Drawings with basement.pdf

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T.VETERANAS DR.

PATRIOTS WAY

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A N A S W A Y

LIBERTY LANE

INDEPENDENCE WAY

PROJECT SITE

BLDG 43

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

:5 9:

P

M

GI001

COVER SHEET

SEPTEMBER, 2022 MM RJF

EHRM TRAINING AND ADMIN.

SPACE SUPPORT

VA MEDICAL CENTER

FT. HARRISON, MONTANA

ELT CHIEF, OIT

CHIEF, ENGINEERING SERVICE CHIEF, LOGISTICS SERVICE

CHIEF, EHRM SAFETY

CHIEF, POLICE INFECTION CONTROL

NTS1 CAMPUS PLAN

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

GI002 GENERAL NOTES, ABBREVIATIONS

ARCHITECTURAL

AE100A BASEMENT FLOOR PLAN - AREAS

AE101A FIRST FLOOR PLAN - AREAS

AD100 BASEMENT FLOOR PLAN - DEMOLITION

AD101 FIRST FLOOR PLAN - DEMOLITION

AE103 ROOF PLAN - DEMOLITION

AE100 BASEMENT FLOOR PLAN

AE101 FIRST FLOOR PLAN

AE104 ROOF PLAN

AE110 BASEMENT - REFLECTED CEILING PLAN

AE111 FIRST FLOOR REFLECTED CEILING PLAN

AE201 NORTH AND SOUTH ELEVATIONS

AE202 EAST AND WEST ELEVATIONS

AE301 BUILDING SECTION

AE801 RENDERING VIEWS

FIRE PROTECTION

LS100 BASEMENT - LIFE SAFETY PLAN

LS101 FIRST FLOOR - LIFE SAFETY PLAN

FA100 BASEMENT - FIRE ALARM PLAN

FA101 FIRST FLOOR - FIRE ALARM

FX100 BASEMENT - FIRE SPRINKLER PLAN

FX101 FIRST FLOOR - FIRE SPRINKLER PLAN

MECHANICAL

MI001 MECHANICAL INFORMATION, GENERAL NOTES, ABBREVIATIONS, SYMBOLS, LEGENDS

MH100 BASEMENT MECHANICAL HVAC DUCTWORK PLAN

MH101 FIRST FLOOR MECHANICAL HVAC DUCTWORK PLAN

MH501 MECHANICAL DETAILS

MP100 BASEMENT MECHANICAL PIPING PLAN

PLUMBING

PI001 PLUMBING INFORMATION, GENERAL NOTES, ABBREVIATIONS, SYMBOLS, LEGENDS

PL100 BASEMENT FLOOR SANITARY WASTE AND VENT PIPING PLAN

PL101 FIRST FLOOR SANITARY WASTE AND VENT PIPING PLAN

PP100 BASEMENT FLOOR DOMESTIC WATER PIPING PLAN

PP101 FIRST FLOOR DOMESTIC WATER PIPING PLAN

ELECTRICAL

EI001 ELECTRICAL INFORMATION, GENERAL NOTES, ABBREVIATIONS, SYMBOLS, LEGENDS

EP101 BASEMENT ELECTRICAL POWER PLAN

EP102 FIRST FLOOR ELECTRICAL POWER PLAN

VA SIGNATORIESEXTERIOR RENDERING

REVISIONS DATE

N

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION SYMBOLS

GENERAL NOTES

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

A/E ARCHITECT / ENGINEER

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

BD BOARD

BL BUILDING LINE

BLDG BUILDING

B.O. BOTTOM OF

CF CUBIC FOOT

CFS CUBIC FEET PER SECOND

CI CONTINUOUS INSULATION

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CONC CONCRETE

CONST CONSTRUCTION

CU IN CUBIC INCH

CU YD CUBIC YARD

DEMO DEMOLITION

DET DETAIL

DIA, Ø DIAMETER

DWG(S) DRAWING(S)

E EAST

EA EACH

ELEC ELECTRIC(AL)

ELEV ELEVATION

EQ EQUAL

EXIST EXISTING

EXP EXPOSED

FRP FIBERGLASS REINFORCED PLASTIC

FIN FINISH

FIN FL FINISHED FLOOR

FIN FL ELEV FINISHED FLOOR ELEVATION

FRPT FIRE-RETARDANT PRESSURE TREATED

FL FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FOOT / FEET

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GL GLASS

GYP GYPSUM

GWB GYPSUM WALL BOARD

HAC HOUSEKEEPING AIDS CLOSET

HM HOLLOW METAL

HORZ HORIZONTAL

HT HEIGHT

INC INCORPORATED

INFO INFORMATION

INT INTERIOR

LG LENGTH / LONG

LS LINER SYSTEM

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MTL METAL

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MR MOISTURE RESISTANT

N/A NOT APPLICABLE

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

OC ON CENTER

OPOI OWNER PROVIDED, OWNER INSTALLED

OPP OPPOSING HAND

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PLF POUNDS PER LINEAL FOOT

PFN PREFINISHED

PH PHASE

PLUM PLUMBING

PT PAINT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RAD RADIUS

RE REFER TO, REFERENCE

RO ROUGH OWNING

ROW RIGHT OF WAY

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

PLAN NORTH

ABA SOUTH

SCH SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

STD STANDARD

STRUC STRUCTURE / STRUCTURAL

TELECOM TELECOMMUNICATIONS

T.O. TOP OF

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

VOC VOLITILE ORGANIC COMPOUND

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WT WEIGHT

YD YARD

YR YEAR

BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE VA

COR OF DISCREPANCIES BEFORE PROCEEDING WITH WORK.

FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ORDERING OR

INSTALLING MATERIALS OR EQUIPMENT.

DAMAGED AREAS CAUSED DURING CONSTRUCTION SHALL BE REPAIRED OR

REPLACED AT THE CONTRACTOR'S EXPENSE. REPAIRS SHALL MATCH EXISTING

CONSTRUCTION MATERIALS AND FINISHES.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF

DEMOLITION AND/OR CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.

DISPOSAL MUST BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS. THE PROJECT SITE MUST BE KEPT CLEAN AND FREE FROM

WASTE MATERIALS.

THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE MATERIALS PRIOR TO

CONTRACTOR REMOVAL OR DEMOLITION.

PENETRATIONS THROUGH WALL CONSTRUCTION SHALL BE FULLY SEALED AT

ALL SIDES.

JOINTS AND WALL TERMINATIONS MUST BE SEALED. SCRIBE GYPSUM BOARD

AT THE TOP-OF-WALL TO MATCH IRREGULARITIES AND ROOF PROFILE ABOVE.

FULL HEIGHT NON-BEARING INTERIOR PARTITIONS MUST PROVIDE FOR 1-INCH

VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF

COMPRESSIVE LOADS TO THE WALL.

COORDINATE AND INSTALL FIRE-TREATED WOOD BLOCKING OR SHEET METAL

BACKING FOR ANCHORAGE OF WALL-MOUNTED ITEMS.

COORDINATE MECHANICAL ROOF AND WALL DUCT PENETRATIONS WITH

MECHANICAL SUB-CONTRACTOR.

THE UNDERCUT ON FIRE-RESISTIVE DOORS MUST NOT EXCEED 3/4 INCH.

SMOKE SEALS MUST BE INSTALLED ON THE DOOR FRAME AT BOTH JAMBS AND

HEAD.

GYPSUM BOARD PARTITIONS MUST EXTEND A MINIMUM OF 6 INCHES ABOVE

FINISHED CEILING PLANE UNLESS NOTED OTHERWISE.

NO WORK SHALL BE COVERED OR CONCEALED UNTIL IT HAS BEEN INSPECTED,

TESTED, AND/OR APPROVED BY THE AUTHORITIES HAVING JURISDICTION.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

A

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

:5 9:

P

M

GI002

GENERAL NOTES, ABBREVIATIONS

SEPTEMBER, 2022 MM RJFREVISIONS DATE

UP

1. REMOVE EXISTING WINDOWS AND PREPARE OPENINGS TO

RECEIVE REPLACEMENT WINDOWS.

2. SAWCUT EXISTING CONCRETE FLOOR SLAB AND PREPARE

FOR NEW 2'-0" SQUARE FOOTINGS AND 3" ADJUSTABLE

PIPE COLUMNS.

3. EXISTING WOOD FLOOR GIRDER (ABOVE).

4. EXISTING BRICK COLUMN.

5. REMOVE EXISTNG BRICK COLUMN.

6. HATCHED AREA REPRESENTS LOCATION OF 3" DEEP PIT

FLOOR SLAB REMOVAL. (58" X 66 1/2").

7. EXISTING CMU WALL.

8. EXISTING FOUNDATION WALL.

9. REMOVE EXISTING DOOR, DOOR FRAME, AND ASSOCIATED

DOOR HARDWARE.

10. REMOVE EXISTING STAIR RAILING.

11. EXISTING COAL CHUTE STAIRS.

12. REMOVE EXISTING WOOD FLOOR GIRDER (ABOVE) AND

PREPARE FOR NEW W8x18 BEAM.

KEY NOTES - BASEMENT PLAN DEMOLITION#

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. PROTECT ALL EXISTING WALLS AND STRUCTURE TO REMAIN

FROM DEMOLITION ACTIVITIES.

3. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

4. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

6. COORDINATE REMOVAL AND/OR RELOCATION OF FIXTURES

EQUIPMENT AND OTHER APPURTENANCES WITH COR.

7. GOVERNMENT WILL BE RESPONSIBLE FOR REMOVING ALL

STORED ITEMS AND EQUIPMENT PRIOR TO COMMENCEMENT OF

WORK.

8. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

9. REMOVE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT

AND DEVICES PER DISCIPLINE DEMO SHEETS.

10. REMOVE EXISTING DOORS, FRAMES AND RELATED HARDWARE

IN ITS ENTIRETY.

11. REPAIR ALL WINDOWS, IF POSSIBLE. IF REPAIR IS NOT A

FEASIBLE OPTION, REPLACEMENT WINDOWS SHOULD MATCH

THE HISTORIC WINDOWS IN LAYOUT, OPERABILITY, AND

MATERIALS. ENSURE ALL OPENINGS ARE PROTECTED FROM

WEATHER AND VANDALISM UNTIL NEW WINDOWS ARE

INSTALLED.

12. REMOVE PLASTER AND/OR GYPSUM PARTITIONS. REMOVAL OF

SUCH PARTITIONS REQUIRES THAT ITEMS SUCH AS CONDUIT,

OUTLETS, RAILING, WALL BASES, PIPING, ETC. ARE TO BE

REMOVED AND REROUTED. REFER TO MEP DRAWINGS FOR

ADDITIONAL INFORMATION. COORDINATE WITH NEW

CONSTRUCTION.

13. EXISTING COAL CHUTE STAIRS MUST BE EVALUATED FOR

EGRESS CODE COMPLIANCE.

14. TRIM VEGETATION AWAY FROM FOUNDATION; TRIM TREES

LOCATED AT NORTH CORNER OF BUILDING AWAY FROM ROOF.

TRIM AND PRUNE OTHER TREES AND VEGETATION TO MAINTAIN

3'-0" DISTANCE FROM FROM THE BUILDING.

SHEET NOTES - FLOOR PLAN DEMOLITION

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:4

PM

AD100

BASEMENT FLOOR PLAN -

DEMOLITION

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 BASEMENT FLOOR PLAN - DEMOLITION

4' 8'0 2'

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

DN

7' -5

55 5

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. PROTECT ALL EXISTING WALLS AND STRUCTURE TO REMAIN

FROM DEMOLITION ACTIVITIES.

3. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

4. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

6. COORDINATE REMOVAL AND/OR RELOCATION OF FIXTURES

EQUIPMENT AND OTHER APPURTENANCES WITH COR.

7. GOVERNMENT WILL BE RESPONSIBLE FOR REMOVING ALL

STORED ITEMS AND EQUIPMENT PRIOR TO COMMENCEMENT OF

WORK.

8. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

9. REMOVE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT

AND DEVICES PER DISCIPLINE DEMO SHEETS.

10. REMOVE EXISTING DOORS, FRAMES AND RELATED HARDWARE

IN ITS ENTIRETY.

11. REPAIR ALL WINDOWS, IF POSSIBLE. IF REPAIR IS NOT A

FEASIBLE OPTION, REPLACEMENT WINDOWS SHOULD MATCH

THE HISTORIC WINDOWS IN LAYOUT, OPERABILITY, AND

MATERIALS. ENSURE ALL OPENINGS ARE PROTECTED FROM

WEATHER AND VANDALISM UNTIL NEW WINDOWS ARE

INSTALLED.

12. REMOVE PLASTER AND/OR GYPSUM PARTITIONS. REMOVAL OF

SUCH PARTITIONS REQUIRES THAT ITEMS SUCH AS CONDUIT,

OUTLETS, RAILING, WALL BASES, PIPING, ETC. ARE TO BE

REMOVED AND REROUTED. REFER TO MEP DRAWINGS FOR

ADDITIONAL INFORMATION. COORDINATE WITH NEW

CONSTRUCTION.

13. EXISTING COAL CHUTE STAIRS MUST BE EVALUATED FOR

EGRESS CODE COMPLIANCE.

14. TRIM VEGETATION AWAY FROM FOUNDATION; TRIM TREES

LOCATED AT NORTH CORNER OF BUILDING AWAY FROM ROOF.

TRIM AND PRUNE OTHER TREES AND VEGETATION TO MAINTAIN

3'-0" DISTANCE FROM FROM THE BUILDING.

SHEET NOTES - FLOOR PLAN DEMOLITION

1. REMOVE EXISTING WINDOWS AND PREPARE OPENINGS TO

RECEIVE REPLACEMENT WINDOWS.

2. REMOVE INTERIOR PARTITIONS AND DOORS.

3. REMOVE PLUMBING FIXTURES, ACCESSORIES, PIPING AND

WALL AND FLOOR FINISHES.

4. REMOVE EXISTING DOOR AND FRAME.

5. REMOVE SOFT FLOOR BOARDS.

6. HATCHED AREA INDICATES 246 SF OF EXISTING FIRST

FLOOR FRAMING, SUB-FRAMING AND FLOOR FINISH TO BE

REMOVED.

7. RETENTION OF EXISTING PEDIMENTED ENTRY ASSEMBLY.

8. REMOVE EXISTING VESTIBULE WALL, WINDOWS, AND

DOOR AND DOOR FRAME.

KEY NOTES - FLOOR PLAN DEMOLITION#

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:4

PM

AD101

FIRST FLOOR PLAN - DEMOLITION

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 EXISTING FIRST FLOOR PLAN

4' 8'0 2'

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

SHEET NOTES - FLOOR PLAN

1. SINGLE HUNG, ALUMINUM CLAD WOOD WINDOW WITH

INSULATED DIVIDED, CLEAR LOW-E GLAZING LITES AND

MUNTINS.

2. 3" ADJUSTABLE PIPE COLUMNS WITH 2'-0" SQUARE

FOOTINGS.

3. 5/8" GYPSUM BOARD BOTH SIDES OVER 2X4 WOOD STUD

WALL AT 16" O.C. MAX.

4. 5/8" GYPSUM BOARD OVER 2X4 WOOD STUD FURRING AT

16" O.C. MAX. WITH 3 SPRAYFOAM INSULATION.

5. 5/8" GYPSUM BOARD OVER 2X4 WOOD STUD FURRING AT

16" O.C. MAX. WITH 1/2" AIRSPACE OVER EXISTING CMU

WALL

KEY NOTES - BASEMENT PLAN#

132 SF

CRAWLSPACE

BA

63 SF

RESTROOM

BD

24 SF

LIFT

BB

84 SF

STAIR

BC

35 SF

HAC

BF

29 SF

FIRE PUMP

BG

138 SF

CIRCULATION

BE

64 SF

BREAKROOM

BP

46 SF

COPY

BO

156 SF

MECHANICAL

BL

270 SF

TRAINING

BR

56 SF

HALL

BQ

137 SF

TELECOM

BN

30 SF

STORAGE

BJ

30 SF

ELECTRICAL

BK

209 SF

TRAINING

BT

180 SF

CORRIDOR

BH

15 SF

MECH. SHAFT

BM

ACCESS

PANEL

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE100

BASEMENT FLOOR PLAN

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 BASEMENT FLOOR PLAN

35 SF

HAC

BF

29 SF

FIRE PUMP

BG

138 SF

CIRCULATION

BE

209 SF

TRAINING

BT

270 SF

TRAINING

BR

56 SF

HALL

BQ 180 SF

CORRIDOR

BH

137 SF

TELECOM

BN

30 SF

STORAGE

BJ

30 SF

ELECTRICAL

BK

156 SF

MECHANICAL

BL

15 SF

MECH. SHAFT

BM

64 SF

BREAKROOM

BP

46 SF

COPY

BO

132 SF

CRAWLSPACE

BA

63 SF

RESTROOM

BD

24 SF

LIFT

BB

84 SF

STAIR

BC

BASEMENT FLOOR AREA

2,241 GSF

DEPARTMENT LEGEND

CIRCULATION

SUPPORT

TRAINING & ADMIN

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE100A

BASEMENT FLOOR PLAN - AREAS

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 BASEMENT FLOOR PLAN - AREAS

ROOM AREAS - BASEMENT

NUMBER ROOM L X W

AREA

(NET) DEPARTMENT

BA CRAWLSPACE 15'-0" 10'-0" 132 SF SUPPORT

BB LIFT 5'-2" 4'-11" 24 SF CIRCULATION

BC STAIR 8'-5" 12'-5" 84 SF CIRCULATION

BD RESTROOM 8'-11" 7'-3" 63 SF SUPPORT

BE CIRCULATION 15'-8" 9'-0" 138 SF CIRCULATION

BF HAC 8'-11" 3'-10" 35 SF SUPPORT

BG FIRE PUMP 8'-0" 3'-8" 29 SF SUPPORT

BH CORRIDOR 33'-4" 3'-6" 180 SF CIRCULATION

BJ STORAGE 4'-11" 6'-1" 30 SF SUPPORT

BK ELECTRICAL 4'-11" 6'-1" 30 SF SUPPORT

BL MECHANICAL 16'-2" 12'-5" 156 SF SUPPORT

BM MECH. SHAFT 4'-11" 3'-2" 15 SF SUPPORT

BN TELECOM 9'-0" 15'-4" 137 SF SUPPORT

BO COPY 5'-11" 8'-2" 46 SF SUPPORT

BP BREAKROOM 11'-1" 8'-2" 64 SF SUPPORT

BQ HALL 5'-0" 11'-2" 56 SF CIRCULATION

BR TRAINING 24'-5" 11'-2" 270 SF SUPPORT

BT TRAINING 19'-1" 11'-2" 209 SF SUPPORT

REF.

DN

AE202

AE201

AE202

AE201

AE301

AE301

127 SF

OPEN AREA

A

63 SF

WOMEN

E

61 SF

MEN

F

99 SF

BREAKROOM

D

300 SF

TRAINING

J

605 SF

TRAINING

M

110 SF

WAITING

L

164 SF

CONFERENCE

K

1'-6"

3' -8

91 SF

STAIR

C

262 SF

HALL

H

23 SF

LIFT

B

1'-6"

5'

-0

5'-0"

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

SHEET NOTES - FLOOR PLAN

1. SINGLE HUNG, ALUMINUM WOOD CLAD WINDOW WITH

INSULATED CLEAR LOW-E GLAZING AND SIMULATED

DIVIDED LITES TO MATCH EXISTING MUNTIN PATTERN.

2. 5/8" GYPSUM BOARD OVER 2X4 WOOD STUD FURRING AT

16" O.C. MAX. WITH 3 SPRAYFOAM INSULATION

3. SOLID CORE WOOD DOOR AND WOOD DOOR FRAME.

4. LVT FLOOR TILE ON 1/4" PLYWOOD UNDERLAYMENT OVER

EXISTING WOOD FLOOR.

5. INSULATED STEEL DOOR WITH RAISED PANELS AND

WOOD DOOR FRAME.

6. INSULATED STEEL DOOR WITH 5 FLAT PANELS AND H.M.

DOOR FRAME.

7. ABA WHEELCHAIR ACCESS RAMP (1/20) WITH GUARDRAIL

AND HANDRAIL.

8. BASE CABINETS, COUNTER WITH 4" BACKSPLASH, AND

UPPER CABINETS.

9. STEEL RAILING AND GUARDRAIL AT BOTH SIDE OF STAIRS.

10. REPAIR EXISTING TRANSOM.

11. COUNTER.

12. WALL HUNG LAV. SEE PLUMBING DWGS.

13.. REPAIR EXISTING PEDIMENTED ENTRY INCLUDING

SANDING, PREPAINTING, AND REFINISHEDING.

KEY NOTES - FLOOR PLAN DEMOLITION#

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE101

FIRST FLOOR PLAN

SEPTEMBER, 2022 MM RJF

4' 8'0 2'

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

1/4" = 1'-0"1 FIRST FLOOR PLAN

127 SF

OPEN AREA

A

99 SF

BREAKROOM

D

300 SF

TRAINING

J

164 SF

CONFERENCE

K

110 SF

WAITING

L

605 SF

TRAINING

M

63 SF

WOMEN

E

DEPARTMENT LEGEND

CIRCULATION

SUPPORT

TRAINING & ADMIN.

61 SF

MEN

F

1st FLOOR AREA

FIRST FLOOR 2,195 GSF

262 SF

HALL

H

91 SF

STAIR

C

23 SF

LIFT

B

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE101A

FIRST FLOOR PLAN - AREAS

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 FIRST FLOOR PLAN - AREAS

4' 8'0 2'

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

ROOM AREAS - FIRST FLOOR

NUMBER ROOM L X W

AREA

(NET) DEPARTMENT

A OPEN AREA 15'-0" 10'-0" 127 SF SUPPORT

B LIFT 5'-8 4'-6 23 SF CIRCULATION

C STAIR 8'-5" 12'-5" 91 SF CIRCULATION

D BREAKROOM 8'-5" 11'-8" 99 SF SUPPORT

E WOMEN 9'-6" 5'-8" 63 SF SUPPORT

F MEN 4'-8" 7'-5" 61 SF SUPPORT

H HALL 6'-10" 39'-3" 262 SF CIRCULATION

J TRAINING 25'-6" 11'-10" 300 SF TRAINING & ADMIN.

K CONFERENCE 14'-4" 11'-6" 164 SF TRAINING & ADMIN.

L WAITING 10'-8" 11'-6" 110 SF TRAINING & ADMIN.

M TRAINING 25'-6" 23'-11" 605 SF TRAINING & ADMIN.

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

SHEET NOTES - FLOOR PLAN

1. REMOVE SHINGLE ROOFING AND UNDERLAYMENT AND

ASSOCIATED ROOF FLASHING.

2. REMOVE WOOD ROOF FASCIA AND ASSOCIATED TRIM.

3. REMOVE GUTTERS AND DOWNSPOUTS

KEY NOTES - ROOF PLAN DEMOLITION#

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE103

ROOF PLAN - DEMOLITION

SEPTEMBER, 2022 MM RJF

4' 8'0 2'

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

1/4" = 1'-0"1 ROOF PLAN - DEMOLITION

AE202

AE201

AE202

AE201

AE301

AE301

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

SHEET NOTES - FLOOR PLAN

1. ASPHALT SHINGLES OVER 30# FELT (BASE BID). PROVIDE

COMPOSITE SLATE SHINGLES UNDER BID OPTION #1

2. RIDGE CAP.

3. PREFINISHED ALUMINUM GUTTERS.

4. WOOD ROOF FASCIA.

KEY NOTES - ROOF PLAN#

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

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE104

ROOF PLAN

SEPTEMBER, 2022 MM RJF

4' 8'0 2'

AE301

AE301

MECHANICAL

BL

MECH. SHAFT

BM

TELECOM

BN

ELECTRICAL

BK

STORAGE

BJ

BREAKROOM

BP

COPY

BO

HALL

BQ

TRAINING

BT

TRAINING

BR

CORRIDOR

BH

CIRCULATION

BE

FIRE PUMP

BG

HAC

BF

RESTROOM

BD

CRAWLSPACE

BA

STAIR

BC

EXP

TELECOM

BN

1. GRID CEILINGS SHALL BE INSTALLED AS HIGH AS PRACTICAL

GIVEN CLEARANCES REQUIRED FOR DUCTWORK, SPRINKLER

PIPING AND LIGHT FIXTURES.

2. GYPSUM BOARD CEILINGS IN RESTROOM AREAS ARE

INSTALLED AT 8'-0" A.F.F

3. CONTRACTOR TO CENTER ALL CEILING GRIDS WITHIN THE

ROOM, UNLESS OTHERWISE INDICATED ON PLAN.

4. ANY MECHANICAL DEVICES ARE SHOWN FOR INFORMATION

ONLY, REFER TO MECHANICAL SHEETS FOR SPECIFICATIONS

AND FUTHER DETAILS.

5. REFER TO SHEET AG311 FOR CEILING DETAILS.

SHEET NOTES - REFLECTED CEILING PLAN

LEGEND - REFLECTED CEILING PLAN

SURFACE MOUNT

LED FIXTURE

DOWNLIGHT,

RECESSED

WALL SCONCE

EXIT LIGHT

SUSPENDED

ACOUSTICAL TILE

CEILING IN 24" X 24"

PATTERN.

GENERALLY CENTER

GRID ON ROOM.

GYPSUM BOARD

CEILING

2X2 LED RECESSED

TROFFER

AIR DIFFUSER, REFER TO

MECHANICAL DWGS

AIR RETURN, REFER TO

MECHANICAL DWGS

WALL SCONCE

2 x 4 FURRING

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE110

BASEMENT - REFLECTED CEILING

PLAN

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 BASEMENT REFLECTED CEILING PLAN

AE301

AE301

TRAINING

M

HALL

H

HALL

H

WAITING

L

CONFERENCE

K

TRAINING

J

MEN

F

WOMEN

E

BREAKROOM

D

LIFT

B

OPEN AREA

A

STAIR

C

1. GRID CEILINGS SHALL BE INSTALLED AS HIGH AS PRACTICAL

GIVEN CLEARANCES REQUIRED FOR DUCTWORK, SPRINKLER

PIPING AND LIGHT FIXTURES.

2. GYPSUM BOARD CEILINGS IN RESTROOM AREAS ARE

INSTALLED AT 8'-0" A.F.F

3. CONTRACTOR TO CENTER ALL CEILING GRIDS WITHIN THE

ROOM, UNLESS OTHERWISE INDICATED ON PLAN.

4. ANY MECHANICAL DEVICES ARE SHOWN FOR INFORMATION

ONLY, REFER TO MECHANICAL SHEETS FOR SPECIFICATIONS

AND FUTHER DETAILS.

5. REFER TO SHEET AG311 FOR CEILING DETAILS.

SHEET NOTES - REFLECTED CEILING PLAN

LEGEND - REFLECTED CEILING PLAN

SURFACE MOUNT

LED FIXTURE

DOWNLIGHT,

RECESSED

WALL SCONCE

EXIT LIGHT

SUSPENDED

ACOUSTICAL TILE

CEILING IN 24" X 24"

PATTERN.

GENERALLY CENTER

GRID ON ROOM.

GYPSUM BOARD

CEILING

2X2 LED RECESSED

TROFFER

AIR DIFFUSER, REFER TO

MECHANICAL DWGS

AIR RETURN, REFER TO

MECHANICAL DWGS

WALL SCONCE

2 x 4 FURRING

1/4" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:5

PM

AE111

FIRST FLOOR REFLECTED CEILING

PLAN

SEPTEMBER, 2022 MM RJF

4' 8'0 2'

01_LEVEL_FF

100' - 0"

02_TRUSS BRG.

111' - 1"

03_LEVEL_ROOF

122' - 0"

01_LEVEL_FF

100' - 0"

02_TRUSS BRG.

111' - 1"

03_LEVEL_ROOF

122' - 0"

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. IF REPAIR OF ANY ITEM IS NOT FEASIBLE, REPLACEMENT OF

THAT MATERIAL MUST BE REPLACED IN-KIND.

9. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

10. REPOINTING OF MORTAR JOINTS MUST FOLLOW

"PRESENTATION BRIEF #2: REPOINTING MORTAR JOINTS IN

HISTORIC MASONRY BUILDINGS".

11. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

12. REPAIR WOOD COMPONENTS BY SANDING, REPAINTING, AND

REFINISHING.

13. BY APPLYING THE GENTLEST CLEANING METHOD FOR THESE

AREAS

SHEET NOTES - EXTERIOR ELEVATIONS

1. ASPHALT SHINGLES OVER 30# FELT (BASE BID). PROVIDE

COMPOSITE SLATE SHINGLES UNDER BID OPTION #1.

2. RIDGE CAP.

3. REPAIR ALL EXISTING STONE WINDOW SILLS.

4. REPAIR ALL SEGMENTAL BRICK ARCHED LINTELS.

5. REPAIR PLINTHED STONE FOUNDATION WALLS INCLUDING

REPOINTING MORTAR JOINTS.

6. REPAIR MASONRY WALLS INCLUDING REPOINTING

MORTAR JOINTS IN BOTH MASONRY SURFACES.

7. REPAIR WINDOW AND WINDOW FRAMES.

8. REPAIR EXISTING PEDIMENTED NEO-CLASSICAL ENTRY

ASSEMBLY INCLUDING SANDING, REPAINTING, AND

REFINISHING.

9. REPAIR SOFFITS, FASCIA, AND BUILDING MOLDING.

10. REPAIR GABLE END EAVE RETURN.

11. REPLACE ALL GUTTERS WITH PREFINISHED 6" OG METAL

GUTTERS.

12. REPLACE ALL DOWNSPOUTS WITH PREFINISHED METAL

DOWNSPOUTS.

13. REPAIR AND CLEAN PRESSED TIN PANELS.

14. INSULATED STEEL DOOR WITH RAISED PANELS AND

WOOD DOOR FRAME.

15. REPAIR CONCRETE STAIR.

16. STEEL GUARDRAIL AND HANDRAIL SYSTEM - PAINT

17. STEEL HANDRAIL - PAINT.

18. 5-PANEL SOLID CORE EXTERIOR WOOD DOOR AND WOOD

FRAME WITH EGRESS DOOR HARDWARE - PAINT.

19. REPAIR STONE WINDOW HEAD,

KEY NOTES - EXTERIOR ELEVATION#

4' 8'0 2'

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

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:0

PM

AE201

NORTH AND SOUTH ELEVATIONS

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION

02_TRUSS BRG.

111' - 1"

03_LEVEL_ROOF

122' - 0"

01_LEVEL_FF

100' - 0"

02_TRUSS BRG.

111' - 1"

03_LEVEL_ROOF

122' - 0"

1. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

2. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS BOTH ON PLAN AND IN THE FIELD

PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY ADJUSTMENTS AND/OR CORRECTIONS.

3. DIMENSIONS SHALL BE FIELD VERIFIED AND TAKE PRECEDENCE

OVER DRAWING DIMENSIONS. DO NOT SCALE FROM

DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING

ALL NOTED CONFLICTS AND DISCREPANCIES, REPORTING SUCH

CONFLICTS AND DISCREPANCIES TO THE COR, AND PROVIDE A

RECOMMENDED RESOLUTION TO THE COR FOR

CONCURRENCE, PRIOR TO AND DURING CONSTRUCTION.

5. IT IS ASSUMED THAT THERE ARE NOT ASBESTOS CONTAINING

MATERIALS (ACM) REMAINING WITHIN THE PROJECT AREA. IF

SUSPECT MATERIAL IS FOUND, DO NOT DISTURB AND

IMMEDIATELY REPORT TO COR.

6. INSPECT ALL ROOF AND FLOOR FRAMING ELEMENTS FOR

DAMAGE, ROT, OR OTHER CHARACTERISTICS THAT COULD BE

DELETRIOUS TO MATERIAL STRENGTH. REPLACE AS NEEDED

OR AS DIRECTED BY COR

7. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

8. IF REPAIR OF ANY ITEM IS NOT FEASIBLE, REPLACEMENT OF

THAT MATERIAL MUST BE REPLACED IN-KIND.

9. REPLACE ALL WINDOWS WITH INSULATED ENERGY EFFICIENT,

SIMULATED DIVIDED LITES WITHOUT IMPACTING THE EXTERIOR

PROFILE.

10. REPOINTING OF MORTAR JOINTS MUST FOLLOW

"PRESENTATION BRIEF #2: REPOINTING MORTAR JOINTS IN

HISTORIC MASONRY BUILDINGS".

11. ALL EXISTING STAIRS AND RAILING SHALL BE REVIEWED FOR

CODE COMPLIANCE.

12. REPAIR WOOD COMPONENTS BY SANDING, REPAINTING, AND

REFINISHING.

13. BY APPLYING THE GENTLEST CLEANING METHOD FOR THESE

AREAS

SHEET NOTES - EXTERIOR ELEVATIONS

1. ASPHALT SHINGLES OVER 30# FELT (BASE BID). PROVIDE

COMPOSITE SLATE SHINGLES UNDER BID OPTION #1.

2. RIDGE CAP.

3. REPAIR ALL EXISTING STONE WINDOW SILLS.

4. REPAIR ALL SEGMENTAL BRICK ARCHED LINTELS.

5. REPAIR PLINTHED STONE FOUNDATION WALLS INCLUDING

REPOINTING MORTAR JOINTS.

6. REPAIR MASONRY WALLS INCLUDING REPOINTING

MORTAR JOINTS IN BOTH MASONRY SURFACES.

7. REPAIR WINDOW AND WINDOW FRAMES.

8. REPAIR EXISTING PEDIMENTED NEO-CLASSICAL ENTRY

ASSEMBLY INCLUDING SANDING, REPAINTING, AND

REFINISHING.

9. REPAIR SOFFITS, FASCIA, AND BUILDING MOLDING.

10. REPAIR GABLE END EAVE RETURN.

11. REPLACE ALL GUTTERS WITH PREFINISHED 6" OG METAL

GUTTERS.

12. REPLACE ALL DOWNSPOUTS WITH PREFINISHED METAL

DOWNSPOUTS.

13. REPAIR AND CLEAN PRESSED TIN PANELS.

14. INSULATED STEEL DOOR WITH RAISED PANELS AND

WOOD DOOR FRAME.

15. REPAIR CONCRETE STAIR.

16. STEEL GUARDRAIL AND HANDRAIL SYSTEM - PAINT

17. STEEL HANDRAIL - PAINT.

18. 5-PANEL SOLID CORE EXTERIOR WOOD DOOR AND WOOD

FRAME WITH EGRESS DOOR HARDWARE - PAINT.

19. REPAIR STONE WINDOW HEAD,

KEY NOTES - EXTERIOR ELEVATION#

4' 8'0 2'

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

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:0

PM

AE202

EAST AND WEST ELEVATIONS

SEPTEMBER, 2022 MM RJF

1/4" = 1'-0"1 WEST ELEVATION

1/4" = 1'-0"2 EAST ELEVATION

02_TRUSS BRG.

111' - 1"

00_BASEMENT

90' - 11 1/4"

03_LEVEL_ROOF

122' - 0"

ELASTOMERIC COATING OVER

EXISTING RUBBLE FOUNDATION

EXISTING WOOD ROOF FRAMING

R‐21 SPRAY FOAM ROOF INSULATION

COMPOSITE SHINGLE ROOFING OVER

SPECIFIED MOISTURE BARRIER

40 MIL ICE AND WATER SHIELD FOR

36" AT EAVE AND RAKE.

PREFINISHED 6" O.G.

METAL GUTTER

PVC FASCIA

BEAD BOARD SOFFIT

BED MOULDING

DOUBLE HUNG CLAD WOOD WINDOWS

EXISTING STONE SILL

EXISTING

EXTERIOR WALL

VERIFY

VERIFY

VERIFY

SUSPENDED

ACOUSTICAL

CEILING

DOOR AND

TRANSOM TO

MATCH EXISTING

EXISTING BRICK

COLUMN

EXISTING

WOOD FLOOR

JOIST

FLOOR FINISH AS

SCHEDULE OVER

EXIST 1X PLANK

FLOOR SHEATHING

5/8" GYPSUM BOARD

OVER 2 X 4 WOOD

FURRING AT 16" O.C.

WITH 3" SPRAY FOAM

WALL INSULATION

OVER AIR SPACE

EXISTING CONCRETE

FLOOR SLAB WITH 2"

MINIMUM GROUT

TOPPING

STEEL GUARDRAIL AND

HANDRAIL AT EXISTING

CONCRETE STAIR

RUBBER

BASE

SOLID

SURFACE

WINDOW

STOOL

2 X 4 WOOD STUD FURRING WITH

3" SPRAY FOAM WALL INSULATION

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:0

PM

AE301

BUILDING SECTION

SEPTEMBER, 2022 MM RJF

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

4' 8'0 2'

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

1:

:1

PM

AE801

RENDERING VIEWS

SEPTEMBER, 2022 MM RJF

NTS1 RENDERING VIEW 1

NTS2 RENDERING VIEW 2

NTS3 RENDERING VIEW 3

NTS4 RENDERING VIEW 4

SEPTEMBER 2022

SEPTEMBER 2022 RDL RDL

MECHANICAL ABBREVIATIONS

AD ACCESS DOOR

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFMD AIR FLOW MEASURING

DEVICE

AHU AIR−HANDLING UNIT

AMP AMPERAGE

AO ACCREDITING OFFICIAL

APD AIR PRESSURE DROP

ASHRAE AMERICAN SOCIETY OF

HEATING, REFRIGERATING

AND AIR-CONDITIONING

ENGINEERS

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

CD CEILING SUPPLY DIFFUSER

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CI CAST IRON

CR CEILING RETURN REGISTER

CTTA CERTIFIED TEMPEST

TECHNICAL AUTHORITY

CU CONDENSING UNIT

(D) DEMOLISH / DEMOLITION

Db DRY−BULB TEMP

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DIA DIAMETER

DP DEW POINT TEMPERATURE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE

SENSOR

DSD DUCT SMOKE DETECTOR

DX DIRECT EXPANSION

(E) EXISTING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMP

F FAHRENHEIT

FD FIRE DAMPER

FLA FULL−LOAD−AMPERAGE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSD COMBINATION FIRE−SMOKE

DAMPER

FT FEET

FT−LB FOOT−POUND

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GPM GALLONS PER MINUTE

HHC HOT WATER HEATING COIL

HZ HERTZ

I/O INPUT / OUTPUT

IN INCHES

IN WC INCHES OF WATER COLUMN

IN−LB INCH POUND

IU INDOOR UNIT (SPLIT SYSTEM)

LAT LEAVING AIR TEMP

LBS POUNDS

LF LINEAR FOOT (FEET)

LRA LOCKED ROTOR AMPS

LWT LEAVING WATER TEMP

MAT MIXED AIR TEMP

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MERV MINIMUM EFFICIENCY

REPORTING VALUE

MIN MINIMUM

MOP MAXIMUM OVERCURRENT

PROTECTION

MTD MEAN TEMP. DIFFERENCE

MZ MULTI−ZONE

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OD OUTSIDE DIAMETER

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PG PRESSURE GAGE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH−

ABSOLUTE

PSIG POUNDS PER SQUARE INCH−

GAGE

RA RETURN AIR

RAT RETURN AIR TEMP

RF RADIO FREQUENCY

RH RELATIVE HUMIDITY

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMP

SDPR SMOKE DAMPER

SEER SEASONAL ENERGY EFFICIENCY

RATIO

SI SQUARE INCHES

SQ FT SQUARE FOOT (FEET)

STC SOUND TRANSMISSION CLASS

TAB TESTING, ADJUSTING, BALANCE

TSP TOTAL STATIC PRESSURE

TSTAT TEHERMOSTAT

TU TERMINAL UNIT

UL UNDERWRITERS LABORATORY

V VALVE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

Wb WET−BULB TEMP

WPD WATER SIDE PRESSURE DROP

YR YEAR

WYE STRAINER (WITH BALL VALVE &

HOSECONNECTION)

THREE−WAY MODULATING

CONTROL VALVE

PRESSURE REDUCING

VALVE (PRV)

TYPICAL UNIT NO.

SUPPLY FAN NO. 3

EQUIPMENT ABBREVIATION

ITEM NUMBER (TERMINAL UNIT NO. 1)

ITEM (TERMINAL UNIT SHOWN)

CHECK VALVE

ANGLE GLOBE VALVE

MODULATING CONTROL VALVE

FLEXIBLE CONNECTION

WATER BALANCE DEVICE

MECHANICAL PIPING VALVE SYMBOLS

DUCTWORK SYMBOLS

MECHANICAL PIPING SYMBOLS

SF−3

VAV−XA,B,C

DISCONNECT / LIMIT OF DEMOLITION

POINT OF CONNECTION (BETWEEN

EXISTING AND NEW)

DIRECTION OF FLOW

PIPE UP

PIPE DOWN

THERMOMETER

PRESSURE GAGE

TEST PLUG (PRESSURE/

TEMPERATURE)

MANUAL AIR VENT

SUPPLY DUCT

EXHAUST DUCT

RETURN DUCT

T

SQUARE 4−WAY

CEILING DIFFUSER

EXHAUST OR RETURN

CEILING REGISTER/GRILLE

VANED ELBOW (PROVIDE ALL

ROUND ELBOWS WITH VANES

EVEN IF SYMBOL IS MISSING)

NEW DUCT (INSIDE

DIMENSIONS:

WIDTH X DEPTH)

FLEXIBLE DUCT W/

INSULATION

10x8

ROOM THERMOSTAT

VANED ELBOW (PROVIDE ALL

SQUARE ELBOWS WITH VANES

EVEN IF SYMBOL IS MISSING)

ROOF EXHAUST FAN

DRAWING SYMBOLS GENERAL NOTES

1. ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES

SHALL BE CONCEALED ABOVE THE HARD SUSPENDED

CEILING.

2. THE FIRST FIGURE OF DUCT SIZE INDICATES DIMENSION

OF DUCT FACE WIDTH SHOWN OR INDICATED AND THE

SECOND FIGURE OF DUCT SIZE INDICATES HEIGHT. DUCT

SIZES ARE NET INSIDE DIMENSIONS.

3. PROVIDE ACCESS DOORS IN DUCTWORK WHERE

REQUIRED FOR ACCESS TO SYSTEM COMPONENTS

INCLUDING THE FOLLOWING: DAMPER MOTORS, AND/OR

MOTOR OPERATED DAMPERS, FIRE DAMPERS, SMOKE

DAMPERS AND SECURITY DUCT BARS.

4. DIFFUSER, REGISTER AND GRILLE SIZES SHOWN ON

FLOOR PLANS ARE NECK SIZES.

5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR EXACT LOCATIONS OF CEILING DIFFUSERS,

REGISTERS AND GRILLES.

6. HANGERS SHALL BE ISOLATED BY TYPES OF ITEMS THEY

SUPPORT. DUCTS INDEPENDENT FROM PIPES, CABLE

TRAYS, ETC.

7. REFERENCE FIRE PROTECTION SHEETS FOR ALL FIRE

RATED DETAILS.

8. MINIMUM SERVICE CLEARANCES NOTED ON SHEET AS

S.C. MIN. X’−X".

9. ALL DUCTWORK TO BE INSULATED. INTERIOR DUCTWORK

REQUIRES MIN. R−6 INSULATION. REFERENCE

SPECIFICATION # 23 07 00 FOR DETAILS.

10. COORDINATE WORK WITH OTHER TRADES. PROVIDE

OFFSETS AS REQUIRED AT NO ADDITIONAL COST TO

AVOID OBSTRUCTIONS. PROVIDE ALL WALL

PENETRATIONS AS DETAILED BY STRUCTURAL SHEETS.

SEAL ALL FLOOR PENETRATIONS.

11. PROVIDE ALL FITTINGS, ADAPTERS, FASTENERS, AND

MISCELLANEOUS COMPONENTS REQUIRED FOR A

COMPLETE, FUNCTIONAL SYSTEM.

12. PROVIDE ALL GAUGES, SENSORS, AND TRANSDUCERS

REQUIRED FOR PRESSURE AND FLOW MEASUREMENT.

PROVIDE POWER SUPPLIES, WIRING (INCLUDING LOW

VOLTAGE CONTROL WIRING), AND CONDUIT OR

RACEWAY AS REQUIRED. PROVIDE VALID CALIBRATION

CERTIFICATES OR FIELD CALIBRATE ALL DEVICES.

13. PROVIDE ALL SQUARE DUCT ELBOWS WITH TURNING

VANES.

14. MARK ALL PIPES AND DUCTS WITH FLOW ARROWS AND

NOMINAL PIPE/DUCT SIZE, ON THE EXTERIOR FACE OF

ANY INSULATION, IN A CLEARLY VISIBLE COLOR AND

SIZE. MARKINGS ARE REQUIRED AT/NEAR ANY CHANGE

IN FLOWRATE, DIRECTION, OR PIPE/DUCT AREA.

15. RED−LINE ANY INSTALLATION DEVIATIONS FROM PLANS

DURING CONSTRUCTION. PROVIDE RED−LINED

DRAWINGS TO COR ALONG WITH WRITTEN SUMMARY OF

CHANGES PRIOR TO CONTRACT CLOSE−OUT.

16. INSTALL ALL PIPING AND DUCTWORK WITHOUT FORCING,

BENDING, OR SPRINGING.

17. ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED.

PROVIDE AUTOMATIC OR MANUAL VENTS AT HIGH

POINTS FOR HEATING WATER PIPING.

18. PROVIDE DRAINS AT LOW POINTS FOR HEATING WATER

PIPING AND DOMESTIC WATER PIPING TO ALLOW

DRAINING OF PIPING SECTIONS.

19. CONTRACTOR TO PROVIDE TO THE COR BEFORE

INSTALLATION OF ANY ITEMS ABOVE THE SUSPENDED

CEILING LINE, A GRAPHIC MEASURED DRAWING

CONFIRMING THAT AES’S CODE COMPLIANT

CLEARANCES WILL/CAN BE MET WITHOUT EXCEPTIONS.

GRAPHIC TO ANNOTATE WORST CASE OF DUCT SIZES,

SUSPENDED CEILING CLEARANCES, IT TRAYS, HVAC

CEILING UNITS, ETC.

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

:5 4:

P

M

MI001

MECHANICAL INFORMATION,

GENERAL NOTES, ABBREVIATIONS,

SYMBOLS, LEGENDS

SEPTEMBER, 2022 MMM TJHREVISIONS DATE

TRAINING

BT

TELECOM

BN

STORAGE

BJ ELECTRICAL

BK

CORRIDOR

BH

COPY

BO

HALL

BQ

TRAINING

BR

BREAKROOM

BP

MECH. SHAFT

BM

MECHANICAL

BL

CIRCULATION

BE

LIFT

BB

CRAWLSPACE

BA

RESTROOM

BD

HAC

BF

FIRE PUMP

BG

STAIR

BC

VAV-BE

VAV-BT

VAV-BH

VAV-BN

VAV-BP

VAV-BR

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

43-DOAS-1

L-1

EF-BD

EF-BF

6"ø EA

6" ø

EA

6"x6" SA 8"x6" SA 8"x6" SA

6" x4

" S A

6"x6" SA 4"x4" SA

6"x6" SA

"x

6" S

A 4" x4

" S A

6 " x6

" S A

6"x6" SA 8"x6" SA 8"x6" SA

24"x24" SA 20"x20"

SHEET NOTES:

1. PROVIDE A MINIMUM OF THREE TIMES THE FAN

DIAMEER OF STRAIGHT DUCTWORK OFF THE

SUPPLY AIR DISCHAGES BEFORE ANY TAKE-

OFFS OF ELBOWS.

2. PROVIDE ACCESS DOORS IN DUCTWORK

3. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE

NET FREE INERIOR, INCLUDING LINING OR

INSULATION

4. PROVIDE ACCESS HATCHES IN HARD CEILING

FOR ALL EQUIPMENT AS REQUIRED TO

ACCESS FOR MAINTENANCE. SEE

ARCHITECTURAL FOR LOCATION AND SIZE.

KEY NOTES:

1. PROVIDE RESTROOM EXHAUST FAN,

INTERLOCK TO ROOM OCCUPANCY CENTER

AND EXHAUST THROUGH COMMON

DUCTWORK.

2. PROVIDE VAV WITH ELECTRIC REHEAT AT

APPROXIMATE LOCATION SHOWN.

3. PROVIDE DOAS AIR HANDLER AT LOCATION

SHOWN.

4. PROVIDE OUTSIDE AIR INTAKE LOUVER AT

APPROXIMATE LOCATION SHOWN.

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

EHRM TRANING & ADMIN.

SPACE SUPPORT

FT. HARRISON, MT

436-21-703

35% SUBMITTAL

DESIGN DEVELOPMENT

(DD-1) NOT FOR

CONSTRUCTION

JOSE L. RIVERA HERNANDEZ

jose.riverahernandez1@va.gov

9/

/2

:5 4:

P

M

MH100

BASEMENT MECHANICAL HVAC

DUCTWORK PLAN

SEPTEMBER, 2022 MMM TJHREVISIONS DATE

1/4" = 1'-0"1

BASEMENT MECHANICAL HVAC

DUCTWORK PLAN

M

TRAINING

J

TRAINING

H

HALL

L

WAITING

K

CONFERENCE

D

BREAKROOM

F

MEN

E

WOMEN

C

STAIR

B

LIFT

A

OPEN AREA

VAV-M VAV-H

VAV-L

VAV-J

VAV-K

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

100 CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

CD-1

EF-E

EF-F

6" ø

EA

6"ø EA

6"ø SA

8" ø

SA

6"ø SA

6"ø SA 8"ø SA 10"ø SA

6"ø SA 8"ø SA 10"ø SA

"ø

S A

"ø

S A

20"x20" SA

8"ø SA 8"ø SA

6"ø SA8"ø SA10"ø SA

6"ø SA

SHEET NOTES:

1. PROVIDE A MINIMUM OF THREE TIMES THE FAN

DIAMEER OF STRAIGHT DUCTWORK OFF THE

SUPPLY AIR DISCHAGES BEFORE ANY TAKE-

OFFS OF ELBOWS.

2. PROVIDE ACCESS DOORS IN DUCTWORK

3. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE

NET FREE INERIOR, INCLUDING LINING OR

INSULATION

4. PROVIDE ACCESS HATCHES IN HARD CEILING

FOR ALL EQUIPMENT AS REQUIRED TO

ACCESS FOR MAINTENANCE. SEE

ARCHITECTURAL FOR LOCATION AND SIZE.

KEY NOTES:

1. PROVIDE RESTROOM EXHAUST FAN,

INTERLOCK TO ROOM OCCUPANCY CENTER

AND EXHAUST THROUGH COMMON

DUCTWORK.

2. PROVIDE VAV WITH ELECTRIC REHEAT AT

APPROXIMATE LOCATION SHOWN.

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FU…