Attachment 06a - 100 Percent Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SETOffice 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

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

.1

.1

.2

\J o b s \J o b s \2

V A

A d d re s s V ie ra

S it e

D e fi c ie n c ie s \1 a A rc h it e c tu ra l\ M o d e l\

-2

-1

V ie ra

D e fi c ie n c ie s d e ta c h e d

.r v t

/2 /2

:5

:5

A

M

GI-001

COVER SHEET

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Temple, AZ, 85282

480-454-2861

David Combs

ADDRESS VIERA SITE

DEFICIENCIES

NOV. 3, 2023 AESUS AESUS

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 WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

Project No: 675-23-151

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTIONSYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP - LAKE VIERA

INFECTION CONTROL MEASURES

THIS PROJECT IS LOCATED IN MELBOURNE, FLORIDA AT THE VIERA VA MEDICAL

CENTER. THIS PROJECT WILL ADDRESS A VARIETY OF SITE DEFICIENCIES AT THE

VIERA VA CLINIC, TO INCLUDE THE INSTALLATION OF NEW EPOXY FLOORING,

CREATING A NEW BATHROOM AND OFFICE, UPGRADE PHYSICAL SECURITY AND

SAFETY EYE WASH SYSTEMS AS REQUIRED FOR THE CHILLER PLANT, REPLACING

THE MARQUEE SIGN AND CONTROLLER AT THE CLINIC MAIN ENTRANCE, ENCLOSING

AN EXISTING CONCRETE PAD AREA FOR SECURE STORAGE ADJACENT TO LOADING

DOCK, REPAIR DAMAGED AND CRACKED ASPHALT THROUGHOUT THE CLINIC

PARKING AND ROADWAY AREAS, ADDRESS POOR STORM WATER STORAGE AT THE

NORTHEAST CORNER OF THE PROPERTY.

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

MECHANICAL, PLUMBING, & ELECTRICAL.

DESCRIPTIONSYMBOL

ADDRESS VIERA SITE DEFICIENCIES 675-23-151

VIERA VA MEDICAL CENTERS

Department of Veterans Affairs

Architect

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

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

PROJECT AREA

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.

MPE Engineers

BUILDING CODE:

INTERNATIONAL BUILDING CODE (IBC)

INTERNATIONAL EXISTING BUILDING CODE (IEBC)

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC)

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC)

ELECTRICAL CODE:

NATIONAL ELECTRICAL CODE (NEC)

NO EXISTING LIFE SAFETY FEATURES WILL BE MODIFIED AS A RESULT

OF NEW CONSTRUCTION.

NFPA

NFPA NATIONAL FIRE CODES

NFPA 101 LIFE SAFETY CODE

NFPA 99 (2021)

NFPA 70

NFPA 13 (2022)

NFPA 900 (OSHA)

Viera VA Medical Center, 2900 Veterans Way, Melbourne, FL 32940

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI-001 COVER SHEET

CIVIL

CS-001 CIVIL LEGEND AND NOTES

CS-100 CIVIL OVERALL EXISTING CONDITIONS SITE PLAN

CS-101 CIVIL OVERALL SITE PLAN

CS-102 CIVIL SITE PLAN

CS-103 CIVIL DRAINAGE SITE PLAN AND EROSION CONTROL DETAILS

ARCHITECTURAL

AE-100 VIERA SCOPE/PHASING

AE-101 ENLARGED PLANS

AE-102 ENLARGED PLANS

AE-103 PARTITION TYPES

AE-104 TOILET LAYOUTS AND MOUNTING HEIGHTS

AE-105 DOOR, SAFETY GLAZING AND LOUVER INFORMATION

AE-106 CEILING DETAILS

AE-107 PARTITION HEAD DETAILS

AE-108 GYP BD DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES, DESIGN CRITERIA & ABBREVIATIONS

S-101 STRUCTURAL PLANS AND DETAILS

FIRE PROTECTION

F-000 FIRE PROTECTION NOTES, LEGENDS AND DETAILS

F-101 FIRE PROTECTION PLANS

SPECIAL SYSTEMS

E-000 SPECIAL SYSTEMS LEGEND, NOTES & ABBREVIATIONS

EY-100 VIERA - OVERALL PLAN

EY-101 SPECIAL SYSTEMS & TELECOMM. FLOOR PLAN

ET-500 TELECOMMUNICATION DETAILS

ET-600 FIBER BACKBONE RISER DIAGRAM

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

AESUS Design Group

Orlando Gonzalez (ogonzales@aesusdesign.com)

480-457-0129

Civil / Structural Engineers

8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Fire Proctection / Special System

MES GROUP, INC

550 North Reo Street Tampa, FL, 33609 813-289-4700

Revisions: Date:

STAMPSTAMP

11.03.2023

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI-001 COVER SHEET

CIVIL

CS-001 CIVIL LEGEND AND NOTES

CS-100 CIVIL OVERALL EXISTING CONDITIONS SITE PLAN

CS-101 CIVIL OVERALL SITE PLAN

CS-102 CIVIL SITE PLAN

CS-103 CIVIL DRAINAGE SITE PLAN AND EROSION CONTROL DETAILS

ARCHITECTURAL

AE-100 VIERA SCOPE/PHASING

AE-101 ENLARGED PLANS

AE-102 ENLARGED PLANS

AE-103 PARTITION TYPES

AE-104 TOILET LAYOUTS AND MOUNTING HEIGHTS

AE-105 DOOR, SAFETY GLAZING AND LOUVER INFORMATION

AE-106 CEILING DETAILS

AE-107 PARTITION HEAD DETAILS

AE-108 GYP BD DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES, DESIGN CRITERIA & ABBREVIATIONS

S-101 STRUCTURAL PLANS AND DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONS

M-201 MECHANICAL PLAN - CENTRAL PLANT

PLUMBING

P-001 PLUMBING LEGEND AND ABBREVIATIONS

P-201 PLUMBING PLAN - CENTRAL PLANT

FIRE PROTECTION

F-000 FIRE PROTECTION NOTES, LEGENDS AND DETAILS

F-101 FIRE PROTECTION PLANS

ELECTRICAL

EP-000 SYMBOLS AND ABBREVIATIONS

ED-101 ELECTRICAL DEMOLITION PLAN

EP-101 ELECTRICAL POWER PLAN

EP-100 ELECTRICAL SITE PLAN - OVERALL

EP-601 ELECTRICAL ONE-LINE DIAGRAM

EL-101 ELECTRICAL LIGHTING PLAN

EL-401 LIGHTING DETAILS

SPECIAL SYSTEMS

E-000 SPECIAL SYSTEMS LEGEND, NOTES & ABBREVIATIONS

EY-100 VIERA - OVERALL PLAN

EY-101 SPECIAL SYSTEMS & TELECOMM. FLOOR PLAN

ET-500 TELECOMMUNICATION DETAILS

ET-600 FIBER BACKBONE RISER DIAGRAM

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

EP-100

EP-101

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

J:

\A

E S

U S

V

IE

R A

V A

S

IT

E D

E

FI

C

IE

N C

IE

S

\C A

D D

\C

IV

IL

\C

1.

0.

D W

G 3/

9/

1:

:1

A M

ADDRESS VIERA SITE

DEFICIENCIES

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

NOVEMBER 3, 2023 RAZ BLG

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

Revisions: Date:

ABBREVIATIONS

CIVIL TABLE OF CONTENTSGENERAL CIVIL NOTES CIVIL LEGEND

CS-001

CIVIL LEGEND AND NOTES

GRADING NOTES

11/03/2023

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

VIERA VA MEDICAL CENTER

NORTH

CIVIL LEGEND

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

SHEET NOTES:

SD

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

J:

\A

E S

U S

V

IE

R A

V A

S

IT

E D

E

FI

C

IE

N C

IE

S

\C A

D D

\C

IV

IL

\C

1.

0.

D W

G 3/

9/

1:

:1

A M

ADDRESS VIERA SITE

DEFICIENCIES

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

NOVEMBER 3, 2023 RAZ BLG

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

Revisions: Date:

CS-100

CIVIL OVERALL EXISTING

CONDITIONS SITE PLAN

11/03/2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, CS-102

VIERA VA MEDICAL CENTER

CS-102

CS-102

CS-102

NORTH

CIVIL LEGEND

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

SHEET NOTES:

SD

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

J:

\A

E S

U S

V

IE

R A

V A

S

IT

E D

E

FI

C

IE

N C

IE

S

\C A

D D

\C

IV

IL

\C

1.

0.

D W

G 3/

9/

1:

:1

A M

ADDRESS VIERA SITE

DEFICIENCIES

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

NOVEMBER 3, 2023 RAZ BLG

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

Revisions: Date:

CS-101

CIVIL OVERALL SITE PLAN

11/03/2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, NORTH

CIVIL LEGEND

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

SHEET NOTES:

SD

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

J:

\A

E S

U S

V

IE

R A

V A

S

IT

E D

E

FI

C

IE

N C

IE

S

\C A

D D

\C

IV

IL

\C

1.

0.

D W

G 3/

9/

1:

:1

A M

ADDRESS VIERA SITE

DEFICIENCIES

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

NOVEMBER 3, 2023 RAZ BLG

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

Revisions: Date:

CS-102

CIVIL SITE PLAN

11/03/2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, CS-103

CIVIL DRAINAGE SITE PLAN AND

EROSION CONTROL DETAILS

NORTH

CIVIL LEGEND

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

SHEET NOTES:

SD

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

J:

\A

E S

U S

V

IE

R A

V A

S

IT

E D

E

FI

C

IE

N C

IE

S

\C A

D D

\C

IV

IL

\C

1.

0.

D W

G 3/

9/

1:

:1

A M

ADDRESS VIERA SITE

DEFICIENCIES

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

NOVEMBER 3, 2023 RAZ BLG

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

Revisions: Date:

11/03/2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, C R

/AE-102 1

/AE-102 3

ITEM A

ITEM E

ITEM D

ITEM B

/AE-102 10

ITEM C

ITEM G

/AE-101 1

CHILLER BUILDING

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) EXCEPT FOR THE

ASPHALT REPAIRS, FOG COATING AND PARKING LOT RESTRIPING,

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

FLOOR PLAN LEGEND

NOT INCLUDED IN SCOPE OF WORK

SCOPE OF

WORK

SITE PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

2. CONTRACTOR SHALL PHASE ROAD REMOVAL AND CONSTRUCTION SO AS

TO ALWAYS ALLOW AT LEAST ONE LANE OF TRAFFIC ON MAIN ACCESS

DRIVE. CONTRACTOR MAY CLOSE DRIVE TO ER/TRAUMA

ENTRANCE, BUT MUST COORDINATE WITH VA COR. TRAFFIC CLOSURE

SHALL MEET MUTCD REQUIREMENTS AND SHALL HAVE LIGHTED

BARRICADES FOR PROJECT.

3. CONTRACTOR SHALL INSTALL TEMPORARY 6' TALL CHAIN LINK SECURITY

FENCING TO SECURE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL

GATES TO ALLOW WORKING ACCESS FOR EQUIPMENT

AND PEOPLE.

4. CONTRACTOR SHALL BLOCK OFF SIDEWALK WITH ORANGE SNOW FENCE

AND INSTALL TEMPORARY SIGNAGE INDICATING THAT THE SIDEWALK IS

CLOSED.

5. CONTRACTOR SHALL PROVIDE TEMPORARY GRAVEL FILL, AS NEEDED, TO

ALLOW FOR VEHICULAR TRAFFIC TO USE ROADWAY WHILE NOT ACTIVELY

WORKING IN THE TRENCH. CONTRACTOR WILL BE RESPONSIBLE FOR

ENSURING THE TEMPORARY GRAVEL FILL IS AT GRADE AND WILL RESPOND

IMMEDIATELEY IF TEMPORARY GRAVEL FILL AREA SETTLES, CREATING A

HAZARD.

6. CONTRACTOR SHALL SUPPLY TRAFFIC CONTROL IN COMPLIANCE WITH

ALL MUTCD REGULATIONS. TRAFFIC CONTROL SHALL CONSIST OF AT LEAST

TYPE II BARRICADES WITH LIGHTS ON RESTRICTED

LANES OF TRAFFIC AND AT THE EDGE OF PAVEMENT WITH TEMPORARY

ACCESS OVER THE ROCKED IN LANE. TRAFFIC CONES MAY BE NEEDED ON

A TEMPORARY BASIS TO REDIRECT.

SCOPE OF WORK ITEMS

A. INSTALL EPOXY FLOORING SYSTEM AT THE VIERA CHILLER PLANT

APPROXIMATELY 5000 FT/SQ. SYSTEM SHALL BE NON-SLIP AND

RESISTANT TO CHEMICAL AND MECHANICAL DAMAGE.

B. CREATE OFFICE AREA OF APPROXIMATELY 150 FT/SQ INSIDE THE

VIERA CHILLER PLANT TO INCLUDE OVERSIZE WINDOWS TO VIEW

PLANT SYSTEMS, A NEW DOOR SYSTEM, AND CREATE

APPROXIMATELY A 100 FT/SQ NEW BATHROOM FACILITY UTILIZING

EXISTING ROUGHED IN PLUMBING.

C. UPGRADE VIERA CHILLER PLANT PHYSICAL SECURITY SYSTEMS

AS PER VA DESIGN GUIDES AND REGULATIONS, INCLUDING ALL

REQUIRED CAMERA SURVEILLANCE, ACCESS CONTROL AND

INTRUSION ALARM SYSTEMS.

D. REPLACE THE EXISTING ELECTRONIC MARQUEE SIGN AND

CONTROLLER AT THE CLINIC MAIN ENTRANCE WITH A MULTI-

COLOR NETWORKED SYSTEM CAPABLE OF DISPLAYING A VARIETY

OF LARGE COMPUTER-GENERATED IMAGES AND ALPHA-NUMERIC

DYNAMIC MESSAGES GENERATED FROM REMOTE LOCATIONS.

E. FULLY ENCLOSE AN EXISTING CONCREATE PAD AND WALL AREA

OF APPROXIMATELY 250 FT/SQ ADJACENT TO THE LOADING DOCK

FOR SECURE OUTDOOR STORAGE.

F. REPAIR ALL DAMAGED ASPHALT ROADWAYS AND PARKING AREAS

AND PERFORM FOG COAT APPLICATION(S) AND REPAINTING OF

ALL STRIPING.

G. ADDRESS POOR STORMWATER DRAINAGE AT THE NORTHEAST

AREA OF CLINIC PROPERTY TO MINIMIZE FLOODING.

HAZARDOUS MATERIALS

1. THE CONSTRACTOR AND THE CONTRATOR'S SUBS SHALL HAVE RESPONSIBILITY

FOR THE DISCOVERY, PRESENCE, HANDLING REMOVAL OR DISPOSAL OF OR

EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE

PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS

PRODUCTS, LEAD-BASED PAINTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER

TOXIC SUBSTANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION

OF EXISTING HVAC FILTERS WITHIN THE AREA OF WORK.

2. ALL PENETRATIONS IN GYPSUM WALL BOARD CEILINGS SHALL BE TIGHTLY

SEALED.

3. APPROPRIATE PROTECTION OF THE PUBLIC AND WORKMEN SHALL BE TAKEN

REGARDING WORK INVOLVING SAID MATERIALS.

4. ASBESTOS-CONTAINING MATERIALS AFFECTED BY THIS WORK SHALL BE

REMOVED AND DISPOSED OF IN ACCORDANCE WITH 29 CFR 1926.1101 (OSHA)

AND NESHAP's REGULATIONS.

5. ASBESTOS REMOVAL SHALL BE PERFORMED BY A LICENSED ASBESTOS

ABATEMENT CONTRACTOR.

6. THE OWNER SHALL BE PROVIDED WITH COPIES OF ALL NOTIFICATIONS, PERMITS,

AIR SAMPLING RESULTS, DISPOSAL MANIFESTS AND ANY OTHER PAPER WORK

GENERATED IN THE ABATEMENT PROCESS.

7. 'WARNING' ASBESTOS MAY BE PRESENT IN EXTERIOR WALL TRANSITE

PANELS, AS WELL AS, TRANSITE PIPES. CONTRACTOR TO DISPOSE OF ALL

HAZARDOUS WASTE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. CONTRACTOR TO WEAR PROPER PROTECTIVE GEAR ACTING IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

8. 'WARNING' ASBESTOS MAY BE PRESENT IN EXISTING FLOORING.

CONTRACTOR TO DISPOSE OF ALL HAZARDOUS WASTE IN ACCORDANCE WITH

LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR TO WEAR PROPER

PROTECTIVE GEAR ACTING IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS.

9. 'WARNING' LEAD MAY BE PRESENT IN STRUCTURAL STEEL PAINT AND OTHER

PAINTED SURFACES. CONTRACTOR TO DISPOSE OF ALL HAZARDOUS WASTE IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR

TO WEAR PROPER PROTECTIVE GEAR ACTING IN ACCORDANCE WITH LOCAL,

STATE AND FEDERAL REGULATIONS.

10. REMOVE ALL ASBESTOS CONTAINING MATERIALS AFFECTING BY SCOPE OF

WORK.

12. THE CONTRACTOR SHALL REMOVE ENVIRONMENTALLY REGULATED MATERIALS

SUCH AS ASBESTOS AND LEAD-CONTAINING PAINTS IF ENCOUNTERED OR

SUSPECTED IN THE SCOPE OF WORK. IT SHALL BE THE CONTRACTOR'S OBLIGATION

TO UNDERSTAND THE NATURE, CHARACTER, QUALITY AND SIZES OF MATERIALS

LIKELY TO BE ENCOUNTERS AND IMPACTED BY THE PROJECT. FAILURE TO SO, DOES

NOT RELIEVE THE CONTRACTOR FROM THE OBLIGATION TO FURNISH ALL MATERIALS

AND LABOR TO CARRY OUT THE PROVISIONS OF THIS CONTRACT.

13. CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING WORK

ACTIVITIES THAT MAY IMPACT ENVIRONMENTALLY-REGULATED MATERIALS WITH

WORK SPECIFIED IN OTHER CONTRACT DOCUMENT SECTIONS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING ANY

ITEMS TO REMAIN INCLUDING, RETAINING WALLS, MECHANICAL, ELECTRICAL,

PLUMBING AND OTHER UTILITIES NOT SPECIFIED TO BE DEMOLISHED. REFER TO

SPECIFICATIONS, ARCHITECTURAL, DEMOLITION AND MEP DRAWINGS.

15. ENERGIZED EQUIPMENT AND UTILITIES (ELECTRICAL TRANSFORMERS AND

MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS) AS TAGGED BY THE

OWNERS REPRESENTATIVE MUST REMAIN ENERGIZED DURING ABATEMENT

ACTIVITIES. CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT AND

UTILITIES AND TAKE APPROPRIATE PRECAUTIONS TO PREVENT PERSONNEL

INJURIES OR DAMAGE TO THE STRUCTURE.

16. SEAL ALL AREAS. FLOOR PENETRATIONS WITH PLASTIC, TAPE, EPOXY OR FOAM

OR A COMBINATION THEREOF TO PREVENT MIGRATION OF LIQUID OR DEBRIS

FROM THE WORK.

17. INSTALL VISIBLE WARNING PLACARDS ON STATIONARY EQUIPMENT TO REMAIN

ENERGIZED. PLACARDS SHALL MEET OSHA REQUIREMENTS INCLUDING, BUT NOT

LIMITED TO CFR 1926.416-1926.417, AND BE SUFFICIENTLY SIZED, COLORED AND

WORDED TO WARN PERSONNEL ENTERING THE AREA TO ITS PRESENCE. AT A

MINIMUM THE SIGNS SHALL BE 8.5"X11" IN SIZE AND CONTAIN THE LANGUAGE

"HIGH VOLTAGE" IN BLACK ON A YELLOW BACKGROUND.

18. ALL LEAD-RELATED REMOVAL AND DEMOLITION WORK SHALL BE PERFORMED BY

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH) CERTIFIED SUPERVISORS

AND WORKERS.

19. CONTRACTOR SHALL DISMANTLE FLUORESCENT LIGHT FIXTURES AND

CONTAINERIZE FIXTURE BALLASTS FOR DISPOSAL BY OWNER.

20. CONTRACTOR SHALL REMOVE AND RECYCLE ALL MERCURY-CONTAINING

AMPOULES IN SWITCHBOARDS, PNEUMATIC CONTROLS, WALL RECEPTACLES,

EXIT SIGNS, FIRE DETENTION / ALARM DEVICES, AND THERMOSTATS. SUBMIT FOR

APPROVAL TO THE GOVERNMENT'S REPRESENTATIVE, THE NAME OF THE

CALIFORNIA EPA DEPARTMENT OF TOXIC SUBSTANCES AND CONTROL (CAL/EPA

DTSC) RECYCLE CENTER TO BE UTILIZED. PACKAGE AMPOULES IN ORDER TO

PREVENT DAMAGE FROM THE TIME OF REMOVAL, DURING TEMPORARY ON SITE

STORAGE, AND TRANSPORT TO THE RECYCLE CENTER.

21. CONTRACTOR SHALL REMOVE AND RECYCLE OZONE DEPLETING SUBSTANCES

(ODS) SUCH AS CHLOROFLUOROCARBONS (CFCS) AND

HYDROCHLOROFLUOROCARBONS (HCFCS), AS WELL AS HALON, SULFUR DIOXIDE

(SO2) AND AMMONIA (NH3) FROM SYSTEMS, EQUIPMENT AND COMPONENTS.

22. CONTRACTOR SHALL KEEP ASBESTOS, LEAD, PCBS, METALS AND ETC. WASTES

IN SEPARATE CONTAINERS.

23. CONTRACTOR SHALL PROVIDE ALL WASTE CHARACTERIZATION / TESTING AND

PROFILES FOR DISPOSAL OF ALL REMOVED AND DEMOLISHED BUILDING

MATERIALS AND EQUIPMENT COATED WITH LEAD PAINT OR CONTAMINATED WITH

LEAD AND METALS. COLLECT CHARACTERIZATION SAMPLES WITH GOVERNMENT

REPRESENTATIVE.

25. LEAD-CONTAINING PAINTS, COATINGS AND GLAZING MABY BE

PRESENT ON THE PROJECT SITE. THE GOVERNMENT HAS A ZERO-TOLERANCE

POLICY FOR UNCONTROLLED LEAD RELEASES DURING LEAD RELATED

CONSTRUCTION ACTIVITIES. EACH EMPLOYER WHO HAS A WORKPLACE OR

OPERATION COVERED BY THIS STANDARD SHALL INITIALLY DETERMINE IF ANY

EMPLOYEE MAY BE EXPOSED TO LEAD AT OR ABOVE THE ACTION LEVEL AND TAKE

ALL NECESSARY STEPS TO COMPLY WITH THE REGULATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SETOffice 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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

.1

.1

.2

\J o b s \J o b s \2

V A

A d d re s s V ie ra

S it e

D e fi c ie n c ie s \1 a A rc h it e c tu ra l\ M o d e l\

-2

-1

V ie ra

D e fi c ie n c ie s d e ta c h e d

.r v t

/2 /2

:5

:4

A

M

AE-100

VIERA SCOPE/PHASING

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Temple, AZ, 85282

480-454-2861

David Combs

ADDRESS VIERA SITE

DEFICIENCIES

NOV. 3, 2023 AESUS AESUS

1/32" = 1'-0"1 LEVEL 01 - VIERA_PHASING

N

Revisions: Date:

STAMPSTAMP

11.03.2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, A

OFFICE

BATHROOM

DC

CR

DC

CR

ACID WASH ENTIRE SPACE AND POLYURETHANE COAT

TRAFFIC COATING, SEE SPECIFICATIONS.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

NEW CAMERA, VERIFY

EXACT LOCATION WITH COR.

PHONE

/AE-102 1

EXISTING GATE TO REMAIN

EXISTING GATE TO REMAIN

EXISTING DOOR TO REMAIN EXISTING DOOR TO REMAIN

NEW KEYPAD/CARD READER,

TYPICAL. PATCH AND REPAIR WALL

AS REQ'D FOR INSTALLATION.

MODIFY EXISTING DOOR AS REQ'D

FOR ACCESS CONTROL. SEE

ELECTRICAL FOR ADDITIONAL INFO.

NEW KEYPAD/CARD READER,

TYPICAL. PATCH AND REPAIR WALL

AS REQ'D FOR INSTALLATION.

MODIFY EXISTING DOOR AS REQ'D

FOR ACCESS CONTROL. SEE

ELECTRICAL FOR ADDITIONAL INFO.

EXISTING DOOR TO REMAIN

C R

NEW CAMERA, VERIFY

EXACT CAMERA

LOCATION WITH COR.

ALL PENETRATIONS

SHALL BE SEALED TO

MATCH EXISTING

RATING AND FINISH

TYPICAL.

NEW TELECOMM EQUIPMENT,

SEE ELECTRICAL FOR

ADDITIONAL INFORMATION.

PROVIDE A 4' HIGH X 8' WIDE

X 3/4" FRT PLYWOOD

BACKBOARD, A/C GRADE.

PAINT PLYWOOD SURFACE

GLOSS WHITE PER ISTS.

CARD READER

DOOR BUZZER LOCATION.

CONTROL ROOM TO HAVE

VIDEO MONITORING AND

REMOTE DOOR CONTROL.

REF. SPECIAL EQUIPMENT

PLANS 1/EY-101.

GC TO INSTALL THE NEW

WALL 4" PAST THE EXISTING

PULL BOX TO ALLOW FOR

CLEARANCE AND

MAINENANCE.

4"

EXISTING FEC

EXISTING FIRE

ALARM PULL

STATION

EXISTING

SWITCH

CHILLER BUILDING

DOOR SYMBOLS

DOOR CONTACT

CARD READER

DC

CR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SETOffice 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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

.1

.1

.2

\J o b s \J o b s \2

V A

A d d re s s V ie ra

S it e

D e fi c ie n c ie s \1 a A rc h it e c tu ra l\ M o d e l\

-2

-1

V ie ra

D e fi c ie n c ie s d e ta c h e d

.r v t

/2 /2

:5

:5

A

M

AE-101

ENLARGED PLANS

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Temple, AZ, 85282

480-454-2861

David Combs

ADDRESS VIERA SITE

DEFICIENCIES

NOV. 3, 2023 AESUS AESUS

1/4" = 1'-0"1 ENLARGED CHILLER BUILDING

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

WORK MUST BE ACCOMPLISHED IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

TECHNOLOGY ALONG WITH OTHER SYSTEMS. THIS WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT NO

ADDITIONAL COST. SEE MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY

PLANS FOR ADDITIONAL WORK.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFYALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO

DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH AND

REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES AND

DUCTSFURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE

FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL

CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE

AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK WITH

GENERAL CONTRACTOR PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE TYPES

WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY

DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR

DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT PLYWOOD

BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED

OTHERWISE.

14. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS INDICATED BY

SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE AND UPGRADE

AS REQUIRED. ALL FIRE RESISTIVE RATED WALLS SHALL BE CONSTRUCTED OF

MATERIALS / ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE DECK

ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL PENETRATIONS SHALL BE

SEALED WITH A TESTED ASSEMBLY. ALL SMOKE PARTITIONS SHALL BE CONSTRUCTED

OF MATERIALS THAT RESIST THE PASSAGE OF SMOKE, TERMINATE AT THE DECK

ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL PENETRATIONS SHALL BE

SEALED WITH FIRE CAULK.

15. THE GC SHALL MODIFY AND RELOCATE EXISTING AREA DRAINS AS REQUIRED TO

INSTALL BUILDING FOUNDATIONS.

GENERAL NOTES

Revisions: Date:

STAMPSTAMP

11.03.2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, VARIES

FIN. GRADE

VARIES

FIN. GRADE

1/4

1/4

3/16 3/16

1/4

1/4

1/4

3/16 3/16

1/4 1/4

3"

2" 2"

1/2"1/2" 3

1 1/2"

CL

LC

WHEEL

1/4" THK. STL.

SUPPORT BRACKET

PAINT TO MATCH

FRAME

6" x 2" THK.

RUBBER WHEEL

W/ STEEL HUB

3/4"∅ STEEL

AXLE BOLT

L 6" X 3" X 5__

" (LLH)

X 4" LONG @ WHEEL

ASSEMBLY LOCATION

STL. SPRING

LINE OF MAX.

DROP

EXTERIORINTERIOR

LC

CL

WHEEL

L6X3X 5__

" (LLH) X 4" LONG -

ALIGNED WITH WHEEL

SUPPORT ASSEMBLY

HSS 9X3X3/16" PAINTED

1_

" GUSSET PLATE - LEG LENGTH =

3" @ 1:1 SLOPE CENTERED ON THE

WHEEL SUPPORT ASSEMBLY WIDTH

STL. SPRING

1/4" THK. STL. SUPPORT

BRACKET PAINT TO

MATCH FRAME

6" x 2" THK. RUBBER

WHEEL W/ STEEL HUB

3/4"∅ STEEL AXLE

BOLT

LINE OF MAX.

DROP

L6X3 ANGLE TO

SUPPORT BRACKET

HSS 9" X 3" X 3__

FRAME BEYOND.

L6X3 ANGLE TO

SUPPORT BRACKET

L6X3 ANGLE TO

HSS FRAME

FLOOR PLAN SYMBOLS

DEMOLITION

EXISITNG WALL

NEW WALL

A

OFFICE

BATHROOM

X3

X

A

A3

A

2' - 4" 5' - 6"

10' - 6" V.I.F

V

.I .F

7' - 0"

6' - 9" V.I.F

EXISTING

DOOR TO

REMAIN

EXISTING

WALL TO

REMAIN

EXISTING

WALL TO

REMAIN

EXISTING

WALL TO

REMAIN

COMBINATION

EYEWASH/SHOWER

STATION

5'-6"W X 4'-0"H

WINDOW 3'-0"

A.F.F.

3'-6"W X 4'-0"H

WINDOW 3'-0"

A.F.F.

1' - 9" 3' - 4" 2' - 1" 1' - 6" 2' - 2"

REMOVE AND REPLACE THE (E)

INTAKE LOUVER WITH A MOTORIZED

LOUVER. PROVIDE ALL FLASHING AND

SEALANT AS REQ'D. SEE MPE FOR

ADDITIONAL INFO.

NEW LIGHT

FIXTURE, TYP.

GYP

BD

ACT

AFF

8' - 0"

AFF

8' - 0"

NEW

DIFFUSER, TYP.

EXHAUST, SEE

MECHANICAL

NOTE: PROVIDE CONT. SOUND

ATTENUATION BLANKETS ON

TOP OF CEILING SYSTEM.

ACCESS

PANEL

SEE TYPICAL

CEILING DETAILS

ON SHEET AE-106.

3' - 6"

3' - 3"

NOTE: THE GC SHALL FIELD

LOCATE AND CONFIRM THE

FINAL SPRINKLER HEAD

LOCATIONS WITH COR.

NEW SPRINKLER,

SEE FP PLAN, TYP.

SUPPLY, SEE

MECHANICAL.

RETURN, SEE

MECHANICAL

NEW LIGHT

FIXTURE, TYP.

EQ EQ

CORE DRILL FOR NEW

EXHAUST. PROVIDE ALL

FLASHING AND SEALANT AS

REQ'D.

NOTE: THE GC MUST LOCATE

AND AVOID CUTTING (E) WALL

REINFORCING AND SUPPORTS.

DEMO EXISTING EQUIPMENT PAD,

PATCH, GRIND, AND REPAIR SLAB

AS REQUIRED. MATCH ADJACENT

FINISH AND TEXTURE. NOTE,

DIMENSIONS MAY VARY DUE TO

FIELD CONDTIONS.

NEW DOUBLE

SWING GATE

EXISTING WALL TO

REMAIN

14' - 5"

AE-102

REF. AE-102/ 6

AE-102

15' - 2 1/2"

/4

3' - 1 1/4" 8' - 2" 3' - 11 1/4"

/4

NOTE: SEE ELECTRICAL AND

FP PLANS FOR ADDITIONAL

INFO.

STEEL BEAM TO BE PAINTED,

SEE STRUCTRAL FOR

ADDITIONAL INFO

METAL ROOF

DECK

EXISTING

WALL TO

REMAIN

PATCH AND REPAIR

EXISTING SLAB AS

REQ'D

1/4"/12"

SLOPE

TPO ROOF OVER

TAPERED INSULATION

CONT. GRAVEL STOP

AT ROOF EDGE,

TYPICAL.

EXISTING

WALL TO

REMAIN

/AE-106 1

8' - 2" V.I.F. +/- 4' - 1"

AE-102

1/4"/12"

SLOPE

16' - 7"

NEW ROOF

HPLP

OUTLINE

OF WALL

BELOW

AE-102

NOTE: ALL EXPOSED STEEL

SHALL BE PAINTED TO MATCH

EXISTING

RELOCATED GATE

PROVIDE NEW STANLEY BB852

PRISON HINGES TYP. OF EACH

LEAF

EXISTING CONCRETE WALL

SECTION 'A'

HSS 4" X 4" X 1/4" POST

M

IN

JAMB ANCHOR PLATE, SEE STRUCTURAL

NOTE: ALL EXPOSED

STEEL SHALL BE

PAINTED

3/16

CL

EXTERIOR INTERIOR

HSS 4" X 4" X 1_

PAINTED

HSS 3" X 3" X 3__

PAINTED

GATE IN CLOSED

POSITION

PERFORATED

STEEL PLATE

GATE IN OPEN POSITION

JAMB ANCHOR PLATE, SEE

STRUCTURAL.

EXISTING CONCRETE WALL

1/4"/12"

SLOPE

NEW 3/4" X 3" STEEL SLEEVES SET

IN CONC. ONE EA. IN "OPEN" &

"CLOSED" POSITIONS.

CORRUGATED METAL PANELS, PAINTED

EXISTING SLAB

PROVIDE STANLEY

BB852 PRISON HINGES

TYP. OF EACH LEAF

PADLOCK

HASP W/ GATE

1/2" DIA. W/ 3" EMBEDMENT

BOLTS W/ GATE

HSS 4" X 4" X 1/4" POST -

TYPICAL AT EACH JAMB. SEE

STRUCTURAL FOR POST

ATTACHMENT. PROVIDE CAP

PLATES AT TOP OF POST.

V.I.F. 15' - 3"

AE-102

AE-102

/AE-102 9

TPO ROOF OVER

TAPERED INSULATION

CONT. GRAVEL STOP

AT ROOF EDGE,

TYPICAL.

EXISTING WALLS TO

REMAIN

/AE-106 1

C L R

NOTE: THE GC TO LOCATE

AND AVOID CUTTING (E) SLAB

REINFORCING

STRUCTURAL STEEL, PAINTED. SEE

STRUCUTRAL FOR ADDITIONAL INFO.

EDGE OF SLAB OUTLINE OF

EXISTING SIGN

8' - 7"

VA

U.S. Department of Veterans Affairs

DEMOLISH EXISTING

MARQUEE SIGN,

KEEPING STRUCTURAL

COMPONENTS INTACT

EXISTING FOUNDATION

AND STRUCTURAL

COMPONENTS TO

REMAIN

CEILING SYMBOLS

GYP BD

SUPPLY AIR

FLUORESCENT LIGHT

EXHAUST AIR

ACT - ACOUSTIC CEILING

TILE

DOWNLIGHT

A.F.F.1'-0"

CEILING HEIGHT ABOVE

FINISH FLOOR

SPRINKLER, SEE FP

PLANS, TYP.

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: MODIFIED BUILT UP 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 A7.51/A7.52 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.

7. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL, ELECTRICAL AND

PLUMBING EQUIPMENT AS REQUIRED TO PROVIDE SERVICE ACCESS. WALKWAY

PROTECTION IS INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL

LOCATIONS OF ALL EQUIPMENT.

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

9. REFERENCE DEMOLITION PLANS AND SECTIONS.

10. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING CONSTRUCTION.

REFLECTED CEILING PLAN GENERAL NOTES

A. THE GC SHALL VISIT THE SITE PRIOR TO BIDDING TO BETTER UNDERSTAND THE

EXISTING CONDITIONS, TYPICAL.

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 REMOVED AND RE-INSTALLED AS REQUIRED TO

INSTALL THE NEW CABLE TRAY, SEE MPE FOR ADDITIONAL INFO.

E. ALL SPRINKLER HEADS SHALL REMAIN UNDISTURBED UNLESS NOTED OTHERWISE.

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.

H. AT NEW DUCTWORK IN EXISTING CEILING TO REMAIN. REMOVE AND SALVAGE

CEILING GRID, CEILING TILES, AND CEILING FIXTURES. REINSTALL IN PLACE, PATCH

AND REPAIR AS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SETOffice 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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VIERA VA MEDICAL CENTER, 2900 VETERANS

WAY, MELBOURNE, FL 32940

675-23-151

.1

.1

.2

\J o b s \J o b s \2

V A

A d d re s s V ie ra

S it e

D e fi c ie n c ie s \1 a A rc h it e c tu ra l\ M o d e l\

-2

-1

V ie ra

D e fi c ie n c ie s d e ta c h e d

.r v t

/2 /2

:5

:5

A

M

AE-102

ENLARGED PLANS

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Temple, AZ, 85282

480-454-2861

David Combs

ADDRESS VIERA SITE

DEFICIENCIES

NOV. 3, 2023 AESUS AESUS

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

WORK MUST BE ACCOMPLISHED IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

TECHNOLOGY ALONG WITH OTHER SYSTEMS. THIS WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT NO

ADDITIONAL COST. SEE MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY

PLANS FOR ADDITIONAL WORK.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFYALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO

DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH AND

REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES AND

DUCTSFURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE

FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL

CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE

AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK WITH

GENERAL CONTRACTOR PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE TYPES

WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY

DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR

DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT PLYWOOD

BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED

OTHERWISE.

14. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS INDICATED BY

SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE AND UPGRADE

AS REQUIRED. ALL FIRE RESISTIVE RATED WALLS SHALL BE CONSTRUCTED OF

MATERIALS / ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE DECK

ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL PENETRATIONS SHALL BE

SEALED WITH A TESTED ASSEMBLY. ALL SMOKE PARTITIONS SHALL BE CONSTRUCTED

OF MATERIALS THAT RESIST THE PASSAGE OF SMOKE, TERMINATE AT THE DECK

ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL PENETRATIONS SHALL BE

SEALED WITH FIRE CAULK.

15. THE GC SHALL MODIFY AND RELOCATE EXISTING AREA DRAINS AS REQUIRED TO

INSTALL BUILDING FOUNDATIONS.

GENERAL NOTES

1/4" = 1'-0"1 ENLARGED OFFICE AND BATHROOM

1/4" = 1'-0"2 LEVEL 01 - VIERA_RCP_1 - AREA A1

1/4" = 1'-0"3 ENLARGED ENCLOSURE

1/4" = 1'-0"4 ENCLOSURE SECTION

1/4" = 1'-0"5 ENCLOSURE ROOF PLAN

1 1/2" = 1'-0"7 GATE SECTION

1 1/2" = 1'-0"8 GATE JAMB

1 1/2" = 1'-0"9 GATE WHEEL

1/4" = 1'-0"6 GATE ELEVATION

1/2" = 1'-0"10 ENLARGED MARQUEE SIGN

1/2" = 1'-0"11 MARQUEE SIGN DEMO ELEVATION

Revisions: Date:

STAMPSTAMP

11.03.2023

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, REFER TO

PARTITION

HEAD DETAILS

SEALANT

MTL RUNNER

SEALANT

MTL RUNNER

5/8" GYP BD EACH

SIDE

LINE OF

STRUCTURE

LINE OF

CEILING

BOTTOM OF

EXISTING

STRUCTURE

FLOOR PLAN

DESIGNATION

NO SOUND

ATTENUATION

FLOOR PLAN

DESIGNATION

WITH SOUND

ATTENUATION

STUD

SIZE

PART

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

STC:

NO SOUND

REMARKS

3 5/8" 4 7/8"

NON-

RATED

N/A 49

W/3" SAB

A3 A3

TYPE "A"

PARTITION WIDTH

REFER TO SCHEDULE

BELOW FOR

NOTES

PARTITION TYPE INCLUDED IN

SCOPE OF WORK

PARTITION TYPE NOT

INCLUDED IN SCOPE OF

WORK

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A

COMBINATION OF BOTH DESIGNATIONS.

2. THERE ARE TWO TYPES OF SYMBOL DESIGNATIONS, ONE FOR PARTITONS NOT REQUIRING SOUND

ATTENUATION

AND ANOTHER FOR PARTITIONS WHICH REQUIRE SOUND ATTENUATION. REFER TO PARTITION MATRICES

FOR

SOUND ATTENUATION BLANKET (SAB) MINIMUM THICKNESS FOR STC INDICATED.

3. THERE ARE TWO SYMBOL DESIGNATION SYSTEMS USED. THE FIRST SYSTEM CONSISTS OF TWO AND THREE CHARACTERS, THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE. THE SECOND

CHARACTER IS

NUMERIC INDICATING THE STUD OR CMU WIDTH. REFER TO LEGEND BELOW. THIS SYSTEM IS USED TO

DEFINE

WALL TYPES: A, B, C, D, E, F, H, J, K, M, R

THE # CHARACTER BELOW THE LINE INDICATES THE HEIGHT OF THE SPECIFIC WALL COMPONENT. THE HEIGHT OF A SPECIFIC WALL COMPONENT. REFER TO THE LEGEND BELOW. THIS SYSTEM IS USED TO DEFINE

WALL TYPES: RA THRU RR

4. IF NO SYMBOL DESIGNATION IS PROVIDED, THE STUD SIZE WILL BE 3 5/8".

5. THE GRAPHIC DESIGNATION IS INCORPORATED FOR PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE

RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT. REFER TO NOTE 18.

6. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE

EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

7. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD. REFER TO PARTITION

MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.

8. SEALANT:

1. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE/SMOKE FIRE RESISTANT FILL

MATERIAL IN

CONJUNCTION WITH AN APPROPRIATE RATED FIRE/SMOKE FIRE STOPPING SYSTEM.

2. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL

SEALANT.

9. INSULATION: - HEAD CONDITIONS AT FLOOR/ROOF DECK

1. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL WOOL INSULATION.

2. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE SOUND ATTENUATION

BLANKETS (SAB).

3. PROVIDE FULL THICKNESS INSULATION INSIDE ALL STUD BOX BEAMS AND HEADERS WHICH OCCUR

IN

WALLS WITH SOUND ATTENUATION.

10. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM SPACING AND ALLOWABLE LIMITING

HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES.

11. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS (SAB), EXTEND SAB TO FULL

HEIGHT

OF PARTITION UNLESS OTHERWISE INDICATED. FLOOR TRACK TO BE SET IN A CONT BED OF SEALANT.

12. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO SURROUND ALL OPENINGS IN

RATED

PARTITIONS.

NUMERIC

CHARACTER

STUD

WIDTH

CMU

WIDTH

1 5/8" 2 1/2" 3 5/8"

4" 6"

3 5/8" 5 5/8" 7 5/8"

11 5/8"

13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH

SOFFITS.

14. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND SMOKE RESISTANT RATING SHALLBE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH SEGMENT OF THE WALL

AND 6' - 0" OC MAX EACH SIDE.

15. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL

INFORMATION.

16. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN PARTITIONS SECTION.

17. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING INFORMATION.

18. GRAPHIC DESIGNATION

19. DO NOT APPLY BULLNOSE BLOCK AT CORNER GUARD LOCATIONS.

20. MASONRY REINFORCEMENT: REFERENCE STRUCTURAL DRAWINGS.

21. HW (HEAD OF WALL) DETAILS DO NOT ALTER PARTITION TYPES NOTED ON PLANS.

4 HR FIRE BARRIER

3 HR FIRE BARRIER

2 HR SMOKE BARRIER

2 HR FIRE BARRIER

2 HR FIRE BARRIER/SHAFT WALL

1 HR SMOKE BARRIER

1 HR FIRE BARRIER

1 HR FIRE BARRIER/SHAFT WALL

SMOKE PARTITION (NON RATED)

PRIORITY

1 HIGHEST

5 LOWEST

NOTE:

1. NOT ALL PARTITION TYPES SHOWN ON THIS SHEET ARE USED ON THIS PROJECT.

2. THE SHADED PORTIONS OF A PARTITION TYPE ARE NOT INCLUDED IN THE SCOPE OF THE

WORK.

3. THE UN-SHADED PORTIONS OF ALL PARTITION TYPES ARE INTENDED TO BE IN THE SCOPE OF

THE WORK.

HATCHING:

NUMERIC

CHARACTER

CMU/BRICK

HEIGHT

9' - 4" 10' - 8" 12' - 8" 18' - 8" 14' - 0"

SYMBOL DESIGNATIONS

(NO…