B01 RFP ATTACHMENT J02 - Drawings.pdf

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Attached to
DZ Health Center HVAC Upgrade
Solicitation number
75H70123R00026
Issued by

About this file

This solicitation is for HVAC upgrade services at the Dzilth-NA-O-Dith-Hle Health Center in Bloomfield, New Mexico. The work includes replacing two air handling units, two roof top units, and upgrading the building automation system. The period of performance is 230 calendar days from notice to proceed. The magnitude of work is estimated between $1 million to $5 million. A site visit will take place on May 11, 2023 at 9:30am MST. The Indian Health Service intends to award a firm fixed price contract as the procurement method utilizing lowest price technically acceptable evaluation criteria. Responses are due by the dates specified in the solicitation.

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Text version

2021.09.22

Exp: 2022.12.31

A.

B.

C.

D.

E.

F.

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.

COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

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.

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.

CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITHIHSMASTER 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.

B.

C.

D.

E.

THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING ELECTRICAL, AND FIRE PROTECTION.

ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

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.

THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

A.

B.

C.

D.

E.

THE CONTRACTOR SHALL USE THE FOLLOWING AS A GUIDE FOR ALL

ICRA BARRIERS. TEMPORARY INFECTION CONTROL BARRIERS

SHALL BE CONSTRUCTED AS FOLLOWS DEPENDING UPON LENGTH

OF NEED:

A. 1 DAY MAXIMUM - PLASTIC

B. 1 WEEK MAXIMUM - FLAME-RETARDANT PLASTIC

C. GREATER THAN 1 WEEK - SEE NOTE 2 AND 3.

TEMPORARY CONSTRUCTION BARRIERS SHALL BE 3 5/8" METAL

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

ARE TO EXTEND TO THE BOTTOM OF EXISTING CEILINGS. PROVIDE

NON-DAMAGING SEAL AT INTERSECTION WITH CEILING. PROVIDE

PLASTIC SHEET BARRIER SEAL BETWEEN TOP OF WALL AND

STRUCTURE ABOVE. TAPE ALL SEAMS AND PENETRATION

OPENINGS TO PREVENT CONTAMINATION FROM PASSING OVER THE

TOP OR UNDERNEATH THE WALL FROM CONSTRUCTION AREAS.

TEMPORARY CONSTRUCTION BARRIERS SHALL BE EITHER TYPE I

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

FLOORING SURFACE (WHICH IS INTENDED TO BE REPLACED) WITH

POWER ACTUATED FASTENERS. TYPE II BARRIERS SHALL BE

ANCHORED TO THE FLOORING SURFACE (WHICH IS INTENDED TO

REMAIN) BY TAPING BOTTOM STUD TRACK TO FLOOR SURFACE OR

BY OTHER METHODS WHICH WILL NOT HARM FLOOR SURFACE.

TEMPORARY PARTITIONS SHALL NOT CONSTRICT WALKWAYS TO

LESS THAN 6'-0" CLEAR. ANY EXITS CHANGED OR BLOCKED

SIGNAGE NEEDS TO BE POSTED FOR THE MODIFICATIONS.

PROVIDE TEMPORARY RATED DOOR AND FRAME IN CONSTRUCTION

BARRIER AT ENTRY POINTS TO THE CONSTRUCTION AREAS.

DOORS ARE TO REMAIN LOCKED AT ALL TIMES. CONSTRUCTION

CORES WILL BE PROVIDED BY THE VA.

TEMPORARY CONSTRUCTION

FLOOR PLAN LEGEND

INCLUDED IN SCOPE OF WORK

AESUSAESUS

SCALE:

OVERALL FLOOR PLAN

1/16" = 1'-0"1

Architecture, Engineering, and Sustainable Design design

AESUS

group

KEY PLAN NTS

A201

A201

BLDG A

BLDG B

AD201

AD201

SCALE:

ENLARGED DEMO RCP BLDG A.

1/4" = 1'-0"1SCALE:

ENLARGED DEMO RCP BLDG B.

1/4" = 1'-0"2

AESUSAESUS

Architecture, Engineering, and Sustainable Design design

AESUS

group

KEY PLAN NTS

BLDG A

BLDG B

COLUMN CENTER LINE

(E) EXISTING WALL

Legend:

WALL TO BE DEMOLISHED

REMOVE EXISTING LIGHT FIXTURE,

SEE ELECTRICAL

REMOVE EXISTING HVAC

DIFFUSERS, SEE MECHANICAL

EXISTING SPRINKLER HEAD, MODIFY

AS REQ'D, SEE FIRE PROTECTION

AREA OF DEMO

KEY NOTES

1. THE CONTRACTOR SHALL REMOVE THE EXISTING CEILING

SYSTEM AND ASSOCIATED COMPONENTS AS REQUIRED TO

INSTALL NEW MECHANICAL EQUIPMENT. SEE MECHANICAL FOR

MORE INFO.

2. THE CONTRACTOR SHALL MODIFY THE EXISTING CEILING

SYSTEM AS REQUIRED TO INSTALL NEW MECHANICAL

EQUIPMENT. SEE MECHANICAL FOR MORE INFO.

3. REMOVE AND SALVAGE ROOF WALK PADS DURING

CONSTRUCTION. STORE FOR RE-USE IN PLACE FOLLOWING

CONSTRUCTION COMPLETION, TYPICAL.

4. REMOVE EXISTING MECHANICAL EQUIPMENT. SEE MPE FOR

MORE INFO.

5. DEMO EXISTING ROOF CURB(S), AND ALL ASSOCIATED

COMPONENTS, TYPICAL.

6. THE CONTRACTOR SHALL DEMO THE EXISTING PENTHOUSE.

THIS SHALL INCLUDE BUT NOT BE LIMITED TO WALLS, ROOFS,

DOORS, MPE COMPONENTS, AND ALL ASSOCIATED UTILITIES.

ALL DEMOLISHED UTILITIES SHALL BE DEMOLISHED BACK TO

THE SOURCE UNLESS OTHERWISE NOTED.

7. DEMO EXISTING CEILING TILE AND ASSOCIATED COMPONENTS,

TYPICAL.

A. ALL DEMOLITION INSIDE BUILDING MUST BE INSIDE ICRA

BARRIERS.

B. THE GC SHALL PROVIDE PHASING DRAWINGS FOR REQUIRED

SEQUENCE OF DEMOLITION/CONSTRUCTION ACTIVITIES.

C. TEMPORARY INFECTION CONTROL BARRIERS SHALL BE

BUILT UP TO CEILING. COMPLETE ALL INFECTION CONTROL

BARRIERS BEFORE DEMOLITION/CONSTRUCTION BEGINS.

D. IN AREAS OF WALL DEMOLITION, WHERE ADJACENT WALL IS

TO REMAIN, PATCH AND REPAIR DAMAGED PORTION OF

WALL TO MATCH EXISTING.

E. ICRA BARRIER SHALL BE COMPLETE PRIOR TO ANY

DEMOLITION WORK ON THE EXISTING BUILDING.

F. THE INTENT OF THE DEMOLITION DRAWINGS ARE NOT TO

SHOW EVERY ITEM TO BE REMOVED. IT SHALL BE IMPLIED

THAT DEMOLITION IS ALL INCLUSIVE WHERE INDICATED AND

THAT ITEMS TO REMAIN SHALL BE PREPARED AND MADE

READY TO RECEIVE ALTERATIONS AS REQUIRED.

G. DEMOLITION OPERATIONS ARE TO PROCEED WITH

NECESSARY PREPARATIONS AND PRECAUTIONS TAKEN TO

PROTECT ITEMS AND FINISHES TO REMAIN.

H. REMOVE AND DISPOSE ALL DEMOLISHED MATERIALS OFF

SITE WHICH ARE NOT SCHEDULED TO REMAIN, BE

RELOCATED, OR BECOME THE PROPERTY OF THE OWNER.

I. IHS IS RESPONSIBLE FOR REMOVING, STORING AND

RELOCATING ALL MOVEABLE EQUIPMENT FURNITURE,

SHELVING AND RELATED ACCESSORIES.

J. THE CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE

THEMSELVES WITH THE EXTENT AND NATURE OF WORK TO

BE PERFORMED. EXISTING CONDITIONS MAY SLIGHTLY

VARY FROM THOSE SHOWN ON THE DRAWINGS. THE

CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS

AND MATERIALS IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER.

K. THE CONTRACTOR SHALL VERIFY ALL ITEMS AND OR

MATERIALS TO BE SALVAGED BY THE OWNER PRIOR TO THE

START OF DEMOLITION WORK.

L. ALL DEMOLITION DIMENSIONS SHALL BE COORDINATED W/

NEW WORK. DIMENSIONS ARE TAKEN FROM EXISTING FACE

OF WALLS. ALL DIMENSIONS ARE FINISH OPENING SIZES AND

DO NOT ACCOUNT FOR ROUGH FRAMING.

M. ANY REMOVED SIGNAGE SHALL BE STORED FOR FUTURE

USE. COORDINATE WITH COR.

N. MAINTAIN CORRIDOR STAIR, AND EXIT DOOR ACCESS

THROUGHOUT THIS PROJECT FOR HOSPITAL USE.

CONTRACTOR TO MAINTAIN AREA OPEN AND CLEAN.

O. ALL DEMOLITION WORK SHALL BE COORDINATED WITH MP&E

DRAWINGS.

P. INSPECT STRUCTURE FIREPROOFING AFTER DEMOLITION IS

COMPLETE. REPAIR ALL DAMAGED AREAS TO MATCH

ORIGINAL THICKNESS.

Q. SEAL ALL PENETRATIONS AND OPENINGS THROUGH WALLS,

FLOORS, AND CEILINGS.

Demolition General Notes:

A-WING ROOF PLAN - DEMOLITION PLAN

1/8" = 1'-0"1

AESUSAESUS

Architecture, Engineering, and Sustainable Design design

AESUS

group

KEY PLAN NTS

BLDG A

BLDG B

COLUMN CENTER LINE

(E) EXISTING WALL

Legend:

WALL TO BE DEMOLISHED

REMOVE EXISTING LIGHT FIXTURE,

SEE ELECTRICAL

REMOVE EXISTING HVAC

DIFFUSERS, SEE MECHANICAL

EXISTING SPRINKLER HEAD, MODIFY

AS REQ'D, SEE FIRE PROTECTION

AREA OF DEMO

KEY NOTES

1. THE CONTRACTOR SHALL REMOVE THE EXISTING CEILING

SYSTEM AND ASSOCIATED COMPONENTS AS REQUIRED TO

INSTALL NEW MECHANICAL EQUIPMENT. SEE MECHANICAL FOR

MORE INFO.

2. THE CONTRACTOR SHALL MODIFY THE EXISTING CEILING

SYSTEM AS REQUIRED TO INSTALL NEW MECHANICAL

EQUIPMENT. SEE MECHANICAL FOR MORE INFO.

3. REMOVE AND SALVAGE ROOF WALK PADS DURING

CONSTRUCTION. STORE FOR RE-USE IN PLACE FOLLOWING

CONSTRUCTION COMPLETION, TYPICAL.

4. REMOVE EXISTING MECHANICAL EQUIPMENT. SEE MPE FOR

MORE INFO.

5. DEMO EXISTING ROOF CURB(S), AND ALL ASSOCIATED

COMPONENTS, TYPICAL.

6. THE CONTRACTOR SHALL DEMO THE EXISTING PENTHOUSE.

THIS SHALL INCLUDE BUT NOT BE LIMITED TO WALLS, ROOFS,

DOORS, MPE COMPONENTS, AND ALL ASSOCIATED UTILITIES.

ALL DEMOLISHED UTILITIES SHALL BE DEMOLISHED BACK TO

THE SOURCE UNLESS OTHERWISE NOTED.

7. DEMO EXISTING CEILING TILE AND ASSOCIATED COMPONENTS,

TYPICAL.

A. ALL DEMOLITION INSIDE BUILDING MUST BE INSIDE ICRA

BARRIERS.

B. THE GC SHALL PROVIDE PHASING DRAWINGS FOR REQUIRED

SEQUENCE OF DEMOLITION/CONSTRUCTION ACTIVITIES.

C. TEMPORARY INFECTION CONTROL BARRIERS SHALL BE

BUILT UP TO CEILING. COMPLETE ALL INFECTION CONTROL

BARRIERS BEFORE DEMOLITION/CONSTRUCTION BEGINS.

D. IN AREAS OF WALL DEMOLITION, WHERE ADJACENT WALL IS

TO REMAIN, PATCH AND REPAIR DAMAGED PORTION OF

WALL TO MATCH EXISTING.

E. ICRA BARRIER SHALL BE COMPLETE PRIOR TO ANY

DEMOLITION WORK ON THE EXISTING BUILDING.

F. THE INTENT OF THE DEMOLITION DRAWINGS ARE NOT TO

SHOW EVERY ITEM TO BE REMOVED. IT SHALL BE IMPLIED

THAT DEMOLITION IS ALL INCLUSIVE WHERE INDICATED AND

THAT ITEMS TO REMAIN SHALL BE PREPARED AND MADE

READY TO RECEIVE ALTERATIONS AS REQUIRED.

G. DEMOLITION OPERATIONS ARE TO PROCEED WITH

NECESSARY PREPARATIONS AND PRECAUTIONS TAKEN TO

PROTECT ITEMS AND FINISHES TO REMAIN.

H. REMOVE AND DISPOSE ALL DEMOLISHED MATERIALS OFF

SITE WHICH ARE NOT SCHEDULED TO REMAIN, BE

RELOCATED, OR BECOME THE PROPERTY OF THE OWNER.

I. IHS IS RESPONSIBLE FOR REMOVING, STORING AND

RELOCATING ALL MOVEABLE EQUIPMENT FURNITURE,

SHELVING AND RELATED ACCESSORIES.

J. THE CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE

THEMSELVES WITH THE EXTENT AND NATURE OF WORK TO

BE PERFORMED. EXISTING CONDITIONS MAY SLIGHTLY

VARY FROM THOSE SHOWN ON THE DRAWINGS. THE

CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS

AND MATERIALS IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER.

K. THE CONTRACTOR SHALL VERIFY ALL ITEMS AND OR

MATERIALS TO BE SALVAGED BY THE OWNER PRIOR TO THE

START OF DEMOLITION WORK.

L. ALL DEMOLITION DIMENSIONS SHALL BE COORDINATED W/

NEW WORK. DIMENSIONS ARE TAKEN FROM EXISTING FACE

OF WALLS. ALL DIMENSIONS ARE FINISH OPENING SIZES AND

DO NOT ACCOUNT FOR ROUGH FRAMING.

M. ANY REMOVED SIGNAGE SHALL BE STORED FOR FUTURE

USE. COORDINATE WITH COR.

N. MAINTAIN CORRIDOR STAIR, AND EXIT DOOR ACCESS

THROUGHOUT THIS PROJECT FOR HOSPITAL USE.

CONTRACTOR TO MAINTAIN AREA OPEN AND CLEAN.

O. ALL DEMOLITION WORK SHALL BE COORDINATED WITH MP&E

DRAWINGS.

P. INSPECT STRUCTURE FIREPROOFING AFTER DEMOLITION IS

COMPLETE. REPAIR ALL DAMAGED AREAS TO MATCH

ORIGINAL THICKNESS.

Q. SEAL ALL PENETRATIONS AND OPENINGS THROUGH WALLS,

FLOORS, AND CEILINGS.

Demolition General Notes:

45 4

AESUSAESUS

Architecture, Engineering, and Sustainable Design design

AESUS

group

KEY PLAN NTS

BLDG A

BLDG B

KEY NOTES

1. RE-INSTALL, REPAIR, AND/OR REPLACE THE CEILING AND

ASSOCIATED COMPONENTS TO ORIGINAL CONDITION. MATCH

EXISTING AS REQUIRED.

2. INSTALL NEW MECHANICAL DIFFUSER, SEE MECHANICAL FOR MORE

INFO. PATCH AND REPAIR ADJACENT CEILING AS REQUIRED.

3. NEW MECHANICAL EQUIPMENT WITH PRE-FABRICATED ROOF

CURBS, SEE DETAILS ON SHEET A-601 AND MECHANICAL FOR

ADDITIONAL INFO.

4. RE-INSTALL SALVAGED ROOF WALK PADS AS REQUIRED.

5. EXISTING ROOF CRICKET TO REMAIN, TYPICAL.

6. EXISTING ROOF DRAIN TO REMAIN, TYPICAL.

7. PATCH AND REPAIR THE EXISTING ROOF REQUIRED AT NEW

EQUIPMENT LOCATIONS. ALL NEW ROOFING SHALL BE INSTALLED

ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. MAINTAIN

EXISTING ROOF SLOPE. ALL ROOF WORK SHALL NOT VOID ANY

EXISTING MANUFACTURE AND WARRANTIES. THE GC SHALL VERIFY

WITH OWNER PRIOR TO THE START OF ANY NEW ROOF WORK.

8. PROVIDE NEW ROOF WALK PADS AS REQUIRED.

9. INSTALL NEW CEILING TILES AND ASSOCIATED COMPONENTS,

TYPICAL. SEE DETAIL ON SHEET A-501.

GYPSUM BOARD CEILING

GYP

MECHANICAL SUPPLY DIFFUSER

MECHANICAL RETURN/EXHAUST

2'x2' FIXTURES -SEE ELECTRICAL

INDICATES KEY NOTE ON THIS DRAWING

SPRINKLER HEAD

GYPSUM WALL BOARD

Legend:

X

2'x2' ACOUSTICAL CEILING TILE

HEIGHT ABOVE FINISH FLOOR+9'-6"

FINISH

DOWN LIGHT -SEE ELECTRICAL

ACT ACOUSTICAL CEILING TILE

EQUIPMENT & FURNITURE

PATIENT LIFT

CURTAIN TRACK

WALL PROTECTION

A. NOT ALL KEYNOTES WILL BE USED ON ALL SHEETS.

B. NEW WALLS TO EXTENDED TO UNDERSIDE OF THE FLOOR SLAB

ABOVE.

C. SEAL ALL PENETRATIONS AND OPENINGS THROUGH WALLS,

FLOORS, AND CEILINGS TO MATCH RATING.

D. ALL EXISTING STRUCTURAL COLUMNS AND BEAMS TO REMAIN

AND SHALL NOT BE MODIFIED.

E. ALL MECHANICAL CHASES SHALL BE COORDINATED WITH

MECHANICAL, PLUMBING, & ELECTRICAL DRAWINGS.

F. ALL WORK TO BE IN COMPLIANCE WITH NATIONAL AND LOCAL

BUILDING SAFETY CODES.

G. DIMENSIONS ARE FROM FINISHED SURFACES.

H. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

I. LIGHT FIXTURES, SPRINKLER HEADS, SMOKE DETECTORS AND

MECHANICAL EQUIPMENT TO BE CENTERED WITHIN A.C.T.,

CEILING PANEL OR ROOM CEILING AREA U.N.O.

J. FIRE SPRINKLER HEADS SHALL BE RELOCATED AS REQUIRED.

K. PROTECT ALL EQUIPMENT THAT IS TO REMAIN IN PLACE.

L. REFER TO A-501 FOR ALL CEILING DETAILS.

M. REFER TO A-601 FOR ALL ROOF DETAILS.

General Notes:

SCALE:

ENLARGED RCP BLDG A.

1/4" = 1'-0"1SCALE:

ENLARGED RCP BLDG B.

1/4" = 1'-0"2

A-601

A-601

SCALE:

A-WING ROOF PLAN - PARTIAL NEW WORK PLAN

1/8" = 1'-0"1

AESUSAESUS

Architecture, Engineering, and Sustainable Design design

AESUS

group

KEY PLAN NTS

BLDG A

BLDG B

KEY NOTES

1. RE-INSTALL, REPAIR, AND/OR REPLACE THE CEILING AND

ASSOCIATED COMPONENTS TO ORIGINAL CONDITION. MATCH

EXISTING AS REQUIRED.

2. INSTALL NEW MECHANICAL DIFFUSER, SEE MECHANICAL FOR MORE

INFO. PATCH AND REPAIR ADJACENT CEILING AS REQUIRED.

3. NEW MECHANICAL EQUIPMENT WITH PRE-FABRICATED ROOF

CURBS, SEE DETAILS ON SHEET A-601 AND MECHANICAL FOR

ADDITIONAL INFO.

4. RE-INSTALL SALVAGED ROOF WALK PADS AS REQUIRED.

5. EXISTING ROOF CRICKET TO REMAIN, TYPICAL.

6. EXISTING ROOF DRAIN TO REMAIN, TYPICAL.

7. PATCH AND REPAIR THE EXISTING ROOF REQUIRED AT NEW

EQUIPMENT LOCATIONS. ALL NEW ROOFING SHALL BE INSTALLED

ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. MAINTAIN

EXISTING ROOF SLOPE. ALL ROOF WORK SHALL NOT VOID ANY

EXISTING MANUFACTURE AND WARRANTIES. THE GC SHALL VERIFY

WITH OWNER PRIOR TO THE START OF ANY NEW ROOF WORK.

8. PROVIDE NEW ROOF WALK PADS AS REQUIRED.

9. INSTALL NEW CEILING TILES AND ASSOCIATED COMPONENTS,

TYPICAL. SEE DETAIL ON SHEET A-501.

GYPSUM BOARD CEILING

GYP

MECHANICAL SUPPLY DIFFUSER

MECHANICAL RETURN/EXHAUST

2'x2' FIXTURES -SEE ELECTRICAL

INDICATES KEY NOTE ON THIS DRAWING

SPRINKLER HEAD

GYPSUM WALL BOARD

Legend:

X

2'x2' ACOUSTICAL CEILING TILE

HEIGHT ABOVE FINISH FLOOR+9'-6"

FINISH

DOWN LIGHT -SEE ELECTRICAL

ACT ACOUSTICAL CEILING TILE

EQUIPMENT & FURNITURE

PATIENT LIFT

CURTAIN TRACK

WALL PROTECTION

A. NOT ALL KEYNOTES WILL BE USED ON ALL SHEETS.

B. NEW WALLS TO EXTENDED TO UNDERSIDE OF THE FLOOR SLAB

ABOVE.

C. SEAL ALL PENETRATIONS AND OPENINGS THROUGH WALLS,

FLOORS, AND CEILINGS TO MATCH RATING.

D. ALL EXISTING STRUCTURAL COLUMNS AND BEAMS TO REMAIN

AND SHALL NOT BE MODIFIED.

E. ALL MECHANICAL CHASES SHALL BE COORDINATED WITH

MECHANICAL, PLUMBING, & ELECTRICAL DRAWINGS.

F. ALL WORK TO BE IN COMPLIANCE WITH NATIONAL AND LOCAL

BUILDING SAFETY CODES.

G. DIMENSIONS ARE FROM FINISHED SURFACES.

H. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

I. LIGHT FIXTURES, SPRINKLER HEADS, SMOKE DETECTORS AND

MECHANICAL EQUIPMENT TO BE CENTERED WITHIN A.C.T.,

CEILING PANEL OR ROOM CEILING AREA U.N.O.

J. FIRE SPRINKLER HEADS SHALL BE RELOCATED AS REQUIRED.

K. PROTECT ALL EQUIPMENT THAT IS TO REMAIN IN PLACE.

L. REFER TO A-501 FOR ALL CEILING DETAILS.

M. REFER TO A-601 FOR ALL ROOF DETAILS.

General Notes:

SCALE:SCALE:

SCALE:

SCALE: SCALE:

SCALE:

FREE SIDE

FIXED SIDE

FI

XE

D S

ID

E

FR

EE

S

ID

E

SCALE:

Architecture, Engineering, and Sustainable Design design

AESUS

group

ARCHITECTURAL DETAILS

A-501

AESUSAESUS

CONT 1/2"

TREATED

PLYWOOD

GUSSET

VERTICAL TREATED

WOOD BLOCKING AT

16" OC MAX - FILL

VOIDS WITH

INSULATION

SPACER

BLOCKS AT 18"

OC - FILL VOIDS

WITH

INSULATION

TOP OF ROOF

DECK

ROOF INSULATION

(TYP)

CONT TREATED

WOOD CANT

(TYP)CONT TREATED

WOOD NAILER

(TYP)

#10 SELF TAPPING

SCREWS AT 9" OC

STAGGERED

(STEEL DECK - TYP)

1/4" DIA EXP ANCHORS

2" MINIMUM

EMBEDMENT AT 18" OC

MAX (CONCRETE

DECK - TYP)

NAILER

CONFIGURATION

WHERE ROOF

INSULATION THICKNESS

IS CONSTANT OR

MINIMUM THICKNESS

NAILER CONFIGURATION

WHERE ROOF

INSULATION THICKNESS

IS GREATER THAN 3"

AND LESS THAN 6"

NAILER

CONFIGURATION

WHERE ROOF

INSULATION

THICKNESS IS

GREATER THAN 6"

ALL CONT

TREATED WOOD

NAILERS ARE TO

BE 2 X 6

CONT RUBBERIZED

ASPHALT

UNDERLAYMENT

TREATED WOOD NAILER

ROOFING SYSTEM

22 GA X 6" CLOSURE

PLATE CONT

AROUND OPENING

CONT WOOD CANT STRIP

REGLET AND

COUNTERFLASHING

ROOF HATCH AND INSULATED

CURB W/ ANCHORAGE

SYSTEM

GASKETED FASTENERS

AT 12" OC MAX

1'

0”

4"

SEALANT - TOOL TO

FACILITATE WATER RUN-

OFF

1" STAINLESS STEEL

DRAW BAND

SHEET METAL BONNET

SHEET METAL FLASHING

COLLAR

ROOFING CEMENT

1/2"

1/2"

6" MIN

4" 5"

M

IN

1'

/3 2"

CONTRACTOR TO DETERMINE ACTUAL

HEIGHT REQUIRED BY FINAL ROOF

INSULATION THICKNESS

SEAL AROUND PLUMBING

VENT WITH COMPATIBLE

SEALANT

4"

ROOFING CEMENT

SHEET METAL

FLASHING COLLAR

SHEET METAL

BONNET

1" STAINLESS STEEL

DRAW BAND

SEALANT - TOOL TO

FACILITATE WATER RUN-

OFF

SAFETY TIEBACK (BY

EXT BLDG MAINT MFR)

CONTRACTOR TO DETERMINE ACTUAL

HEIGHT REQUIRED BY FINAL ROOF

INSULATION THICKNESS

1/2"

1'

3/

8"

1/2"

6" MIN

4" M

IN2"

TREATED WOOD

NAILER

PREFABRICATED

INSULATED,

MECHANICAL ROOF

CURB ANCHORED TO

NAILER

REGLET AND

COUNTERFLASHING

CONT 1 1/2" NEOPRENE

CUSHION

MECHANICAL EQUIPMENT

1'

0" M

IN

" M

IN

C U

R B

TO

B

E C

U

ST

O M

H

EI

G H

T

TO

C O

O R

D

IN

AT

E

W

IT

H R

O O

F

SL

O

PE

C O

N D

IT

IO

N

REFER TO SPECIFIC DETAILS

FOR REGLET FLANGE

CONFIGURATIONS

PROVIDE CONT 6" WIDE X 20 GA

STRAP AT CONDITIONS WHERE

STEEL STUDS WITH 5/8" ROOF

COVER BOARD UNITS IS USED

GASKETED FASTENERS

AT 12" OC

SHEET METAL TWO

PIECE REGLET AND

COUNTERFLASHING

SYSTEM

FASTENERS WITH

ANCHOR DISCS AT 6"

OC MAX OR CONT

TERMINATION BAR

WIND CLIPS AT 30" OC

TREATED WOOD NAILER

5" 1"

" M

IN

5"

INSULATE PIPING

PER MEP

SEAL IF NOT HIGH

TEMPERATURE

PIPING

SLEEVE - SEAL SLEEVE

TO BOX

REGLET AND COUNTER

FLASHING

PREFABRICATED

INSULATED ROOF

CURB ANCHORED TO

WOOD NAILER

FILL VOID WITH

MINERAL WOOL

INSULATION -

SUPPORT WITH

POULTRY NETTING

16 GA GALVANIZED

METAL ENCLOSURE

TREATED WOOD

NAILER

GENERAL NOTE:

SEAL ALL SEAMS, JOINTS,

AND FASTENER

PENETRATIONS - PROVIDE

STIFFENERS AND CROSS

BRACING AS NEEDED TO

PREVENT BENDING

VARIES

SLOPE

ROOFING SYSTEM

GASKETED

FASTENERS AT 12"

OC MAX

SLOPE 1/4" / FT MIN 1' - 0"

VA

R

IE

S

3"

" M

INSPRAYED VAPOR

RETARDER

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

Architecture, Engineering, and Sustainable Design design

AESUS

group

AESUSAESUS

SCALE:

and Sustainable Design design

AESUS

group

AESUSAESUS

2021.09.22

A-901

BUILDING A

OVERALL FLOOR PLAN

M100

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

A-WING - OVERALL PLAN

1/8" = 1'-0"

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

MH100

MD100

B-WING - OVERALL PLAN

1/8" = 1'-0"

BUILDING B

OVERALL FLOOR PLAN

M101

Architecture, Engineering, and Sustainable Design design

AESUS

group

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

MH100

MD100

ENLARGED DEMOLITION

FLOOR PLANS

MD100

Architecture, Engineering, and Sustainable Design design

AESUS

group

DEMOLITION GENERAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN A CLEAN AND

WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO

MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER

AREAS OF THE BUILDING WHICH ARE TO REMAIN IN

OPERATION.

2. ALL UTILITY OR SYSTEM SHUTDOWNS SHALL BE

COORDINATED WITH THE OWNER AND ENGINEER. NO

SHUTDOWNS CAN OCCUR WITHOUT PRIOR PERMISSION FROM

THE OWNER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK.

ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER

FOR RESOLUTION.

4. THE EXISTING CONDITIONS ARE BASED ON "AS-BUILT"

DRAWINGS AND LIMITED FIELD VERIFICATIONS. THE

CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS

AT NO ADDITIONAL EXPENSE TO THE PROJECT. NO ADDITION

COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO

THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE OR

PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO

SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR

RESOLUTION.

5. ALL WORK SHALL CONFORM TO THE LOCAL AND STATE

BUILDING CODE AND ORDINANCES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

THEIR PORTION OF THE WORK WITH OTHER PORTIONS OF

WORK BY OTHER TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS, TECHNIQUES, AND SAFETY TO THE PUBLIC

AND TO PROPERTY BOTH PRIVATE AND PUBLIC.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE

REMOVAL OF ALL EXISTING EQUIPMENT, PIPING, AND DEVICES

NOT REQUIRED FOR THE WORK AND NOT SHOWN AS EXISTING

TO REMAIN AS INDICATED ON DRAWINGS. DRAWINGS ARE

SCHEMATIC IN NATURE AND INDICATE MAJOR ITEMS OF

EXISTING EQUIPMENT AND SYSTEMS. THE CONTRACTOR

SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF

EXISTING EQUIPMENT, PIPING, AND DEVICES TO BE REMOVED.

9. ALL SHUT DOWNS AND DEMOLITION SHALL BE PHASED AND

COORDINATED WITH NEW WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION SHUT DOWNS AND

REMOVAL OF ITEMS WITH THE OWNER'S REPRESENTATIVE

AND THE OWNER'S PHASING REQUIREMENTS.

10. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

11. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN

THEIR ENTIRETY TO INCLUDE ALL ASSOCIATED SUPPORT

BASES, ANCHORAGE, HANGERS, CONTROLS, PIPING, ETC. AND

CAP EXISTING SYSTEM TO REMAIN AT MAINS OR OTHER

ACTIVE BRANCH LINES. MINIMIZE DEAD-END LENGTHS.

12. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE

REUSED IN NW SYSTEMS, EXCEPT WHERE INDICATED AS

BEING RELOCATED.

13. ITEMS REMOVED SHALL BE LEGALLY DISPOSED OF OFF THE

SITE; COORDINATE WITH OWNER, ARCHITECT, AND DIVISION 1

REQUIREMENTS, LIMITS, ETC. ON ON-SITE DUMPSTERS. USE

OF OWNER'S TRASH DUMPSTERS FOR DISPOSAL OF

DEMOLISHED WILL NOT BE PERMITTED.

SCALE:

ENLARGED FLOOR PLAN

1/2" = 1'-0"

(X) VAV10

(E) VAV09

125 CFM

CLEAN UTILITY

A-126

STERILE

PROCESS

A-120

CORRIDOR

A-164

SOILED

A-113

(E) CD

150 CFM

(X) CD

(E) CD

75 CFM

E x

E x

E x

E

Ø

FILM STORES

B-126

HC DRESS

B-103A

HC DRESS

B-103

PATIENT

TOILET

B-109

STORAGE

B-125

TELE-COMM

B-168

JANITOR'S

CLOSET

B-167

ELECTRICAL

B-165

RADIOLOGY

B-112

DARK ROOM

B-104

CONSULT

B-120

CORRIDOR

B-211

(X) VAV36

(X) VAV41

SCALE:

ENLARGED FLOOR PLAN

1/2" = 1'-0"

(X) 5"Ø

E

Ø

E

Ø

(E) CD

200 CFM

(E) CD

200 CFM

(E) CD

210 CFM

(E) CD

100 CFM

(E) CD

240 CFM

(E) CD

240 CFM

(E) CD

100 CFM

(E) 12"x12"

(E) 16"x16"

(E) CD

100 CFM

(E) CD

250 CFM

(X) CD

250 CFM

(E) 14"x10"

X x

(E) 6"Ø

(X) 8"Ø

(E) CD

125 CFM

KEY NOTES

1. DEMOLISH EXISTING DIFFUSER.

2. DEMOLISH EXISTING TERMINAL UNIT.

BUILDING A ROOF PLAN

DEMOLITION PLAN

MD200

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

A-WING ROOF PLAN - PARTIAL NEW WORK PLAN

1/8" = 1'-0"

DEMOLITION GENERAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN A CLEAN AND

WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO

MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER

AREAS OF THE BUILDING WHICH ARE TO REMAIN IN

OPERATION.

2. ALL UTILITY OR SYSTEM SHUTDOWNS SHALL BE

COORDINATED WITH THE OWNER AND ENGINEER. NO

SHUTDOWNS CAN OCCUR WITHOUT PRIOR PERMISSION FROM

THE OWNER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK.

ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER

FOR RESOLUTION.

4. THE EXISTING CONDITIONS ARE BASED ON "AS-BUILT"

DRAWINGS AND LIMITED FIELD VERIFICATIONS. THE

CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS

AT NO ADDITIONAL EXPENSE TO THE PROJECT. NO ADDITION

COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO

THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE OR

PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO

SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR

RESOLUTION.

5. ALL WORK SHALL CONFORM TO THE LOCAL AND STATE

BUILDING CODE AND ORDINANCES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

THEIR PORTION OF THE WORK WITH OTHER PORTIONS OF

WORK BY OTHER TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS, TECHNIQUES, AND SAFETY TO THE PUBLIC

AND TO PROPERTY BOTH PRIVATE AND PUBLIC.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE

REMOVAL OF ALL EXISTING EQUIPMENT, PIPING, AND DEVICES

NOT REQUIRED FOR THE WORK AND NOT SHOWN AS EXISTING

TO REMAIN AS INDICATED ON DRAWINGS. DRAWINGS ARE

SCHEMATIC IN NATURE AND INDICATE MAJOR ITEMS OF

EXISTING EQUIPMENT AND SYSTEMS. THE CONTRACTOR

SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF

EXISTING EQUIPMENT, PIPING, AND DEVICES TO BE REMOVED.

9. ALL SHUT DOWNS AND DEMOLITION SHALL BE PHASED AND

COORDINATED WITH NEW WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION SHUT DOWNS AND

REMOVAL OF ITEMS WITH THE OWNER'S REPRESENTATIVE

AND THE OWNER'S PHASING REQUIREMENTS.

10. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

11. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN

THEIR ENTIRETY TO INCLUDE ALL ASSOCIATED SUPPORT

BASES, ANCHORAGE, HANGERS, CONTROLS, PIPING, ETC. AND

CAP EXISTING SYSTEM TO REMAIN AT MAINS OR OTHER

ACTIVE BRANCH LINES. MINIMIZE DEAD-END LENGTHS.

12. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE

REUSED IN NW SYSTEMS, EXCEPT WHERE INDICATED AS

BEING RELOCATED.

13. ITEMS REMOVED SHALL BE LEGALLY DISPOSED OF OFF THE

SITE; COORDINATE WITH OWNER, ARCHITECT, AND DIVISION 1

REQUIREMENTS, LIMITS, ETC. ON ON-SITE DUMPSTERS. USE

OF OWNER'S TRASH DUMPSTERS FOR DISPOSAL OF

DEMOLISHED WILL NOT BE PERMITTED.

(X) AC-1

(X) AC-2

KEY NOTES

1. DEMOLISH EXISTING AIR HANDLING UNIT. CONTRACTOR SHALL

CONFIGURE EXISTING DUCTWORK TO FIT NEW UNIT.

CONTRACTOR SHALL SEAL ALL DUCTWORK DURING

CONSTRUCTION TO PREVENT WATER AND DUST FROM

ENTERING THE SYSTEM.

BUILDING B ROOF PLAN

DEMOLITION PLAN

MD201

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

B-WING ROOF PLAN - PARTIAL NEW WORK PLAN

1/8" = 1'-0"

DEMOLITION GENERAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN A CLEAN AND

WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO

MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER

AREAS OF THE BUILDING WHICH ARE TO REMAIN IN

OPERATION.

2. ALL UTILITY OR SYSTEM SHUTDOWNS SHALL BE

COORDINATED WITH THE OWNER AND ENGINEER. NO

SHUTDOWNS CAN OCCUR WITHOUT PRIOR PERMISSION FROM

THE OWNER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK.

ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER

FOR RESOLUTION.

4. THE EXISTING CONDITIONS ARE BASED ON "AS-BUILT"

DRAWINGS AND LIMITED FIELD VERIFICATIONS. THE

CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS

AT NO ADDITIONAL EXPENSE TO THE PROJECT. NO ADDITION

COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO

THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE OR

PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO

SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR

RESOLUTION.

5. ALL WORK SHALL CONFORM TO THE LOCAL AND STATE

BUILDING CODE AND ORDINANCES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

THEIR PORTION OF THE WORK WITH OTHER PORTIONS OF

WORK BY OTHER TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS, TECHNIQUES, AND SAFETY TO THE PUBLIC

AND TO PROPERTY BOTH PRIVATE AND PUBLIC.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE

REMOVAL OF ALL EXISTING EQUIPMENT, PIPING, AND DEVICES

NOT REQUIRED FOR THE WORK AND NOT SHOWN AS EXISTING

TO REMAIN AS INDICATED ON DRAWINGS. DRAWINGS ARE

SCHEMATIC IN NATURE AND INDICATE MAJOR ITEMS OF

EXISTING EQUIPMENT AND SYSTEMS. THE CONTRACTOR

SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF

EXISTING EQUIPMENT, PIPING, AND DEVICES TO BE REMOVED.

9. ALL SHUT DOWNS AND DEMOLITION SHALL BE PHASED AND

COORDINATED WITH NEW WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION SHUT DOWNS AND

REMOVAL OF ITEMS WITH THE OWNER'S REPRESENTATIVE

AND THE OWNER'S PHASING REQUIREMENTS.

10. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

11. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN

THEIR ENTIRETY TO INCLUDE ALL ASSOCIATED SUPPORT

BASES, ANCHORAGE, HANGERS, CONTROLS, PIPING, ETC. AND

CAP EXISTING SYSTEM TO REMAIN AT MAINS OR OTHER

ACTIVE BRANCH LINES. MINIMIZE DEAD-END LENGTHS.

12. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE

REUSED IN NW SYSTEMS, EXCEPT WHERE INDICATED AS

BEING RELOCATED.

13. ITEMS REMOVED SHALL BE LEGALLY DISPOSED OF OFF THE

SITE; COORDINATE WITH OWNER, ARCHITECT, AND DIVISION 1

REQUIREMENTS, LIMITS, ETC. ON ON-SITE DUMPSTERS. USE

OF OWNER'S TRASH DUMPSTERS FOR DISPOSAL OF

DEMOLISHED WILL NOT BE PERMITTED.

(X) CU-1

(X) CU-2

(X) AH-2

(X) AH-1

KEY NOTES

1. DEMOLISH EXISTING AIR HANDLING UNIT. CONTRACTOR SHALL

CONFIGURE EXISTING DUCTWORK TO FIT NEW UNIT.

CONTRACTOR SHALL SEAL ALL DUCTWORK DURING

CONSTRUCTION TO PREVENT WATER AND DUST FROM

ENTERING THE SYSTEM.

ENLARGED FLOOR PLANS

MH100

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

ENLARGED FLOOR PLAN

1/4" = 1'-0"

KEY NOTES

1. REBALANCE EXISTING VAV BOX AND EXISTING DIFFUSERS TO

TO CFMS LISTED AS INDICATED ON PLANS.

2. MATCH MANUFACTURER AND TYPE WITH EXISTING DIFFUSERS.

3. REPLACE EXISTING HEATING HOT WATER COIL VALVE KIT.

4. EXTEND NEW 3/4" HEATING HOT WATER TO NEW COIL. REPLACE

DDC CONTROLS. REFER TO SCHEDULE FOR MIN AND MAX CFM,

CLEAN AND RE-USE EXISTING PITOT TUBES.

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

(N) VAV10

(E) VAV09

125 CFM

CLEAN UTILITY

A-126

STERILE

PROCESS

A-120

CORRIDOR

A-164

SOILED

A-113

(E) CD

150 CFM

(N) CD-1

150 CFM

12"X12"

8" NK

(E) CD

75 CFM

E x

E x

E x

E

Ø

FILM STORES

B-126

HC DRESS

B-103A

HC DRESS

B-103

PATIENT

TOILET

B-109

STORAGE

B-125

TELE-COMM

B-168

JANITOR'S

CLOSET

B-167

ELECTRICAL

B-165

RADIOLOGY

B-112

DARK ROOM

B-104

CONSULT

B-120

CORRIDOR

B-211

(N) VAV36

(N) VAV41

SCALE:

ENLARGED FLOOR PLAN

1/4" = 1'-0"

(N) 6"Ø

E

Ø

E

Ø

(E) CD

200 CFM

(E) CD

200 CFM

(E) CD

210 CFM

(E) CD

100 CFM

(E) CD

240 CFM

(E) CD

240 CFM

(E) CD

100 CFM

(E) 12"x12"

(E) 16"x16"

(E) CD

100 CFM

(E) 14"x10"

N x

(E) 6"Ø

(N) 10"Ø

(E) CD

125 CFM

EXAM WIC

A-111

EXAM #9

A-117

EXAM #8

A-123

EXAM #7

A-130

ISOLATION

EXAM

A-131

EKG

A-124

JANITOR

CLOSET

A-118

STORAGE

A-119

TREAT

A-125

EXAM #1

A-132

EXAM #2

A-133

EXAM #3

A-134

EXAM #4

A-127

EXAM #5

A-121

PT /PAT ED

A-112

CORRIDOR

A-166

(E) VAV14

805 CFM

(E) CD

365 CFM

(E) CD

290 CFM

(E) CD

290 CFM

(E) CD

290 CFM

(E) VAV15

795 CFM

(E) VAV12

760 CFM

(E) CD

235 CFM

(E) CD

225 CFM

(E) CD

300 CFM

(E) VAV08

900 CFM

(E) CD

390 CFM

(E) CD

300 CFM

(E) CD

300 CFM

(E) CD

300 CFM

(E) VAV08

580 CFM

(E) CD

150 CFM

(E) RG

415 CFM

(E) RG

340 CFM

(E) RG

340 CFM

(E) RG

340 CFM

(E) RG

285 CFM

(E) RG

275 CFM

(E) RG

350 CFM

(E) RG

350 CFM

(E) RG

350 CFM

(E) RG

350 CFM

(E) RG

XXX CFM

(E) RG

XXX CFM

(E) RG

340 CFM

(E) CD

65 CFM

(E) CD

75 CFM

(E) CD

150 CFM

MEDS

A-114

COMMS

A-115

CORRIDOR

A-165

(E) CD

215 CFM

(N) CD-1

500 CFM

24"X24"

10" NK

BUILDING A ROOF PLAN

NEW WORK PLAN

MH200

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

A-WING ROOF PLAN - PARTIAL NEW WORK PLAN

1/8" = 1'-0"

(N) AC-2

(N) AC-1

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

CONTROL NOTES

1. REPLACE CONTROLS OF ALL NEW ROOF TOP UNITS.

CONTRACTOR SHALL COORDINATE WITH TRANE CONTROLS

CONTRACTOR. SCOPE OF WORK INCLUDES:

v (4) INTELLIPAK CONTROL RETROFITS

· (1) INSTALL WIRELESS BACNET AIRFI WCI TRANSCEIVER

ON RTU FOR WIRELESS COMMUNICATION

· (1) INSTALL WIRELESS WCS ZONE SENSOR WITH

DISPLAY AND SET POINT ADJUSTMENT

· ADD RTU BACNET POINTS TO SC+ DATABASE

· ADD RTU GRAPHICS TO TRACER SC+

· INTELLIPAKS WILL ALREADY COME FROM THE FACTORY

WITH ON-BOARD CONTROLLERS AND SENSORS. THIS

WILL NOT BE INCLUDED IN THIS BUDGET PROPOSAL.

KEY NOTES

1. CONNECT NEW SUPPLY AIR TO EXISTING SUPPLY AIR.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

NECESSARY FITTING FOR TRANSITION FROM NEW TO EXISTING.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER

FOR TRANSITION PRIOR TO BUILDING.

2. CONNECT NEW SUPPLY AIR TO EXISTING RETURN AIR.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

NECESSARY FITTING FOR TRANSITION FROM NEW TO EXISTING.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER

FOR TRANSITION PRIOR TO BUILDING.

3. 1-1/4" HWS/R DOWN THROUGH ROOF. CONNECT TO EXISTING

1-1/4" HWS/R.

4. CONNECT 1" CD TO EXISTING 1" CD.

BUILDING B ROOF PLAN

NEW WORK PLAN

MH201

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

B-WING ROOF PLAN - PARTIAL NEW WORK PLAN

1/8" = 1'-0"

(N) AC-3

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

(N) AC-4

CONTROL NOTES

1. REPLACE CONTROLS OF ALL NEW ROOF TOP UNITS.

CONTRACTOR SHALL COORDINATE WITH TRANE CONTROLS

CONTRACTOR. SCOPE OF WORK INCLUDES:

v (4) INTELLIPAK CONTROL RETROFITS

· (1) INSTALL WIRELESS BACNET AIRFI WCI TRANSCEIVER

ON RTU FOR WIRELESS COMMUNICATION

· (1) INSTALL WIRELESS WCS ZONE SENSOR WITH

DISPLAY AND SET POINT ADJUSTMENT

· ADD RTU BACNET POINTS TO SC+ DATABASE

· ADD RTU GRAPHICS TO TRACER SC+

· INTELLIPAKS WILL ALREADY COME FROM THE FACTORY

WITH ON-BOARD CONTROLLERS AND SENSORS. THIS

WILL NOT BE INCLUDED IN THIS BUDGET PROPOSAL.

KEY NOTES

1. CONNECT NEW SUPPLY AIR TO EXISTING SUPPLY AIR.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

NECESSARY FITTING FOR TRANSITION FROM NEW TO EXISTING.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER

FOR TRANSITION PRIOR TO BUILDING.

2. CONNECT NEW SUPPLY AIR TO EXISTING RETURN AIR.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

NECESSARY FITTING FOR TRANSITION FROM NEW TO EXISTING.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER

FOR TRANSITION PRIOR TO BUILDING.

3. CONNECT 1" CD TO EXISTING 1" CD.

BUILDING A CONTROLS

FLOOR PLAN

MH300

Architecture, Engineering, and Sustainable Design design

AESUS

group

SCALE:

A-WING - PARTIAL NEW WORK PLAN

1/8" = 1'-0"

CONTROL NOTES

1. REPLACE CONTROLS OF ALL VAV BOXES. CONTRACTOR SHALL

COORDINATE WITH TRANE CONTROLS CONTRACTOR. SCOPE OF

WORK INCLUDES:

v (1) SUPERVISORY APP TRANE TRACER SC+

· RUN WIRELESS BACNET AIRFI CONTROLS

COMMUNICATION TRUNK TO DESIGNATED

CENTRALIZED COORDINATORS.

· PROVIDE LAPTOP COMPUTER FOR LOCAL SITE ACCESS.

· (8) INSTALL WIRELESS BACNET AIRFI COORDINATORS

FOR COMMUNICATION TO WIRELESS DEVICES.

· INSTALL TRACER SC PANEL WITH DIN RAIL AND POWER

SUPPLY.

· INSTALL TRACER SC+ BUILDING CONTROLLER.

· INSTALL TRACER SC+ 1 YEAR SOFTWARE

MAINTENANCE PLAN.

· INSTALL APPLICATION LICENSES FOR DEVICES.

· CREATE GRAPHICS FOR LOCAL SITE AND REMOTE

ACCESS. (REMOTE ACCESS DEPENDENT ON IT POLICY

AND COOPERATION)

v (45) VAV CONTROL RETROFITS

· (1) INSTALL WIRELESS BACNET AIRFI WCI TRANSCEIVER

ON VAV FOR WIRELESS COMMUNICATION

· (1) INSTALL WIRELESS WCS ZONE SENSOR WITH

DISPLAY AND SET POINT ADJUSTMENT

· (1) INSTALL UC210 VAV CONTROLLER WITH BUILT IN

ACTUATOR

· MOUNT DISCHARGE AIR TEMPERATURE SENSOR TO

MONITOR TEMPERATURE

· ADD VAV BACNET POINTS TO SC+ DATABASE

· ADD VAV GRAPHICS TO TRACER SC+

GENERAL NOTES

1. LIGHTING AND SPRINKLER HEADS TAKE PRECEDENCE OVER

DIFFUSER LOCATION. CONTRACTOR SHALL MAKE NECESSARY

ADJUSTMENT TO DIFFUSERS TO AVOID ANY CONFLICT WITH

LIGHTING LAYOUT AND SPRINKLER HEADS.

2. THERMOSTATS SHALL BE MOUNTED PER ADA REQUIREMENTS.

MAXIMUM HEIGHT FOR FRONT ACCESS SHALL BE 48" AFF. DO

NOT MOUNT ABOVE FIXED COUNTER UNLESS KNEE HOLE

ACCESS IS PROVIDED.

3. CONTRACTOR SHALL COORDINATE ALL FINAL THERMOSTAT

LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO

MOUNTING.

4. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF

WALL AND CEILINGS.

5. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT

PERMISSION FROM THE ENGINEER.

6. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A

RESULT OF REMOVED PIPING, DUCTWORK, FLUES,

EQUIPMENT, FIXTURES, ETC SHALL BE PATCHED TO MATCH

EXISTING BUILDING CONSTRUCTION. WORK SHALL BE

PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE

TRADES.

7. DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING

SHEET METAL GAUGES, REINFORCEMENT, JOINT SEALING, AIR

LEAKAGE, AND DETAILS NOT SPECIFICALLY SHOWN ON

DRAWINGS SHALL BE IN ACCORDANCE WITH CURRENT IMC &

VA DUCT CONSTRUCTION STANDARDS.

8. CONTRACTOR SHALL PROVIDE COORDINATION FOR

DUCTWORK ROUTE DRAWINGS, THIS MUST BE APPROVED BY

ENGINEER PRIOR TO CONSTRUCTION.

9. DUCTWORK AND PIPING SHALL BE INSTALLED TIGHT TO THE

CRAWL SPACE CEILING WHEN POSSIBLE FOR MAINTENANCE

ACCESSIBILITY. CONTRACTOR SHALL WALK THE CRAWL

SPACE AND VERIFY THE LAYOUT OF THE DUCTWORK PRIOR TO

BIDDING THE PROJECT.

10. PRIOR TO PURCHASING HVAC UNIT, CONTRACTOR SHALL

COORDINATE WITH VA CONTRACTING, VA FACILITIES, AND AE

FIRM TO DEVELOP A PLAN FOR INSTALLING OF THE NEW UNIT

THAT MINIMIZES THE INSTALLATION TIME OF THE UNIT.

11. ALONG WITH PHASING, THE CONTRACTORS SHALL BE

PREPARED TO PROVIDE TEMPORARY HVAC FOR AREAS

AFFECTED BY SCOPE OF WORK.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OPENING

AND RESPONSIBLE FOR ANY DAMAGE CAUSED BY

CONSTRUCTION METHODS.

13. CONTRACTOR SHALL PERFORM LEAK TEST ON ROOF AFTER

CONSTRUCTION IS COMPLETE AND REPAIR THE ROOF AS

NECESSARY.

(E) VAV-1

(E) VAV-2

(E) VAV-11

(E) VAV-14

(E) VAV-4

(E) VAV-9

(E) VAV-10

(E) VAV-3

(E) VAV-5

(E) VAV-7

(E) VAV-6

(E) VAV-8

(E) VAV-12

(E) VAV-15

(E) VAV-13

(E) VAV-16

(E) VAV-17

(E) VAV-24

(E) VAV-34

(E) VAV-22

(E) VAV-21

(E) VAV-18

(E) VAV-20

(E) VAV-19

(E) VAV-23

KEY NOTES

1. TRANE TRACER SC+ SYSTEM CONTROLLER

2. NETWORK 2 COORDINATOR 1

3. NETWORK 2 COORDINATOR 2

4. NETWORK 1 COORDINATOR 1

5. NETWORK 1 COORDINATOR 2

6. CONTRACTOR SHALL PERFORM A TAB ON ALL VAV BOXES AND

SHALL VERIFY THAT VAV BOXES ARE BALANCED TO CFM SHOWN

ON THE SCHEDULE.

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SHEET MH100

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SHEET MH101

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EDF

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WHL CHR

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ALCOVE

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ALCOVE

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WHL CHR

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TEL

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CONCESSION

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text 6"

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VA FORM 08-6231

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AutoCAD SHX Text Building A and B

AutoCAD SHX Text NA18SR109C6 and

AutoCAD SHX Text DZ HVAC and DDC Design

AutoCAD SHX Text Location: 6 RD 7586, BLOOMFIELD, NM 87413

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DZILTH-NA-O-DITH-HLE HEALTH CENTER

AutoCAD SHX Text 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542

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TASK ORDER NO. 75H70121F30004

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SEPTEMBER 23, 2021

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100% CONSTRUCTION DOCUMENTS

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NA18SR107C6

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GONZALES

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ORLANDO E.

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