2101-AE111_ADD1.pdf

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 CREDENTIAL READER - SEE TECHNOLOGY

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, USING CHEMICAL METHODS, REMOVE 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

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A 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:

. Addendum 1 10/12/2026