO THE COR PRIOR

TO ANY DEMOLITION OR SHUT-DOWNS. REFER TO

SPECIFICATIONS FOR MAJOR AND MINOR SHUTDOWN

PROCEDURES.

E. PROTECT EXISTING MATIERALS AND EQUIPMENT WHICH ARE

NOT TO BE DEMOLISHED. CONTRACTOR TO PROTECT FROM

DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS, ETC.

CONTRACTOR IS RESPONSIBLE FOR REPAIR AND

REPLACEMENT OF ALL DAMAGED FLOORING, WALLS, CEILINGS,

ETC. IF AREAS NEED TO BE REPAIRED, FINISHES ARE TO

MATCH EXISTING.

F. MAINTAIN PROTECTED EGRESS AND ACCESS TO THE WORK.

ALSO MAINTAIN REQUIRED EGRESS AROUND TEMPORARY

PARTITIONS.

G. REMOVE ANY UNUSED OR ABANDONED MATERIALS IN WALLS

AND ABOVE CEILINGS.

H. THE CONTRACTOR SHALL NOTIFY THE OWNER IN ADVANCE OF

ANY SCHEDULED DEMO WORK IN THE AREA TO ALLOW THE

OWNER TO REMOVE PERSONAL BELONGINGS AND DESIGNATE

ALL MEDICAL EQUIPMENT, FURNITURE, AND OTHER ITEMS TO

BE SALVAGED AND STORED BY THE CONTRACTOR. ALL ITEMS

NOT DESIGNATED AS "SALVAGED" BY THE OWNER AFTER THIS

TIME SHALL BE DISPOSED OF BY THE CONTRACTOR. REFER TO

SPECIFICATION FOR NOTIFICATION REQUIREMENTS.

I. OWNER SHALL REMOVE ALL EQUIPMENT AND WALL-MOUNTED

FURNITURE, AND ALL WALL MOUNTED SINGAGE AND ARTWORK

TO BE SALVAGED PRIOR TO COMMENCEMENT OF DEMOLITION.

J. SCOPE OF WORK TO BE REMOVED IS SHOWN WITH DASHED

LINES. COORDINATE EXTENT OF DEMOLITION OF EXISTING

ITEMS TO BE PARTIALLY DEMOLISHED WITH THE FLOOR PLAN

AND REFLECTED CEILING PLAN.

K. REMOVE AND SALVAGE ANY DOORS, DOOR CLOSERS, AND

MAGNETS, PNEUMATIC DAMPER OPERATORS, AND HEATING

COIL ACTUATORS AND VLAVES. SALVAGED ITEMS ARE TO BE

STORED BY CONTRACTOR IF THEY ARE TO BE RE-USED IN

PROJECT. REPORT ANY OTHER ITEMS TO OWNER FOR

HANDLING.

L. CONTRACTOR SHALL REMOVE EXISTING INSULATION OR PIPE

JACKETING WHERE IT DOES NOT COMPLY WITH FIRE

STOPPING REQUIREMENTS AT PIPING PENETRATIONS AND

OTHER CONDITIONS WHERE FIRE STOPPING IS REQUIRED.

REFER TO, AND COMPLY WITH, I.B.C. SECTION 712.

M. REMOVE ANY REMAINING CASEWORK AND EQUIPMENT NOT

INDICATED ON PLANS IN SPACES, REQUIRING DEMOLITION IN

ITS ENTIRETY.

N. REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS OFF-

SITE WHICH ARE NOT SCHEDULED TO REMAIN, BE RELOCATED,

OR BECOME THE PROPERTY OF THE OWNER.

O. DO NOT PROCEED WITH DEMOLITION WORK BEFORE THE

INSTALLATION OF CONSTRUCTION TUNNEL AND BARRICADES.

RELOCATE CONSTRUCTION BARRICADES AS NECESSARY FOR

CONSTRUCTION WORK AND/OR AS DIRECTED BY VA AT NO

ADDITIONAL COST TO VA.

P. CONTRACTOR TO SUBMIT BARRICADE LOCATIONS DRAWINGS

TO VA FOR REVIEW AND APPROVAL PRIOR TO THE

INSTALLATION.

Q. PROVIDE CONSTRUCTION BARRICADE IN ALL OCCUPIED AREAS

AS REQUIRED AND/OR AS DIRECTED BY VA AT NO ADDITIONAL

COST TO VA.

R. PROVIDE TEMPORARY EXIT SIGNS AND ILLUMINATION LEVELS

PER THE IBC AND VA GUIDELINES. ALL EGRESS PATHS SHALL

REMAIN CLEAR AT ALL TIMES.

S. ALL CONSTRUCTION BARRICADES FIRE-RATING SHALL

MAINTAIN FIRE RATING CONTINUITY OF THE SURROUNDING

WALLS. FIRE-RATING OF CONSTRUCTION ACCESS DOORS

SHALL BE APPROPRIATE FOR THE FIRE-RATED WALL TYPES.

PAINT ALL TUNNELS AND BARRICADES ON THE SIDE VISIBLE TO

THE PUBLIC.

T. CONTRACTOR TO VERIFY EXISTING CONDITIONS AT ALL

COLUMNS AND CHASES PRIOR TO DEMOLITION

U. REMOVE CONSTRUCTION TUNNEL AND BARRICADE AT

COMPLETION OF EACH PHASE AND EACH PROJECT'S

CONSTRUCTION WORK, U.O.N.

V. DO NOT PENETRATE THE FLOOR SLAB WITHOUT

COORDINATING WITH STRUCTURAL REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

T

E M

P

T R

A

IL

E R

A

R C

H

R E

V

IT

.r v t

/2

/2

:5

:4

P

M

AD-100T

DEMOLITION PLAN

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

N/A

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

3/16" = 1'-0"1 LEVEL 01 - DEMOLITION

Revisions: Date:

0"

T3

CORRID

OR

C1-103 A

204 S F

T2

HAC

(E ) S

HAFT

ELEVATOR

S3

87 S F

ELEVATOR

S2

87 S F

ELEVATOR

LOBBY

C1-102L

478 S F

ELEVATOR

S1

86 S F

ELEVATOR

P1

83 S F

ELEVATOR

P2

83 S F

161 S F

STAIR

#1

TOILET (W

FEMALE

LOCKER

MALE LOCKER

W

AITIN

G A

REA

1A108A

373 S F

(E ) W

AITIN

G

AREA

W

AITIN

G A

REA

1A108

1228 SF

STAFF

LOUNGE /

WORKROOM

RECEPTIO

N

(E ) C

ORRIDOR

CORRID

OR

C1-118

602 S F

125 S F

OFFIC

E

1A501D

RECEPTIO

N

1A305

143 S F

W -T

OILET

1A208

148 S F

M-T

OILET

1A210

125 S F

MAMMO

1A311

200 S F

ELECTRIC

AL

CLOSET

1A216

172 S F

CLEAN U

TILITY

1A317

135 S F

OFFIC

E

1A315

78 S F

CORRID

OR

C1-130

560 S F

TOILET

1A405A

STORAGE

1A526

381 S F

CONTROL

ROOM

CONTROL

ROOM

1A519

53 S F

329 S F

X-R

AY

1A521

CORRID

OR

C1-123

135 S

F OFFIC

E

1A525

82 S F

CT S

CAN

1A428

469 S F

249 S F

X-R

AY

1A513

288 S F

X-R

AY

1A517

CLOSET

1A321A

9 S F

CONTROL

ROOM

1A426

164 S F

636 S F

MRI

1A430

DRESSIN

G

1A316

26 S F

DRESSIN

G

1A314

28 S F

32 S F

CCT

43 S F

CCT

TOILET

1A318

28 S F

70 S F

CCT

DRESSIN

G

C5-109

17 S F

TOILET

1A322

42 S F

IR

.H

OLD

1A425

488 S F

CORRID

OR

C1-124

224 S F

94 S F

IT

1A220

104 S F

OFFIC

E

1A222

BREAK R

OOM

1A226

204 S F

ALCOVE

C1-126

44 S F

SOILED U

TILITY

1A321

65 S F

TOILET

1A425A

74 S F

MRI C

ONTROL

ROOM

1A431

213 S F

CORRID

OR

C1-125

158 S F

EQUIPMENT

ROOM

1A431A

184 S F

TOILET

1A238

50 S F

IN

FUSIO

N

1A240A

290 S F

TOILET

1A427

43 S F

DRESSIN

G

1A429

31 S F

U-T

OILET

1A232

99 S F

E.T.T. (E R)

1A234

250 S F

POLIC

E

1A236

162 S F

VESTIB

ULE

1B101

168 S F

W

AITIN

G

1B100

219 S F

BLOOD D

RAW

1B103

142 S F

EXAM R

OOM

1B140

199 S F

113 S

FIT

TOILET (M

CONTROL

ROOM 2

NURSE

MANAGER

OFFICE

READIN

G

ROOM

IR

/ R

AD

OFFICE

BDMS O

FFIC

E

STRESS LAB

CORRID

OR

C1-117

228 S F

ER M

D O

FFIC

E

1A227

128 S F

TOILET

1A231

45 S F

77 S F

MEDS

1A132

TOILET

1A134

53 S F

STORAGE

1A233

77 S F

OFFIC

E

1A237

54 S F

TRIA

GE

1B107

141 S F

OFFIC

E

1A237A

90 S F

670 S F

LOBBY

1B102

CORRID

OR

W

AITIN

G A

REA

1A240

538 S F

187 S F

TRIA

GE

1B104

137 S F

CL

CL

STORAGE

HOLDING/

PREP

RECOVERY

STATIO

N

NURSE

PATIENT

TOILET

CORRID

OR

SCRUB/ L

EAD

APRON

ALCOVE

CONSTRUCTIO

N

UNDER

5992 SF

STORAGE

CATH LAB #2

ELECTRONIC

S ELECTRIC

AL

CLOSET

1A129

182 S F

CORRID

OR

C1-116

81 S F

CONTROL

ROOM

STORAGE

OMNIC

ELL

1A026

585 S F

TOILET

1A036A

41 S

FCORRID

OR

C1-109

EXAM R

OOM

1A036

1 A 1121 S

F

OFFIC

E

1A131

92 S F

EXAM R

OOM

1A133

88 S F

NURSIN

G

STATIO

N

C1-114 N

221 S F

OBS &

TMT

LIFE SUPPORT

1A140

1107 SF

TRIA

GE

1B108

70 S F

ELECTRIC

AL

1B112

66 S F

51 S F

IT

1B111

STORAGE

1B106

80 S F

CORRID

OR

1B110

384 S F

CONTROL

ROOM 1

CATH LAB #1

CL

CL

CORRID

OR

C1-103

1100 SF

ELECTRONIC

S

ER S

TAFF

LOUNGE

1A027

135 S F

EUS R

OOM

1A025

271 S F

PROCEDURE

1A032

208 S F

CORRID

OR

C1-111

228 S F

117 S F

OFFIC

E

1A039

EXAM R

OOM

1A041

112 S F

UP

CORRID

OR

C1-110

96 S F

SOILED U

TILITY

1B115

130 S F

RESTROOM

1A029

50 S F

M/W

1A031

103 S F

OFFIC

E

ELECTRONIC

S

EXAM R

OOM

1A033

SUPPLY

1A034

25 S F

SOILED U

TILITY

1A035

73 S

F CLEAN U

TILITY

1A037

157 S F

266 S F

STAIR

#2

EQUIPMENT

STORAGE

1B116

139 S F

EXAM R

OOM

1B129

NURSIN

G

STATIO

N

1B124

315 S F

PROVID

ER W

K

1B125

131 S F

CLEAN U

TILITY

1B113

139 S F

EXAM R

OOM

1B130

SUPPLY

155 S F

EQUIP

128 S F

CORRID

OR

1B114

587 S F

VESTIB

ULE

C1-103 B

259 S F

EXAM R

OOM

1B117

114 S F

EXAM R

OOM

1B118

117 S F

EXAM R

OOM

1B119

118 S F

EXAM R

OOM

1B120

122 S F

SAFE (P

SYCH)

1B121

136 S F

TOILET

1B122

60 S F

MED/N

UTRITIO

N

1B126

150 S F

CORRID

OR

1B123

615 S F

EXAM R

OOM

1B131

COPY

128 S F

PROVID

ER W

K

1B127

129 S F

SUPPLY

RECEPTIO

N

1B105

198 S F

NURSIN

G

STATIO

N

1B128

362 S F

EQUIPMENT

1A526A

73 S F

D R

E S

S

IN

G

O M

N

IC

E L L

C H

EC

K

-IN

OBSCURED

INTERNATIONAL DR

P−

FO

EXH

AUS

T

D r i v e

1A

1A

1A

OBSCURED

INTERNATIONAL DR

95.0

97.5

95.0

95.0

95.0

94.8

95.2 95.4 95.9

94.3

94.6

94.3

92.7

95.8

95.4

95.3

94.8

94.8

94.8

94.9

98.9

98.4

97.9

95.9

95.2

95.2

95.1

94.2

94.6

94.4

94.3

94.9

94.7 94.9

VERIFY W/

ELEC

V E

R

IF

Y W

E

L E

C

VERIFY W/

ELEC

V E

R

IF

Y W

E

L E

C

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (7AM-3:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA, SAFETY AND HEALTH

DURING CONSTRUCTION ACTIVITIES AND VHA, OCCUPATIONAL

SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE

TO ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE SPECS FOR UTILITY INTERRUPTION AND

OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING

ANY DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER'S

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

GENERAL NOTES

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING ELECTRICAL, AND FIRE PROTECTION.

C. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

D. ALL HOSPITAL ACCESS POINTS, AND ALL BUILDING EXITS, MUST

REMAIN ACCESSIBLE, CLEAR AND UNOBSTRUCTED THROUGHOUT

ALL PHASES OF DEMOLITION AND CONSTRUCTION. SHORT-TERM

CLOSURE MAY BE ACCEPTABLE AS COORDINATED WITH COR.

E. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

A. THE CONTRACTOR SHALL USE THE FOLLOWING AS A GUIDE FOR ALL

ICRA BARRIERS. TEMPORARY INFECTION CONTROL BARRIERS

SHALL BE CONSTRUCTED AS FOLLOWS DEPENDING UPON LENGTH

OF NEED:

A. 1 DAY MAXIMUM - PLASTIC

B. 1 WEEK MAXIMUM - FLAME-RETARDANT PLASTIC

C. GREATER THAN 1 WEEK - SEE NOTE B AND C.

B. TEMPORARY CONSTRUCTION BARRIERS SHALL BE 3 5/8" METAL

STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. EACH SIDE. BARRIERS

ARE TO EXTEND TO THE BOTTOM OF EXISTING CEILINGS. PROVIDE

NON-DAMAGING SEAL AT INTERSECTION WITH CEILING. PROVIDE

PLASTIC SHEET BARRIER SEAL BETWEEN TOP OF WALL AND

STRUCTURE ABOVE. TAPE ALL SEAMS AND PENETRATION

OPENINGS TO PREVENT CONTAMINATION FROM PASSING OVER THE

TOP OR UNDERNEATH THE WALL FROM CONSTRUCTION AREAS.

C. TEMPORARY CONSTRUCTION BARRIERS SHALL BE EITHER TYPE I

OR TYPE II. TYPE I BARRIERS SHALL BE ANCHORED TO THE

FLOORING SURFACE (WHICH IS INTENDED TO BE REPLACED) WITH

POWER ACTUATED FASTENERS. TYPE II BARRIERS SHALL BE

ANCHORED TO THE FLOORING SURFACE (WHICH IS INTENDED TO

REMAIN) BY TAPING BOTTOM STUD TRACK TO FLOOR SURFACE OR

BY OTHER METHODS WHICH WILL NOT HARM FLOOR SURFACE.

D. TEMPORARY PARTITIONS SHALL NOT CONSTRICT WALKWAYS TO

LESS THAN 42" CLEAR. ANY EXITS CHANGED OR BLOCKED SIGNAGE

NEEDS TO BE POSTED FOR THE MODIFICATIONS.

E. PROVIDE TEMPORARY RATED DOOR AND FRAME IN CONSTRUCTION

BARRIER AT ENTRY POINTS TO THE CONSTRUCTION AREAS.

DOORS ARE TO REMAIN LOCKED AT ALL TIMES. CONSTRUCTION

CORES WILL BE PROVIDED BY THE VA.

TEMPORARY CONSTRUCTION

FLOOR PLAN LEGEND

INCLUDED IN SCOPE OF WORK

PROPOSED BUILDINGS

VA PROVIDED TRAILERS

TRAILER 1

TRAILER 2

TRAILER 3

CORRID

OR

SCOPE O

F W

ORK

ELECTRICAL

ROOM

BUILDIN

G 700

SOILED HOLD

CLEAN

SUPPLY

BUILDIN

G 701

BUILDIN

G 702

SCOPE O

F W

ORK

RAMP

A E

-5 T / 2

AE-500T/ 1

AE-500T/ 3AE-500T/ 4

A E

-5 T / 5

/AE-100T 5

EXISTING BUILDING FACE

SEE ELECTRICAL FOR

CONDUIT SIZE AND

ROUTE, TYPICAL

PROVIDE SHOP

DRAWINGS FOR UNI-

STRUT SUPPORT AND

CONNECTIONS TO

EXISTING WALL

SHEET METAL

ENCLOSURE AND FRAME,

POWDER COATED TO

MATCH BLDG COLOR

SEE ELECTRICAL

FOR CONDUIT

SIZE AND

ROUTE, TYPICAL.

PROVIDE SHOP

DRAWINGS FOR

UNI-STRUT

SUPPORT,

TYPICAL.

PADS ON

FINISHED

ROOF

SURFACE

BUILDIN

G 701

BUILDIN

G 701

TRANSFORMER

ROOM

1A-003

1A-003

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

T

E M

P

T R

A

IL

E R

A

R C

H

R E

V

IT

.r v t

/2

/2

:5

:5

P

M

AE-100T

TEMP TRAILERS - SITE PLAN

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

N/A

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

1" = 20'-0"1 LEVEL 01 - SITE PLAN

KEYNOTES

1 ROOF MOUNTED CONDUIT SUPPORT (TYPICAL), PROVIDE PREMANUFACTURED

SUPPORTS SYSTEM AS REQUIRED. PHP OR EQUAL. SEE DETAIL 03/AE.1.0. NOTE,

ALL SUPPORTS SHALL LAND ON EXISTING BEAM LINES.

2 CORE DRILL EXISTING WALL FOR NEW ELECTRICAL CONDUIT. PROVIDE BREAK

METAL FLASHING AND SEALANTS AS REQUIRED FOR WATER TIGHT PENETRATION.

PATCH, REPAIR, AND PAINT INTERIOR FINISH AS REQUIRED.

3 WALL MOUNTED CONDUIT, PROVIDE UNI-STRUT SUPPORTS AT EXTERIOR WALL.

PROVIDE UNI-STRUT SHOP DRAWINGS FOR REVIEW. SEE DETAIL 02/AE1.0.

4 EXISTING DOOR AND FRAME TO DEMOLISH. INFILL THE WALL TO MATCH THE

5 NEW SINGLE DOOR.

6 RELOCATE EXISTING LOCKER, FIRE ALARM INFRASTRUCTURE, THERMOSTAT, AND

WALLMOUNTED EMERGENCY LIGHTS FOR NEW ELECTRICAL EQUIPMENT

FOOTPRINT, REFER TO ELECTRICAL DRAWING FOR MORE INFORMATION. SEE 26 /

AE-700T FOR CONCRETE PAD DETAIL.

7 NEW 3" CONCRETE PAD.

1/2" = 1'-0"2 CONDUIT ENCLOSURE AT WALL

1/2" = 1'-0"3 PRE-MANUFACTURED SUPPORT

1/8" = 1'-0"4 TRANSFORMER ROOM DEMO PLAN

1/8" = 1'-0"5 TRANSFORMER ROOM ENLARGED PLAN

Revisions: Date:

TRANSFORMER

ROOM

1A-003

SCOPE OF WORK

SCOPE OF WORK

SURROUNDING WALL FINISH.

ER STAFF

LOUNGE

1A027

135 SF

CORRIDOR

C1-110

96 SF

RESTROOM

1A029

50 SF

M/W-

1A031

103 SF

OFFICE

EXAM ROOM

1A033

SUPPLY

1A034

25 SF

SOILED UTILITY

1A035

73 SF

CLEAN UTILITY

1A037

157 SF 266 SF

STAIR

#2

EQUIPMENT

STORAGE

1B116

EXAM ROOM

1B129

NURSING

STATION

128 SF

CORRIDOR

1B114

587 SF

VESTIBULE

C1-103B

259 SF

EXAM ROOM

1B117

114 SF

EXAM ROOM

1B118

117 SF

EXAM ROOM

1B119

118 SF

EXAM ROOM

1B120

122 SF

SAFE (PSYCH)

1B121

136 SF

TOILET

1B122

60 SF

m m A

R M m m A

R M

S

L X

N F

C m m A

R M

"SOFFIT

m m

A R

M

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X

N

F C

23"SQ.

m m A

R M

23"SQ.

1300m m A

RM

HEAD

FI

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LA

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NO

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PO

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EXH

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ST

FA

N

EX

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ST

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N

OXYGEN

OXYGEN

MED

AIR

MED

AIR

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OXIDE

T O N A

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N

IT

N O R T H E R N

A

IR

H U M

ID

IF

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LI

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SA

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OMNICELL OMNICELL

460 lbs460 lbs

511/251 1/2

77 1/2" TALL77 1/2" TALL

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OXIDE

MED

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T O N A

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A

IR

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ID

IF

IE

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LI

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SA

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OMNICELL OMNICELL

460 lbs460 lbs

511/251 1/2

77 1/2" TALL77 1/2" TALL

HEAD

m m A

R M m m A

R M

S

L X

N F

C m m A

R M m m

A R

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S L

X

N

F C

" S OF F

IT

m m A

R M

2 3 " S Q .

1300m m

ARM

2 3 " S Q .

FI

R E

A

LA

R M

CR

IT

IC

AL

EQ

UI

PM

EN

T

CR

IT

IC

AL

EM

ER

G

EN

C Y

CR

IT

IC

AL

EM

ER

G

EN

C Y

NO

RM

AL

PO

W

ER

NO

RM

AL

PO

W

ER

EX

H A U

ST

FA

N

EXH

A U

ST

FA

N

OXYGEN

OXYGEN

MED

AIR

MED

AIR

NITROUS

OXIDE

T O N A

C U

N

IT

N O R T H E R N

A

IR

H U M

ID

IF

IE

R

LI

FE

SA

FE

TY

OMNICELL OMNICELL

460 lbs460 lbs

51 1/2511/2

77 1/2" TALL77 1/2" TALL

m m A

R M m m A

R M

S

L X

N F

C m m A

R M m m

A R

M

S L

X

N

F C

" S O F F

IT

m m A

R M

2 3 " S Q .

1300m m

ARM

2 3 " S Q .

HEAD

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPENCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

F. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

G. REFER AND ADHERE TO THE INFECTION PREVENTION MEASURE

REQUIREMENTS IN SPECIFICATION SECTION 01 35 26 17.

H. EXTEND BOTH SIDES OF GYPSUM BOARD AT PARTITIONS TO

UNDERSIDE OF STRUCTURE IN AREAS WITHOUT CEILING AND

SEAL AIR TIGHT, TYPICAL, U.O.N.

I. PROVIDE HIGH IMPACT GYPSUM WALLBOARD UP TO 4'-0" A.F.F. AT

THE FOLLOWING LOCATIONS:

CORRIDORS, EQUIPMENT STORAGE ROOMS, AND STORAGE

ALCOVES

J. PROVIDE INSULATION FOR ALL INTERIOR SOUND RATED

PARTITIONS, U.O.N. EXTEND INSULATION AND GYPSUM BOARD ON

BOTH SIDES TO UNDERSIDE OF STRUCTURE. NOTCH PARTITION

TIGHTLY AROUND FRAMING AND OTHER CEILING OBSTRUCTIONS,

AND SEAL AIR TIGHT, TYPICAL, U.O.N.

K. PROVIDE CONTINUOUS FIRE RATED CONSTRUCTION AROUND ALL

RECESSED FIXTURES AND ACCESSORIES LOCATED IN FIRE RATED

PARTITIONS

L. PROVIDE AND COORDINATE BACKING PLATES FOR ALL

EQUIPMENT, ACCESSORIES, CASEWORK, ETC.

M. WHERE FLOOR FINISHES CHANGE BETWEEN TWO ROOMS,

TRANSITION SHALL OCCUR AT CENTER OF DOOR, U.O.N.

N. ADJUST FURRING SPACE AS NECESSARY TO CLEAR ANY PIPES OR

CONDUITS WITHIN THE FURRED SPACE. PROVIDE 1/2-INCH

MINIMUM CLEARANCE BETWEEN PIPES/CONDUITS AND THE BACK

OF GYPSUM BOARD, U.O.N.

O. PROVIDE ADDITIONAL FULL HEIGHT 16 GA. STEEL STUDS FROM

FLOOR TO STRUCTURE ABOVE AT EACH ADJUSTABLE SHELF

STANDARD LOCATION.

P. PROVIDE TWO ROWS OF CONTINUOUS BACKING PLATES ALONG

ALL PARTITIONS INSIDE STORAGE ROOMS, U.O.N. VERIFY

MOUNTING HEIGHT OF THE BACKING PLATES WITH OWNER, U.O.N.

Q. WHERE (N) WORK IS INSTALLED IN (E) PARTITIONS, REPLACE (E)

STUDS AS NECESSARY FOR PROPER SUPPORT OF GYP BD.

ASSEMBLY AND WALL MOUNTED EQUIPMENT, EITHER RECESSED

OR SURFACE MOUNTED.

R. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

S. REMOVE (E) GYP. BD. AS NECESSARY TO INSTALL ALL DUCT,

PIPING, CONDUIT AND ACCESSORIES. REINSTALL GYP. BD. FINISH

TO MATCH EXIST. CONDITIONS AND TO VA'S ACCEPTANCE.

T. REPLACE CORRIDOR CEILING AND FLOORING FINISHES AND PAINT

AFTER REMOVAL OF CONSTRUCTION BARRICADES.

U. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

V. CONFIRM THAT ALL EXISTING WIFI IS REMOVED AND SALVAGED

AND RELOCATED IN PLACE. CONTRACTOR TO COORDINATE WITH

OWNER.

W. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK

WITH THE OWNER AND EXISTING WARRANTY INFORMATION.

X. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

Y. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

Z. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND REPONSIBLE FOR ANY DAMAGE

THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

FLOOR PLAN GENERAL NOTES

CLEAN

SUPPLY

T1-005

RESTRICTED

CORRIDOR

T1-004

R A

M P

EXISTING

EXIT DOOR

TRAILER 1

A1-1219

ELECTRICAL

ROOM

A1-1220

BLDG 652 - N.I.C.

AE-600T

AE-600T

AE-600T

AE-600T

AE-601T

A

-1

T -0

T1-004

TRAILER 2

A1-1213

18' - 6 3/8" 3' - 2"

SIGN THAT

DESIGNATES

TERMINATION OF

SIDEWALK

EXSISTING

SIDEWALK TO

REMAIN

EXSISTING

SIDEWALK &

BOLLARDS TO

REMAIN

20' - 0"21' - 9 3/8"

5X5X1/2" FULL

HEIGHT STEEL

POST WITHIN WALL

5X5X1/2" FULL

HEIGHT STEEL

POST WITHIN WALL

5X5X1/2" FULL

HEIGHT STEEL

POST WITHIN WALL

5X5X1/2" FULL

HEIGHT STEEL

POST WITHIN WALL

8'L X 9'H X 5.5'W

STEEL BEAM AT

FLOOR AND ROOF

8'L X 9'H X 5.5'W

STEEL BEAM AT

FLOOR AND ROOF

2' - 8 5/8"

5' - 10 5/8"10' - 2 1/4"

/8

31' - 10 3/4"

CG

CG

CG

GC TO RELOCATE GOVERNMENT

FURNISHED OR TRAILERS FROM

STORAGE AREA.

GC TO RELOCATE GOVERNMENT

FURNISHED OR TRAILERS FROM

STORAGE AREA.

4' HIGH FRP, TYP.

4' HIGH FRP, TYP.

/AE-701T 11

/AE-701T 8

/AE-701T 8

/AE-701T 8

/AE-701T 8

/AE-701T 8

/AE-701T 7 /AE-701T 7

/AE-701T 7

/AE-701T 7

/AE-701T 5

INFILL EXISTING OPENING

WITH 3 1/2" METAL STUDS AT

16" O.C., MATCH EX.

EXTERIOR FINISH ; GYPSUM

WALL BOARD ON INTERIOR.

SEAL ALL AROUND

EXISTING

SIDEWALK, CURB

AND DRAIN TO

REMAIN

PATCH AND REPAIR

HEAD, JAMB, AND SILL

AS REQUIRED FOR NEW

DOOR OPENING.

FURRING WALL

SLIDING DOOR

IN J3 WALL

CONT HANDRAIL AT EACH

SIDE OF RAMP, TYP.

CONT HANDRAIL AT EACH

SIDE OF RAMP, TYP.

8' - 9 5/8"18' - 10 1/4"5' - 0 3/4"29' - 1 1/2"11' - 0"9' - 6 5/8"11' - 10 3/8"

NEW 6" CONCRETE CURB

NEW 6"

CONCRETE

CURB

EXISTING FIRE

HYDRANT TO

REMAIN

J BARRIERS PROVIDED

BY THE VA, INSTALLED

BY GC

BLDG 650 - N.I.C. BLDG 700 - N.I.C.

EXISTING BUILDING TO

REMAIN, TYPICAL.

/AE-701T 5

L A

N D

IN

G

RAMP

21' - 3"

LANDING

EXISTING DRAIN

BENEATH RAMP

3' - 0"

SOILED HOLD

T1-002

10' - 10 1/2"

3' - 2"

TRAILER 3

A1-1222

GC TO RELOCATE GOVERNMENT

FURNISHED OR TRAILERS FROM

STORAGE AREA.

4' HIGH FRP, TYP.

3' - 0" ø 5' - 0

1:12 SLOPE RAMP

DOWN

5' - 0"7' - 3 1/8"

LANDING

T1-002

T -0

(EXISTING STREET IS

ONE WAY)

RELOCATED

LIGHT POLE

/8

1:12 S

LO

P E R

A M

P

D O W

N

45°

LANDING

LA

N D

IN

G

AE-601T

AE-601T

AE-601T

45°

LANDING

1:12 S

LO

P E R

A M

P

D O W

N

1' - 0"

29' - 0" ø 5' - 0 ø 5' - 0 ø 5' - 0

PREFABRICATED METAL

RAMP AND PLATFORM

PROVIDED BY

CONTRACTOR. RAMP TO

MEET ADA REQUIREMENTS

PREFABRICATED METAL RAMP

AND PLATFORM PROVIDED BY

CONTRACTOR. RAMP TO MEET

ADA REQUIREMENTS

HW

HW

HW

HW

HW HW

PB

CR

CR

WALL

MOUNTED

IT RACK

J

G3

4' - 7 3/8" 24' - 10"

9'

0" 3' - 0"

2'

1/

2"

5'

0"

4'

1/

4"

15' - 0"

/2

3' - 4 5/8"

12' - 0"

5' - 5 1/2"

/8

/2

5' - 5 1/2"

A

A3

A6

A6

A6

R8

R

R

VESTIBULE

T1-001

A E

-5

T

AE-500T/ 1

RAMP

T1-003

/AE-701T 9

/AE-701T 9

SIM

EJ

2"

/AE-701T 7

ALIGN

FACES

AE-500T/ 3

10' - 0"

/AE-701T 9

LENGTH OF FINAL RAMP

SECTION MAY VARY. GC TO

CONFIRM TOTAL ELEVATION

DELTA FROM TRAILER

CORRIDOR TO GRADE.

PROVIDE SHOP DRAWINGS

FOR REVIEW.

AE-500T/ 4

CR

E J

AE-700T

/AE-701T 6

/AE-701T 9

/AE-701T 9

/AE-701T 10/AE-701T 10

A E

-5

T

T -0

A

-1

A

-1

A

-1

13' - 8"

AE-700T

/AE-701T 16

2" EXPANSION WALL

/AE-701T 8

SIM

HW

1' - 0"

HW

HW

AE-700T

CR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

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E M

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T R

A

IL

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A

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H

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.r v t

/3

/2

:3

:2

A

M

AE-201T

TEMP TRAILERS - FLOOR PLANS

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

3/16" = 1'-0"01

LEVEL 01 - FLOOR PLAN - OVERALL SCOPE

NORTH

Revisions: Date:

ER STAFF

LOUNGE

1A027

135 SF

CORRIDOR

C1-110

96 SF

RESTROOM

1A029

50 SF

M/W-

1A031

103 SF

OFFICE

EXAM ROOM

1A033

SUPPLY

1A034

25 SF

SOILED UTILITY

1A035

73 SF

CLEAN UTILITY

1A037

157 SF 266 SF

STAIR

#2

EQUIPMENT

STORAGE

1B116

EXAM ROOM

1B129

NURSING

STATION

128 SF

CORRIDOR

1B114

587 SF

VESTIBULE

C1-103B

259 SF

EXAM ROOM

1B117

114 SF

EXAM ROOM

1B118

117 SF

EXAM ROOM

1B119

118 SF

EXAM ROOM

1B120

122 SF

SAFE (PSYCH)

1B121

136 SF

TOILET

1B122

60 SF

OCB

OCB

OCB

OCB

OCB

OCB

OCB

OPEN TO STRUCTURE

VA TO PROVIDE TRAILERS VA TO PROVIDE TRAILERS

VA TO PROVIDE TRAILERS

ELECTRICAL

ROOM

A1-1220

CLEAN

SUPPLY

T1-005

FOR HEIGHT,

REFER TO

SECTIONS

BLDG 652 - N.I.C.

BLDG 650 - N.I.C. BLDG 700 - N.I.C.

6' - 0" 6' - 0" 4' - 4" 7' - 8" 6' - 0"

1' - 10"

REMOVE, PATCH, AND

REPAIR CEILING AS REQ'D

FOR WALL AND DOOR

INSTALLATION.

GC TO FINISH HEAD, JAMB

AND SILL AT OPENING,

TYPICAL.

GC TO FINISH HEAD, JAMB

AND SILL AT OPENING

WITH EXPANSION JOINT

PLATE, TYP.

GC TO FINISH HEAD, JAMB

AND SILL AT OPENING,

TYPICAL.

4' - 5"7' - 0"5' - 0"12' - 0"8' - 0"4' - 0"12' - 0"4' - 4"

GYP BD

SOILED HOLD

T1-002

GYP

BD

AFF

8' - 0"

GYP

BD AFF

8' - 0"

C.J.

AFF

8' - 0"

AFF

8' - 0"

GYP BD

GYP BD

VESTIBULE

T1-001

AFF

8' - 0"

EXISTING

ACT

RAMP

T1-003

RESTRICTED

CORRIDOR

T1-004

AFF

8' - 0"

GYP

BD

AE-700T

EXISTING LIGHTS AND

DIFFUSERS TO REMAIN

W Q

E Q

E Q

E Q

E Q

E Q

1' - 9" 5' - 11" 4' - 0" 3' - 11" 7' - 7"

E Q

E Q

3' - 5"1' - 10"5' - 0"

EQ EQ

EQEQ

REFLECTED CEILING PLAN GENERAL NOTES

A. ALL CEILINGS SHALL BE 8' - 0" ABOVE FINISH FLOOR, U.N.O.

(COORDINATE WITH OWNER-FURNISHED VENDOR DRAWINGS AND

EQUIPMENT.

B. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING

MOUNTED COMPONENTS, THE ARCHITECTURAL REFLECTED

CEILING PLAN SHALL GOVERN. IN THE CASE OF MAJOR

DISCREPANCIES, THE ARCHITECT SHALL BE NOTIFIED AS SOON AS

THE DISCREPANCY IS DISCOVERED PRIOR TO PROCEEDING WITH

THE WORK.

C. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR

MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED

OR INDICATED.

D. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPEAKERS,

STROBES AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN

THE CEILING TILE IN WHICH THEY OCCUR, U.N.O. ADJUST SMOKE

DETECTOR AND SPRINKLER HEAD LOCATIONS TO CLEAR OTHER

CEILING FIXTURES AND ELEMENTS AS REQUIRED.

E. ALL CORRIDOR SPRINKLER HEADS SHALL BE ALIGNED IN THE

SAME LOCATION PARALLEL TO THE WALL WITHIN EACH SPECIFIC

CEILING CONSTRUCTION. SPRINKLER HEADS SHOWN ON THIS

SHEET ARE WHERE ARCHITECTURALLY SIGNIFICANT AND FOR

DESIGN INTENT ONLY.

F. ACCESS DOOR LOCATIONS IN GYPSUM BOARD CEILINGS ARE

INDICATED ON RCP'S ONLY WHERE ARCHITECTURALLY

SIGNIFICANT. REFERENCE SPECIFICATIONS AND MEP DRAWINGS

FOR OTHER ACCESS DOOR LOCATIONS.

G. EXIT SIGNS ARE SHOWN ON REFLECTED CEILING PLAN ONLY

WHERE LOCATION IS ARCHITECTURAL SIGNIFICANT.

CEILING SYMBOLS

GYP BD CEILING

SEE DETAILS ON SHEET

AE7.0

SUPPLY AIR

RETURN AIR

ACCESS PANEL

FLUORESCENT LIGHT

EXHAUST AIR

EXIT SIGNS - HATCH

INDICATES EXIT TEXT AND

ARROW INDICATES

DIRECTION

SMOKE DETECTORSD

SUSPENDED

FLUORESCENT LIGHT

A.F.F.1'-0" CEILING HEIGHT ABOVE

FINISH FLOOR

SPRINKLER, GC TO PROVIDE

SHOP DRAWINGS FOR FIRE

SPRINKLER PLANS

OC OCCUPANCY SENSOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

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M

AE-300T

TEMP TRAILERS - REFLECTED CEILING

PLAN

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

N/A

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

3/16" = 1'-0"1

LEVEL 01 - REFLECTIVE CEILING PLAN

Revisions: Date:

EQUIPMENT

ROOM

OPEN WORK

SEMI-RESTRICTED

CORRIDOR

FROZEN

SECTIONS

EQUIPMENT

ALCOVE

OFFICE OFFICE

215 SF

2A-037

71 SF

105 SF 107 SF

STAIR

#2

VA TO PROVIDE TRAILERS VA TO PROVIDE TRAILERS

VA TO PROVIDE TRAILERS

1/4"/12"

SLOPE

/4

S L

O P

E

1/4"/12"

SLOPE

TPO ROOF

EXISTING ROOF

PARAPET

ROOF

DIVEDER

N E

W T

P O

R

O

F

NEW TPO

ROOF

CRICKET

SCUPPER

CRICKET

CRICKET

CRICKET

SCUPPER

CRICKET

EXISTING LOW ROOF

EXSISTING

SIDEWALK TO

REMAIN

EXSISTING

SIDEWALK TO

REMAIN

SCUPPER SEE DTL

CRICKETS

SLOPED

1/4"/12", TYP.

AE-702T

AE-702T

AE-702T

AE-702T

AE-702T

ACCESS

LADDER

BLDG 652 - N.I.C.

BLDG 700 - N.I.C. BLDG 700 - N.I.C.

REF. AE-702T/ 5

SCUPPER

CRICKET

/4

S L

O P

E

N E

W T

O

F

AE-702T

AE-702T

AE-702T

AE-702T

AE-702T

AE-500T/ 3

AE-500T/ 4

PARAPET

ROOF

DIVEDER

ACCESS

LADDER

/4

S L

O P

E

N E

W T

O

F

AE-702T

AE-702T

1" CONTROL JOINT BETWEEN EIFS

1" EXPANSION JOINT

/AE-701T 12

AE-702T

AE-702T

ROOF TOP

PIPES, SEE

MECHANICAL

AND PLUMBING

DRAWINGS FOR

MORE INFO

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: TPO ROOF

2. ALL ROOFING SURFACES TO SLOPE 1/4" VERTICAL PER

1' - 0" HORIZONTAL MINIMUM, U.N.O.

3. HATCHING INDICATES AREAS WHERE THE ROOF SLOPE

SURFACE SLOPE IS ACHIEVED WITH TAPERED INSULATION.

THE ROOF SURFACE SLOPE IN AREAS WITHOUT HATCHING

IS ACHIEVED WITH SLOPING STRUCTURE, U.N.O.

4. TOP OF INSULATION HEIGHTS, HIGH POINTS AND LOW

POINTS, ARE INDICATED AS THE TOP OF ROOF SURFACE

ABOVE THE ROOF DRAIN(S). (I.E. + 3.5" WHERE HIGH POINT

OF ROOF DRAIN SUMP IS +0"

5. REFER TO SHEET AE7.1 FOR TYPICAL ROOF DETAILS.

6. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR

PLUMBING EQUIPMENT SHOWN FOR INFORMATION ONLY.

REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING

DOCUMENTS AND SPECIFICATIONS FOR SPECIFIC DESIGN

INFORMATION.

8. EXISTING ROOFS TO REMAIN, U.N.O.

9. REFERENCE DEMOLITION PLANS AND SECTIONS.

10. PATCH AND REPAIR EXISTING ROOFS DAMAGED

DURING CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

T

E M

P

T R

A

IL

E R

A

R C

H

R E

V

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.r v t

/2

/2

:5

:0

P

M

AE-400T

TEMP TRAILERS - ROOF PLAN

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

N/A

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

3/16" = 1'-0"1 LEVEL 03 - ROOF PLAN

Revisions: Date:

LEVEL 00

0"

T.O. PARAPET

12' - 10"

ROOM SIGN

CARD READER

WALL PACK LIGHT

EXISTING BUILDING

BEYOND

8" CMU WALL WITH

DIRECT APPLIED EIFS,

COLOR TO MATCH

EXISTING BUILDING

LEVEL 00

0"

T.O. PARAPET

18' - 0"

TRAILER FLOOR

3' - 10"

WALL STOPS AT

BOTTOM OF

FLOOR JOISTS,

TYP.

EIFS

CONTROL

JOINT

EIFS

CONTROL

JOINT

EIFS EIFS

PARAPET CAP,

GREY TO MATCH

ADJACENT

BUILDING

STRUCTURAL

WOOD COLUMNS,

PAINT GREY

EIFS EIFS

LEVEL 00

0"

T.O. PARAPET

18' - 0"

TRAILER FLOOR

3' - 10"

PREFABRICATED

METAL PLATFORM

& RAMP

EIFS

PLYWOOD WITH

CONTINUOUS

WATERPROFING

BARRIER

EIFS

PARAPET CAP,

GREY TO MATCH

ADJACENT

BUILDING

STRUCTURAL WOOD

COLUMNS, PAINT GREY,

LOCATION PER STRUCTURAL

DRAWINGS

GC TO CONFIRM

ALIGNMENT OF

DOORS WITH FINAL

BUILT TRAILERS, TYP.

PLYWOOD WITH

CONTINUOUS

WATERPROFING

BARRIER

HAND RAIL AT

METAL LANDING

LEVEL 00

0"

T.O. PARAPET

18' - 0"

TRAILER FLOOR

3' - 10"

EIFS

PLYWOOD WITH

CONTINUOUS

WATERPROFING

BARRIER

STRUCTURAL WOOD

COLUMNS, PAINT GREY,

LOCATION PER STRUCTURAL

DRAWINGS

PREFABRICATED

METAL PLATFORM

& RAMP

EIFS

GC TO CONFIRM

ALIGNMENT OF

DOORS WITH FINAL

BUILT TRAILERS, TYP.

T.O. PARAPET

18' - 0"

TRAILER FLOOR

3' - 10"

TRAILERS TRAILERSEIFS

STRUCTURAL WOOD COLUMNS,

PAINT GREY, LOCATION PER

STRUCTURAL DRAWINGS

WHEEL FROM THE TRAILERWHEEL FROM THE TRAILER

NOTES

1. STRUCTURAL DRAWINGS GOVERN FOR JOISTS,

HANGERS, STUD SIZE, CMU SIZE, SLAB DEPTH, AND

FOOTING TYPE / SIZE.

2. ARCHITECTURAL DRAWINGS GOVERN FOR LOCATIONS

AND OVERALL DIMENSIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/1 -2

V A

T

E M

P

T R

A

IL

E R

A

R C

H

R E

V

IT

.r v t

/2

/2

:5

:0

P

M

AE-500T

ELEVATIONS

10535 HOSPITAL WAY MATHER, CA 95655

612A4-25-004

N/A

SEP 30, 2025 AESUS AESUS

TEMPORARY SURGICAL

TRAILERS

100% Submittal

1/8" = 1'-0"1 ELEC SOUTH WALL ELEVATION

1/8" = 1'-0"2 WEST ELEVATION - RAMP

1/8" = 1'-0"3 SOUTH ELEVATION - TRAILERS

1/8" = 1'-0"4 NORTH ELEVATION AT TRAILER ENCLOSURE

1/8" = 1'-0"5 EAST ELEVATION - TRAILERS

Revisions: Date:

3. EIFS COLOR TO MATCH EXISTING BUILDING

T.O. PARAPET

18' - 0"

HANDRAIL

EIFS SYSTEM OVER

BUILDING WRAP

AND EXTERIOR

SHEATHING

6" WOOD STUDS @

16" O.C. WITH 5/8"

GYP BOARD

INTERIOR FINISH.

ROOF FRAMING: 1/2"

EXTERIOR SHEATHING ON

JOIST PER STRUCTURE

TPO ROOF

MEMBRANE OVER

TAPPERED

INSULATION

EXISTING EXTERIOR

WALL HEADER

SUSPENDED

GYP BOARD

CEILING

/AE-701T 15

/AE-702T 2

NEW FOOTING,

REFER TO

STRUCTURAL

DRAWINGS

CONCRETE

RAMP NEW SLAB

ON GRADE

ALIGN NEW SLAB WITH

EXISTING CORRIDOR SLAB

CORNER GUARD

EXISTING ASPHALT

TO REMAIN, TYP.

PATCH AND REPAIR

ASPHALT AT FOOTER

LOCATIONS, TYP.

LANDING

2' - 3 7/8"

SLIDING

DOOR

VESTIBULE

T1-001

RAMP

T1-003

NEW FRAMED

RAMP

EXISTING CEILING

EXISTING ROOF AND

EQUIPMENT

NEW WALL AND HEADER

AT SLIDING DOOR

FINISH OPENING WITH

FURRING AND DRYWALL

AS RQUIRED

EXISTING

METAL WALL

BEYOND

DUCT

CHASE

1' - 6"

CANTILEVER ROOF

JOISTS OVER WALL,

REFER TO STRUCTURAL

M

IN

EXISTING

FOOTING

2" E.J.

/4

RAMP

SLOPE

/AE-702T 8

/AE-702T 11

/AE-702T 4

/AE-700T 21

PARAPET DIVIDER

/AE-700T 17

AE-700T

LEVEL 00

0"

T.O. PARAPET

18' - 0"

HANDRAIL

/8

EIFS SYSTEM OVER

BUILDING WRAP

AND EXTERIOR

SHEATHING

6" WOOD STUDS @

16" O.C. WITH 5/8"

GYP BOARD

INTERIOR FINISH.

ROOF FRAMING: 1/2"

EXTERIOR SHEATHING

ON JOIST FRAMING

PER STRUCTURAL

TPO ROOF MEMBRANE

OVER TAPERED

INSULATION

GYP BOARD

CEILING

/AE-701T 15

/AE-702T 2

NEW FOOTING,

REFER TO

STRUCTURAL

DRAWINGS

TRAILER FLOOR

3' - 10"

PATCH AND REPAIR

ASPHALT AT FOOTER

LOCATIONS, TYP.

EXISTING ASPHALT

TO REMAIN, TYP.

RESTRICTED

CORRIDOR

T1-004

B .O

C

E

IL

IN

G

B .O

J O

IS

T

S

TRAILER

RAMP

SLOPE

/AE-702T 2

LEVEL 00

0"

T.O. PARAPET

18' - 0"

AE-600T

ROOF FRAMING: 1/2"

EXTERIOR SHEATHING

ON 2XJOIST FRAMING

PER STRUCTURAL

TPO ROOF

MEMBRANE OVER

TAPERED

INSULATION

1/4"/12"

SLOPE

SUSPENDED

GYP BOARD

CEILING

2XJOIST2XJOIST

EIFS SYSTEM OVER

CONT. BUILDING

WRAP AND EXTERIOR

SHEATHING

6" WOOD STUDS @

16" O.C. WITH 5/8"

GYP BOARD

INTERIOR FINISH.

OUTLINE OF

TRAILER

RIM JOIST

2X6 WOOD STUD @ 16"

O.C. WITH 1/2" EXTERIOR

SHEATHING AND CONT.

BUILDING WRAP AND 5/8"

GYP BOARD AT INTERIOR,

UP TO ROOF.

BEAM SPANNING

BETWEEN POSTS

/AE-702T 3

/AE-702T 2

/AE-701T 15

CLEAN

SUPPLY

T1-005

PLYWOOD PER

STRUCTURAL WITH

WELDED SHEET

FLOORING PER

SPECIFICATIONS

NEW FOOTING,

REFER TO

STRUCTURAL

DRAWINGS

TRAILER FLOOR

3' - 10"

EXISTING ASPHALT

TO REMAIN, TYP.

PATCH AND REPAIR

ASPHALT AT FOOTER

LOCATIONS, TYP.

T O

B O

T T

O M

O F

C E

IL

IN

G

"RESTRICTED

CORRIDOR

T1-004

T O

B O

T T

O M

O F

R O

O F

J O

IS

T

S

/2

/AE9.50 5

LEVEL 00

0"

T.O. PARAPET

18' - 0"

OUTLINE OF

TRAILER

OUTLINE OF

TRAILER

ROOF FRAMING: 1/2"

EXTERIOR SHEATHING

ON 2X JOIST FRAMING

PER STRUCTURAL

RIM JOIST PER

STRUCTURAL

2X JOIST PER STRUCTURAL

TPO ROOF

MEMBRANE

OVER TAPERED

INSULATION

1/4"/12"

SLOPE

SUSPENDED GYP

BOARD CEILING

/AE-702T 3 /AE-702T 3

NEW FOOTING,

REFER TO

STRUCTURAL

DRAWINGS

2X6 WOOD STUD @ 16" O.C.

WITH 1/2" EXTERIOR

SHEATHING AND CONT.

BUILDING WRAP AND 5/8"

GYP BOARD INTERIOR SIDE

2X6 WOOD STUD @ 16" O.C.

WITH 1/2" EXTERIOR

SHEATHING AND CONT.

BUILDING WRAP AND 5/8"

GYP BOARD INTERIOR SIDE

CLR

8' - 0"

TRAILER FLOOR

3' - 10"

EXISTING ASPHALT

TO REMAIN, TYP.

PATCH AND REPAIR

ASPHALT AT FOOTER

LOCATIONS, TYP.

CONTINUE

PLYWOOD AND

BUILDING WRAP TO

COVER…