ATTACHMENT 2 - Drawings - 1 of 2.pdf

PDF 15 MB Posted Sep 3, 2024

Attached to: Y1DA--675-22-701 EHRM Infrastructure Upgrades Construction Lake Baldwin (Orlando)
Solicitation number: 36C77624B0028
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Sep 3, 2024

This document appears to be ATTACHMENT 2 - Drawings - 1 of 2 for the federal contract opportunity "Y1DA--675-22-701 EHRM Infrastructure Upgrades Construction Lake Baldwin (Orlando)" solicited by the Department of Veterans Affairs Technology Acquisition Center Austin.

The drawings provide technical specifications and details for the construction of EHRM infrastructure upgrades at the Lake Baldwin facility in Orlando, Florida. The solicitation seeks a contractor to perform this construction work. Key details include the solicitation number 36C77624B0028, the agency involved (Department of Veterans Affairs), and the opportunity type (Solicitation). No specific pricing terms, set asides, award dates, or other salient information is provided in this attachment, as it appears to be a technical drawing document rather than the full solicitation.

View the file

Other files

File	Type	Posted
36C77624B0028 0006.pdf	PDF	Oct 28, 2024
Building 502 - Plumbing Documentation.zip	ZIP file	Oct 22, 2024
Technical Questions Speadsheet - Lake Baldwin - Part 2.docx	DOCX document	Oct 22, 2024
36C77624B0028 0005.pdf	PDF	Oct 22, 2024
36C77624B0028 0004.pdf	PDF	Oct 21, 2024
36C77624B0028 0003.pdf	PDF	Oct 10, 2024
Technical Questions Spreadsheet - Lake Baldwin.docx	DOCX document	Oct 10, 2024
36C77624B0028 0002.pdf	PDF	Oct 7, 2024
Site Visit Sign-in Sheet - Lake Baldwin.pdf	PDF	Sep 12, 2024
36C77624B0028 0001.pdf	PDF	Sep 12, 2024
ATTACHMENT 5 - Asbestos Report - Part 4.zip	ZIP file	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 262416.pdf	PDF	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 260923.pdf	PDF	Sep 3, 2024
36C77624B0028_1.docx	DOCX document	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 312000.pdf	PDF	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 312011.pdf	PDF	Sep 3, 2024
ATTACHMENT 4 - VA Lake Baldwin EHRM - Addendum 01 - 8-27-24.pdf	PDF	Sep 3, 2024
ATTACHMENT 5 - Asbestos Report - Part 2.zip	ZIP file	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 260573.pdf	PDF	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 _ 01 91 00.pdf	PDF	Sep 3, 2024
ATTACHMENT 1 - Specifications.pdf	PDF	Sep 3, 2024
ATTACHMENT 7 - Pre-Construction Risk Assessment.pdf	PDF	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 265100.pdf	PDF	Sep 3, 2024
ATTACHMENT 10 - Site Visit Instructions.pdf	PDF	Sep 3, 2024
ATTACHMENT 8 - Limitations on Subcontracting - Construction.docx	DOCX document	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 010000.pdf	PDF	Sep 3, 2024
ATTACHMENT 5 - Asbestos Report - Part 3.zip	ZIP file	Sep 3, 2024
ATTACHMENT 5 - Asbestos Report - Part 6.zip	ZIP file	Sep 3, 2024
ATTACHMENT 5 - Asbestos Report - Part 1.zip	ZIP file	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 262921.pdf	PDF	Sep 3, 2024
ATTACHMENT 3 - Drawings - 2 of 2.pdf	PDF	Sep 3, 2024
ATTACHMENT 6 - Brand Name Justification - Lake Baldwin Redacted.pdf	PDF	Sep 3, 2024
ATTACHMENT 9 - Construction Wage Rates - Orange - 7-12-24.pdf	PDF	Sep 3, 2024
ATTACHMENT 5 - Asbestos Report - Part 5.zip	ZIP file	Sep 3, 2024
ATTACHMENT 4 - Addendum 01 - 013323.pdf	PDF	Sep 3, 2024

Show all 35

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

B513

B505 B506 B507 B508

B504

B500

B503

B509

B501 B518

B3130

B3136

B517

B3133

B3134

B3135

B3132

B510

B521B520

B522

B519

B519A

B520A

B3126 B3125

B3128

B3129

B502

NASH STREET

Retention

Pond

POND #1

VAULT

SW10-4

POND #2

RAYMOND STREET

S P

A C

E S

M E

R C

Y A

V E

N U

C O

M F

O R

T A

V E

N U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10 engineering discipline <EDIT TEXT>:

FINAL - BID

DOCUMENTS

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

-2 -7

A L a k e B a ld w in

R e v it jd o rn a n D

S R

W .r v t

/2 /2

GI001

COVER SHEET EHRM VA LAKE BALDWIN

5201 Raymond St, Orlando, FL 32803

675-22-701

Dec. 22.2023 AESUS AESUS

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Tempe, AZ, 85282

480-454-2861

David Combs

MES GROUP, INC

550 North Reo Street

Tampa, FL, 33609

813-289-4700

David Keith

A3-301

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

WINDOW TAG

AE-301

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

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

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

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

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

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

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

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

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

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 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

QTY QUANTITY

QT QUARRY TILE

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

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

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

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 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

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

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

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

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 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

5201 Raymond St

Department of Veterans Affairs

KEYED NOTE

WALL TYPE

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: 675-22-701

Orlando, FL 32803

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP

INFECTION CONTROL MEASURES

THIS PROJECT IS LOCATED IN ORLANDO, FLORIDA AT THE LAKE BALDWIN VA MEDICAL

CENTER. ALL TELECOMMUNICATION ROOMS ARE EXISTING AND CURRENTLY

OPERATIONAL AT THE FACILITY. THE INTENT OF THIS PROJECT IS TO CORRECT NOTED

DEFICIENCIES AND BRING THE CAMPUS UP TO THE CURRENT STANDARD AS OUTLINED IN

THE VA OI&T INFRASTRUCTURE STANDARDS DESIGN GUIDE. THE SCOPE OF WORK FOR

THIS PROJECT INCLUDES BUILDINGS 500, 501, 502, 504, 505, 506, 507, 508, 510, 517, 519, 519A, 521, 3128, 3129, 3130, 3132, 3133, 3134 AND SITE AS OUTLINED IN THE SOW.

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

MECHANICAL, PLUMBING, & ELECTRICAL.

DESCRIPTIONSYMBOL

EHRM INFRASTRUCTURE UPGRADES, 675 - 22 -701

Lake Baldwin - Orlando VA Medical Center Department of Veterans Affairs

Architect

MPE Engineers

550 North Reo Street, Tampa, FL, 33609

MES Group, Inc

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

AESUS Design Group

David Keith

813-289-4700

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

Lake Baldwin - Orlando VA Medical Center

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.

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

NO LIFE SAFETY WILL BE AFFECTED BY THIS PROJECT.

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

Civil Engineer

3242, Henderson Boulevard

Suite 200

Pennoni Associates, Inc

Tampa, FL 33609

813-258-0066

Revisions: Date:

STAMPSTAMP

12.21.2023

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. ADDITIONAL SUSPECT MATERIALS DISCOVERED ON SITE, WHICH WILL BE DISTURBED BY THIS WORK, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER FOR EVALUATION AND ADDITIONAL TESTING. SUSPECT MATERIALS SHALL NOT BE DISTURBED. SUSPECT MATERIALS SHALL BE ISOLATED FROM THE REMAINING WORK AREA BY APPROPRIATE MEMBRANE BARRIERS UNTIL TESTING RESULTS ARE RECEIVED AND APPROPRIATE PROTECTION AND REMEDIAL MEASURES CAN BE

ASSESSED.

5. 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.

6. ASBESTOS REMOVAL SHALL BE PERFORMED BY A LICENSED ASBESTOS

ABATEMENT CONTRACTOR.

7. 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.

8. 'WARNING' ASBESTOS PRESENT MAY BE LOCATED IN AREAS SUCH AS: FIRE PROOFING ON STRUCTURAL STEEL OVERSPRAY ON 4" I-BEAMS, CONCRETE DECKS, AND PIPING INSULATION TO NAME A FEW. 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. REFER TO SPECIFICATION SECTION 02 82 13.

9. 'WARNING' ASBESTOS MAY BE PRESENT IN VINYL COMPOSITION TILE AND MASTIC. 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.REFER TO SPECIFICATION

SECTION 02 82 13.19.

10. '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.

11. REMOVE ALL ASBESTOS CONTAINING MATERIALS IDENTIFIED INCLUDING, BUT NOT LIMITED TO, VCT FLOORING, CEILING TILES, FIREPROOFING AND EXTERIOR PANELS AFFECTING BY SCOPE OF WORK.

12. CONTRACTOR SHALL REMOVE ENVIRONMENTALLY REGULATED MATERIALS INCLUDING BUT NOT LIMITED TO, ASBESTOS (TSI ELBOW, SPRAY-APPLIED ACOUSTIC CEILING COVERING, 12"X12" FLOOR TILE AND ASSOCIATE MASTIC, VINYL SHEET FLOORING, BASE COVE AND ADHESIVE, SHEETROCK WALLS AND JOINT COMPOUND, 12"X12" ACOUSTIC WALL TILE AND ADHESIVE, 2'X4' LAY-IN CEILING PANELS, FIREPROOFING AND DEBRIS). IT SHALL BE THE CONTRACTOR'S OBLIGATION TO UNDERSTAND TO THE NATURE, CHARACTER, QUALITY AND SIZES OF MATERIALS LIKELY TO BE ENCOUNTERS AND IMPACTED BY THE PROJECT. FAILURE TO BE 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. CONTRACTOR SHALL DISMANTLE FLUORESCENT LIGHT FIXTURES AND CONTAINERIZE FIXTURE BALLASTS FOR DISPOSAL BY

OWNER.

18. 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.

19. CONTRACTOR SHALL KEEP ASBESTOS, LEAD, PCBS, METALS AND ETC. WASTES IN SEPARATE CONTAINERS.

20. 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.

HAZARDOUS MATERIALS

1. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND MATERIAL

TRAFFIC AND STORAGE WITH COR.

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

ELECTRICAL, AND FIRE PROTECTION.

3. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION PHASING

SHALL BE APPROVED BY COR.

4. 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.

5. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND ROOF

REPAIRS WITH THE COR.

6. ALL AREAS OF WORK SHALL BE FULLY ABATED AND CLEARED OF

HAZARDOUS MATERIALS BEFORE PROCEEDING WITH CONSTRUCTION.

7. THE GC SHALL REVIEW THE LATEST HAZARDOUS MATERIAL REPORT BY

ENCORP AND ABATEMENT SPECIFICATIONS 02 82 11 PRIOR TO PROVIDING A

FINAL BID.

8. PRIOR TO AND POST ABATEMENT ACTIVITIES MUST BE AUTHORIZED BY AN

APPROVED INSPECTOR. AN APPROVED INSPECTOR MUST BE ON SITE AT ALL

TIMES DURING ABATEMENT ACTIVITIES.

9. ABATEMENT AT INTERSTITIAL SPACE TO OCCUR AFTER OCCUPANTS AT

THE LEVEL BELOW HAVE RELOCATED TO TEMPORARY LOCATIONS AND

PRIOR TO DEMOLITION AND PREP.

CONTRACTOR WORK PLAN:

CONTRACTOR IS TO SUBMIT WORK PLAN TO INCLUDE THE FOLLOWING FOR

APPROVAL BY COR:

1. CONSTRUCTION ENTRANCE

2. CONTRACTOR TRAFFIC PATH TO CONSTRUCTION SITE

3. SERVICE ELEVATORS

4. CONSTRUCTION BARRIER

- TEMPORARY WALL AND DOOR

5. TACKY DUST MAT (SIZE)

6. EXISTING DOOR AND PARTITION TO ACT AS ICRA BARRIER. CONTRACTOR

SHALL MODIFY EXISTING ASSEMBLIES AS NECESSARY TO ENSURE EXISTING

PARTITION MEETS THE CRITERIA FOR ICRA PARTITIONS AS DESCRIBED IN

GENERAL NOTES.

7. PROVIDE NEGATIVE PRESSURE AIR MACHINES FOR BOTH HAZARDOUS

MATERIAL ABATEMENT AND NON-HAZARDOUS MATERIAL WORK. REFER TO

DIVISION 01 & 02 SPECIFICATIONS FOR ADDITIONAL INFORMATION. HEPA

FILTRATION WILL ALSO BE REQUIRED.

8. TEMPORARY EXITING

- EXISTING MEANS OF EGRESS AND EXITS ARE TO BE MAINTAINED

DURING DEMOLITION AND CONSTRUCTION.

- MAINTAIN 44 INCHES MINIMUM CLEARANCE TO ALL REQUIRED

EXITS.

9. TEMPORARY DIRECTIONAL SIGNAGE

10. TEMPORARY LIGHTING/EMERGENCY LIGHTING

-EXIT SIGN AT CONSTRUCTION ENTRANCE/EXIT DURING ALL PHASES

OF CONSTRUCTION.

11. TEMPORARY SPRINKLERS PER NFPA

12. FIRE EXTINGUISHERS

-AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED AN EACH

FLOOR LEVEL

-AT EACH STAIRWAY,

-AT LEAST ONE EXTINGUISHER IN ALL STORAGE AND

CONSTRUCTION SHEDS,

-AT LEAST ONE EXTINGUISHER IN LOCATIONS WHERE FLAMMABLE

OR COMBUSTIBLE LIQUIDS ARE STORED OR USED

-AT LEAST ONE EXTINGUISHER WHERE OTHER SPECIAL HAZARDS

ARE PRESENT PER CFC SECTION 3315.1.

13. ALL CONTRACTORS AND/OR THEIR SUB-CONTRACTORS PERFORMING

WORK ON THE PROJECT PREMISES SHALL BE RESPONSIBLE FOR INITIATING,

MAINTAINING AND SUPERVISING A REASONABLE PRUDENT SAFETY

PROGRAM INCLUDING, BUT NOT LIMITED TO, THE ISOLATION OF WORK

AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT

ENDANGER OTHER WORKERS AND/OR OCCUPANTS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND

WHERE REQUIRED BY THE VA, THE OPERATIONAL MAINTENANCE OF FIRE

LIFE SAFETY DEVICES WITHIN THE AREA OF WORK

CONTRACTOR WORK PLAN GENERAL DEMOLITION NOTES

A. EXISTING CONSTRUCTION TO BE REMOVED IS INDICATED ON

THE DRAWINGS: COORDINATE DEMOLITION WITH

ARCHITECTURAL DRAWINGS AND REQUIREMENTS SHOWN ON

ALL MECHANICAL PLUMBING AND ELECTRICAL, AND

STRUCTURAL DRAWINGS

B. EXISTING CONDITIONS SHOWN ARE FROM AVAILBLE RECORD

DRAWINGS AND VISUAL FIELD SURVEYS. THE CONTRACTOR

SHALL VERIFY ACTUAL EXISTING CONDITIONS AND NOTIFY THE

OWNER OF ANY DISCREPENCIES.

C. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH

ADJACENT BUILDING AREAS

D. AREA OF WORK CONTAINS BUILDING INFRASTRUCTURE WHICH

MAY BE CRITICAL TO THE ONGOING OPERATIONS OF THE

HOSPITAL. ATTENTION SHALL BE BROUGHT TO THE COR PRIOR

TO ANY DEMOLITION OR SHUT-DOWNS. REFER TO

SPECIFICATIONS FOR MAJOR AND MINOR SHUTDOWN

PROCEDURES.

E. PROTECT EXISTING MATIERALS AND EQUIPMENT WHICH ARE

NOT TO BE DEMOLISHED. CONTRACTOR TO PROTECT FROM

DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS, ETC.

CONTRACTOR IS RESPONSIBLE FOR REPAIR AND

REPLACEMENT OF ALL DAMAGED FLOORING, WALLS, CEILINGS,

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

MATCH EXISTING.

F. MAINTAIN PROTECTED EGRESS AND ACCESS TO THE WORK.

ALSO MAINTAIN REQUIRED EGRESS AROUND TEMPORARY

PARTITIONS.

G. REMOVE ANY UNUSED OR ABANDONED MATERIALS IN WALLS

AND ABOVE CEILINGS.

H. THE CONTRACTOR SHALL NOTIFY THE OWNER IN ADVANCE OF

ANY SCHEDULED DEMO WORK IN THE AREA TO ALLOW THE

OWNER TO REMOVE PERSONAL BELONGINGS AND DESIGNATE

ALL MEDICAL EQUIPMENT, FURNITURE, AND OTHER ITEMS TO

BE SALVAGED AND STORED BY THE CONTRACTOR. ALL ITEMS

NOT DESIGNATED AS "SALVAGED" BY THE OWNER AFTER THIS

TIME SHALL BE DISPOSED OF BY THE CONTRACTOR. REFER TO

SPECIFICATION FOR NOTIFICATION REQUIREMENTS.

I. OWNER SHALL REMOVE ALL EQUIPMENT AND WALL-MOUNTED

FURNITURE, AND ALL WALL MOUNTED SINGAGE AND ARTWORK

TO BE SALVAGED PRIOR TO COMMENCEMENT OF DEMOLITION.

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

LINES. COORDINATE EXTENT OF DEMOLITION OF EXISTING

ITEMS TO BE PARTIALLY DEMOLISHED WITH THE FLOOR PLAN

AND REFLECTED CEILING PLAN.

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

MAGNETS, PNEUMATIC DAMPER OPERATORS, AND HEATING

COIL ACTUATORS AND VLAVES. SALVAGED ITEMS ARE TO BE

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

PROJECT. REPORT ANY OTHER ITEMS TO OWNER FOR

HANDLING.

L. CONTRACTOR SHALL REMOVE EXISTING INSULATION OR PIPE

JACKETING WHERE IT DOES NOT COMPLY WITH FIRE

STOPPING REQUIREMENTS AT PIPING PENETRATIONS AND

OTHER CONDITIONS WHERE FIRE STOPPING IS REQUIRED.

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

M. REMOVE ANY REMAINING CASEWORK AND EQUIPMENT NOT

INDICATED ON PLANS IN SPACES, REQUIRING DEMOLITION IN

ITS ENTIRETY.

N. REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS OFF-

SITE WHICH ARE NOT SCHEDULED TO REMAIN, BE RELOCATED,

OR BECOME THE PROPERTY OF THE OWNER.

O. DO NOT PROCEED WITH DEMOLITION WORK BEFORE THE

INSTALLATION OF CONSTRUCTION TUNNEL AND BARRICADES.

RELOCATE CONSTRUCTION BARRICADES AS NECESSARY FOR

CONSTRUCTION WORK AND/OR AS DIRECTED BY VA AT NO

ADDITIONAL COST TO VA.

P. CONTRACTOR TO SUBMIT BARRICADE LOCATIONS DRAWINGS

TO VA FOR REVIEW AND APPROVAL PRIOR TO THE

INSTALLATION.

Q. PROVIDE CONSTRUCTION BARRICADE IN ALL OCCUPIED AREAS

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

COST TO VA.

R. PROVIDE TEMPORARY EXIT SIGNS AND ILLUMINATION LEVELS

PER THE IBC AND VA GUIDELINES. ALL EGRESS PATHS SHALL

REMAIN CLEAR AT ALL TIMES.

S. ALL CONSTRUCTION BARRICADES FIRE-RATING SHALL

MAINTAIN FIRE RATING CONTINUITY OF THE SURROUNDING

WALLS. FIRE-RATING OF CONSTRUCTION ACCESS DOORS

SHALL BE APPROPRIATE FOR THE FIRE-RATED WALL TYPES.

PAINT ALL TUNNELS AND BARRICADES ON THE SIDE VISIBLE TO

THE PUBLIC.

T. CONTRACTOR TO VERIFY EXISTING CONDITIONS AT ALL

COLUMNS AND CHASES PRIOR TO DEMOLITION

U. REMOVE CONSTRUCTION TUNNEL AND BARRICADE AT

COMPLETION OF EACH PHASE AND EACH PROJECT'S

CONSTRUCTION WORK, U.O.N.

V. DO NOT PENETRATE THE FLOOR SLAB WITHOUT

COORDINATING WITH STRUCTURAL REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10 engineering discipline <EDIT TEXT>:

FINAL - BID

DOCUMENTS

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

-2 -7

A L a k e B a ld w in

R e v it jd o rn a n D

S R

W .r v t

/2 /2

GI002

SHEET INDEX EHRM VA LAKE BALDWIN

5201 Raymond St, Orlando, FL 32803

675-22-701

Dec. 22.2023 AESUS AESUS

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Tempe, AZ, 85282

480-454-2861

David Combs

MES GROUP, INC

550 North Reo Street

Tampa, FL, 33609

813-289-4700

David Keith

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI001 COVER SHEET

GI002 SHEET INDEX

GI003 GENERAL NOTES

GI004 GENERAL NOTES

ARCHITECTURE

AS100 SITE PLAN

AE100 BLDG 500 1ST FLOOR PLAN PHASING

AE101 BLDG 500 - TR_1816 - 1ST FLOOR PLAN

AE102 BLDG 500 - TR_VBA - 1ST FLOOR

AE103 BLDG 500 - TR_ZONE 1 - 1ST FLOOR PLAN

AE104 BLDG 500 - TR_ZONE 1 - RCP

AE105 BLDG 500 - TR_ZONE 2 - 1ST FLOOR PLAN

AE106 BLDG 500 - TR_ZONE 2 - RCP

AE107 BLDG 500 - TR_ZONE 3 - 1ST FLOOR PLAN

AE108 BLDG 500 - TR_ZONE 3 - RCP

AE109 BLDG 500 - TR_ZONE 4 - 1ST FLOOR PLAN

AE110 BLDG 500 - TR_ZONE 4 - RCP

AE111 BLDG 500 - TR_ZONE 5 - 1ST FLOOR PLAN

AE112 BLDG 500 - TR_ZONE 5 - RCP

AE113 BLDG 500 - 2ND FLOOR PLAN

AE114 BLDG 500 - 3RD FLOOR PLAN

AE115 BLDG 500 - 4TH FLOOR PLAN

AE201 BLDG 501 1ST FLOOR PLAN

AE202 BLDG 501 1ST FLOOR RCP

AE301 BLDG 502 1ST FLOOR PLAN

AE401 BLDG 504 1ST FLOOR PLAN

AE402 BLDG 504 1ST FLOOR RCP

AE501 BLDG 505 & 506 1ST FLOOR PLANS

AE502 BLDG 505 & 506 1ST FLOOR RCPS

AE601 BLDG 507 & 508 & 510 1ST FLOOR PLANS

AE602 BLDG 507 & 508 & 510 RCPS

AE701 BLDG 517 & 519 1ST FLOOR PLANS

AE702 BLDG 517 & 519 1ST FLOOR RCPS

AE703 BLDG_519 2ND FLOOR PLAN

AE801 BLDG 3128 & 3129 & 3130 1ST FLOOR PLANS

AE802 BLDG 3128 & 3129 & 3130 1ST RCPS

AE901 BLDG 3132 & 3133 & 3134 1ST FLOOR PLANS

AE903 BLDG 3126 & 3136 1ST FLOOR PLANS

AE904 BLDG 3126 & 3136 1ST RCPS

AE902 BLDG 3132 & 3133 & 3134 1ST RCPS

AE910 GYP BD DETAILS

AE911 PARTITION HEAD DETAILS

AE912 DOOR AND FINISH SCHEDULES

AE913 PARTITION TYPES

AE914 FIRE RATED ASSEMBLIES

AE950 FIRE RATED ASSEMBLIES - U419, BW-S-0001, BW-S-0023

AE951 FIRE RATED ASSEMBLIES - HW-D-0538, HW-D-0539

AE952 FIRE RATED ASSEMBLIES - HW-D-0388, HW-D-0218

AE953 FIRE RATED ASSEMBLIES - HW-D-0259, HW-D-0634

AE954 FIRE RATED ASSEMBLIES - HW-D-0639

AE955 FIRE RATED ASSEMBLIES - W-L-1222, W-L-5073, W-L-8081, C-AJ-3214,

C-AJ-3260, C-AJ-3285

CIVIL

C0.0 COVER SHEET

C1.0 GENERAL NOTES

C1.1 STORMWATER POLLUTION PREVENTION PLAN

C2.0 DEMOLITION & EROSION CONTROL

C3.0 HORIZONTAL CONTROL PLAN

C6.0 CONSTRUCTION DETAILS

MECHANICAL

MH001 MECHANICAL NOTES AND LEGENDS

MH002 SCOPE OF WORK - MECHANICAL

MH003 SITE PLAN - MECHANICAL

MH101.1 BUILDING 500 FIRST FLOOR OVERALL PLAN - MECHANICAL

MH101.2 BUILDING 500 SECOND FLOOR PLAN - MECHANICAL

MH101.3 BUILDING 500 THIRD AND FOURTH FLR PLANS - MECHANICAL

MH102 BUILDING 501 - MECHANICAL PLAN

MHP103 BUILDING 502 - MECHANICAL & PLUMBING PLANS

MH104 BUILDING 504 - MECHANICAL PLAN

MH105 BUILDINGS 505, 506 - MECHANICAL PLANS

MH106 BUILDINGS 507, 508 - MECHANICAL PLANS

MH107 BUILDINGS 510, 517 - MECHANICAL PLANS

MH108 BUILDING 519 FIRST FLOOR - MECHANICAL PLAN

MH109 BUILDING 519 THIRD FLOOR - MECHANICAL PLANS

MH110 BUILDINGS 3128, 3129, 3130 - MECHANICAL PLANS

MH111 BUILDINGS 3132, 3133, 3134- MECHANICAL PLANS

MH112 BUILDING 3126 - MECHANICAL PLAN

MH401 BLDG 500 FIRST FLR ENLARGED PLANS - MECHANICAL

MH402 BLDG 500 FIRST FLR ENLARGED PLANS - MECHANICAL

MH403 BLDG 500 FIRST FLR ENLARGED PLANS - MECHANICAL

MH500 TYPICAL RACK LAYOUT

MH501 DETAILS - MECHANICAL

MH600 SCHEDULES - HVAC

FIRE PROTECTION

F000 FIRE PROTECTION NOTES, LEGENDS AND DETAILS

FX101 BUILDING 500 FIRST FLOOR OVERALL PLAN - FIRE PROTECTION

FX102 BUILDING 501 PLANS - FIRE PROTECTION

ISSUED SHEETS

Sheet Number Sheet Name

FX103 BUILDING 502 PLANS - FIRE PROTECTION

FX104 BUILDING 504 PLANS - FIRE PROTECTION

FX105 BUILDING 519 PLANS - FIRE PROTECTION

FX401 BUILDING 500 FIRST FLOOR ENLARGED PLANS - HAZARD PLANS

FX402 BUILDING 500 FIRST FLOOR ENLARGED PLANS - FIRE PROTECTION

PLANS

ELECTRICAL

E0000 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

E001 ELECTRICAL SITE OVERALL PLAN

ES100 FIBER DISTRIBUTION SITE PLAN

ET100 BLDG 500 - LEVEL 1 OVERALL PLANS

ET100A BUILDING 500 - BUILDING FIBER BACKBONE

ET100B BUILDING 500 - LEVEL 1 - CABLE TRAY

ET101 BUILDING 500 - LEVEL 1 - REVISED TELECOM ROOMS PLANS

ET102 BLDG 500 - L1 - EXIST. AND NEW DATA, FIBER DISTRIBUTION NW

ET103 BLDG 500 - L1 - EXIST. AND NEW DATA, FIBER DISTRIBUTION NW

ET104 BLDG 500 - L1 - EXIST. AND NEW DATA, FIBER DISTRIBUTION SW

ET105 BLDG 500 - L1 - EXIST. AND NEW DATA, FIBER DISTRIBUTION NE

ET106 BLDG 500 - L1 - EXIST. AND NEW DATA , FIBER DISTRIBUTION NE

ET107 BLDG 500 - L1 - EXIST. AND NEW DATA, AND FIBER DISTRIBUTION SE

ET108 BLDG 500 - L1 - EXIST. AND NEW DATA, FIBER DISTRIBUTION SE

ET109 BLDG 500 - L1 - DIAMOND DIAGRAM

ET110 BLDG 500 - L2 - EXIST. AND UPDATED TELECOM ROOMS PLANS

ET111 BLDG 500 - L2 - DATA AND FIBER DISTRIBUTION

ET112 BLDG 500 - L3 - EXIST. TELECOM ROOMS

ET113 BLDG 500 - L3 - DATA AND FIBER DISTRIBUTION

ET114 BLDG 500 - L4 - EXIST. TELECOM ROOMS

ET115 BLDG 500 - L4 - DATA AND FIBER DISTRIBUTION

ET200 BLDG 501 - EXISTING TELECOM ROOMS

ET201 BLDG 501 - DATA AND FIBER DISTRIBUTION

ET300 BLDG 502 - EXIST. AND UPDATED TELECOM ROOMS PLANS

ET301 BLDG 502 - DATA AND FIBER DISTRIBUTION

ET400 BLDG 504 - EXIST. AND UPDATED TELECOM ROOMS PLANS

ET401 BLDG 504 - DATA AND FIBER DISTRIBUTION

ET500 BLDG 505,506,507,508 - EXIST. AND UPDATED TELECOM ROOMS

ET501 BLDG 505,506,507,508 - DATA AND FIBER DISTRIBUTION

ET600 BLDG 519,521,510,517 - EXIST. AND UPDATED TELECOM ROOMS

ET601 BLDG 519,521,510,517 - DATA AND FIBER DISTRIBUTION

ET602 BLDG 519 - L3 - EXIST. AND UPDATED TELECOM ROOMS PLANS

ET603 BLDG 519,519A,521 - L3 - DATA DROP AND FIBER DISTRIBUTION

ET700 BLDG 3128,3129,3130,3132 - EXIST. AND UPDATED TELECOM ROOMS

ET701 BLDG 3128,3129,3130,3132 - DATA AND FIBER DISTRIBUTION

ET800 BLDG 3133,3134 - EXIST. AND UPDATED TELECOM ROOMS PLANS

ET801 BLDG 3133,3134 - DATA AND FIBER DISTRIBUTION

ET900 FIBER BACKBONE SCHEMATIC

ET901A BLDG 3136, 3136 - DATA AND FIBER DISTRIBUTION

ET901B BLDG 3126, 3136 - EXIST. AND UPDATED TELEC.ROOMS PLANS

EL101 BLDG 500 - LEVEL 1 - ELECTRICAL CABLE TRAYS AND LIGHTING

EL400 BLDG 504 - CABLE TRAY AND LIGHTING

EL500 BLDG 505,506,507,508 - CABLE TRAYS AND LIGHTING

EL600 BLDG 519 - ELECTRICAL CABLE TRAY AND LIGHTING

EP100 BUILDING 500 - LEVEL 1 - POWER

EP101 BUILDING 500 - LEVEL 2 - POWER

EP102 BUILDING 500 - LEVEL 3 - POWER

EP103 BUILDING 500 - LEVEL 4 - POWER

EP104 BUILDING 500 - ELECTRICAL MEZANNINE

EP200 BUILDING 501 - POWER

EP300 BUILDING 502 - POWER

EP400 BUILDING 504 - POWER

EP500 BUILDING 505,506,507,508 - POWER

EP600 BUILDING 519, 510, 517 - POWER

EP700 BUILDING 3128, 3129, 3130, 3132 - POWER

EP800 BUILDING 3133, 3134 - POWER

E600 ELECTRICAL DETAILS

E601 EXISTING AND REVISED RACK ELEVATIONS - DETAILS

E602 EXISTING AND REVISED RACK ELEVATIONS - DETAILS

E603 TYPICAL TR AND TE GROUNDING DETAILS

E604 UNDERGROUND FIBER AND ELECTRICAL DUCTBANK DETAILS

E605 TYPICAL RACK CHARACTERISTICS DETAILS

E606 ELECTRICAL LIGHTING DETAIL

E607 PRELIMINARY GROUNDING RISER DIAGRAM

E701 ONE-LINE DIAGRAM - MV DISTRIBUTION SYSTEM

E702 ONE-LINE DIAGRAM - 501-L1, 502-SWBD1, 513-MDP

E703 ONE-LINE DIAGRAM - 506-ADMIN-P3, 507-ADMIN-P2

E704 ONE-LINE DIAGRAM - 500-SWBD-3-EM, 500-SWBD-3

E705 ONE-LINE DIAGRAM-500-SWBD-2 AND 500 SWBD-4

E706 ONE-LINE DIAGRAM-500-SWBD-2 AND 500 SWBD-4 CONTINUED

E707 REVISED ONE LINE DIAGRAM

E708 REVISED RISER FOR BUILDING 500 1ST FLOOR TRs

E803 PANEL SCHEDULES OF BLDG 500 1ST FLOOR PANELS

E804 PANEL SCHEDULES OF BLDG 500 2ND, 3RD AND 4TH FLOOR

E805 NEW PANEL SCHEDULES FEEDING EMERGENCY TRs OF DIFF BLDGS

E806 PANEL SCHEULES 1

E807 PANEL SCHEDULES 2

E808 PANEL SCHEDULES 3

Revisions: Date:

O N C

W O O D

D E C K

W O O D

D E C K

W O O D

D E C K

OD DE

OD ST

W O O D

S T E P S

W O O D

D E C K

W O O D

D E C K

W O O D

R A M P

WOOD

DECK

W O O D

D E C K

W O O D

D E C K

W O O D

D E C K

(T Y P

W O O D

R A M P

W O O D

S T E P S

(T Y P

G A Z E B O

W O O D

R A M P

W O O D

D E C K

W O O D

D E C K

WOOD

DECK

WOOD

RAMP

8' CW UNDER WOOD

RAMP

C O V E R E D

W O O D

C O V E R E D

W O O D

S T E P S

WOOD

RAMP

W O O D

D O C K

8' CW UNDER WOOD

RAMP

WOOD

RAMP

WOOD

DECK

W O O D

S T E P S

N89°59'50"W 70.57'

PLAT S

°0 '5 "E

BRICK

R O A D

RT RO

DIRT

ROAD

S A

A N

N N A

M E T A L

1 STORY

MODULAR BUILDING

ADDRESS #508

37.7'

.8 ' 8.8'

26.2'

72.8'

26.2'

.8 '8.8'

37.7'

1 STORY

MODULAR BUILDING

ADDRESS #507

MODULAR BUILDING

ADDRESS #505

60.3'

' MODULAR BUILDING

#506

37.7'

.8 ' 8.8'

26.2'

72.8'

S T O R Y

C K

F R A M E

A D D R E S S

(C O U R T

Y A R D

N O T

C A T E D

52.1'

147.1'

4.5'

14.8'

66.7'

15.7'

.4 '82.3'

52.1'

84.8'

28.1'

31.9'

42.8'

33'

6.9'

15.3'

59.6'

97.2'

97.3'

20'x8'

1 STORY

WOOD TRAILER

7 8

STOP BAR

(TYP)

B A R

(T Y P

B A R

(T Y P

STOP BAR

(TYP)

MOTORCYCLE 1

11101011

MOTORCYCLE

1 1 1 1

SIGN

B A R

(T Y P

8 8

B O

A R D

(T Y P

B O

A R D

(T Y P

F L A G

P O

B A R

(T Y P

B O

A R D

(T Y P

B O L

R D

(T Y P

B O L

R D

(T Y P

B O L

R D

(T Y P

M O T O R

C Y C

C C

C P

C W

C O N C

D W

C P

C C

C P

C O N C

C W

C P C P

C O N C

C C

CW C

C O N C 6'

C O N C

C P

C O V E R E D

A D

D O C K

20.7

COV

C C

C O N C

C P

ALIMINUM

STEPS

A L

U M

R A M P

C P

C O N C

C W

C O N C

C C

C W

C P

C C

C O V E R E D

C W

COVERED

C O V E R E D

C W

S T E P

C C

CONC

CW CW

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C W

G A R V E L

C P

C W

P la n te d

M o u n d

C P

C O N C

C C

C W

C P

C O N C

A P R O N

C O N C

A P R O N

C O N C

C O V D

C C

C O N C

C P

C O N C

C U R B

(T Y P

C O N C

C U R B

(T Y P

C O N C

R A P

C W

CW 5'

6' C W

C O N C

M E

C O N C

M E

C O N C

M E

C O N C

M E

C O N C

'C W

C P

C O N C

' C W

C W

C O N C

CONC

C W

C O N C

P S

C O N C

P S

C O N C

C W 6

C W

CW 6'

CONC

APRON

CONC

APRON

C O N C

A P R O N

C W

C P

C W

R A M P

C O V D

C P

C O N C

5' C W

C W

F O U N

C O V D

C W6

C W

C P

C C

C W

C O N C

C W

C O N C

C P

C W

C P

C W

C C

COVERED

C W

C P

C O N C

CONC

C C

G R A V E L

C O N C

P S

C P

C O N

C CONC

RAMP

C P

C W

C P

R A M P

C C

C O N C

C C

R A M P

C O N C

C C

CCONC

G E N E R A T O R

A R E A

R A M P

C O V E R E D

R A M P

L O A D

D O C K

C O N C

C C

P S

COVERED

RAMP

C O N C

C C

COVERED

C O N C

R A M P

C O N C

M E T A L

C O N C

C U R B

(T Y P

C O N C

C R A W L S P A C E

A C C E S S

C W

METAL

STAIRS

C W

STAIRS

S T A

C O N C

C C

CONC

G A R V E L

C O N C

S T E P S

RAM

R A M P

C P

C O N C

S T E P S

R A M P

C P

C W

2.5'

1.4'

32.1'

49.3'

C W

C O V E R E D

C W

CONC

C C

C O N C

CONC

STEPS

C W

G A R V E L

C P

C O N C

P S

C W

CPC

CONC

C W

CW CLF

S E L

F U E L

S T O R A G E

M F

1'W

0.5'W

M F

0.7'W

0.4'W

1.5'W

0.7'W

1.3'W

S89°59'23"W 333.86'

MEAS

S87°40'34"E 206.41'

MEAS

S ° 5 ' 3 " W

M E A S

S ° 5 ' 4

M E A S

A S P H A

LTA

S P H A

A S P H A

ASPHALT

A S P H A

LTA

S P H A

A S P H A

ALT

ASPHALT

A S P H A

ASPHALT

A S P H A

ASPHALT

A S P H A

ASPHALT

ASP

HALT

A S P H A

M E

A S P H A

M E

A S P H A

ASPH

ALT

ASPH

ALT

ASPHALT

A V E N U E

RAYMOND

STREET

RAYMOND

STREET

R A Y M O N D

S T R E E T

PALMETTOAVENUE

C O M F O R T

A V E N U E

NASH

STREET

NASH

STREET

M E R C Y

A V E N U E

LAKE BALDWIN

LANE

N °3 '1

C M

N87°46'09"E 1659.45'

C&M

S87°40'44"E 206.44'

CALC

S89°59'50"W 333.97'

PLAT

C3S89°59'50"W 692.12' C&M

S89°59'50"W 692.12' C&M

N87°46'09"E 1659.45'

C&M

S ° 5 ' 3

C M

S ° 5 ' 3

C A L C

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

V V

V VV

F O

V VV

P S

S PS

PSPS

PS PS

P S

PSPS

P S

PSPSPSPS

PSPS

PS PS PS PS

P S

PSPS

P S

S S

S S S

S S

S S S

S S

S S S S S

S S

S S S S

S S

S S S

S S

S S S S S

S S

S S S S S S

S S

R R

RRR

R R

R R R

R R

R R R

R R R R R R R R R R R R

R R

R R R

R R

R R R R R R R R R R R R R R R R R R R R

R R

S S

S S S

S S

S S S

S S

S S S

S S

SSSSSSSSSS

S S

S S S S

S S S S S S

S S

S S S

S S

S S S S

S S

SSSS

S S

SSS

S S

S S S

S S

SSS

S S

S S S S S S S S S S S

SSS

S S

S S S

S S

R R

R R R

R R

T V

V VV

V V

V VV

P S

V VV

P S

SD SD

P S

BUILDING 500

BUILDING 504

BUILDING 502

B U

BUILDING 501

B U

BUILDING 505 BUILDING 506 BUILDING 507 BUILDING 508

BUILDING 519, 522, 521,524

BUILDING 510

B U

BUILDING 3133

BUILDING 3130

B U

BUILDING 3136

B U

SITE PLAN GENERAL NOTES

** SEE ES100 AND CIVIL PLANS FOR PROPOSED DUCT

BANK ALIGNMENT.

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.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10 engineering discipline <EDIT TEXT>:

FINAL - BID

DOCUMENTS

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

-2 -7

A L a k e B a ld w in

R e v it jd o rn a n D

S R

W .r v t

/2 /2

AS100

SITE PLAN EHRM VA LAKE BALDWIN

5201 Raymond St, Orlando, FL 32803

675-22-701

ALL

Dec. 22.2023 AESUS AESUS

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D

Tempe, AZ, 85282

480-454-2861

David Combs

MES GROUP, INC

550 North Reo Street

Tampa, FL, 33609

813-289-4700

David Keith

1/64" = 1'-0"

Site Plan

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10 engineering discipline <EDIT TEXT>:

FINAL - BID

DOCUMENTS

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

-2 -7

A L a k e B a ld w in

R e v it jd o rn a n D

S R

W .r v t

/2 /2

P M

GI003

GENERAL NOTES EHRM VA LAKE BALDWIN

5201 Raymond St, Orlando, FL 32803

675-22-701

July 21.2023 AESUS AESUSRevisions: Date:

GENERAL CONTINUED

GOVERNING CODES

GENERAL: THE VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING

CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN

THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS

REAL PROPERTY AND THE CONSTRUCTION OF NEXT STRUCTURES. VA

DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES

AND STANDARDS THE VA FOLLOWS ON ITS PROJECTS:

GENERAL

1. CONTRACTOR SHALL SUBMIT REQUEST FOR INFORMATION (RFI'S)

REGARDING ANY KNOWN DISCREPANCIES WITH THE CONTRACT

DOCUMENTS OR UNFORESEEN SITE CONDITIONS TO THE VA AND THE

ARCHITECT FOR CLARIFICATION PRIOR TO NOTICE TO PROCEED.

2. DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS,

ELEVATIONS OR DETAILS. ALL DRAWINGS ARE APPROXIMATE AND ARE

GIVEN FOR ESTIMATING PURPOSES.

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,

TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY

COMPLETION OF THE WORK.

4. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE VA COR, OTHER VA

PROJECT STAKE HOLDERS, THE ARCHITECT, AND THE CONTRACTOR WITH

ALL OF HIS MAJOR SUBCONTRACTORS SHALL BE HELD IMMEDIATELY

AFTER SIGNING OF THE OWNER-CONTRACTOR AGREEMENT AND PRIOR TO

THE START OF ANY WORK.

5. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO COLUMN CENTERLINE,

FACE OF FINISH PARTITION, FACE OF MASONRY WALLS AND FACE OF

EXISTING WALLS.

6. ALL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL

CONTRACTOR AS OUTLINED IN THE GENERAL CONDITIONS OF THE

SPECIFICATIONS. PATCHES IN FINISH SURFACES SHALL MATCH THE

ADJACENT SURFACES IN MATERIAL, FINISH AND QUALITY.

7. ALL SOUND RATED WALLS OR PARTITIONS SHALL EXTEND TO THE

UNDERSIDE OF THE STRUCTURE OR DECK ABOVE UNLESS OTHERWISE

NOTED. THESE PARTITIONS SHALL BE ENTIRELY SEALED OFF WITH

CLOSURE GASKETS AND/OR ACOUSTICAL SEALANT AT BOTTOM, TOP,

SIDES AND ANT OTHER ABUTMENT WHERE A SOUND LEAK WOULD

OTHERWISE OCCUR. ALL PENETRATIONS SUCH AS PIPING, CONDUITS,

DUCTS, ETC., IN SUCH PARTITIONS SHALL BE PACKED AND SEALED ALONG

THE PERIMETER OF THE PENETRATION.

8. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF EQUIPMENT,

CASEWORK, PLUMBING FIXTURES, ETC., ALL DIMENSIONS REFERRING TO

THE SPACE WHERE SUCH ITEMS ARE BUILT-IN SHALL BE VERIFIED WITH

THE ITEM SUPPLIED.

9. GENERAL CONTRACTOR AND THE SUBCONTRACTORS THAT ARE A

SERVICE PROVIDER TO THE VETERANS AND VETERAN AFFAIRS

HEALTHCARE ARE TO WEAR APPROPRIATE ATTIRE, I.E. CLEAN CLOTHING IN

THE COMMON AREA EXCLUDING THE WORK AREA.

10. CUTTING OF HOLES THROUGH CONCRETE SHALL BE BY DIAMOND CORE

DRILL OR PNEUMATIC HAMMER. IMPACT ELECTRIC MANUAL HAMMER TYPE

DRILLS WILL NOT BE ALLOWED.

11. JACKHAMMER NO HEAVIER THAN 70 LBS SHALL BE USED WHEN REMOVING

LIGHT-WEIGHT LATEX MASTIC CONCRETE TOPPINGS.

12. CONTRACTOR TO PROVIDE COLOR COPIES OF MARKED-UP RECORD SET

PLANS TO VA CONTRACTING OFFICER UPON PROJECT COMPLETION.

13. SPECIAL TOOLS: IF ANY PART OF EQUIPMENT FURNISHED UNDER THIS

CONTRACT REQUIRES SPECIAL TOOLS FOR MAINTENANCE, ADJUSTMENT,

SETTINGS OR DISASSEMBLY/REASSEMBLY, THESE TOOLS SHALL BE

FURNISHED WITH EQUIPMENT AS A STANDARD ACCESSORY.

14. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD

CONDITIONS WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING

ACTIVITIES. THE CONTRACTOR SHALL VERIFY AND RELATIVE TO THE

SURROUNDING CONSTRUCTION. PRIOR TO SUBMISSION OF BIDS, THE VA

CONTRACTING OFFICER AND D.O.R. SHALL BE NOTIFIED IN WRITING OF ANY

CONFLICTS, ERRORS OR OMISSIONS. NO ADDITIONAL CHARGES BY

CONTRACTOR SHALL BE ALLOWED FOR DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND NEW CONSTRUCTION THAT COULD HAVE BEEN

IDENTIFIED DURING EXAMINATION.

15. CONTRACTOR TO PATCH AND REPAIR ALL WALLS, FLOORS, CEILINGS AND

OTHER ITEMS DAMAGED DURING CONSTRUCTION TO MATCH

EXISTING/INTENDED FUNCTIONS AND CONDITIONS.

16. CONTRACTOR TO LOCATE ALL "V.A. RETAINED" MATERIAL TO THE

LOCATION DIRECTED BY VA CONTRACTING OFFICER; VA CONTRACTING

OFFICER WILL COORDINATE WITH CONTRACTOR.

17. ALL MATERIAL NOT IDENTIFIED AS "V.A. RETAINED" IS TO BE REMOVED

FROM THE WORK AREA BY CONTRACTOR.

18. REMOVE AND RELOCATE OR REROUTE ANY UTILITIES WHICH PRESENT AN

OBSTRUCTION TO GENERAL CONSTRUCTION FOR THIS PROJECT. PRIOR

TO REMOVAL REPORT FINDINGS TO COR.

19. PROVIDE SEISMIC SUPPORT & BRACING TO ALL UTILITIES & GENERAL

CONSTRUCTION IN PROJECT.

20. UTILITIES SHALL BE RUN CONCEALED EXCEPT IN UNFINISHED AREAS.

21. ALL PENETRATIONS THROUGH FLOORS AND SMOKE BARRIERS SHALL BE

TIGHTLY SEALED AND FIRE-STOPPED. ANY EXISTING CORE CUTS ARE TO

BE FILLED WITH SIMILAR MATERIAL USING 12- GAUGE BACKING PLATE.

22. CONTRACTOR TO MAINTAIN EXISTING CORRIDOR RATINGS DURING

CONSTRUCTION.

23. CONTRACTOR TO PROVIDE 5/8" TYPE "X" GYP. BOARD INTERIOR

TEMPORARY WALL SEPARATING OCCUPIED SPACES FROM PROJECT

AREA(S). BARRIER TO BE AIR-TIGHT FLOOR TO CEILING WITH SECURED

OPENING. FOR EXTERIOR, CONTRACTOR TO PROVIDE 5/8" FIRE-RATED

DENSGLASS FOR TEMPORARY WALL SEPARATING OCCUPIED SPACES

FROM PROJECT AREA(S). PROVIDE WALK- OFF\ MATS AT INTERIOR ENTRY

TO PROJECT AREA.

24. PROVIDE 6" SOUND-ATTENUATING BLANKET OVER ALL ROOMS EXCEPT

WAITING AREAS, CORRIDORS AND ROOMS WITH HARD GYPSUM BOARD

LIDS. PROVIDE 6" SOUND-ATTENUATING BLANKET OVER CONFERENCE

ROOMS. ALL WALLS SHALL HAVE SOUND BATTS ACHIEVING MINIMUM

STC-44. THE ENCLOSURE IN THE INTERSTITIAL SPACE SHALL BE STC-45.

CAULK AND SEAL ALL WALL PENETRATIONS, AND SEAL EDGES OF GYPSUM

BOARD.

25. SPRAY FIREPROOFING ON ALL STRUCTURAL STEEL MEMBERS ACCORDING

TO FIREPROOFING IBC TABLE 601.

26. ALL PRODUCTS & MANUFACTURERS SHALL BE VERIFIED WITH VA COR

THROUGH SUBMITTAL PROCESS.

27. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL CAREFULLY

& THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL

CONDITIONS, GRADES, ELEVATIONS & DIMENSIONS OF THE VARIOUS

FEATURES OF THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES &/OR

CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY

TO THE VA COR BEFORE BEGINNING WORK.

28. THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS SHALL BE SOLELY

RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS &

REGULATIONS & SHALL PERFORM ALL WORK ON THIS PROJECT IN

COMPLIANCE WITH O.S.H.A., ALL LOCAL, STATE AND FEDERAL SAFETY AND

HEALTH STANDARDS, LAWS AND REGULATIONS. ALL CONSTRUCTION

FABRICATION & INSTALLATIONS SHALL CONFORM TO THE LATEST

ADOPTED EDITIONS OF FEDERAL, STATE AND LOCAL CODES,

REGULATIONS & ORDINANCES OF THE GOVERNING AGENCY HAVING

JURISDICTION OVER THE PROJECT.

29. DUE TO THE REPROGRAPHICS PROCESS, THESE PLANS MAY NOT BE

ACCURATE TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER

THE SCALE SHOWN & IN NO CASE SHALL WORKING DIMENSIONS BE

SCALED FROM THE PLANS, SECTIONS, ELEVATIONS OR DETAILS.

30. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND

PROPOSED, THAT HAVE BEEN DIVULGED TO THE ARCHITECT, ARE SHOWN

ON THE SITE PLAN.

GENERAL CONTINUED

31. THE STRUCTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE

ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE

BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

32. THE CONTRACTOR SHALL CONSULT THE ELECTRICAL, MECHANICAL, &

PLUMBING DRAWINGS FOR LOCATION OF ALL ROUGH OPENINGS THROUGH

WALLS & FLOOR SLABS & NOTIFY THE ARCHITECT OF ANY ITEMS THAT DO

NOT CONFORM WITH THE INTENT INDICATED ON THESE DRAWINGS.

33. THE CONTRACTOR SHALL COORDINATE WITH THE VA'S REPRESENTATIVE

FOR INSTALLATION OF ANY SPECIAL EQUIPMENT NOT SHOWN IN THESE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS

WITH THE VA'S REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER

FOR PROPER SIZE AND LOCATION OF FOUNDATION OR SLAB

DEPRESSIONS, DRAINS, AND WARPS..

34. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

LOCATE & PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT,

PLUMBING, OR OTHER UTILITIES WHERE NEW WORK IS BEING

PERFORMED.

35. LARGER SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS.

36. THE CONTRACTOR SHALL COMPLY WITH SAFETY RESTRICTIONS AS

REQUIRED FOR WORKERS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 3, 2024.