Fort Bliss Gravesite Expansion BD Part 7.pdf

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND SEQUENCING WITH THE

OWNER. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THESE DOCUMENTS IS FOR

ARCHITECT - OWNER PLANNING PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR THE

DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG WITH ALL

ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE, SIDELIGHTS, WINDOWS,

MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO STRUCTURE ABOVE, UNLESS NOTED

OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO FLOOR SLAB AS

REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED FINISHES WITHIN AREA TO BE

REMODELED, UNLESS NOTED OTHERWISE. REMOVE CARPET TILE UP TO THE FACE OF THE NEW TE

ROOM WALLS. PROTECT CARPET FOR REINSTALLATION AS NECESSARY. SEE FINISH SCHEDULE

FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION SYSTEM

ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE REMODELED. CUT CEILING GRID AND CEILING TILES ONLY TO ALLOW FOR THE CONSTRUCTION OF THE TE ROOM WALLS. WHERE CEILING IS INDICATED TO BE

DEMOLISHED, MODIFY CEILING GRID AND CUT CEILING TILES AS NECESSARY TO ENSURE

ORIGINAL FINISHED CEILING LAYOUT IS MAINTAINED. REINSTALL WALL MOLDING IN ALIGNMENT WITH EXISTING WALL MOLDING, MITER CUT OUTSIDE CORNER, AND PROVIDE STABILIZER CLIPS AS

NECESSARY. REPLACE ALL CEILING TILES DAMAGED OR SOILED DURING THE COURSE OF

CONSTRUCTION WITH NEW TILES TO MATCH EXISTING.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND PREPARE THE

SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY DEMOLITION WORK

MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR REFINISHED

TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE PERMANENT OR TEMPORARY

SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED DEMOLITION AND

PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS, SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE REMOVED, UNLESS NOTED

OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL, OR CEILING

FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING FINISHES DOWN TO THE

SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS LOCATED WITHIN THE EXISTING FINISH

REMOVALS UNO PATCH AND PREP ALL SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR

ADDITIONAL INFORMATION, SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES,

STRUCTURAL, MECHANICAL AND ELECTRICAL.

14. SALVAGE CLAY ROOFING TILE: SALVAGE 300-400 OF THE BEST CONDITIONED ROOF TILES AND PLACE ON LEVEL PALLETS. DISPOSE OF ALL OTHER REMOVED CLAY TILE. PALLETS MAY BE NEW OR REUSED FROM THE ORIGINAL TILE DELIVERY. TIGHTLY SECURE TILE ON PALLETS AND COVER WITH A PROTECTIVE WATERPROOF COVERING THAT IS ADEQUATELY VENTILATED. STACK TILE IN

AN ORGANIZED, STABLE MANNER TO PREVENT SHIFTING AND SLIDING WHILE IN STORAGE.

PROVIDE SPACE BETWEEN EACH TILE TO ALLOW AIR FLOW AND VENTILATION. RELOCATE BOTH

PALLETS TO STORAGE LOCATION(S) ON CEMETERY PROPERTY, WHERE DIRECTED BY THE VA.

15. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT, AND

VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE WORK SITE,

WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY INTERFERE WITH THE

WORK REQUIRED UNDER THIS CONTRACT. REFER TO GENERAL REQUIREMENTS SPECIFICATION

SECTION 010002.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

REMOVE ALL

STUCCO FROM WALL

AND ENTRANCE

CANOPY IN IT'S

ENTIRETY.

AREA OF DEMO

NIC

EXISTING

ADMIN

STAFF

EXISTING

STORAGE

EXISTING

PROGRAM

SPECIALIST

EXISTING

UNISEX

TOILET

EXISTING

RECEPTION

EXISTING

CONFERENCE

EXISTING

CORRIDOR

EXISTING

OPERATIONS

EXISTING

DIRECTOR

EXISTING

ALCOVE

EXISTING

MENS

EXISTING

STAIR

EXISTING

BREAKROOM

DP4

DP6

2101-

AD201

2101-

AD201

2101-

AD201

2101-

AD201

DP13

DP12

DP12 DP12

DP12

DP12

DP12DP12

DN

DN

EX CONC RAMP

SLOPE DOWN

EX CONC RAMP

SLOPE DOWN

DP10

EXISTING

ADMIN

OFFICER

DP9

DP8

+/- 9'-0 5/8" +/- 6'-0" +/- 18'-3 1/2" +/- 9'-6 1/2" +/- 9'-4"

DP8

DP8

3'

-0

5'

-2

7'-0" DEMO

DP2

DP9

DP7

DP15

D N

DP2

DP2

DP5

DP3

5'-2" DEMO

E X

C O

N C

S T

A

IR

5' -3

/4

D

E M

O

DP14

E X

B U

LL

E

TI

N

B O

A R

DDP16

DP17

DEMOLITION PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DP1 DEMO CHAIN LINK GATE AND ASSOCIATED FASTENERS

DP2 GREY DASHED LINE DENOTES EDGE OF ROOF OVERHANG ABOVE

DP3

DEMO GYPSUM BD/PLASTER FINISH DOWN TO STUD FRAMING FOR

ENTIRETY OF PARTITION, ON SIDE OF PARTITION WHICH WILL SERVE NEW

'TE ROOM'

DP4

CAREFULLY REMOVE DRINKING FOUNTAIN AND SALVAGE FOR RELOCATION

IN THE PIC BUILDING, BUILDING 3004 - SEE PLUMBING

DP5

REMOVE EXISTING FLOOR, WALL AND ACT CEILING FINISHES IN HATCHED

AREA

DP6

DEMO EXISTING WALL CABINETS, BASE CABINETS, COUNTERTOP AND SINK

- SEE PLUMBING

DP7

REMOVE AND SALVAGE AWNING POSTS AS NECESSARY TO COMPLETE

STUCCO SCOPE OF WORK

DP8

REMOVE AND SALVAGE ALL EXISTING HAND RAILS AT STAIR AND RAMP

FOR REFINISHING AND REINSTALLATION AFTER STUCCO WORK IS

COMPLETE. SEE FLOOR PLAN FOR REFINISHING OF THESE ELEMENTS.

DP9

EXISTING PARTIAL HEIGHT STUCCO WALL W/ CONCRETE CAP (CAP NOT

SHOWN FOR CLARITY). REMOVE STUCCO SYSTEM FROM WALL IN IT'S

ENTIRETY IN PREPARATION FOR NEW

DP10

EXISTING FLOOR DRAIN TO REMAIN. PROTECT FROM CONSTRUCTION

DEBRIS DURING CONSTRUCTION

DP11

REMOVE AND DISPOSE OF EXISTING TELECOMMUNICATIONS CABINET.SEE

FIRST FLOOR PLANS FOR LOCATION OF NEW TELECOMMUNICATIONS

ENCLOSURE (TE) ROOM

DP12

REMOVE AND DISPOSE OF EXISTING DOWNSPOUT, BRACKETS AND

FASTENERS

DP13 REMOVE AND RELOCATE EXISTING PAPER SHREDDER

DP14

REMOVE AND RELOCATE OR DISPOSE OF THE EXISTING 8'X4' GLASS

ENCASED BULLETIN BOARD WITHIN THE FACILITY AS DIRECTED BY THE VA

COR.

DP15

EXISTING VENT PIPE TO REMAIN. IF NECESSARY FOR STUCCO

REPLACEMENT, REMOVE AND SALVAGE FOR REINSTALLATION AFTER

STUCCO WORK IS COMPLETE - SEE PLUMBING

DP16

REMOVE AND SALVAGE EXISTING TRIM BOTH SIDES OF DOOR AS

NECESSARY TO INSTALL NEW DOOR AND FRAME. IF TRIM IS DAMAGED

DURING DEMOLITION, PROVIDE NEW TRIM TO MATCH EXISTING

DP17 DEMO EXISTING TRIM BOTH SIDES OF DOOR

1/4" = 1'-0"

FIRST LEVEL DEMOLITION PLAN

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

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IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:2

P

M

2101- AD111

ADMIN BLDG - FIRST LEVEL DEMOLITION PLAN FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

0 4' 8'2'

Revisions: Date: 83 of 155

BASE BID

FIRST LEVEL

100'-0"

DE1

DE2

DE7

DE2DE4

DE1

DE2

DE5

DE10DE11 TYPTYP

DE13

DE5

FIRST LEVEL

100'-0"

DE1

DE2

DE4

DE2

DE1

DE5

DE6

DE2

DE9

TYP

DE14DE14

T .O

. R

ID

G E

C A

P

8'

-0

(E X

IS

T

IN

G

DE15

DE5

DE8

FIRST LEVEL

100'-0"

DE1

DE5

DE2

DE7

DE1

DE2

DE2

DE4 DE6 DE6

DE2

DE8

DE9

DE8

3' -6

TYP

DE14

DE14

DE13

DE15 BEYOND

DE5

FIRST LEVEL

100'-0"

DE1

DE5

DE2

DE2

DE4

DE2

DE6

DE7 FOREGROUND

DE9

DE9

DE10DE10

DE10

DE11

TYP

TYP

DE13

DE14

DE14

DE14

1'

-6

E X

IS

T

IN

G

DE5

WALLS BEYOND SHOWN

GRAY TONED

DEMOLITION ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH ELEVATION

DE1

REMOVE ALL EXISTING CLAY TILE ROOFING ASSEMBLY, ASSOCIATED

UNDERLAYMENT, ROOF FLASHINGS, EAVE CLOSERS AND TREATED WOOD

BLOCKING, EXCEPT WHERE NOTED OTHERWISE. EXISTING WOOD SHEATHING

TO REMAIN, SALVAGE A PORTION OF THE REMOVED TILES FOLLOWING THE

DIRECTION PROVIDED IN THE DEMOLITION GENERAL NOTES

DE2 DEMO EXISTING GUTTER AND DOWNSPOUT SYSTEM IN ITS ENTIRETY

DE3 NOT USED

DE4 REMOVE AND SALVAGE EXISTING SPLASH BLOCK DURING DEMOLITION, TYP

DE5

REMOVE ALL EXISTING STUCCO FINISH AND METAL FLASHING ON CHIMNEY IN

PREPARATION FOR NEW

DE6

REMOVE AND SALVAGE ALL EXISTING HANDRAILS AT STAIR AND RAMP FOR

REFINISHING AND REINSTALLATION AFTER STUCCO WORK IS COMPLETE. SEE

FLOOR PLAN FOR REFINISHING OF THESE ELEMENTS.

DE7

REMOVE AND SALVAGE AWNING, BRACKETS, FASTENERS AND POSTS AND

SALVAGE FOR REINSTALLATION AFTER STUCCO WORK IS COMPLETE. ANY

COMPONENTS OF THE AWNING ASSEMBLY DAMAGED DURING CONSTRUCTION,

INCLUDING FABRIC, BRACKETS, FASTENERS OR POSTS, ARE TO BE REPLACED

IN-KIND OR BETTER THAN THE EXISTING.

DE8 EXISTING PRECAST CONCRETE CAP TO REMAIN

DE9

REMOVE ALL STUCCO FROM WALL AND ENTRANCE CANOPY IN IT'S ENTIRETY -

SEE DEMOLITION PLAN

DE10

EXISTING MECH AND ELEC SYSTEMS IN THIS AREA. IF NECESSARY FOR

STUCCO REPLACEMENT, REMOVE AND SALVAGE FOR REINSTALLATION AFTER

STUCCO WORK IS COMPLETE. PROVIDE AND COORDINATE ALL DISCONNECTS

WITH THE VA - SEE ELECTRICAL

DE11 EXISTING CRAWLSPACE VENT TO REMAIN

DE12 NOT USED

DE13 REMOVE AND DISPOSE LIGHT FIXTURE - SEE ELECTRICAL

DE14 EXISTING VENT PIPE TO REMAIN.

DE15

REMOVE AND SALVAGE EXISTING SIGN FOR REINSTALLATION ONCE STUCCO

WORK IS COMPLETE

DEMOLITION ELEV SYMBOLS

KEY NOTE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

AREA OF

STUCCO

REMOVAL

AREA OF TOTAL STUCCO REMOVAL AND REPLACEMENT

SOUTH ELEVATION

(INCLUDING WALLS, SILLS, RAMP AND STAIR

PARTIAL HEIGHT WALLS, ENTRANCE CANOPY)

WEST ELEVATION

(2) CHIMNEYS 148 SF

148 SF

148 SF

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:2

P

M

2101- AD201

ADMIN BLDG - DEMOLITION EXTERIOR

ELEVATIONS

FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

EXTERIOR DEMOLITION ELEVATION - NORTH

1/4" = 1'-0"

EXTERIOR DEMOLITION ELEVATION - EAST

1/4" = 1'-0"

EXTERIOR DEMOLITION ELEVATION - SOUTH

1/4" = 1'-0"

EXTERIOR DEMOLTION ELEVATION - WEST

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'0 4' 8'2'

Revisions: Date: 84 of 155

EXISTING

RECORDS

STORAGE

EXISTING

STORAGE/ELEC/OIT

FL5

FL6

UNEXCAVATED

FL13 FL14

UP

FL18

FL19

SHELF

S H

E

LF

WH

FL8

FL15

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

4'-0"W x 8'-0"H X 3/4" AC GRADE FIRE RATED PLYWOOD. CUT PANELS AS

NECESSARY TO FIT ROOM. 2 COATS OF FIRE RESISTANT PAINT ALL SIDES

AND TOP WITH COAT OF HIGH GLOSS WHITE. MOUNT BOTTOM OF

PLYWOOD 1'-0" AFF

FL2 WALL - MOUNT TELECOM ENCLOSURE, SEE TECHNOLOGY

FL3 SECURITY PANEL - SEE TECHNOLOGY

FL4

FULLY RECESSED 1HR FIRE RATED FIRE ESTINGUISHER CABINET FOR NEW

CO2 EXTINGUISHERS. SEE SIMILAR DETAIL 4/2101- AE601 FOR MORE

INFORMATION.

FL5 EXISTING MECHANICAL CHASE

FL6 EXISTING CAST-IN-PLACE CONCRETE FOUNDATION WALL

FL7 S-1 COUNTERTOP

FL8

MOUNT CARD READER TO ADJACENT WALL AND PROVIDE ALL

CONNECTIONS FOR FUNCTIONING ACCESS CONTROLLED DOOR.

CREDENTIAL MAY BE INSTALLED ON DOOR PANEL AT CONTRACTOR'S

OPTION.

FL9

1-HR FIRE RATED HORIZONTAL SHAFT PARTITION FULL EXTENT OF ROOM.

BOTTOM OF GYPSUM BOARD FINISH AT 8'-6" AFF.

FL10

EXISTING FLUE REINSTALL ONCE STUCCO AND PAINT WORK IS COMPLETE

IF REMOVED TO COMPLETE REFINISHING WORK

FL11 EXISTING CONCRETE RAMP, LANDINGS AND STAIR TO REMAIN

FL12

CIP CONCRETE EQUIPMENT PADS, COORDINATE EXACT LOCATION WITH

THE VA DURING SHOP DRAWING REVIEW – SEE CIVIL AND MECHANICAL

FL13 EXISTING FIRE EXTINGUISHER

FL14

WIRE MESH HINGED DOOR 3'-0" X 6'-10". (CUSTOM DOOR SIZE MAY BE

REQUIRED TO FIT EXISTING CONSTRUCTION AT NO ADDITIONAL COST TO

THE VA), HARDWARE SET HW-G1. EXISTING CLNG HT IS 7'-0"; HOWEVER,

SPACE NEEDS TO BE MADE ABOVE DOOR TO AVOID HITTING CEILING

MOUNTED CONDUIT. FIELD VERIFY SPACE AVAILABLE FOR FULLY

FUNCTIONAL ACCESS CONTROLLED DOOR OPENING PRIOR TO

SUBMITTING SHOP AND ERECTION DRAWINGS.

FL15

PATCH WALLS AND STAIR WITH FINISH TO MATCH EXISTING WHERE

EXISTING DOOR WAS DEMOLISHED.

FL16 RELOCATED EXISTING PAPER SHREDDER

FL17

PROVIDE NEW 3" METAL DOWNSPOUT, SCALLOPED PROFILE TO MATCH

EXISTING

FL18 EXISTING CRAWL SPACE ACCESS DOOR

FL19

EXISTING ELEC AND BUILDING SYSTEM PANELS - SEE ELECTRICAL,

TECHNOLOGY

FL20

SECURE KEY STORAGE CABINET WITH CREDENTIAL READER CAPABILITY -

SEE TECHNOLOGY, COORDINATE FINAL LOCATION WITH CEMETERY

DIRECTOR

FL21 REINSTALL AWNING POSTS REMOVED DURING DEMOLITION

FL22

PRIOR TO REINSTALLATION, SAND/STRIP PAINT FROM THE HAND AND

STAIR RAILS AND ASSOCIATED HARDWARE ON SITE. REMOVE RUST WITH A

RUST NEUTRALIZER BEFORE PRIMING. APPLY PRIMER, INTERMEDIATE AND

TOP PAINT COATS TO HANDRAILS AND ASSOCIATED HARDWARE (P-9).

FL23 DASHED LINE DENOTES EDGE OF ROOF OVERHANG ABOVE

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK IN

ACCORDANCE OF CONTRACT REQUIREMENTS.

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

3. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

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

DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

5. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE SPACE

REQUIREMENTS.

6. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

7. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

8. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE DESCRIBED

IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES REQUIRED

(24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY

SUBCONTRACTORS.

9. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS AND/OR

DRAWINGS FOR DEFINITIONS.

10. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOOD SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO NOT

PAINT OVER FRT LABEL.

11. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

12. SEE TECHNOLOGY FOR MORE INFORMATION ABOUT CREDENTIAL READERS (CR)s.

13. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO GENERAL

REQUIREMENTS SPECIFICATION SECTION 010002.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LITE

101B

101A

8'-0"

DIMENSION LINE

8'-0" EXTENDED

DIMENSION LINE

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

XXXX-

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER

DETAIL REFERENCE

TAG

EXTERIOR SECTION

REFERENCE TAG

INTERIOR SECTION

REFERENCE TAG

KEY NOTE

A GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

CURTAIN WALL TAG

OR WINDOW TAGCW1 W3OR

LIMITS OF

CONSTRUCTION

XXXX-

AE2O1

1A

XXXX-

AE2O1

1A

XXXX-

AE2O1

1A

INSTALL 7/8" THICK 3-

COAT DIRECT APPLIED

STUCCO ON WALL IN

IT'S ENTIRETY, IN

ADDITION TO ALL

STUCCO ON

ENTRANCE OVERHANG

AND COLUMNS

NIC

AREA IN

DESIGNATED FOR

TECHNOLOGY

ENCLOSURE

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

ELEVATION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE WOOD - HORIZONTAL

WOOD - VERTICALFIRE PROOFING

CMU

CONCRETE

METAL

MORTAR NET

SOLID SURFACE

BATT INSULATION

EXISTING STUCCO

STUCCO

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:2

P

M

2101- AE101

ADMIN BLDG - BASEMENT FLOOR PLAN FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

BASEMENT FLOOR PLAN

0 4' 8'2'

Revisions: Date: 85 of 155

DN

2101-

AE201

2101-

AE201

2101-

AE201

2101-

AE201

EXISTING

ADMIN

OFFICER

EXISTING

UNISEX

TOILET

EXISTING

PROGRAM

SPECIALIST

EXISTING

DIRECTOR

EXISTING

ALCOVE

EXISTING

MENS

EXISTING

ADMIN

STAFF

EXISTING

CONFERENCE

EXISTING

RECEPTION

EXISTING

OPERATIONS

EXISTING

CORRIDOR

EXISTING

BREAKROOM

EXISTING

STAIR

EXISTING

STORAGE

TE

7'-0"

FL1

FL2

FL3

ALIGN

FL7

FL16

FL5

FL17

FL17

FL17

FL17

FL17

FL17

FL17

FL20

DN

DN

FL22

FL23

FL23

FL11

5'-2"

1'-5 1/2"

FL21

2101-

AE601

XN3

B3b

1' -0

FL4

CL

DN

FL10

G3c

G3c

FL9

EX REF EX COUNTERTOP

E X

B U

LL

E

TI

N

B O

A R

D

TYP

EX CONC RAMP

SLOPE DOWN

EX CONC RAMP

SLOPE DOWN

D N

E X

C O

N C

S T

A

IR

(E X

IS

T

IN

G

V

IF

'-3

/4

ALIGN

2101-

AE550

FINISH

PLAN

1' -3

2' -1

0.

0.

FL8

FL8

FL8

1'-3"

FL12

2101-

AE111

AT CEILING

ABOVE

AT CEILING

ABOVE

2101-

AE111

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

4'-0"W x 8'-0"H X 3/4" AC GRADE FIRE RATED PLYWOOD. CUT PANELS AS

NECESSARY TO FIT ROOM. 2 COATS OF FIRE RESISTANT PAINT ALL SIDES

AND TOP WITH COAT OF HIGH GLOSS WHITE. MOUNT BOTTOM OF

PLYWOOD 1'-0" AFF

FL2 WALL - MOUNT TELECOM ENCLOSURE, SEE TECHNOLOGY

FL3 SECURITY PANEL - SEE TECHNOLOGY

FL4

FULLY RECESSED 1HR FIRE RATED FIRE ESTINGUISHER CABINET FOR NEW

CO2 EXTINGUISHERS. SEE SIMILAR DETAIL 4/2101- AE601 FOR MORE

INFORMATION.

FL5 EXISTING MECHANICAL CHASE

FL6 EXISTING CAST-IN-PLACE CONCRETE FOUNDATION WALL

FL7 S-1 COUNTERTOP

FL8

MOUNT CARD READER TO ADJACENT WALL AND PROVIDE ALL

CONNECTIONS FOR FUNCTIONING ACCESS CONTROLLED DOOR.

CREDENTIAL MAY BE INSTALLED ON DOOR PANEL AT CONTRACTOR'S

OPTION.

FL9

1-HR FIRE RATED HORIZONTAL SHAFT PARTITION FULL EXTENT OF ROOM.

BOTTOM OF GYPSUM BOARD FINISH AT 8'-6" AFF.

FL10

EXISTING FLUE REINSTALL ONCE STUCCO AND PAINT WORK IS COMPLETE

IF REMOVED TO COMPLETE REFINISHING WORK

FL11 EXISTING CONCRETE RAMP, LANDINGS AND STAIR TO REMAIN

FL12

CIP CONCRETE EQUIPMENT PADS, COORDINATE EXACT LOCATION WITH

THE VA DURING SHOP DRAWING REVIEW – SEE CIVIL AND MECHANICAL

FL13 EXISTING FIRE EXTINGUISHER

FL14

WIRE MESH HINGED DOOR 3'-0" X 6'-10". (CUSTOM DOOR SIZE MAY BE

REQUIRED TO FIT EXISTING CONSTRUCTION AT NO ADDITIONAL COST TO

THE VA), HARDWARE SET HW-G1. EXISTING CLNG HT IS 7'-0"; HOWEVER,

SPACE NEEDS TO BE MADE ABOVE DOOR TO AVOID HITTING CEILING

MOUNTED CONDUIT. FIELD VERIFY SPACE AVAILABLE FOR FULLY

FUNCTIONAL ACCESS CONTROLLED DOOR OPENING PRIOR TO

SUBMITTING SHOP AND ERECTION DRAWINGS.

FL15

PATCH WALLS AND STAIR WITH FINISH TO MATCH EXISTING WHERE

EXISTING DOOR WAS DEMOLISHED.

FL16 RELOCATED EXISTING PAPER SHREDDER

FL17

PROVIDE NEW 3" METAL DOWNSPOUT, SCALLOPED PROFILE TO MATCH

EXISTING

FL18 EXISTING CRAWL SPACE ACCESS DOOR

FL19

EXISTING ELEC AND BUILDING SYSTEM PANELS - SEE ELECTRICAL,

TECHNOLOGY

FL20

SECURE KEY STORAGE CABINET WITH CREDENTIAL READER CAPABILITY -

SEE TECHNOLOGY, COORDINATE FINAL LOCATION WITH CEMETERY

DIRECTOR

FL21 REINSTALL AWNING POSTS REMOVED DURING DEMOLITION

FL22

PRIOR TO REINSTALLATION, SAND/STRIP PAINT FROM THE HAND AND

STAIR RAILS AND ASSOCIATED HARDWARE ON SITE. REMOVE RUST WITH A

RUST NEUTRALIZER BEFORE PRIMING. APPLY PRIMER, INTERMEDIATE AND

TOP PAINT COATS TO HANDRAILS AND ASSOCIATED HARDWARE (P-9).

FL23 DASHED LINE DENOTES EDGE OF ROOF OVERHANG ABOVE

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK IN

ACCORDANCE OF CONTRACT REQUIREMENTS.

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

3. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

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

DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

5. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE SPACE

REQUIREMENTS.

6. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

7. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

8. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE DESCRIBED

IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES REQUIRED

(24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY

SUBCONTRACTORS.

9. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS AND/OR

DRAWINGS FOR DEFINITIONS.

10. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOOD SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO NOT

PAINT OVER FRT LABEL.

11. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

12. SEE TECHNOLOGY FOR MORE INFORMATION ABOUT CREDENTIAL READERS (CR)s.

13. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO GENERAL

REQUIREMENTS SPECIFICATION SECTION 010002.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LITE

101B

101A

8'-0"

DIMENSION LINE

8'-0" EXTENDED

DIMENSION LINE

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

XXXX-

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER

DETAIL REFERENCE

TAG

EXTERIOR SECTION

REFERENCE TAG

INTERIOR SECTION

REFERENCE TAG

KEY NOTE

A GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

CURTAIN WALL TAG

OR WINDOW TAGCW1 W3OR

LIMITS OF

CONSTRUCTION

XXXX-

AE2O1

1A

XXXX-

AE2O1

1A

XXXX-

AE2O1

1A

INSTALL 7/8" THICK 3-

COAT DIRECT APPLIED

STUCCO ON WALL IN

IT'S ENTIRETY, IN

ADDITION TO ALL

STUCCO ON

ENTRANCE OVERHANG

AND COLUMNS

NIC

AREA IN

DESIGNATED FOR

TECHNOLOGY

ENCLOSURE

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

ELEVATION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE WOOD - HORIZONTAL

WOOD - VERTICALFIRE PROOFING

CMU

CONCRETE

METAL

MORTAR NET

SOLID SURFACE

BATT INSULATION

EXISTING STUCCO

STUCCO

EXISTING CEILING FINISH

109'-1"

5-1/2″ 20 GA METAL JOIST W/ 1 5/8" LEGS,

FASTENED W/ #12 TEK SCREWS @ BOTH

TOP AND BOTTOM OF BOTH SIDES OF

BUTT JOINT

(3) LAYERS 5/8" GYP BD

BO ROOM CEILING FINISH

108'-4"

20 GA MIN CONTINUOUS METAL TRACK

UL DESIGN 1504

1 HR FIRE RATING

B3b

MODIFY EXISTING ACT AS

NECESSARY FOR NEW PARTITION

CONSTRUCTION, TYPICAL AT ALL

NEW PARTITIONS

5-1/2″ 18 GA METAL STUD CEILING

JOISTS @ 1'- 4" OC MAX

EXISTING CEILING FINISH

109'-1"

BO ROOM CEILING FINISH

108'-4"

5-1/2″ 20 GA METAL TRACK W/ 1 5/8" LEGS, FASTENED W/

#12 TEK SCREWS @ BOTH TOP AND BOTTOM OF BOTH

SIDES OF BUTT JOINT

(3) LAYERS 5/8" GYP BD

20 GA MIN CONTINUOUS METAL TRACK

3/4" FIRE RATED PLYWOOD

4" WIDE (20 GA) GALV STEEL STRAP @ CENTER OF

JOISTS SPANNING THIS ROOM, FASTENED WITH #12

TEK SCREW @ EACH JOIST

5-1/2″ 18 GA METAL STUD CEILING JOISTS @ 1'- 4" OC MAX

UL DESIGN 1504

1 HR FIRE RATING

B3b

MODIFY EXISTING ACT AS

NECESSARY FOR NEW PARTITION

CONSTRUCTION, TYPICAL AT ALL

NEW PARTITIONS

CL

JOIST/

STRAP

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:3

P

M

2101- AE111

ADMIN BLDG - FIRST LEVEL FLOOR PLAN FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

0 4' 8'2'

1/4" = 1'-0"1

FIRST LEVEL FLOOR PLAN

1 1/2" = 1'-0"

1 HR FIRE RATED CEILING MEMBRANE DETAIL

1 1/2" = 1'-0"

1 HR FIRE RATED CEILING MEMBRANE DETAIL

Revisions: Date: 86 of 155

S

LO

P E

:1

D

O W

N

S

LO

P E

:1

D

O W

N

RO1 RO2

RO2

RO1

RO1

RO2

RO1

RO2

RO7

RO6

RO6

RO5

RO2

RO1

RO4RO5

RO8

RO10

RO10

S

LO

P E

3:

D O

W N

S

LO

P E

2:

D O

W N

S

LO

P E

:1

D

O W

N

RO11

RO11

RO2

SLOPE 4:12 DOWN

2101-

AE501

2101-

AE501

2101-

AE501

TYP

TYP

TYP

RO8

RO3

RO3

2101-

AE501

2101-

AE501

RO9

2101-

AE501

2101-

AE501

SIM

2101-

AE501

2101-

AE501

SIM

DR1

DR1

DR2 DR5

DR6

DR6

DR5

DR2

DR2

DR2

DR2

DR4

S

LO

P E

:1

D

O W

N

S

LO

P E

:1

D

O W

N

DR2

DR7

SLOPE 4:12 DOWN

S

LO

P E

3:

D O

W N

S

LO

P E

2:

D O

W N

S

LO

P E

:1

D

O W

N

DR3

DR8

DR3

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND SEQUENCING WITH THE

OWNER. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THESE DOCUMENTS IS FOR

ARCHITECT - OWNER PLANNING PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR THE

DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG WITH ALL

ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE, SIDELIGHTS, WINDOWS,

MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO STRUCTURE ABOVE, UNLESS NOTED

OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO FLOOR SLAB AS

REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED FINISHES WITHIN AREA TO BE

REMODELED, UNLESS NOTED OTHERWISE. REMOVE CARPET TILE UP TO THE FACE OF THE NEW TE

ROOM WALLS. PROTECT CARPET FOR REINSTALLATION AS NECESSARY. SEE FINISH SCHEDULE

FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION SYSTEM

ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE REMODELED. CUT CEILING GRID AND CEILING TILES ONLY TO ALLOW FOR THE CONSTRUCTION OF THE TE ROOM WALLS. WHERE CEILING IS INDICATED TO BE

DEMOLISHED, MODIFY CEILING GRID AND CUT CEILING TILES AS NECESSARY TO ENSURE

ORIGINAL FINISHED CEILING LAYOUT IS MAINTAINED. REINSTALL WALL MOLDING IN ALIGNMENT WITH EXISTING WALL MOLDING, MITER CUT OUTSIDE CORNER, AND PROVIDE STABILIZER CLIPS AS

NECESSARY. REPLACE ALL CEILING TILES DAMAGED OR SOILED DURING THE COURSE OF

CONSTRUCTION WITH NEW TILES TO MATCH EXISTING.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND PREPARE THE

SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY DEMOLITION WORK

MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR REFINISHED

TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE PERMANENT OR TEMPORARY

SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED DEMOLITION AND

PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS, SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE REMOVED, UNLESS NOTED

OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL, OR CEILING

FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING FINISHES DOWN TO THE

SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS LOCATED WITHIN THE EXISTING FINISH

REMOVALS UNO PATCH AND PREP ALL SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR

ADDITIONAL INFORMATION, SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES,

STRUCTURAL, MECHANICAL AND ELECTRICAL.

14. SALVAGE CLAY ROOFING TILE: SALVAGE 300-400 OF THE BEST CONDITIONED ROOF TILES AND PLACE ON LEVEL PALLETS. DISPOSE OF ALL OTHER REMOVED CLAY TILE. PALLETS MAY BE NEW OR REUSED FROM THE ORIGINAL TILE DELIVERY. TIGHTLY SECURE TILE ON PALLETS AND COVER WITH A PROTECTIVE WATERPROOF COVERING THAT IS ADEQUATELY VENTILATED. STACK TILE IN

AN ORGANIZED, STABLE MANNER TO PREVENT SHIFTING AND SLIDING WHILE IN STORAGE.

PROVIDE SPACE BETWEEN EACH TILE TO ALLOW AIR FLOW AND VENTILATION. RELOCATE BOTH

PALLETS TO STORAGE LOCATION(S) ON CEMETERY PROPERTY, WHERE DIRECTED BY THE VA.

15. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT, AND

VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE WORK SITE,

WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY INTERFERE WITH THE

WORK REQUIRED UNDER THIS CONTRACT. REFER TO GENERAL REQUIREMENTS SPECIFICATION

SECTION 010002.

ROOF PLAN KEYED NOTES - BUILDING 2101

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RO1

INSTALL TAPERED MISSION STYLE CLAY ROOF TILES (2,700 SF) AND

ASSOCIATED ACCESORIES

RO2 5" ROUND METAL GUTTER, IN-KIND WITH EXISTING, TYP

RO3 CRICKET SEE -

RO4

REINSTALL ELECTRICAL COMPONENTS REMOVED DURING DEMOLITION

ONCE CHIMNEY REPAIRS ARE COMPLETE

RO5

NEW 3-COAT DIRECT APPLIED STUCCO FINISH AND METAL FLASHING, ALL

SIDES OF EXISTING CHIMNEY

RO6 EXISTING ROOF PENETRATION. SEE

RO7

REINSTALL FABRIC AWNING ASSEMBLY SALVAGED DURING DEMOLITION.

REPLACE W/ NEW SS BRACKETS AND FASTENERS IF DAMAGED DURING

CONSTRUCTION

RO8 CLAY TILE EAVE CLOSURE AT ALL EAVES, TYP

RO9 RAKE TILES AT ALL ROOF RAKES, TYP

RO10 RIDGE TILE W/ RIDGE END TILES AT ALL ENDS, TYP

RO11

POINT OF ROOF SLOPE CHANGE. ROOF SLOPES SHOWN ARE EXISTING

AND APPROXIMATE. MATCH EXISTING ROOF SLOPE FOR NEW WORK

/6 2101- AE501

/7 2101- AE501

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK IN

ACCORDANCE OF CONTRACT REQUIREMENTS.

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

3. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

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

DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

5. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE SPACE

REQUIREMENTS.

6. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

7. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

8. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE DESCRIBED

IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES REQUIRED

(24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY

SUBCONTRACTORS.

9. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS AND/OR

DRAWINGS FOR DEFINITIONS.

10. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOOD SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO NOT

PAINT OVER FRT LABEL.

11. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

12. SEE TECHNOLOGY FOR MORE INFORMATION ABOUT CREDENTIAL READERS (CR)s.

13. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES, EQUIPMENT,

AND VEGETATION (SUCH AS TREES, SHRUBS, AND GRASS) ON OR ADJACENT TO THE

WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY

INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT. REFER TO GENERAL

REQUIREMENTS SPECIFICATION SECTION 010002.

DEMOLITION ROOF PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DR1

REMOVE ALL EXISTING CLAY TILE ROOFING ASSEMBLY, ASSOCIATED

UNDERLAYMENT, ROOF FLASHINGS, EAVE CLOSERS AND TREATED WOOD

BLOCKING, EXCEPT WHERE NOTED OTHERWISE. EXISTING WOOD

SHEATHING TO REMAIN. SALVAGE A PORTION OF THE REMOVED TILES

FOLLOWING THE DIRECTION PROVIDED IN THE DEMOLITION GENERAL

NOTES, ROOF 2,593 SF

DR2 DEMO EXISTING GUTTER AND DOWNSPOUT SYSTEM IN ITS ENTIRETY

DR3 EXISTING CHIMNEY TO REMAIN

DR4

REMOVE AND SALVAGE EXISTING ELECTRICAL COMPONENTS ATTACHED

TO CHIMNEY FOR REINSTALLATION AFTER CHIMNEY REPAIRS ARE

COMPLETE

DR5

REMOVE ALL EXISTING STUCCO FINISH AND METAL FLASHING ON CHIMNEY

IN PREPARATION FOR NEW

DR6 EXISTING ROOF PENETRATION TO REMAIN

DR7

REMOVE AND SALVAGE AWNING,BRACKETS, FASTENERS AND POSTS FOR

REINSTALLATION AFTER STUCCO REPAIR IS COMPLETE

DR8

POINT OF ROOF SLOPE CHANGE. ROOF SLOPES SHOWN ARE EXISTING AND

APPROXIMATE. MATCH EXISTING ROOF SLOPE FOR NEW WORK

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

REMOVE ALL

STUCCO FROM WALL

AND ENTRANCE

CANOPY IN IT'S

ENTIRETY.

AREA OF DEMO

NIC

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:3

P

M

2101- AE191

ADMIN BLDG - DEMOLITION ROOF PLAN AND

ROOF PLAN

FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

ROOF PLAN

0 4' 8'2' 1/4" = 1'-0"

DEMOLITION ROOF PLAN

0 4' 8'2'

Revisions: Date: 87 of 155

FIRST LEVEL

100'-0"

EL1

EL5

EL2

EL4EL5EL5

EL2

EL5

EL7

EL1

EL5

EL8 EL3

TYP AT ALL

DOWNSPOUTS

EL14EL12

0'

-0

E X

IS

T

IN

G

REPLACEMENT

STUCCO

EL8

EL10

EL18

EL15

4"

8"

8"

EL1

EL2

EL5

EL4

EL2

EL5

EL2

EL5

EL2

EL1

EL8

EL6

'-2

'-0

EL9

EL10

EL11

EL3

TYP AT ALL

DOWNSPOUTS

0'

-0

E X

IS

T

IN

G

STUCCO REPLACEMENT

EL16

EL812

+/- 2

EL15

EL15

8"

FIRST LEVEL

100'-0"

EL8

EL2

EL1

EL2

EL5

EL7

EL4

EL5 EL6 EL6

EL5

EL2

EL1

'-2

EL9

EL9

EL10 EL10 EL10

EL3

EL11

'-2

TYP AT ALL

DOWNSPOUTS

O V

E R

A

LL

B U

IL

D

IN

G

D

IM

E N

S

IO

N

0'

-0

E

X

IS

T

IN

G

EL13EL13

STUCCO REPLACEMENT

EL8

EL17

EL2

1'-3"

EL16 ON WALL BEYOND

EL15

8"

8"

FIRST LEVEL

100'-0"

EL1

EL8

EL2

EL2EL4

EL5

EL2

EL5

EL7 FOREGROUND

EL10

EL11

EL3

EL3

EL2

EL12

EL12TYP AT ALL

DOWNSPOUTS

EL12

EL13EL14 EL14

1'

-6

E

X

IS

T

IN

G

STUCCO REPLACEMENT

EL8

EL10

EL10

EL6

EL15

EL15

8"

ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH ELEVATION

EL1

PROVIDE TAPERED MISSION STYLE CLAY ROOF TILES AND ASSOCIATED

ACCESORIES

EL2 5" ROUND METAL GUTTER, IN-KIND WITH EXISTING, TYP

EL3

PROVIDE METAL PIPE FLASHING AT ALL EXISTING PIPE ROOF

PENETRATIONS

EL4 REINSTALL EXISTING SPLASHBLOCKS REMOVED DURING DEMOLTION

EL5 3" ROUND METAL DOWNSPOUT, TYP

EL6

REINSTALL ALL EXISTING HANDRAILS AND BRACKETS SALVAGED DURING

DEMOLITION IN SAME LOCATION AS EXISTING AFTER REFINISHING

EL7 REINSTALL FABRIC AWNING ASSEMBLY SALVAGED DURING DEMOLITION

EL8

NEW 3-COAT DIRECT APPLIED STUCCO FINISH (TOTAL STUCCO = 2,500 SF),

CRICKET, AND METAL FLASHING, ALL SIDES OF EXISTING CHIMNEY

EL9 EXISTING PRECAST CONCRETE CAP TO REMAIN

EL10

INSTALL 7/8" THICK 3-COAT DIRECT APPLIED STUCCO ON WALL AND

ENTRANCE CANOPY IN IT'S ENTIRETY, SEE FLOOR PLAN

EL11

EXISTING PIPE, REINSTALL ONCE STUCCO AND PAINT WORK IS COMPLETE

IF REMOVED TO COMPLETE REFINISHING WORK

EL12

EXISTING MECH AND ELEC SYSTEMS IN THIS AREA, REINSTALL ONCE

STUCCO AND PAINT WORK IS COMPLETE IF REMOVED TO COMPLETE

REFINISHING WORK

EL13

LIGHT FIXTURE, INSTALL IN SAME LOCATION AS DEMOLISHED EXISTING

FIXTURE - SEE ELECTRICAL

EL14 EXISTING CRAWLSPACE VENT TO REMAIN

EL15

METAL SURFACE-MOUNTED COUNTERFLASHING MECHANICALLY

ANCHORED TO CHIMNEY FACE W/ TERMINATION BAR AND BASE FLASHING

BELOW

EL16 REINSTALL SIGN AS DIRECTED BY THE VA COR

EL17

CREDENTIAL READER MOUNT WITH CENTERLINE AT 3'-0" ABOVE FINISHED

FLOOR - SEE TECHNOLOGY

EL18

CIP CONCRETE EQUIPMENT PADS, COORDINATE EXACT LOCATION WITH

THE VA DURING SHOP DRAWING REVIEW – SEE CIVIL AND MECHANICAL

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

ELEVATION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE WOOD - HORIZONTAL

WOOD - VERTICALFIRE PROOFING

CMU

CONCRETE

METAL

MORTAR NET

SOLID SURFACE

BATT INSULATION

EXISTING STUCCO

STUCCO

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:3

P

M

2101- AE201

ADMIN BLDG - EXTERIOR ELEVATIONS FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

EXTERIOR ELEVATION - NORTH

1/4" = 1'-0"

EXTERIOR ELEVATION - EAST

1/4" = 1'-0"3

EXTERIOR ELEVATION - SOUTH

1/4" = 1'-0"4

EXTERIOR ELEVATION - WEST

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'0 4' 8'2'

Revisions: Date: 88 of 155

5" ROUND METAL GUTTER, IN-KIND WITH

EXISTING, TYP

TAPERED MISSION STYLE CLAY ROOF TILES, TYP

PT WOOD BATTEN

CLAY TILE EAVE CLOSURE

EXISTING WALL CONSTRUCTION VARIES

EXISTING EXPOSED WOOD OUTLOOKERS

EXISTING PLYWOOD SHEATHING

(2) LAYERS ROOF UNDERLAYMENT

CONTINUOUS OVER ENTIRE ROOF

ROOF SLOPE VARIES - SEE ROOF PLAN

DRIP EDGE FLASHING EXTENDED INTO GUTTER,

METAL TO MATCH GUTTER

EXISTING OUTLOOKER

ROLLED RAKE

(2) LAYERS ROOF

UNDERLAYMENT CONTINUOUS

OVER ENTIRE ROOF - TURN

DOWN TOP LAYER MIN 2" AT

RAKE EDGE

MORTAR

PT WOOD NAILER BOARDS AS

REQUIRED

EXISTING 3/4" PLYWOOD

REQUIRED FASTENERS

TAPERED MISSION

STYLE CLAY TILE

ASSEMBLY

NEW/EXISTING STUCCO

FINISH - SEE ELEVATIONS

EXISTING WALL

TOP FIXTURE

ROOF UNDERLAYMENT

CLAY TILE

EXISTING PLYWOOD SHEATHING

CIRCULAR COVER RIDGE

EXISTING RIDGE STRINGER

ROOF CEMENT OR SEALANT

18" ROOF UNDERLAYMENT

REQUIRED FASTENERS

HEADLAP (TYP)

3"MIN

TOP FIXTURE

(2) LAYERS ROOF UNDERLAYMENT TURN UP TOP

LAYER MIN 8" ABOVE ROOF DECK

CLAY TILE

EXISTING ROOF CONSTRUCTION

3-COAT DIRECT APPLIED STUCCO

FINISH AND PERMEABLE AIR

BARRIER APPLIED TO ENTIRE

CHIMNEY - SEE ELEVATIONS

SEALANT

SST COUNTER FLASHING

SST APRON FLASHING EXTENDING UP

WALL 4" AND 4" ACROSS TILES

REQUIRED FASTENERS

CONTINUOUS TERMINATION BAR,

FASTENERS AS REQUIRED BY MFR

8" M

IN

4"

(2) LAYERS ROOF UNDERLAYMENT

CONTINUOUS OVER ENTIRE ROOF -

TURN UP TOP LAYER MIN 6" ABOVE

WOOD BLOCKING

PT WOOD NAILER BOARDS AS

REQUIRED

EXISTING 3/4"

PLYWOOD

REQUIRED FASTENERS

TAPERED MISSION STYLE

CLAY TILE ASSEMBLY

EXISTING FINISH - SEE

ELEVATIONS

2X6 PT WOOD BLOCKING

TERMINATION BAR

SST FLASHING, SPAN ENTIRE TOP OF

SIDE WALL, HEM END

EXISTING CONSTRUCTION

EXISTING WALL

SST PAN FLASHING 6" MIN

F

LA

S H

IN

G

6"

CASING BEAD WITH

WEEPS

6"

EXISTING MEMBRANE

AIR BARRIER

REMOVE 6" OF EXISTING STUCCO

SYSTEM TO ALLOW FOR OVERLAP OF

UNDERLAYMENT AND FLASHING

3-COAT DIRECT APPLIED

STUCCO FINISH

AT SIM - CHIMNEY PROVIDE 3-COAT

DIRECT APPLIED STUCCO FINISH AND

PERMEABLE AIR BARRIER APPLIED TO

ENTIRE CHIMNEY

8"

3"

END FIXTURE

ROOF UNDERLAYMENT

EXTEND UP WALL MIN 6"

EXISTING ROOF CONSTRUCTION

3-COAT DIRECT APPLIED STUCCO FINISH

SEALANT

COUNTER FLASHING

CRICKET FLASHING

CLAY TILE

CRICKET

4"

MEMBRANE AIR BARRIER

EXISTING

CHIMNEY

TERMINATION

BAR

8" M

IN

ROOF

UNDERLAYMENT

BELOW

FLEXIBLE

COPPER SHEET SECONDARY

FLASHING. BEND AS

REQUIRED TO CONFORM

TO TILE SHAPE.

STANDARD GALVANIZED STEEL

BASE FLASHING WITH FELT

UNDERLAYMENT UNDER AND

OVER TOP HALF AND LACED INTO

FELT UNDERLAYMENT BELOW

CAULKING ON

TOP EDGE

LAP TOP ROW OF CLAY

TILE OVER FLEXIBLE

COPPER SHEET

SECONDARY

FLASHING. BEND AS

REQUIRED TO CONFORM

TO TILE SHAPE.

EXISTING PIPE

TAPERED MISSION STYLE CLAY

ROOF TILES

1 1/2" = 1'-0"

SECTION DETAIL AT ROOF RAKE EDGE

1 1/2" = 1'-0"

SECTION DETAIL AT RAFTER END

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING:

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:3

P

M

2101- AE501

ADMIN BLDG - EXTERIOR DETAILS FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM JT/RG

18528

3" = 1'-0"

SECTION DETAIL AT ROOF RIDGE AT CLAY TILE

3" = 1'-0"

SECTION DETAIL AT CLAY TILE ROOF AND HEAD WALL OR CHIMNEY DOWNSLOPE

3" = 1'-0"

SECTION DETAIL AT CLAY TILE ROOF AT SIDE WALL AND CHIMNEY SIDE SLOPE

3" = 1'-0"

SECTION DETAIL AT CRICKET AT CHIMINEY

3" = 1'-0"

DETAIL - VENT FLASHING

Revisions: Date: 89 of 155

2' -1

0"

S-1 COUNTERTOP

W/ INTEGRAL BACK

AND SIDE SPLASH

PLAM-1 CASEWORK

WITH FILLER PANELS

AS REQUIRED, TYP.

33"

27"33"

27"

2101-

AE550

2101-

AE550

2101-

AE550

EXISTING GYP

BD SOFFIT, P-1

P-1

RB-1

SST LAY-IN SINK WITH

GOOSENECK FAUCET AND

FILTERED WATER DISPENSER

SPIGOT - SEE PLUMB.

2' -0

E X

IS

T

IN

G

E O

EXISTING

DUPLEX

BOTTOM OF

SOFFIT

S E

E E

LE

V

A T

IO

N

S

ADJUSTABLE SHELVES, SEE INTERIOR

ELEVATIONS FOR QTY

EXISTING PARTITION

EXISTING GYP BD SOFFIT

E X

IS

T

IN

G

F A

S C

IA

H

E

IG

H T

FILLER CUT TO FIT TO MATCH

CABINET FACE

1"

1"

EXISTING CEILING

10 1/2" CLEAR

6"

ADJUSTABLE SHELF

DRAWER UNIT

3"

4"

S E

E E

LE

LV

A T

IO

N

S

2'-1" UNO

BASE AS SCHEDULED

SEALANT AT WALLS

INTEGRAL SIDE &

BACK SPLASH, TYP

1/4" RADIUS EDGE AT ALL

OUTSIDE EDGES

SOLID SURFACE COUNTERTOP

1X3 NOMINAL HARDWOOD OR

PLYWOOD FRAME AND WEB

SUPPORT(S)

FACE OF CABINET

1/

2"

U N

O

4"

USE EXISTING WALL

BRACING FOR WALL

AND BASE

CABINETS. PROVIDE

ADDITIONAL WALL

BRACING/BACKING

AS NECESSARY TO

SUPPORT NEW

CABINETS

1"

8" 3"

9"

2' -3

S E

E E

LE

V

A T

IO

N

LAY-IN STAINLESS STEEL

SINK - SEE PLUMBING

CLEAR WHEEL

CHAIR CLEARANCE

PROVIDE REMOVABLE 3/4" THICK

PLAM FASCIA PANEL. CONTINUOUS,

FULL LENGTH OF VANITY

1"

1' -1

/4

2'-1"UNO

1'-7"

8"

1/

2"

1. REFER TO PROJECT MATERIAL SCHEDULE ON THIS SHEET AND PROJECT

SPECIFICATIONS FOR SPECIFIC PRODUCT SELECTION REQUIREMENTS

2. MANUFACTURER'S TRADE NAMES AND NUMBERS USED IN MATERIAL SCHEDULES

ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS

OF OTHER MANUFACTURERS CONSISTENT WITH THE COLORS, FINISHES, TEXTURES,

PATTERNS AND, AT MINIMUM, MEETS THE TECHNICAL SPECIFICATIONS WILL BE

REVIEWED IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 23 SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES

3. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIP, BASEBOARD

RADIATION ENCLOSURES, ELECTRICAL PANEL BOARDS (IN FINISHED SPACES) TO

MATCH SURFACE ON WHICH THEY OCCUR UNLESS OTHERWISE INDICATED.

EXCEPTION: ITEMS WITH FACTORY WHITE FINISH, OCCURRING ON WHITE ACT OR

WHITE GYPSUM BOARD CEILING MUST NOT BE PAINTED. STAINLESS STEEL ITEMS

MUST NOT BE PAINTED

4. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES

PRIOR TO INSTALLATION

5. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND

WALLS

6. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT

AND CT FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR FINISH

LOCATIONS

7. WOOD DOORS AND HOLLOW METAL FRAMES TO BE PAINTED P-2, UNLESS NOTED

OTHERWISE IN THE OPENING SCHEDULE

8. WOOD: PRE-FINISHED TO MATCH BUILDING STANDARD, REFER TO SPECIFICATION

9. CEILING HEIGHTS AND MATERIALS/FINISHES CALLED OUT IN ROOM FINISH

SCHEDULE ARE FOR ENTIRE CEILING OR MAJORITY OF THAT ROOM, UNLESS

OTHERWISE INDICATED. SEE REFLECTED CEILING PLAN FOR CHANGES IN CEILING

MATERIAL AND CEILING HEIGHT. PAINT ALL SURFACES OF SOFFIT SAME COLOR AS

INDICATED

10. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE

PROJECT MATERIAL SCHEDULE.