7a Electronic Drawings_673-21-151.pdf

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

KEY PLAN NTS NORTH

BLDG 1

C U s e rs

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\D o c u m e n ts

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A

M

G001

COVER SHEET

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

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

13000 Bruce B Downs Blvd

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 WALL

DEMOLITION

EXISTING WALL

NORTH

Tampa FL VA Health Care System

APPROVED FOR CONSTRUCTION

Project No: 673-21-151

Tampa, FL, 33612

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

BUILDING CODE:

2020 FBC - INTERNATIONAL BUILDING CODE

2020 FBC - EXISTING BUILDING CODE

2020 FBC - INTERNATIONAL ENERGY CONSERVATION CODE

2020 FFPC - NFPA

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2020 FBC - INTERNATIONAL MECHANICAL CODE

PLUMBING CODE:

2020 FBC - INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:

2020 FBC - INTERNATIONAL ELECTRICAL CODE

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

DESCRIPTION OF BUILDING: BUILDING 1 GROUND FLOOR AND ROOF.

OCCUPANCY: INSTITUTIONAL 1.2 - AMBULATORY CARE

CONSTRUCTION TYPE: TYPE II 1 HR FULLY SPRINKLERED.

ALLOWABLE AREAPER FLOOR: 20,400 (TABLE 5-B AND SECTION 505)

ACTUAL AREA LEVEL 1: 12,012 GSF

COMPONENT RATINGS:

BEARING WALLS - EXTERIOR 1 HR

BEARING WALLS - INTERIOR 1 HR

NON BEARING WALLS - EXTERIOR 1 HR

STRUCTURAL FRAME 1 HR

SHAFT ENCLOSURE 1 HR

FLOORS & FLR/CLGS 1 HR*

ROOFS & ROOF/CLGS 1 HR

OCCUPANCY SEPARATION

STORAGE ROOMS ABOVE 100 SF 1 HR

ELECTRICAL VAULT/ROOMS 3 HR

EXISTING BUILDING 2 HR

* 3 HR FLOOR SLAB & ELEC ROOMS

GENERAL NOTES

VICINITY MAP

INFECTION CONTROL MEASURES

THIS PROJECT SCOPE SHALL INCLUDE BUT NOT BE LIMITED TO REPLACING AIR HANDLER

UNIT ED-203 ON THE ROOF OF BUILDING ONE AT JAMES A. HALEY VA HOSPITAL.

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

PLUMBING, & ELECTRICAL.

DESCRIPTIONSYMBOL

Replace Air Handling Unit ED-203 673-21-151

James A Haley VA Hospital, Tampa, FL Department of Veterans Affairs

Architect

MPE Engineers

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

AESUS Design Group

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

AESUS Design Group

Orlando Gonzales (ogonzales@aesusdesign.com)

480-454-2861

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

PROJECT SITE

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

James A Haley VA Hospital, Tampa, FL

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.

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

G001 COVER SHEET

ARCHITECTURAL

AS100 PHASING PLAN

A300 DEMO ROOF PLAN

A301 ROOF PLAN

AE302 REFLECTED CEILING PLAN - LEVEL 01

AE500 DETAILS

AE955 FIRE RATED ASSEMBLIES

STRUCTURAL

S000 GENERAL STRUCTURAL NOTES & ABBREVIATIONS LIST

S001 TYPICAL INSPECTION SCHEDULES

S100 EXISTING ROOF FRAMING / PLATFORM FRAMING PLANS

MECHANICAL

M000 MECHANICAL SYMBOLS, ABBREVIATIONS, NOTES, AND SCHEDULES

MD100 GROUND FLOOR DEMOLITION PLAN

MD101 FIRST FLOOR DEMOLITION PLAN

MD102 ROOF DEMOLITION PLAN

MH100 GROUND FLOOR NEW WORK PLAN

MH101 FIRST FLOOR NEW WORK PLAN

MH102 ROOF NEW WORK PLAN

M500 MECHANICAL DETAILS

M501 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M800 MECHANICAL CONTROLS DIAGRAM

M801 MECHANICAL CONTROLS DIAGRAM

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS, NOTES, AND SCHEDULES

ED100 ELECTRICAL DEMOLITION PLAN - GROUND FLOOR

ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

ED102 ELECTRICAL DEMOLITION PLAN - ROOF

ED600 ELECTRICAL DEMOLITION - ONE-LINE DIAGRAM

EP100 ELECTRICAL POWER PLAN - GROUND FLOOR

EP101 ELECTRICAL POWER PLAN - FIRST FLOOR

EP102 ELECTRICAL POWER PLAN - ROOF

E500 ELECTRICAL DETAILS

EP600 ELECTRICAL ONE-LINE DIAGRAM

EP601 ELECTRICAL PANELBOARD SCHEDULES

Revisions: Date:

STAMP

OR

LA

NDO

ER I K GONZALES

PRO F E S S I ONA L ENG

I N

EE

R

ELEVATORNO.

0.1 0.2 0.3 0.4 0.5 0.7

E.3

D.1

B.6

EXISTING

STAIRS

EXISTING BUILDINGEXISTING ROOF

AREA OF WORK

EXISTING ROOF

PARAPET

EXISTING ROOF

PARAPET

EXISTING ROOF BELOW

EXISTING EQUIPMENT

ROOF ACCESS

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.

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 AT ANTE ROOMSHALL 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

ROOF DECK. TAPE ALL SEAMS AND PENETRATION OPENINGS TO

PREVENT CONTAMINATION FROM PASSING OVER THE TOP OR

UNDERNEATH THE WALL FROM CONSTRUCTION AREAS TO ACHIEVE

1 HR FIRE/SMOKE RATING.

D. 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.

E. TEMPORARY PARTITIONS SHALL NOT CONSTRICT WALKWAYS TO

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

NEEDS TO BE POSTED FOR THE MODIFICATIONS.

F. 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.

G. CONTRACTOR TO INSTALL TEMPORARY UPRIGHT SPRINKLERS IN

THE WORK AREA TO MAINTAIN SPRINKLER PROTECTION.

TEMPORARY CONSTRUCTION

FLOOR PLAN LEGEND

INCLUDED IN SCOPE OF WORK

1 HR BARRIER

2 HR BARRIER

1 HR FIRE/SMOKE BARRIER

2 HR FIRE/SMOKE BARRIER

SMOKE BARRIER

GENERAL HVAC PHASING:

PRIOR TO REMOVING THE EXISTING AND/OR ORDERING

THE NEW AHU, THE CONTRACTOR SHALL TAKE THE

FOLLOWING STEPS TO ENSURE SHUT DOWN TIMES ARE

KEEP TO A MINIMUM.

CONDUCT A PRE-CON MEETING TO ENSURE THE

APPROPRIATE COORDINATION IS COMPLETE TO

SUCCESSFULLY REMOVE AND REPLACE THE EXISTING

AHU IN 5 DAYS OR LESS.

THE CONTRACTOR SHALL WALK THE SITE WITH VA

CONTRACTING & FACILITIES PERSONNEL AND ALL

ASSOCIATED SUBCONTRACTORS TO REVIEW THE

DESIGN INTENT.

THE CONTRACTOR SHALL PROVIDE A WORK/PHASING

PLAN TO IDENTIFY WHAT STEPS ARE NECESSARY TO

MINIMIZE THE SHUT DOWN TIME. NOTE: THE

CONTRACTOR WILL BE ALLOTTED 5 DAYS TO REMOVE

AND REINSTALL THE AHU. PROVIDE TEMPORARY

HEATING AND COOLING FOR THE EMERGENCY

DEPARTMENT PHARMACY AREA DURING CONSTRUCTION.

THE CONTRACTOR SHALL PRODUCE COORDINATION

DRAWING TO IDENTIFY THE INSTIUATION AND

PLACEMENT OF THE NEW EQUIPMENT AND ALL

ASSOCIATED UTILITY ROUTES. THIS SHALL INCLUDE BLJT

NOT BE LIMITED TO MECHANICAL, PLUMBING,

ELECTRICAL, CONTROLS, AND ASSOCIATED

ARCHITECTURAL AND STRUCTURAL COMPONENTS.

A "FINAL" PRE-CON MEETING SHALL BE CONDUCTED TO

ENSURE ALL TRADES ARE COORDINATED AND THE

PLANNED AHU REMOVAL AND INSTAUATION FITS WITHIN

THE PARAMETERS AS DESCRIBED ABOVE.

PHASE 1:

1. CONTRACTOR SHALL PROVIDE AN INVESTIGATIVE SITE VISIT TO DETERMINE THE EXTENT OF:

A. DEMOLITION OF THE SUPPLY AND RETURN AIR DUCTWORK LOCATED IN THE CORRIDOR OF

THE EMERGENCY DEPARTMENT LOCATED ON THE 1ST FLOOR (REFER TO SHEET MD101).

B. DEMOLITION OF THE CHILLED/HEATING HOT WATER SYSTEMS LOCATED ON THE GROUND

FLOOR. (REFER TO SHEET MD100)

2. PRIOR TO DEMOLITION OF THE DUCTWORK AND PUMPS THE CONTRACTOR SHALL:

A. MANUFACTURER THE NEW DUCTWORK. THIS WILL MINIMIZE THE DOWNTIME OF THE

EMERGENCY DEPARTMENT DURING INSTALLATION.

B. PROVIDE A PLAN TO COOL THE EXISTING SPACE UTILIZING TEMPORARY HVAC DURING THE

DEMOLITION AND INSTALLATION OF THE NEW DUCTWORK. THE CONTRACTOR WILL

BERESPONSIBLE TO PROVIDE A MEANS AND METHODS TO THIS PORTION OF THE PHASING

AND THIS SHALL BE INCLUDED IN THE INITIAL BID. THIS PLAN SHALL BE REVIEWED AND

APPROVED BY THE AE.

C. PROVIDE TEMPORARY HVAC UNITS IN APPROVED LOCATIONS. TEMPORARY HVAC SHALL BE

ON STAND-BY AND READY TO BE ACTIVATED AS SOON AS THE DEMOLITION OF THE

DUCTWORK IS STARTED.

D. MANUFACTURE ALL PIPE FITTING NECESSARY TO SEAMLESSLY INSTALL THE NEW

CHILLED/HEATING WATER PUMPS.

3. CONTRACTOR SHALL START-UP TEMPORARY HVAC UNITS AND VERIFY THEY ARE OPERATIONAL.

4. THE CONTRACTOR SHALL DEMOLISH:

A. EXISTING DUCTWORK AND ALL ASSOCIATED SUPPORTS.

B. CHILLED/HEATING WATER PUMPS AND ASSOCIATED PIPING AND SUPPORT.

5. THE CONTRACTOR SHALL INSTALL:

A. NEW PREFABRICATED SUPPLY AND RETURN DUCTWORK.

B. NEW CHILLED/HEATING WATER PUMPS AND ASSOCIATED PIPES.

6. THE CONTRACTOR SHALL TEST ALL NEW CONSTRUCTION AS SPECIFIED.

7. THE TEMPORARY HVAC UNITS SHALL BE LEFT IN PLACE FOR FUTURE USE.

PHASE 2:

1. SIMULTANEOUSLY:

A. DEMOLISH AHU ED-203

1. SHUT DOWN AND DISCONNECT EXISTING UTILITIES FROM AHU.

2. REMOVE EXISTING LIGHTING PROTECTION AND RETAIN FOR RE-USE.

3. REMOVE EXISTING AHU AND ASSOCIATED DUCTWORK. MECHANICAL AND

ELECTRICAL EQUIPMENT SHALL BE STRATEGICALLY DISCONNECTED AND

RECONNECTED TO ALLOW FOR NORMAL OPERATION TO OCCUR.

TEMPORARY UNITS MAY BE NECESSARY TO MINIMIZE SHUT DOWNS.

4. THE CONTRACTOR SHALL VERIFY ALL ABANDON AND NEW PENETRATIONS

UNDER THE AHU ARE SEALED WITH THE APPROPRIATE RATING AND ARE

WATER TIGHT.

5. REMOVE THE EXISTING AHU CONCRETE PAD, ROOF CURB, AND ASSOCIATED

ROOFING AS REQUIRED FOR THE NEW AHU. THE BASIS OF DESIGN IS TO

BUILD A NEWA STEEL STRUCTURE TO SUPPORT THE NEW AHU

CONFIGURATION. NOTE, THE CONTRACTOR WILL BE REQUIRED TO UTILIZE

THE MECHANICAL SCHEDULES AND SPECIFICATIONS FOR THE NEW AHU

CONFIGURATION. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

2. ACTIVATE TEMPORARY HVAC UNITS

3. WITHIN 5-DAYS OF DEMOLISHING THE EXISTING AHU, THE CONTRACTOR SHALL HAVE THE NEW

AHU INSTALLED AND ALL CONNECTIONS COMPLETED. THESE INCLUDE

A. INSTALL NEW FLASHING FOR THE EXISTING DECK PENETRATIONS. VERIFY EXACT SIZE

AND DIMENSIONS WITH UNIT MANUFACTURES PRIOR TO ORDERING AND/OR

INSTALLATION. PATCH AND REPAIR EXISTING ROOFING AS REQUIRED TO MAINTAIN A

WARRANTABLE ROOF. THE CONTRACTOR SHALL VERIFY ANY EXISTING ROOF

WARRANTIES PRIOR TO ANY ROOF TOP WORK TO MAKE SURE HE/SHE WILL NOT BE

VOIDING ANY WARRANTIES IN PLAY.

B. INSTALL NEW AHU AND ASSOCIATED DUCTWORK. THIS SHALL INCLUDE BUT NOT BE

LIMITED TO INCREASING THE SIZE OF THE SUPPLY AND RETURN DUCTS BELOW THE

SLAB. SEE PLANS FOR ADDITIONAL INFO.

C. CONNECT ALL UTILITIES TO THE NEW AHU EQUIPMENT.

D. COORDINATE AND ADJUST THE SEQUENCE OF OPERATIONS AND CONTROLS.

4. AFTER ALL PREVIOUS WORK HAS BEEN TESTED AND APPROVED, THE CONTRACTOR SHALL

PROCEED WITH CONNECTING THE CONTROLS FOR THE NEW AHU.

5. CONTRACTOR SHALL REMOVE ALL TEMPORARY HVAC UNITS.

THE CONTRACTOR SHALL. REVIEW AND EXPAND THE ABOVE LIST AS HE/SHE FEELS FIT AS THE

0.1 0.2 0.3 0.4 0.5 0.7

E.3

D.1

B.6

TEMPORARY WALL

LOCATION, SEE

TEMPORARY

CONSTRUCTION

NOTES, THIS SHEET.

REMOVE AND REPLACE

EXISTING DOOR WITH 4' X 7'

DOOR AND FRAME GC TO

REPLACE AUTO OPENER AND

ACCESS CONTROL AS REQ'D.

EXISTING DOOR TO

REMAIN CLOSED AND

SEALED FOR THE

DURATION OF PHASE 1.

TEMPORARY ANTE-ROOM FOR

CONTRACTOR ACCESS. SEE

TEMPORARY CONSTRUCTION

NOTE C, THIS SHEET.

EXISTING DOOR TO

REMAIN CLOSED AND

SEALED FOR THE

DURATION OF PHASE 1.

AREA OF WORK

TEMPORARY

EGRESS/ACCESS

DURING CONSTRUCTION

REMOVE EXISTING

WALL FRAMING AND

HEADER AS REQ'D

FOR NEW DOOR AND

FRAME.

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

KEY PLAN NTS NORTH

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PHASING PLAN

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

1/8" = 1'-0"2 PHASE 2 - ROOF PLAN

1/8" = 1'-0"1 PHASE 1 - FLOOR PLAN

Revisions: Date:

STAMP

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DEMOLITION SYMBOL LEGEND

KEYED DEMOLITION NOTES

ITEMS SHOWN DASHED TO BE

DEMOLISHED

DEMOLITION GENERAL NOTES

REFER TO SHEET G-001 FOR ARCH DWG REFERENCE AND

MATERIAL SYMBOLS AS WELL AS ABBREVIATIONS USED ON

THIS SET OF DRAWINGS.

AREA OF WORK CONTAINTS 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. MAJOR

SHUTDOWNS REQUIRE 30 DAYS ADVANCE.NOTICE. MINOR

SHUTDOWNS REQUIRE 21 DAYS ADVANCE NOTICE.

DEMOLITION OPERATIONS ARE TO PROCEED WITH NECESSARY

PREPARATIONS AND PRECAUTIONS TAKEN TO PROTECT ITEMS

AND FINISHES TO REMAIN. THE CONTRACTOR SHALL

COORDINATE DEMOLITION OPERATIONS WITH THE VA AND

EACH SPECIFIC DEPARTMENTS PRIOR TO ANY DEMO WORK.

REMOVE AND DISPOSE ALL DEMOLISHED MATERIALS OFF SITE

WHICH ARE NOT SCHEDULED TO REMAIN, BE RELOCATED, OR

BECOME THE PROPERTY OF THE OWNER.

PIPES NO LONGER IN USE WITHIN DEMOLITION AREA ARE TO

BE REMOVED BACK TO SOURCE

DO NOT PENETRATE THE FLOOR SLAB WITHOUT COORDINATING

WITH STRUCTURAL REQUIREMENTS.

UNLESS SPECIFICALLY NOTED OTHERWISE, EXISTING FLOOR

AND CEILING MATERIALS SHALL REMAIN IN PLACE. PROTECT

FLOORS AND CEILINGS FROM DAMAGE DURING DEMOLITION

AND RENOVATION WORK.

EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD

DRAWINGS AND VISUAL FIELD SURVEYS. THE CONTRACTOR

SHALL VERIFY ACTUAL EXISTING CONDITIONS AND NOTIFY THE

VA OF ANY DISCREPANCIES.

DEMO WORK SHALL BE DONE IN A MANNER WHICH WILL NOT

CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS

OF THE PREMISES AND ADJACENT AREAS AND NOT INTERFERE

WITH ITS OPERATION. ANY DEMO WORK TO BE PERFORMED

MUST BE PLANNED IN ADVANCE AND APPROVED BY THE COR.

ANY EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY

REMOVED FOR THE PURPOSE OF PROTECTION SHALL BE

REPLACED IN ORIGINAL LOCATIONS AND CONDITIONS. ANY

MATERIAL DAMAGED SHALL BE REPLACED WITH NEW

MATERIALS OF LIKE AND QUALITY.

REFER TO AND COORDINATE WITH MECHANICAL AND

ELECTRICAL DWGS. FOR ADDITIONAL DEMOLITION

INFORMATION.

ALL MATERIALS INDICATED TO BE REMOVED SHALL BE

DISPOSED OF AND REMOVED FROM THE SITE. COORDINATE

WITH THE COR, THE REMOVAL AND FINAL DISPOSAL

LOCATION/DESTINATION(S) OF DEMOLITION. THE GC SHALL

PROVIDE MONTHLY NEMA TRACKING REPORTS.

ALL REMOVED MATERIALS AND EQUIPMENT WHICH IS

SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER.

DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE

PREMISES AS DIRECTED BY THE COR AND NEATLY STORE

THEM AND PROTECT FROM DAMAGE. ALL OTHER MATERIAL AND

EQUIPMENT SHALL BE REMOVED FROM THE PROJECT SITE AT

THE CONTRACTOR'S EXPENSE. OWNER WILL IDENTIFY

LOCATION TO PUT SALVAGED MATERIAL AT CONTRACTOR KICK

OFF MEETING.

PATCH/REPAIR ALL ELEMENTS THAT ARE TO REMAIN AND ARE

DAMAGED FROM THE DEMO WORK, BACK WITH CONSTRUCTION

TO MATCH EXISTING CONDITIONS.

IN WALLS TO BE REMOVED, STRIP ALL EXISTING ELECTRICAL

WIRING TO NEAREST ACTIVE J-BOX & CONDUIT.

INTERIM LIFE SAFETY MEASURES APPLY. COORDINATE

WITH HOSPITAL'S SAFETY OFFICER AND COR.

MATERIALS AND EQUIPMENT ACCRUING FROM WORK REMOVED

AND FROM DEMOLITION OF BUILDING OR STRUCTURES, OR

PARTS THEREOF, SHALL BE DISPOSED PER SPECIFICATION SECTION 01 74 19

REMOVE ALL EXISTING ABANDONED CONDUITS, WIRES, AND

PIPES ASSOCIATED WITH THIS CONTRACT.

DIMENSIONS ON DEMO PLANS TO BE VERIFIED WITH

CONDITIONS ON SITE BY G.C.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

THE CONTRACTOR SHALL NOTIFY THE COR 14 DAYS IN ADVANCE OF ANY

SCHEDULED DEMO WORK IN THE AREA TO ALLOW THE GOVERNMENT 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 GOVERNMENT AFTER THIS TIME SHALL BE DISPOSED

OF BY THE CONTRACTOR.

0.4 0.5 0.7

E.3

D.1

B.6

EXISTING

STAIRS

1 2

+/-40' - 0"

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

KEY PLAN NTS NORTH

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A300

DEMO ROOF PLAN

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

FLOOR PLAN KEYNOTES

1 DEMOLISH THE EXISTING AHU AND ASSOCIATED COMPONENTS. REMOVE AND

RETAIN THE EXISTING LIGHTNING PROTECTION EQUIPMENT FOR RE-INSTILLATION.

SEE MPE FOR ADDITIONAL INFO.

2 DEMOLISH EXISTING CONCRETE PAD, ROOF CURBS, AND ASSOCIATED

COMPONENTS. THE EXISTING ROOF PENETRATIONS SHALL BE PROTECTED IN

PLACE. SEE NEW WORK PLAN FOR AHU CONFIGURATION.

3 EXISTING ROOF TO REMAIN, TYPICAL. PATCH AND REPAIR ROOF AS A RESULT OF

CONSTRUCTION ACTIVITY.

4 EXISTING ROOF DRAINS TO REMAIN, TYPICAL.

5 EXISTING BUILDING, TYPICAL.

6 EXISTING WALK PADS, TYPICAL.

7 EXTENT OF ROOF DEMOLITION, COORDINATE WITH NEW WORK PLAN, TYPICAL.

8 EXISTING ROOF PENETRATIONS TO REMAIN.

9 EXISTING ROOF PARAPET.

10 EXISTING ROOF BELOW.

11 REMOVE EXISTING WALK PADS, TYPICAL.

3/16" = 1'-0"1 ROOF DEMO

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

FLOOR PLAN SYMBOLS

PROPOSED

EQUIPMENT

Revisions: Date:

STAMP

OR

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0.4 0.5 0.7

E.3

D.1

B.6

EXISTING

STAIRS

+/-40' - 0"

AE500

4' - 0" 3' - 6"

6' - 10" 23' - 1"

35' - 10"

1' - 7"

LANDING

AE500

NOTE: ALL AHU CURB

DIMENSIONS TO BE VERIFIED

WITH SHOP DRAWINGS.

FLOOR PLAN GENERAL NOTES

1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.

LARGER SCALE DRAWING SHALL HAVE PRECEDENCE OVER

SMALLER SCALE DRAWINGS. THE GC SHALL NOTIFY THE VA OF ANY

DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT PORTION

OF THE WORK.

2. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND MATERIAL

TRAFFIC AND STORAGE WITH COR.

3. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL, PLUMBING,

ELECTRICAL, AND FIRE PROTECTION.

4. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION PHASING

SHALL BE APPROVED BY COR.

5. REFER AND ADHERE TO THE INFECTION PREVENTION MEASURE

REQUIREMENTS IN SPECIFICATION SECTION 01 35 26 17

TEMPORARY ICRA BARRIER SHALL BE PROVIDED AT ALL

PATIENT RELATED AREAS AND COMPLETED PRIOR TO THE START OF ANY

WORK.

6. ASBESTOS REMEDIATION IS PART OF THE SCOPE. ALL AREAS OF WORK SHALL

BE CLEARED PRIOR TO THE START OF CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING, STORING AND RELOCATING ALL

EQUIPMENT & FURNITURE TO BE SALVAGED. ALL EXISTING CEILING MOUNTED

8. PRIOR TO THE START OF ANY WORK. THE CONTRATOR 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 COR. REFER TO SPECIFICATIONS FOR FURTHER

INFORMATION.

9. THE CONTRACTOR SHALL VERIFY ALL ITEMS AND/OR MATERIALS AND/OR

EQUIPMENT TO BE SALVAGED, PRIOR TO THE START OF DEMOLITION WORK.

10. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS.

11. BEFORE DEMOLITION, CONTRACTOR TO VERIFY WITH THE COR THE

SIGNAGE TO BE SALVAGED AND STORED FOR FUTURE USE. EXISTING AND

NEW SIGNAGE TO MATCH EXISTING WHN ADJACENT TO EXISTING

SIGNAGE. ALL OTHER NEW SIGNAGE TO MATCH FACILITY STANDARDS.

12. 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. SEE ILSM REQUIREMENTS ON AD-101.

13. THE CONTRACTOR SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGED

DURING CONSTRUCTION. MATCH EXISTING 1 HR FIRE RATING PER TYPE II

CONSTRUCTION. ALL NEW FIREPROOFING TO MEET CURRENT CODES.

14. ALL EXISTING PENETRATIONS, WITHIN LIMIT OF WORK AND NEW

CONSTRUCTION, ARE TO BE SEALED TO MATCH EXISTING CONSTRUCTION

AND RATING.

15. PROTECT ALL EXISITNG CONDITIONS & EQUIPMENT DURING

CONSTRUCTION.

16. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK WITH COR

AND EXISTING WARRANTY INFORMATION. INDEPENDENT INSPECTOR TO VERIFY

ROOF TOP WORK.

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

CONTRACTOR SHALL X-RAY USING "A MODERN DETECTION SYSTEMS" TO

LOCATE REINFORCING AND OBSTRUCTIONS IN THE CONCRETE.

18. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY OPENINGS AND

RESPONSIBLE FOR ANY DAMAGE THAT MAY RESULT FROM SUCH OPENINGS

BEING LEFT UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

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

KEY PLAN NTS NORTH

BLDG 1

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ROOF PLAN

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

FLOOR PLAN KEYNOTES

1 EXTENT OF ROOF REMOVAL AND REPAIR, TYPICAL.

2 NEW EXTERIOR AHU MOUNTED ON A PREBABRICATED STRUCTURAL CURB. VERIFY

EXACT SIZE AND CONFIGURATION WITH SHOP DRAWING SUBMITTAL(S). THE GC

SHALL VERIFY EXISTING AND NEW ROOF PENETRATIONS ARE SEALED, PERFORM A

LEAK TEST TO VERIFY. SEE MECHANICAL FOR ADDITIONAL INFO.

3 PREFABRICATED STRUCTURAL CURB FOR AHU, SEE MECHANICAL AND

STRUCTURAL FOR ADDITIONAL INFO. THE GC SHALL VERIFY THE ACTUAL AHU

EQUIPMENT SIZE PRIOR TO ORDERING THE CURB. PROVIDE COORDINATION

DRAWINGS FOR REVIEW.

4 EXISTING ROOF TO REMAIN, TYPICAL. PATCH AND REPAIR ROOF AS A RESULT OF

CONSTRUCTION ACTIVITY.

5 PREFABRICATED STAIR, LANDING, AND GUARDRAILS ATTACHED TO THE

STRUCTURAL CURB.

6 EXISTING WALK PADS, TYPICAL.

7 EXISTING ROOF PENETRATION, SEE MECHANICAL FOR ADDTIONAL INFO, TYPICAL.

8 NEW WALK PADS, TYPICAL.

9 PROVIDE A MIN. 10" CONTINUOUS HIGH DENSITY RIGID INSULATION. TAPE AND

SEAL ALL SEAMS, TYPICAL.

3/16" = 1'-0"1 ROOF NEW WORK

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

FLOOR PLAN SYMBOLS

PROPOSED

EQUIPMENT

Revisions: Date:

STAMP

OR

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PRO F E S S I ONA L ENG

I N

TOILET/SHOWER

RN MGR

ON CALL

BEREAV/COUNSEL

CONF/TRAINING

TLT TLT

ENTRY

WAITING

PRE-TRIAGE

TRIAGE 1 TRIAGE 2 TRIAGE 3

STAFF LOCKER/BREAK

EKG

HAC

MON EXAM 1

CL LINEN

WHEELCHAIR STOR.

CLEAN UTIL/EQUIP

SECURE EXAM

UNIT CLERK

PACS/CONSULT

MEDS

NURSE STATION

VESTIBULE

MON EXAM 2

SOIL UTILITY

PAT TLT./

SHOWER

MON EXAM 13

MON EXAM 12

MON EXAM 11

MON EXAM 10

MON EXAM 9

PROCEDURE/CAST

CL LINEN

MON EXAM 6

MON EXAM 5 MON EXAM 4

RADIOGRAPHY

MON EXAM 3

MON EXAM 14

(ISOLATION)

MON EXAM 15

(ISOLATION)

MON EXAM 14

(ISOLATION)

MON EXAM 15

(ISOLATION)

1E-110A

1E-109

1E-110

1E-115

1E-108

1E-106 1E-107 V1-04-1

1E-101

1E-102 1E-103 1E-104 1E-105

1E-113

1E-116

1E-118

1E-119

1A-222

1A-202

1E-138

1E-143

1E-145

1E-148

1E-147

1E-146

V1-05-1

1E-120

1E-136

1E-134

1E-140

1E-139

1E-137

1E-135

1E-133

1E-132

1E-130

1E-128 1E-127 1E-126

1E-125

1E-124

1E-141 1E-142

1E-131 1E-129

RCP GENERAL NOTES

1. 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.

2. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR MOUNTING

LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED OR INDICATED

3. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPEAKERS, STROBES

AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN THE CEILING TILE IN

WHICH THEY OCCUR, UNLESS NOTED OTHERWISE

4. ALL CORRIDOR SPRINKLER HEADS SHALL BE ALIGNED IN THE SAME

LOCATION PARALLEL TO THE WALL WITHIN EACH SPECIFIC CEILING

CONSTRUCTION. ARCHITECTURALLY SIGNIFICANT SPRINKLER HEAD

LOCATIONS MAY BE SHOWN ON REFLECTED CEILING PLAN FOR DESIGN

INTENT ONLY.

5. ACCESS DOOR LOCATIONS ARE INDICATED ON RCP'S ONLY WHERE

ARCHITECTURALLY SIGNIFICANT. REFERENCE SPECIFICATIONS AND MEP

DRAWINGS FOR OTHER ACCESS DOOR LOCATIONS. ACCESS PANELS ARE

REQUIRED IN GYP BD CEILINGS ADJACENT TO BUT NOT LIMITED TO VAV

BOXES AND CEILING MOUNTED BOOMS.

6. EXIT SIGNS ARE SHOWN ON REFLECTED CEILING PLAN ONLY WHERE

LOCATION IS ARCHITECTURAL SIGNIFICANT. CONTRACTOR TO VERIFY IN

FIELD THAT ALL EXIT SIGNS ARE VISIBLE AND NOTIFY COR IF ADDITIONAL

EXIT SIGNS NOT SHOWN ON PLAN ARE NEEDED.

7. THE GC SHALL REMOVE AND REINSTALL THE EXISTING CEILING AND

COMPONENTS TO IT'S ORIGINAL CONDITION AND LOCATION. ANY ITEMS LOST

AND/OR BROKEN DURING CONSTRUCTION WILL BE THE GC RESPONSIBILITY

TO REPLACE OR FIX. IT IS RECOMMENDED THAT THE GC VISIT THE SITE

PRIOR TO CONSTRUCTION TO SURVEY THE EXISTING CONDITIONS AND

IDENTIFY ANY DELINQUENT ITEMS.

0.1 0.3 0.4 0.5 0.7

E.3

D.1

B.6

LIMITS OF WORK

LIMITS OF WORK

CEILING SYMBOLS

SUPPLY AIR

FLUORESCENT LIGHT

2X4 ACOUSTIC CEILING

TILE

SPRINKLER

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

KEY PLAN NTS NORTH

BLDG 1

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REFLECTED CEILING PLAN - LEVEL 01

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

RCP KEYNOTES

1 REMOVE AND REINSTALL THE EXISTING CEILING AND ASSOCIATED COMPONENTS

AS REQUIRED FOR THE HVAC UPGRADES.

2 REMOVED AND REINSTALL THE EXISTING MECHANICAL DIFFUSER, TYPICAL AS

REQUIRED FOR THE HVAC UPGRADES.

3 REMOVED AND REINSTALL THE EXISTING LIGHTS, TYPICAL AS REQUIRED FOR THE

HVAC UPGRADES.

4 EXISTING SPRINKLER HEADS, GC TO PROVIDE TEMPORARY UPRIGHT SPRINKLER

HEADS DURING CONSTRUCTION AS REQ'D FOR CEILING REMOVAL AND REINSTALL

NEW SPRINKLER HEADS AT THE TIME OF CEILING REINSTALLATION. GC TO

PROVIDE NEW SPRINKLER HEADS WITH THE SAME PERFORMANCE ATTRIBUTES,

MATCH THE EXISTING APPEARANCE.

3/16" = 1'-0"1 _LEVEL 01 RCP OVERALL NEW

Revisions: Date:

STAMP

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SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

3" [7

5]

2'-0 1/16" [300]

MECHANICAL DUCT

PER MEP

SLEEVE-SEAL

SLEEVE TO DUCT

GENERAL NOTE:

SEAL ALL SEAMS, JOINTS,

AND FASTENER

PENETRATIONS -

PROVIDE STIFFENERS

AND CROSS BRACING AS

NEEDED TO PREVENT

BENDING.

PREFABRICATED,

INSULATED, ROOF

CURB - ANCHORED

TO CONC DECK

[2

] M

IN

V A

R

IE

S

VARIES

16 GA GALVANIZED

METAL ENCLOSURE

SLOPE 1/4" FT [1:50] MIN

REGLET AND

COUNTERFLASHING

ROOFING SYSTEM

GASKETED

FASTENERS AT 12"

[300mm] OC MAX

SEALANT

FILL VOID WITH

MINERAL WOOL

INSULATION -

SUPPORT WITH

POULTRY NETTING

SPRAYED VAPOR

RETARDER

NOTE: THE

CONTRACTOR

SHALL PROVIDE

UNI-STRUT DUCT

SUPPORTS AS

REQ'D. ON ROOF

AND EXTERIOR

WALL. SEE

MECHANICAL FOR

DUCT RUN.

M

IN

C U

R B

T O

B E

C U

S T

O M

H E

IG

H

T T

O C

O O

R D

IN

A

T E

W

IT

H D

U C

T T

R A

N S

IT

IO

N

MECHANICAL EQUIPMENT

CONT. VIP-RT

GASKET, TYPICAL

REGLET AND

COUNTERFLASHING

PREFABRICATED

STRUCTURAL ROOF

CURB, TYPICAL

SEALANT

TPO ROOF

MEMBRANE OVER

RIGID INSULATION.

EXISTING METAL DECK TO REMAIN

STEEL ANGLE / CHANNEL, SEE

STRUCTURAL

CONT. WOOD MAILER

REMOVE, PATCH,

AND REPAIR ROOF

AS REQ'D FOR AHU

CURB INSTALLATION.

10" HIGH DENSITY

RIGID INSULATION

4"[100]

MIN

[2

TEMPERATURE APPROPRIATE

SEALANT-TOOL TO FACILITATE

WATER RUN OFF

1" [25MM] SS DRAW

BAND

PREFABRICATED

COVER / ROOF BOOT

NOTE: ALL ROOF AND

FLOOR PENETRATIONS

SHALL BE FIRE SEALED TO

MATCH EXISTING RATING

WELDED SEAM

[2

M

IN

4"[100]

MIN

SEALANT-TOOL TO

FACILITATE WATER

RUN OFF

1" [25mm] SS

DRAW BAND

WELDED SEAM

PREFABRICATED

COVER/ROOF BOOT

TYPICAL: 12 GA AT LAY-IN CLNG OR 8

GA AT GYP BD CLG VERTICAL HANGER

WIRE AT 4'-0" EA WAY W/ MIN 3 TIGHT

TURNS IN 1 1/2" BOTH ENDS OF WIRE

TYPICAL (8" OUT FROM WALL TYP)

12 GA AT LAY-IN CLG OR 8 GA AT GYP BD

CLG BRACING WIRE W/ MIN 4 TIGHT

TURNS IN 1 1/2" BOTH ENDS OF WIRE

TYP PROVIDED ORIENTED 90 TO EACH

OTHER AT 12'-0" OC 1ST POINT 6' FROM

EACH WALL

COMPRESSION STRUTS: 1 1/2" DEEP

20 GA WALL STUD ATTACH TO MAIN

RUNNERS WITH 1/4" MACHINE BOLT

AND TO STRUCTURE WITH 3/16"

DIAMETER POWER-DRIVEN

FASTENER. COMPRESSION STRUT

SHALL NOT REPLACE HANGER WIRE

MAIN RUNNER

CROSS RUNNER

2" (MAX) FROM BRACING

WIRES TO CROSS RUNNERS

CEILING

FIXTURE 4

MAX

(TYP)

12 GA AT LAY-IN CLG OR 8 GA AT

GYP BD CLNG WIRE ATTACHED

TO OPPOSING CORNERS AT

FIXTURES DIAGONAL

1. ICBO (INTERNATIONAL COUNCIL OF BUILDING OFFICIALS) EVALUATION REPORT - 4071 GYPSUM WALLBOARD (066). (THIS REPORT HAS THE SAME REQUIREMENTS FOR GYP BD CEILINGS AND LAY-IN

CEILING.

2. ALL LATERAL SUPPORTS MUST BE LOCATED A MIN OF 6" (152mm) FROM HORIZONTAL UNBRACED PIPES

AND DUCTWORK.

3. VERTICAL STRUTS FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO

RESIST THE VERTICAL LOAD INDUCED BY THE BARRIER WIRES.

4. THE VERTICAL STRUTS AT HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" (3658mm) OC IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 6'-0" (1830mm) FROM EACH WALL.

NOTES

MAX.

MIN.

M A

X

STRUCTURE 13 GA. X

4 " WIDE

CEILING CLIP "HILTI"

OR EQUAL

4 TIGHT TURNS, TYP.

VERTICAL HANGER

WIRE 8 GA. MIN.

SAFETY WIRE, 8 GA.

MIN. CONNECTED TO

DECK

CONDUIT AND

CONNECTOR

RETAINER CLIP

GRID SPACING (CENTER TO CENTER) WIDTH (A): 6", 12", 24", 48"

LENGTH (B): 24", 48"

8 GA SPLAY BRACE

WIRES IN PLANE OF EA

RUNNER, VERTICAL

ANGLE 45 DEG MAX,

TYP. OF 4.

CROSS

RUNNERS

MAIN

RUNNERS

RUNNER, TYP. FOR 4

BRACING IN LINE WITH

NO. 8 GA. SPLAY WIRE

MAIN RUNNER

TYP. FOR 4

45 MAX.

8 GA SPLAY WIRES

@ 4'-0" O.C.-WHERE OCCURS

NO. 8GA HANGER WIRE

TYP.

2' MAX

CROSS TEE

DISTANCE FROM

CEILING TO STRUC.

ABOVE

0' TO 5'-0"

5'-0" TO 8'-0"

STRUT SIZE

2" X 2" X 1/8"

STEEL ANGLE

3" X 3" X 3/16"

STEEL ANGLE

4 TIGHT TURNS

WITHIN 1 1/2" OF

END, TYP AT EA

END

NOTE:

1. COMPRESSION STRUT IS TO BE INSTALLED AT CROSS RUNNER

INTERSECTION.

2. DIAGONAL BRACING WIRES ARE TO BE INSTALLED WITHIN 2" OF

CROSS RUNNER INTERSECTION.

3. COMPRESSION STRUCT IS NOT TO BE INSTALLED IN PLACE OF

VERTICAL HANGER WIRE.

KL/R < 200

WIRE SHALL BE ATTACHED

TO SUSPENDED MEMBERS

W/ A MIN. OF 4 TURNS

VERTICAL HANGER

(2) #12 SDST

SCREWS AT STRUT

TO MAIN RUNNER

STEEL ANGLE

COMPRESSION

STRUT (SEE DTL 5),

FREE SIDE

FIXED SIDE

F

IX

E

D S

ID

E

F R

E E

S

ID

E

NOTE:

1. 4'-0" MAX SPACING TO FIRST

BRACE LINE AT LEAST 96 SF BRACE

SPACING.

2. PROVIDE TRAPEZE OR OTHER

SUPPLEMENTARY SUPPORT

MEMBERS AT OBSTRUCTIONS TO

MAIN HANGER SPACING.

3. 8" MAX TO HANGER WIRE OR 1/4

THE LENGTH OF THE END RUNNER,

WHICHEVER IS LESS

LINE OF PERIMETER WALL

20 GA PERIMETER WALL ANGLE

CROSS RUNNER @ 2'-0" O.C.

8 GA VERTICAL HANGER WIRES @

4'-0" @ EA WAY MAX.

MAIN RUNNER @ 4'-0" O.C.

8 GA PERIMETER HANGER WIRES @

TERMINAL END OF EACH MAIN

RUNNER AND CROSS TEE

4 WAY 45 DEG DIAGONAL 8 GA WIRE

BRACING AND COMPRESSION STRUT.

ONE EVERY 96 SF MAX FOR OSHPD

8 GA MIN WIRE AT ALL 4 CORNERS OF

LIGHT FIXTURE AND AIR TERMINALS

NOTE:

ANGLE MOLDING

DRYWALL

MAIN BEAM

CROSS TEE

SPLAY WIRES

@ 4'-0" O.C.-WHERE OCCURS

NO. 8GA HANGER WIRE

- DRYWALL GRID SYSTEM SHALL BE INSTALL PER

MANUFACTURES SPECIFICATIONS

- WIRE SHALL BE ATTACHED TO SUSPENDED

MEMBERS W/ A MIN. OF 4 TURNS

DRYWALL

0.145" DIA HILTI "X-DNI"

WITH 1 1/2" EMBEDMENT

W/ WASHER

2 "

/ 2

8 "

A B

SEE NOTE 1

S E

E N

O T

E

TYP. VERTICAL HANGER WIRE ATTACHMENT

N.T.S.

TYP. FIXTURE SUPPORT

N.T.S.

TYP. SUSPENDED CEILING PLAN

N.T.S.

TYP. SUSPENDED CEILING DETAIL

NTS

TYP. SUSPENDED CEILING DETAIL

NTS

TYP. SUSPENDED CEILING

N.T.S.

TYP. SUSPENDED CEILING DETAIL

NTS

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

C U s e rs

\E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

\6

-2

-1

R e p la c e A ir H a n d lin g U n it

E D

A

R C

H

N E

W c fo n ta in e a e s u s d e s ig n .c o m

.r v t

/1

/2

:0

:5

A

M

AE500

DETAILS

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

1 1/2" = 1'-0"5

CEILING GRID ATTACHMENT

FOR SEISMIC CONDITION1

1" = 1'-0"6 SUSPENDED CEILING DETAILS

1/2" = 1'-0"1 MECHANICAL DUCT PENETRATION BOX

1 1/2" = 1'-0"2 EQUIPMENT CURB

1 1/2" = 1'-0"3 VENT PIPE PENETRATION

1 1/2" = 1'-0"4 POST BASE AT ROOF

Revisions: Date:

STAMP

OR

LA

NDO

ER I K GONZALES

PRO F E S S I ONA L ENG

I N

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

KEY PLAN NTS NORTH

BLDG 1

C U s e rs

\E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

\6

-2

-1

R e p la c e A ir H a n d lin g U n it

E D

A

R C

H

N E

W c fo n ta in e a e s u s d e s ig n .c o m

.r v t

/1

/2

:0

:5

A

M

AE955

FIRE RATED ASSEMBLIES

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

REFEREN

CE O

N

LY

REFEREN

CE O

N

LY

REFEREN

CE O

N

LY

REFEREN

CE O

N

LY

REFEREN

CE O

N

LY

REFEREN

CE O

N

LY

Revisions: Date:

STAMP

OR

LA

NDO

ER I K GONZALES

PRO F E S S I ONA L ENG

I N o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

15. FOR ITEMS TO BE SUBMITTED AS DEFERRED SUBMITTALS SEE SECTION 13 ON S1.1.

14. ALL SIGNED AND SEALED SHOP DRAWINGS AND/OR CALCULATIONS THAT ARE REQUIRED TO BE SUBMITTED FOR REVIEW SHALL BE DONE BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSINOAL ENGINEER

REGISTERED IN THE STATE OR COMMONWEALTH IN WHICH THE PROJECT IS LOCATED.

13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS WITH PREVIOUS CONSTRUCTION, EXISTING SERVICES AND THE SITE BEFORE BEGINNING WORK. THE CONTRACTOR'S STARTING WORK WITHOUT NOTIFYING THE OWNER OF READILY APPARENT DISCREPANCIES, DEFECTS, OR OMISSIONS TO EXISTING CONDITIONS THAT EFFECT HIS WORK CONSTITUTE HIS ACCEPTANCE OF THAT...

12. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY

AFFECT THE WORK OR COST THEREOF.

11. SEE SECTION 13 ON S1.1 FOR LIST OF MINIMUM REQUIRED SHOP DRAWING SUBMITTALS.

10. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THOSE STANDARDS, UNLESS

NOTED OTHERWISE.

9. TEMPORARY OR PERMANENT SYSTEMS OR FRAMING MEMBERS THAT ARE NOT SPEFICIALLY DESIGNED, DETAILED, OR SPECIFIED IN THE CONTRACT DOCUMENTS BUT ARE REQUIRED TO COMPLETE THE FINISHED STRUCTURE, SHALL BE DESIGNED AND DETAILED BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OR COMMONWEALTH IN WHICH THE PROJECT IS LOCATED. ALL REQUESTED SUBMITTALS FOR THESE SYSTEMS OR FRAMING MEMBERS SHALL BE SIGNED AND SEALED BY SAID QUALIFIED PROFESSIONAL ENGINEER. SEE SECTION 15 ON S1.1 ADDITIONAL

INFORMATION.

8. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADING VALUES USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY ERECTION OR CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER

AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

7. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPRISED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURE, DELIVERY, HANDLING, STORAGE, AND ERECTION

IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.

6. CONTRACTOR IS TO VERIFY ALL DIMENSIONS RELATIVE TO ARCHITECTURAL DRAWIGNS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE

PROCEEDING WITH WORK.

5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS ARE NOT ALL CUT ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. WHERE ANY DISCREPANCIES OCCUR

BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER

REQUIREMENTS SHALL GOVERN. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER.

4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE RESEARCH, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO

SAFETY PRECAUTIONS AND PROGRAMS.

1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL ESTABLISH AND VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC) WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL

ENGINEER THROUGH THE ARCHTIECT.

2. GENERAL

C. DO NOT LEAVE THE SITE UNTIL SATISFIED NO FIRE HAZARDS EXISTS.

B. STRUCTURAL LIQUEFACTION - WELD IN SMALL INCREMENTS. ALLOW WELDS TO HARDEN BEFORE

CONTINUING TO THE NEXT INCREMENT.

A. FIRE HAZARD - PROTECT EXISTING COMBUSTIBLES PRIOR TO WELDING. KEEP A SEPERATE

WATCHMAN AND SEVERAL FIRE EXTINGUISHERS ON HAND.

RECOMMENDATIONS TO PREVENT THESE HAZARDS:

B. STRUCTURAL LIQUEFACTION - DUE TO WELDING ACROSS THE FULL SECTION OF EXISTING

STRUCTURAL MEMBERS

A. FIRE HAZARD - DUE TO THE EXISTING CONSTRUCTION AND BUILDING CONTENTS.

7. WELDING TO AND WITHIN THE EXISTING FACILITY PRESENTS POTENTIAL HAZARDS, INCLUDING:

6. THE CONTRACTOR SHALL LOCATE REBAR IN EXISTING CONSTRUCTION PRIOR TO DRILLING OF HOLES AND SHALL TAKE CARE NOT TO DAMAGE EXISTING BARS. BEAMS AND COLUMNS ARE CRITICAL LOCATIONS WHERE HOLES ARE NOT PERMITTED. IF DAMAGE TO EXISTING REBAR OCCURS DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE. REPAIR PROCEDURES NOT DETAILED IN THE CONTRACT DOCUMENTS WILL REQUIRE PREPARATION BY A REGISTERED PROFESSIONAL ENGINEER AND

MUST BE APPROVED BY THE ENGINEER OF RECORD.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT OVERCUTTING ANY NEW PENETRATIONS. SUGGESTED METHODS INCLUDE CORING HOLES AT THE CORNERS AND SAWCUTTING OR

USING CONCRETE CHAIN SAWS WITH PLUNGE CUTTING CAPABILITIES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SHORING NECESSARY TO SAFEGUARD THE EXISTING STRUCTURE. IF SHORING IS SHOWN IT IS A PARTIAL AND SCHEMATIC REPRESENTATION OF THAT REQUIRED.