Attachment 3 Drawings - 756-23-103 - Relocate Facility Fiber.pdf

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

PROJECT NUMBER:

ISSUE DATE:

EA #:

CLIENT #:

EA03.0116

05-20-2024

EL PASO DEPARTMENT OF VETERANS AFFAIRS

5001 N. PIEDRAS / EL PASO, TEXAS 79930 PHASE 5 CONSTRUCTION DOCUMENTS

100%

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

E A

.0

05-20-2024

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

RELOCATE FACILITY FIBER

A-000

756-23-103

S N E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

CALLOUT HEAD

DOOR TAG

? INTERIOR ELEVATION

ROOM TAG WITH

AREA

BUILDING SECTION

SPOT ELEVATION - TARGET

? WALL TAG

? WINDOW TAG

TEMP. CONSTRUCTION PARTITION

REVISION SYMBOL

REVISION NUMBER

CABINET / CEILING SECTION

EQUIPMENT TAG EQ.000

ROOM SIGNAGE TAG

X

A1/A001

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

09 29 00.A1 DESCRIPTIONSPECIFICATION SECTION KEYNOTE INFORMATION

ABBREVIATIONS AND ANNOTATIONS LEGEND

ROOM NAME

ROOM SF

01 PHOTO CALLOUT

N.I.C. NOT IN CONTRACT

FIRE EXTINGUISHER - WALL MOUNTEDFE

FIRE EXTINGUISHER - CABINETFE

ADDITIONAL NOTES

PROJECT SCOPE

AT&T SCOPE AND GENERAL CONTRACTOR SCOPE:

The service provider for the VA (AT&T) will trench from Manhole 12 down the areas of Piedras Street to the east side of the VA Medical Center to 5’-0” to the NE corner of C100 mechanical room on the first floor and place a Handhole there. They will install (1) 4” conduit with innerduct and (1) ISP/OPS 72 Strand Single-Mode cable from manhole 12 through a new handhole placed 5’ from the NE corner of the building. They will continue the pull into the building via 2” conduit provided by the VA contractor, through the IT Entrance room C108 to the Existing DMARC room B100. AT&T will backfill and restore surfaces of the areas that were trenched.

AT&T will splice the new 72 Strand single-mode fiber into existing dark fiber in the manhole. AT& T will also terminate and certify the fiber in the fiber patch panel located in (DEMARC room B100), add switch over service once construction is complete.

The contractor will pick up from the handhole placed 5’-0” from the NE corner of the VA Medical Center and install (2) 2” conduits with Maxcell innerduct and enter the building below grade into a mechanical plenum into C100 Mechanical room on the first floor. The (2) 2” conduits with Maxcell innerduct will be routed to the new IT Entrance Facility Room C108. The contractor will weather and fire seal the cores into the building, and fire seal all other rated wall penetrations for the (2) 2” conduits.

The IT Entrance Facility Room C108 is a new communication room that is currently an office that will be built out with fire-rated plywood on 2 walls and cable tray on the same, to be a functioning Entrance Facility room. Here the ISP/OSP 72 strand single-mode cabling will have a 30’ service loop placed on the wall and continue on to the DEMARC room B100 (cabling work by AT&T).

From the IT Entrance Facility Room there will be (2) new 2” conduits with Maxcell innerduct routed down corridor C1-8 west bound to corridor C1-7 and turn south bound to the Demarc room B100. The contractor will fire seal all rated wall penetrations for the (2) 2” conduits.

A new 4RU fiber patch panel will be installed into one of the existing communication racks in DEMARC Room B100. The fiber cabling will be terminated with LC connectors in the Demarc room, labeled, terminated, and tested to VA specifications (terminations and certifying performed by AT&T).

Once the new fiber is installed, terminated, and tested, service switch over can be coordinated with AT&T.

Fire sprinkler protection in the IT Entrance Room C108 will be altered with the removal of the existing pendant sprinkler in the lay-in ceiling. Branch drop piping will be removed back to the branch tee. Upright sprinkler(s) will be installed in the room in accordance with NFPA 13 for spacing and obstruction requirements. A new fire alarm strobe notification device will be installed in the IT Entrance Facility Room C108.

PROJECT DATA AND BUILDING

CODE INFORMATION

PROJECT DATA

PROJECT NAME:

PROJECT ADDRESS:

OWNER:

APPLICABLE CODES

BUILDING CODE:

ACCESSIBILITY CODE: 2010 STANDARDS FOR ACCESSIBLE

DESIGN (SAD)

2021 INTERNATIONAL BUILDING CODE

TABS PROJECT NUMBER: NA

RELOCATE FACILITY FIBER

MECHANICAL CODE:

ELECTRICAL CODE:

PLUMBING CODE:

NFPA: 2015 NFPA 101 LIFE SAFETY CODE \

NFPA 12A (2009), 92 (2012), 204 (2012)

2021 INTERNATIONAL MECHANICAL

CODE

2021NATIONAL ELECTRICAL CODE

(NFPA 70)

2021 INTERNATIONAL PLUMBING CODE

OSBC: NFPA 10, 20 (2010),70, 30, 45 (2011), 99

(2012), 13, 72 (2013)

FUEL AND GAS: 2015 INTERNATIONAL FUEL AND GAS

CODE

ENERGY CODE: 2015 INTERNATIONAL ENERGY

CONVERSATION CODE / 2013 ASHRAE

90.1.

LIFE SAFETY INFORMATION

OCCUPANCY: EXISTING

COMMENTS

TYPE OF

CONSTRUCTION:

EXISTING NA

SPRINKLER SYSTEM: EXISTING NA

COMMENTSFIRE PROTECTION REQUIREMENTS

INT. BEARING WALLS: EXISTING

EXT.BEARING WALLS: EXISTING

EXISTING

EXISTING

INT. NONBEARING WALLS:

EXT. NONBEARING WALLS:

EXISTING

EXISTING

EXISTING

ROOF:

CEILING:

FLOOR:

STRUCTURAL BEAMS:

STRUCTURAL COLUMNS:

EXISTING

EXISTING

RATED SEPARATIONS: EXISTING

MEANS OF EGRESS

TOTAL OCCUPANT LOAD:

MAX. ALLOWED MAX. PROVIDED

X / 100

REF. TO LIFE SAFETY PLAN

DIST. BETWEEN EXITS: 112'-0" EXISTING

X/2 IF SPRINKLED

EGRESS WIDTH / OCCUPANT MIN. ALLOWED PROVIDED

0.2" STAIRS:

0.15" DOORS:

EXISTING

EXISTING EXISTING

EXISTING

EXISTINGEXISTING

NA

ACOUSTICAL DESIGN: ASHRAE APPLICATIONS VOLUME,

CHAPTER 42 / ANSI S1.8 / ASA 84

COMMENTS

COMMENTS

COMMENTS

COMMENTS

FEDERAL REQUIREMENTS:

TRAVEL DISTANCE TO EXIT: 200'-0" EXISTING

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

DEPARTMENT OF VETERANS AFFAIRS

VA DESIGN CRITERIA WWW.CFM.VA/TIL/CRITERIA.ASP

GC RESPONSIBILITIES TO

EXISTING CONDITIONS

1.

2.

3.

4.

5.

6.

8.

7.

9.

10.

11.

12.

THE CONTRACTOR SHALL PERFORM A SITE VISIT(S). IN DOING

SO THE CONTRACTOR HAS AGREED THAT THEY HAVE

INVESTIGATED THE EXISTING CONDITIONS TO BE RENOVATED

AND COMPARE THEM TO THE WORK TO BE PERFORMED

ACCORDING TO THE CONTRACT DOCUMENTS.

INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD

TO EXISTING CONDITIONS OF CONSTRUCTION IS PROVIDED FOR

THE CONVENIENCE OF THE CONTRACTOR IN EXECUTING THE

NEW WORK. REASONABLE ATTEMPTS HAVE BEEN MADE TO

PROVIDE COMPLETE AND ACCURATE REPRESENTATION OF

SUCH EXISTING CONDITIONS. THIS INTERPRETATION HAS BEEN

DERIVED FROM DRAWINGS SUPPLIED BY THE OWNER AND HAS

BEEN FURTHER SUPPLEMENTED WITH FIELD-MEASUREMENTS

AND PHOTOGRAPHS. THE INFORMATION CONTAINED IN THESE

DRAWINGS WITH REGARD TO THE EXISTING CONDITIONS OF

CONSTRUCTION IN NO WAY RELEASES THE CONTRACTOR FROM

THE RESPONSIBILITY OF VERIFYING COMPLETELY ALL FIELD

CONDITIONS RELATING TO THE EXECUTION OF THE WORK, AS

DESCRIBED IN THE CONTRACT DOCUMENTS.

NO GUARANTEE IS MADE AS TO THE GENERAL CONDITIONS OF

THE EXISTING BUILDING, THE CONTRACTOR SHALL FIELD

VERIFY AND DOCUMENT ALL EXISTING DIMENSIONS,

ELEVATIONS, BENCHMARKS, MATERIALS, UTILITIES AND

CONSTRUCTION TYPE THAT MAY AFFECT OR BE EFFECTED BY

NEW WORK AND SHALL COORDINATE SUCH FIELD

VERIFICATION WITH THE CONTRACT DOCUMENTS AND THE

EXECUTION OF THE WORK. THE CONTRACTOR SHALL NOTE ANY

DISCREPANCIES AND/OR CONFLICTS INVOLVING EXISTING

CONDITIONS AND BRING THEM TO THE ARCHITECT'S ATTENTION

IN WRITING.

THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING

CONDITIONS AS THEY RELATE TO SPECIFIC PORTIONS OF THE

WORK. VERIFICATION SHALL BE UNDERTAKEN IN ADVANCE TO

ALLOW FOR THE TIMELY IDENTIFICATION OF EXISTING

CONDITIONS THAT MAY AFFECT THE SCHEDULED INSTALLATION

OF NEW WORK AS DESIGNED AND DETAILED, AND TO AVOID

UNIQUE AND UNREASONABLE DELAYS TO THE PROJECT

SHOULD SUCH CONDITIONS BE DISCOVERED. TIMELY

IDENTIFICATION OF SUCH CONDITIONS SHALL PROVIDE FOR A

MINIMUM PERIOD OF TEN (10) WORKING DAYS DURING WHICH

TIME THE ARCHITECT WILL EVALUATE THE CONDITIONS AND

MAKE RECOMMENDATIONS FOR ACCOMMODATING NEW WORK.

THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND

EXTENT OF THE LIFE SAFETY SYSTEM (INCLUDING BUT NOT

LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION

SYSTEMS, EMERGENCY LIGHTING SYSTEMS) AS THEY MAY BE

AFFECTED BY THE NEW WORK. THE CONTRACTOR IS

RESPONSIBLE FOR ACCOMMODATING THESE SYSTEMS WHEN

AFFECTED BY NEW WORK SO THAT ALL APPLICABLE CODES

REQUIREMENTS ARE SATISFIED.

THE AREAS ADJACENT TO THE PROJECT ARE CURRENTLY

OCCUPIED, AND MUST REMAIN COMPLETELY OPERATIONAL

DURING THEIR BUSINESS HOURS. THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER ANY CONSTRUCTION

ACTIVITIES WHICH MAY IMPEDE THEIR NORMAL OPERATIONS,

INCLUDING ANY ACTIVITY WHICH CREATES EXCESSIVE NOISE,

VIBRATION, DUST AND NOTIFY ANY OCCUPANTS OF THE

BUILDING OF ANY CONSTRUCTION ACTIVITIES WHICH MAY

AFFECT THEIR ABILITY TO OPERATE NORMALLY.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

TO PREVENT DAMAGE TO AREAS ADJACENT TO NEW

CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS

SYSTEMS CONNECTIONS OR EXTENSIONS ARE REQUIRED AND

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL IDENTIFY POINTS OF ACCESS TO THE

BUILDING AND VERIFY MINIMUM CLEARANCES AVAILABLE FOR

USE IN TRANSPORTING NECESSARY CONSTRUCTION

MACHINERY, EQUIPMENT, MATERIALS, AND COMPONENTS INTO

THE BUILDING. USE OF SUCH POINTS OF ACCESS SHALL BE

APPROVED BY THE OWNER.

THE CONTRACTOR SHALL IDENTIFY EXISTING COMPONENTS

AND ASSEMBLIES WITHIN THE BUILDING THAT ARE

CONSTRUCTED AS FIRE-RATED OR SMOKE ASSEMBLIES; SHALL

NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING

EXISTING CONDITIONS AND BRING THEM TO THE ARCHITECT'S

ATTENTION IN WRITING.

THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING

IN A WEATHER TIGHT CONDITION.

THE CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW

UTILITY LINES ON OR ADJACENT TO THE SITE AND NOTIFY ALL

UTILITY COMPANIES PRIOR TO STARTING DEMOLITION OR NEW

CONSTRUCTION.

THE CONTRACT LIMIT OF WORK SHOWN ON DRAWINGS IS

PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

ENSURING PROPER INTERFACE BETWEEN EXISTING AND NEW

WORK.

DEMOLITION GENERAL NOTES

1.

2.

3.

4.

5.

6.

8.

7.

9.

10.

11.

12.

13.

14.

15.

16.

17.

THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE

ARCHITECT'S DEMOLITION PLANS APPLY ONLY TO THE LIMITS

OF THE ARCHITECTURAL DEMOLITION. SEE THE OTHER

DISCIPLINES' DRAWINGS FOR THE LIMITS OF DEMOLITION FOR

THEIR DISCIPLINE.

THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM

EXISTING DRAWINGS WHICH WERE PROVIDED TO THE

ARCHITECT/ENGINEER BY THE OWNER AND THEY MAY NOT

REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING

WITH ANY WORK, THE CONTRACTOR SHALL VERIFY THE

ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING

FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE

ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN

THESE DRAWINGS AND ACTUAL CONDITIONS.

DEMOLITION IS INTENDED TO PREPARE THE BUILDING TO

RECEIVE THE NEW WORK. THE INFORMATION PROVIDED IN NO

WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO

THOSE ITEMS SPECIFICALLY IDENTIFIED. THE CONTRACTOR

SHALL REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND

EQUIPMENT WITHIN THE PROJECT AREA INDICATED ON THE

DEMOLITION PLAN, INCLUDING, BUT NOT LIMITED TO FLOOR

MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES,

WINDOWS, WINDOW FRAMES, CASEWORK, ATTACHMENTS,

ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND SYSTEM,

AS REQUIRED TO ALLOW FOR THE EXECUTION OF NEW WORK.

AFTER DEMOLITION WORK IS COMPLETE, REPAIR ALL HOLES

IN EXISTING-TO-REMAIN FLOORS, WALLS, FIRE BARRIERS,

AND ROOFS TO COMPLY WITH ORIGINAL FIRE/SMOKE/SOUND

ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND

STRUCTURAL INTEGRITY.

OWNER SHALL REMOVE ALL NON-BUILT-IN EXISTING MEDICAL

EQUIPMENT STORAGE UNITS AND FURNITURE. THE

CONTRACTOR SHALL REMOVE SUPPORTS, TRACKS, BUILT-IN

ITEMS (STORAGE CABINETS, CASEWORK, ETC.), ALONG WITH

THE NORMAL DEMOLITION WORK. THE CONTRACTOR SHALL

REMOVE AND TURN OVER TO OWNER FOR STORAGE ANY

ANCILLARY PIECES SUCH AS (BUT NOT LIMITED TO) MOUNTING

BRACKETS, HARDWARE, MISC. SUPPORT ITEMS, ETC. REQUIRED

FOR THE REINSTALLATION OF EQUIPMENT; CONTRACTOR TO

SEE EQUIPMENT BOOK FOR INFORMATION ON PLACEMENT AND

INSTALLATION OF EXISTING AND NEW EQUIPMENT.

THE CONTRACTOR SHALL REMOVE ALL ITEMS TO BE

DEMOLISHED IN THEIR ENTIRETY INCLUDING ALL

ASSOCIATED PIPING, WIRING, HANGERS, SUPPORTS,

PROJECTIONS, BOLTS, NAILS, ETC. FROM EXISTING

SURFACES, AND PATCH ALL HOLES TO MATCH ADJACENT

SURFACES OR PROVIDE NEW SCHEDULED FINISHES.

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING IF ANY DEMOLITION OR NEW CONSTRUCTION

WORK CANNOT BE PERFORMED DUE TO EXISTING FIELD

CONDITIONS.

THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S

ATTENTION IN WRITING ANY STRUCTURAL INTERFERENCE

THAT WOULD AFFECT THE EXECUTION OF THE NEW WORK.

NO FLOOR OR STRUCTURAL MEMBER SHALL BE CUT

WITHOUT PERMISSION OF STRUCTURAL ENGINEER OF

RECORD. ALL PROPOSED SLEEVE/ CORING SHALL BE

REVIEWED BY THE ARCHITECT BEFORE PROCEEDING.

WHERE NEW FLOORING IS INDICATED, THE CONTRACTOR

SHALL REMOVE ALL EXISTING FLOOR FINISHES AND ADHESIVE

DOWN TO THE CONCRETE SLAB, AND LEAVE FLOOR SMOOTH

FOR NEW FINISH. THE CONTRACTOR SHALL OBSERVE

MANUFACTURERS REQUIREMENTS FOR SUB-FLOOR

PREPARATION. TREATMENT OF EXISTING FLOOR FINISHES

WITHIN AREAS OF DEMOLITION SHALL BE AS FOLLOWS:

A. CARPET: REMOVE ENTIRELY, INCLUDING PADDING.

REMOVE REMAINING GLUE RESIDUE, TACK

STRIPS AND PATCH AS NECESSARY FOR

NEW FLOOR FINISH.

B. VINYL: REMOVE ENTIRELY AFTER MATERIAL HAS

BEEN TESTED FOR ASBESTOS.

REMOVE GLUE OR GROUT RESIDUE.

PATCH AS NECESSARY TO PROVIDE

LEVEL SURFACE.

C. CERAMIC TILE: REMOVE ENTIRELY. PATCH AND REPAIR

FLOORS WITH A LEVELING COMPOUND TO

PRODUCE A SMOOTH, LEVEL SURFACE TO

RECEIVE NEW FINISHES.

THE CONTRACTOR SHALL REMOVE EXISTING FINISHES,

INCLUDING CERAMIC TILE, VINYL WALL COVERING, WALL

PROTECTION, WALL BASE ETC. AT ALL EXISTING WALLS TO

RECEIVE NEW FINISHES, UNLESS NOTED OTHERWISE, AND

LEAVE WALL SURFACE SMOOTH TO RECEIVE NEW FINISHES.

THE CONTRACTOR SHALL REMOVE ALL EXISTING CEILINGS

TO ALLOW FOR PROPER INSTALLATION OF MECHANICAL,

PLUMBING AND ELECTRICAL WORK, AND PATCH AND

REPAIR EXISTING CEILINGS TO MATCH EXISTING.

WHERE NEW CEILINGS ARE INDICATED, THE CONTRACTOR

SHALL REMOVE ALL EXISTING CEILINGS TO ALLOW FOR

PROPER INSTALLATION OF NEW CEILINGS.

THE CONTRACTOR SHALL REFER TO CIVIL, MECHANICAL,

PLUMBING, FIRE PROTECTION, COMMUNICATIONS, SECURITY

SYSTEMS, AND ELECTRICAL DOCUMENTS FOR REQUIRED

DEMOLITION WORK AS WELL AS EXISTING PIPING, CONDUITS,

DUCTWORK, UTILITIES, ETC. TO REMAIN WITHIN AREAS OF

DEMOLITION

THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK

WITH PHASING PLANS TO DETERMINE THE SCOPE OF WORK

TO BE PERFORMED IN EACH PHASE AND TO CAREFULLY

INTEGRATE WITH EXISTING CONSTRUCTION TO REMAIN FOR

EACH PHASE AND UPON COMPLETION OF FINAL PHASE

WITH MINIMAL DISRUPTION OF BUILDING OPERATIONS.

THE CONTRACTOR SHALL REFER TO MECHANICAL,

PLUMBING, FIRE PROTECTION, ELECTRICAL,

COMMUNICATIONS, AND SECURITY DRAWINGS FOR EXTENT

AND LOCATION OF THE CHANNELING OF EXISTING FLOORS.

IF EXISTING PIPING OR CONDUIT OTHER THAN THE DESIRED

CONNECTION IS ENCOUNTERED WHILE CHANNELING, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING

PRIOR TO CONTINUING WITH ANY WORK.

DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE

WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL

AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES

AND STRUCTURAL ELEMENTS AS NECESSARY DURING

DEMOLITION. THE CONTRACTOR SHALL ENGAGE A

STRUCTURAL ENGINEER TO DETERMINE REQUIREMENTS.

CUTTING AND PATCHING

GENERAL NOTES

THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING-

TO-REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING

TILE, GYPSUM BOARD, DOORS, WINDOWS, FRAMES, WALL

PROTECTION, PAINT, ETC) WHICH ARE DAMAGED DURING

DEMOLITION OR CONSTRUCTION OR ANY OTHER WORK

PERFORMED UNDER THIS CONTRACT. THE CONTRACTOR SHALL

PATCH, REPAIR, AND ALIGN ALL EXISTING CONSTRUCTION SO AS

TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR AND PREPARE

EXISTING SURFACE TO RECEIVE NEW SCHEDULED FINISHES.

1.

2.

3.

4.

5.

6.

7.

WHERE EXISTING EXTERIOR WALL OR INTERIOR PARTITIONS

ARE DAMAGED IN AREAS OF SELECTIVE DEMOLITION BY THE

REMOVAL OF EXISTING CONSTRUCTION OR ANY OTHER

DEMOLITION ACTION, THE CONTRACTOR SHALL REPAIR

EXISTING WALL SURFACES TO MATCH EXISTING OR PRODUCE A

SMOOTH SURFACE TO RECEIVE NEW FINISHES.

WHERE LEVEL CHANGES, HOLES, DEPRESSIONS, OR FORMED

TRENCHES ARE UNCOVERED IN EXISTING CONCRETE SLAB BY

THE REMOVAL OF EXISTING WALLS / EXISTING FLOORING OR

ANY OTHER DEMOLITION ACTION, THE CONTRACTOR SHALL

PATCH AND REPAIR EXISTING CONCRETE SURFACES WITH A

LATEX OR GYPCETE LEVELING COMPOUND UNLESS SPECIFIED

OTHERWISE TO PRODUCE A SMOOTH LEVEL SURFACE TO

RECEIVE NEW FINISHES.

WHERE PIPES, CONDUITS, DUCTWORK, ETC. ARE TO BE

REMOVED FROM EXISTING RATED WALL / PARTITION TO

REMAIN, THE CONTRACTOR SHALL INFILL THE OPENING

PENETRATION WITH MATERIALS THAT MATCH THE EXISTING

CONSTRUCTION OR AN APPROVED MATERIAL TO MAINTAIN THE

EXISTING FIRE-RATED OR AND SMOKE ASSEMBLY.

WHERE WALL AREAS ARE LEFT EXPOSED AS A RESULT OF AN

ADJUSTMENT IN FINISH CEILING HEIGHT, THE CONTRACTOR

SHALL REPAIR EXISTING WALL SURFACES TO MATCH EXISTING

OR PRODUCES A SMOOTH SURFACE TO RECEIVE NEW FINISHES

WHERE PIPES, CONDUITS, DUCTWORK, ETC. ARE TO BE

REMOVED FROM ANY FLOOR OR ROOF ASSEMBLY TO REMAIN

THE CONTRACTOR SHALL INFILL THE OPENING WITH

MATERIALS TO MAINTAIN DESIGNATED FIRE OR SMOKE RATING

AS INDICATED BELOW:

A: WHERE OPENINGS ARE ACCESSIBLE TO FOOT

TRAFFIC, OR EXPOSED TO VIEW, OR ARE GREATER

THAN 2" THE OPENING MUST BE FILLED WITH A

CONCRETE SYSTEM SIMILAR TO EXISTING.

B: AREAS NOT EXPOSED TO VIEW CONCEALED BY

CONSTRUCTION OR WHERE THE OPENING IS LESS

THAN 6" THE OPENING MUST BE FILLED WITH A UL

DESIGN SYSTEM AS SPECIFIED IN DIVISION 7 THROUGH

PENETRATION RESISTIVE MATERIAL"

IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES TO

REMAIN ARE DAMAGED DURING DEMOLITION, THEY SHALL BE

REPLACED OR REPAIRED TO CONFORM TO THE ORIGINAL FIRE

PROTECTION REQUIREMENTS. THE INTEGRITY OF EXISTING

RATED FLOOR, WALL, BARRIER, AND ROOF ASSEMBLIES TO

REMAIN SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF

CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY TESTED ASSEMBLIES TO BE USED FOR

REPAIRS.

ALTERNATES

NEW INTERIOR PARTITION

RATING LEGEND

1 HOUR FIRE BARRIER

COMMENTS TO NEW INTERIOR PARTITION RATING LEGEND

01 - A FIRE-RESISTANT-RATED WALL ASSEMBLY OF MATERIALS

DESIGNED TO RESTRICT THE SPREAD OF FIRE IN WHICH

CONTINUITY IS MAINTAINED. SHAFT, EXIT ENCLOSURES,

EXIT PASSAGEWAY WALLS AND OTHER FIRE BARRIERS.

02 - A VERTICAL ASSEMBLY OF MATERIALS DESIGNED TO

RESTRICT THE SPREAD OF FIRE IN WHICH OPENINGS ARE

PROTECTED. CORRIDOR WALLS AND OTHER FIRE

PARTITIONS.

03 - A FIRE-RESISTANT-RATED WALL HAVING PROTECTED

OPENINGS, WHICH RESTRICTS THE SPREAD OF FIRE AND

EXTENDS CONTINOUSLY FROM THE FOUNDATION TO OR

THROUGH THE ROOF, WITH SUFFICIENT STRUCTURAL

STABILITY UNDER FIRE CONDITIONS TO ALLOW THE

COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT

THE COLLAPSE OF THE WALL.

04 - SMOKE BARRIERS SHALL BE CONTINUOUS FROM AN

OUTSIDE WALL TO AN OUTSIDE WALL, FROM A FLOOR TO A

FLOOR, OR FROM A SMOKE BARRIER TO A SMOKE

BARRIER, OR BY USE OF A COMBINATION THEREOF.

05 - SMOKE BARRIER - LABELED DOORS ARE NOT REQUIRED.

06 - 1 HOUR FIRE PARTITION - CLASS 'B' OR 'C' DOORS

REQUIRED.

07 - SMOKE BARRIER WITH A 1 HOUR RATING - CLASS 'B' OR 'C'

DOORS REQUIRED.

08 - 2 HOUR FIRE BARRIER - CLASS 'B' DOORS REQUIRED.

09 - SMOKE BARRIER WITH A 2 HOUR RATING - CLASS 'B' OR 'C'

DOORS REQUIRED.

10 - NOTE: ALL CLASS 'B' DOORS ARE TO HAVE A 90 MINUTE

RATING.

1 HOUR FIRE PARTITION

2 HOUR FIRE BARRIER

2 HOUR FIRE WALL

SMOKE BARRIER WITH A 2 HOUR RATING

COMMENTS: 02 / 06

COMMENTS: 01

COMMENTS: 01 / 08

COMMENTS: 03

COMMENTS: 04 / 09

SMOKE BARRIER COMMENTS: 04 / 05

SMOKE BARRIER WITH A 1 HOUR RATING COMMENTS: 04 / 07

HAZARDOUS AREA(S) COMMENTS:

DEFINITIONS

OWNER: U.S. DEPARTMENT OF VETERANS AFFAIRS

REPRESENTED BY THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) OR THE RESIDENT

ENGINEER.

GC: GENERAL CONTRACTOR

CONTRACTOR:GENERAL CONTRACTOR

A/E: THE ARCHITECT AND ENGINEER(S) OF RECORD.

AHJ: THE AUTHORITY HAVING JURISDICTION - WHICH

IS THE OWNER.

UTILITY NOTES

CALL BEFORE YOU DIG:

TEXAS ONE CALL PARTICIPANTS REQUEST A MINIMUM 48 HOURS

NOTICE BEFORE YOU DIG, DRILL OR BLAST - STOP AND CALL:

TEXAS ONE CALL SYSTEM / 1-800-DIG-TESS (344-8377). THE

GENERAL CONTRACTOR IS TO COORDINATE WITH THE FACILITY

OWNER.

FT. BLISS DIG PERMIT REQUIREMENT:

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUBMIT,

COORDINATE AND OBTAIN A "DIG PERMIT" WITH THE

DIRECTORATE PUBLIC WORKS (DPW) WITH FORT BLISS. THE

GENERAL CONTRACTOR SHALL CONSIDER THE TIME IT TAKES

TO OBTAIN THIS PERMIT IN THEIR CONSTRUCTION SCHEDULE.

THIS IS FOR THE EXCAVATION FROM THE AT&T HANDHOLE TO

THE VA HOSPITAL BUILDING (APPROX. 5'-0") FOR THE

INSTALLATION OF CONDUIT AND FIBER OPTIC CABLE.

ATTIC STOCK

THE GC SHALL PROVIDE ATTIC STOCK AS FOLLOWS:

01 - NOT USED.

02 - 5% OF THE TOTAL SQUARE FOOTAGE OF VCT.

03 - 5% OF THE TOTAL LINEAR FOOTAGE OF RUBBER BASE.

04 - NOT USED.

05 - 5% OF THE TOTAL SQUARE FOOTAGE OF 2 X 2 LAY-IN

CEILING TILE.

THE GENERAL CONTRACTOR SHALL PROVIDE A LINE ITEM IN

THEIR BID FOR THIS MATERIAL EXCLUDING LABOR TO INSTALL.

THE GENERAL CONTRACTOR IS TO COORDINATE THE STORAGE

LOCATION WITH THE OWNER.

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

F2 ABBREVIATIONS AND ANNOTATIONS LEGEND F7 PROJECT SCOPE

E7 PROJECT DATA AND CODE INFO

D4 CONTRACTOR RESPONSIBILITIES

E6 DEMOLITION GENERAL NOTES

F4 CUTTING AND PATCHING GENERAL NOTES F6 ALTERNATES

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-001

INDEX AND GENERAL

INFORMATION

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

F5 NEW INTERIOR PARTITION RATING LEGEND

A5 DEFINITIONS

B5 UTILITY NOTES

C5 ATTIC STOCK NOTES

SHEET INDEX

ARCHITECTURAL

A-000 COVER SHEET

A-001 INDEX AND GENERAL INFORMATION

A-002 LIFE SAFETY PLAN

A-003 SITE PLAN - UTILITIES - ELECTRICAL

A-004 SITE PLAN - UTILITIES - GAS

A-005 UTILITIES - SEWER & WATER

A-006 SITE PLAN - FUTURE PROJECT

A-202 MECH ROOM HVAC - EXISTING

A-203 EXISTING HVAC PLAN

A-204 DEMOLITION CEILING PLAN - LEVEL ONE

A-301 NEW FLOOR PLAN - LEVEL ONE

A-302 NEW ENLARGED FLOOR PLAN

FIRE PROTECTION

FA001 COVER SHEET

FA101 1ST FLOOR PLAN

FA401 1ST FLOOR ENLARGED PLAN

FP001 COVER SHEET

FP101 1ST FLOOR PLAN

FP401 1ST FLOOR PLAN ENLARGED

FP501 DETAILS

INFORMATION TECHNOLOGY

TN001 COVER SHEET

TN002 GENERAL NOTES

TN003 SITE PLAN

TN101 1ST FLOOR PLAN

TN401 1ST FLOOR PLAN ENLARGED

TN402 1SR FL PLANS ENLARGED

TN403 1ST FL PLANS ENLARGED

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

REVISION SCHEDULE

No. DESCRIPTION DATE

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-002

LIFE SAFETY PLAN RELOCATE FACILITY

FIBER

05-20-2024 Checker Author

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

THE DASHED LINE INDICATES THE PROJECT AREA

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-003

SITE PLAN - UTILITIES -

ELECTRICAL

RELOCATE FACILITY

FIBER

05-20-2024 Checker Author

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

CONDUIT AND FIBER BY AT&T

HAND HOLE BY AT&T

REPRESENTS CONDUIT FROM

HAND HOLE TO DEMARC ROOM B100

BY GENERAL CONTRACTOR

MANHOLE 12 LOCATION

UTILITIES VAULT

RODRIGUEZ STREET

P I E

D R

A S

S T

R E

E T

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-004

SITE PLAN - UTILITIES - GAS RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

CONDUIT AND FIBER BY AT&T

FROM MANHOLE 12 TO HAND HOLE

HAND HOLE BY AT&T

REPRESENTS CONDUIT FROM

HAND HOLE TO DEMARC ROOM B100

BY GENERAL CONTRACTOR - FIBER INSTALLED BY AT&T

RODRIGUEZ STREET

P I E

D R

A S

S T

R E

E T

MAN HOLE 12 LOCATION -

UTILITIES VAULT

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-005

UTILITIES - SEWER &

WATER

RELOCATE FACILITY

FIBER

05-20-2024 Checker Author

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

CONDUIT AND FIBER BY AT&T

HAND HOLE BY AT&T

MANHOLE 12 LOCATION

UTILITIES VAULT

RODRIGUEZ STREET

P I E

D R

A S

S T

R E

E T

F2

PHOTO_10

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

M E C H

Y A R D

S

X X X X XXX

X X

E X

IS

T

IN

G

P A

R K

IN

G

E

A M

B U

L A

T O

R Y

C A

R E

F A

C

IL

IT

Y

E N

G

IN

E E

R

IN

G B

U

IL

D

IN

G

S E R V

IC

E

D O C K

RAMP UP

O X Y

S T O R

S T O R A G E

Y A R D

E M E R

G E N

L E V E L

.0

D ss ssss

P

IE

D R

A S

S T

R E

E T

UNDERGROUND MEP PATHWAY

SHOWN HATCHED. REMOVE PAVING

& SIDEWALK AS REQUIRED TO RUN

NEW UTILITIES. PAVING & SIDE WALK

TO BE REPLACED TO MATCH EXISTING

NEW UNDERGROUND OIL TANKS

NEW METAL BUILDING

8'-0" TALL SECURITY FENCE

ALL FOUR SIDES WITH TWO

14' ELECTRONIC SLIDING GATES

& TWO 3'-0" ELECTRICALLY LOCKING

MAN GATES. BASIS OF DESIGN:

AMERISTAR IMPASSE II FENCING

(AMERISTARPERIMETER.COM)

14' ELECTRONIC SLIDING

GATE WITH PUNCHKEY PAD.

REFER ILLUSTRATION AT

BOTTOM OF PAGE FOR

EXAMPLE.

EXISTING

DOCK

EXISTING LIGHT

POLE TO

RELOCATE 50'

NORTH OF THIS

LOCATION

NEW WHEEL STOPS

EXISTING LIGHT

POLE TO

REMAIN

HOSPTIAL

MECHANICAL

ROOM

EXISTING

HOSPITAL

BUILDING

HOSPTIAL

ELECTRICAL

ROOM

EXISTING

SANITARY SEWER

MANHOLE

LOCATION

EXISTING

ELECTRICAL

MANHOLE

8" RND, 4'-0"

TALL STEEL

BOLLARDS

FILLED WITH

CONCRETE

& PAINTED,

x10 TYP.SET

IN CONC.

3'-0" IN

GROUND

ELECTRICAL

PANELS

NEW WHEEL STOPS

RELOCATED

LIGHT POLE

REMOVE

PARKING LOT

STRIPING

WHERE SHOWN

DASHED, TYPPROVIDE NEW ANGLED 4"

WHITE PARKING LOT

STRIPING TO DEMARK NO

PARKING ZONE, TYP.

PROVIDE NEW 4"

NATURAL GAS LINE.

NEW

UNDERGROUND

UTILITIES

NEW WATER SUPPLY & RETURN SHALL RISE FROM

UNDERGROUND VERTICALLY UP THE WALL AND

ENTER THE BUILDING THROUGH THE WALL LOUVER.

MODIFY WALL LOUVER TO ACCOMODATE THESE

PIPES. REFER MEP FOR FURTHER INFORMATION AND

PIPE ROUTING WITHIN THE EXISTING HOSPITAL

MECHANICAL ROOM

EXISTING

STRIPED

MOTORCYCLE

PARKING

PROVIDE NEW 4"

NATURAL GAS LINE.

FROM EXISTING

RISER TO THE NEW

FACILITY. PATCH

PARKING LOT

PAVING AS

REQUIRED

3' MAN GATE WITH FRAME,

MAGNETIC LOCK, CARDKEY

PAD, CLOSER. REFER

ILLUSTRATION AT RIGHT

SIDE OF PAGE FOR

EXAMPLE.

14' ELECTRONIC SLIDING

GATE WITH PUNCHKEY PAD.

REFER ILLUSTRATION AT

BOTTOM OF PAGE FOR

EXAMPLE.

3' MAN GATE WITH FRAME,

MAGNETIC LOCK, CARDKEY

PAD, CLOSER. REFER

ILLUSTRATION AT RIGHT

SIDE OF PAGE FOR

EXAMPLE.

50' - 0" 50' - 0"

40' - 0"

1' - 6" 3' - 0"

1' - 6"3' - 0"

84' - 2 1/2"

21 3 4

B

E

YYY

XXX

M

EXISTING VA COURTYARD / PATIO

WBAMC / N.I.C.

(1) 4" CONDUIT BY AT&T

(1) 72 STRAND SINGLE MODE

FIBER BY AT&T

HANDHOLE BY AT&T

EXISTING UTILITIES VAULT @

RODRIGUEZ AND PIEDRAS STREETS

NEW FIBER PROJECT

THIS FUTURE PROJECT IS POSTPONED

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

PROJECT

AREA

INDICATES A FUTURE PROJECT THAT MAY

BE CONSTRUCTED BEFORE THE RELOCATE

FACILITY FIBER PROJECT. THE VA'S

FIBER VENDOR NEEDS TO AWARE OF

FUTURE UNDERGROUND UTILITIES IN THE

AREA WHERE TRENCHING WILL BE

REQUIRED.

INDICATES THE EXISTING VA FACILITY.

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-006

SITE PLAN - FUTURE

PROJECT

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

3/64" = 1'-0"

ARCHITECTURAL SITEF2 F8 KEYPLAN A-005

FULLY SPRINKLERED FACILITY

E8 CONSTRUCTION LEGEND

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

T

H H

H H

A

6"

5"

MPS(30)

6"

6"

1%%134"D

FD

1%%134"DFD

1"

2%%134"

DBU-1

MA-2

MA-1

MV-2

MV-1

SEP-1

SEP-2

DDC

H W H R

6"60"x72"x24" PIT WITH

CONDENSATE PUMPS

HOT WATER GENERATORS

REFER TO PLBG. DWGS.

HWHR

PCR

6"

RELIEF AIR

24x24

RTA RTA

RELIEF AIR

28x28

O.A. PLENUM O.A. PLENUM

AIR

EF-07

SEPARATOR

CONDENSATE PUMPING TRAP

(ARMSTRONG PT-206 OR SIM.)

CO

ND

EN

SA

TE

PU

MP

ING

TR

AP

CO

ND

EN

SA

TE

FR

OM

AH

U

4"

LP

R

DR

OP

INT

O

1% %1

4MP

S

(3 0)

TO

EX

IST

INGVE

NT

P

IPE

VE

NT

LIN

E

FSA-109

H W H

HWH

HWH

6"

4"

4"

4"

4"

6"

3"

1"

HWHHWH

2" HWH &

HWHR RTA

REF: H6.03

FOR CONTINUATION

DDC

2"

6"

6"

FOR CONTINUATION

REF: H6.03

REF: H6.03

FOR CONTINUATION

1"

3"

1" CON. DRAIN

DROP TO FD

1" CON. DRAIN

FC-1.5, FC-1.6

LP

R

LPR LPR

LP

R

LPRLPR

LPR

LP

R

LPR

4" BYPASS

LP

R

1%%132"

1"

1"

1"

3"

3"

2%%134"

1"

1"

%%136"

%%136"

6"

4"

3"

1%%132"

LPR

LPR

1" 1%%132" x1 x1

12x10 x1 x1

16x12

MPS(30)

MPS(30)

M P S(

MPS(55)

M P S(

MPS(30)

M P S(

8"

1"

1%%132"

8"

6" 1%%132"

6"

6"

5"

12"

CHR

2"

3"

2%%134"

CHR

CHR

3"

2%%134"

CHR

8" CHR

C H R

CHR

%%136"

CH

8"8"

CH

CH

8" CH 8"

C H

CH

2%%134"

PCR PCR

P C R

PCR

P C R

3" 3"

MPS(55) MPS(55)

1"

1"

48x1836x18

18x4818x36 18

AD AD

24x244 x 424x24 x2 4 36x24 x

24x24 36x24 x x

28x18 30x24 x x

36x24

18x28 24x30

RF-1.1

RF-1.2

AH-1.1AH-1.2

SA-1.2-01

SA-1.2-02

SA-1.1-02

SA-1.1-01

SH-1.1SH-1.2

AFM-1.2-02

AFM-1.1-02

AH-1.2 AH-1.1AFM-1.2-01 AFM-1.1-01

HWP-1

HWP-2

C-1

CP-2

CP-1

C-2

VSMC-1.2-01

VSMC-1.2-02 VSMC-1.1-01

VSMC-1.1-02

PRV-3

AF-1.2 PF-1.2 AF-1.1PF-1.1

WFM-1.2

WFM-1.1

EF-07

FC-1.6

FC-1.5

WFM-8

ET-3

VSMC-7 VSMC-8

WFM-1.2

WFM-1.1

F.DPR.

A.DA.D

F.DPR.

F.DPR.

A.D.

F S

S F

S F

F S

1" LPR DFA

2%%134"LPR DFA

1" LPR DFA

1%%132" MPS(55)

6" MPS (30)

8" CH &

CHR RTA

RTA

RTA

H3.01

H3.01

H3.03

H3.01

H3.01

H3.01

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

MECH. RM. C100 AND C106 FLOOR PLAN

H7.02

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

SECTION THRU MECHANICAL RM. C100

H7.02

H7.02

C

D

B.9

5 4 3

EQUIPMENT

MECHANICAL

C106

C100

MECH.

ROOM

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-202

MECH ROOM HVAC -

EXISTING

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

REVISION SCHEDULE

No. DESCRIPTION DATE

FOR REFERENCE AND COORDINATION -

CONDUIT INSTALLATION

T T

T

T

T

T

T T T

T

T

T

T

T

T

T

T

T

T

M6300

FEC

12x10 12x1012x10

9 3 x

37x24 %%160 x

24∅

12∅

6∅

24∅

12∅

10∅

16∅

12∅

12∅

16∅

10∅

12∅

12∅

10∅6∅

5∅

16∅

5∅

24∅

24∅24∅

31x18 %%160 24∅

20∅

16x12 x

14x8 x x

8x8 x x

12x10

R

8x6 x

8x6

12x10

24x24 24x24

8x6

16x16

8x68x6

8x6

16x16 x

8x8

8x6 x x x x

8x6

8x6

14x10 8x8

12x8

12x8 x x x x

8x6

14x10 x

8x88x8 x x

8x68x6

8x6

RD

x

12x8

D x

14x10 x

D x x

22x8 x

22x8 x

22x8 x

36x12 x

20x20 x x x

12x10 x

10x8 x x

8x8 x

16x12 x

12x10 x

8x8 x

D

D x

24x24 x

8x6 x

8x6

SPS 1.1

x x

10x10 x x

28x2428x2420x16

16x16 x

8x6 x

26x18 x

22x12 x x

8x6 x x x

8x6 x x

8x6 x x x

D

S D

.1 0

S D

.1

S D

.1 0

SD

1.1

S D

.1 0

S D

.1 2

SD

1.1

SD

1.1

SD

1.1

SD

1.1

SD

1.1

SD

1.1

SD

1.1

S D

.1 2

1SD

1.1

SD

1.1

S D

.1 1

S D

.1 1

SD

1.1

SD

1.2

10 13

17 19 22

CORRIDOR

STORAGE

ADP/MEDIA

UNSECURE

OFF

TRAINING

SPEC

CLOSET

HSKP

STORAGE

SUPPLY/EQUIP

TOILET/LKRS

SHOWER-F-HC

TOILET/LKRS

SHOWER-M-HC

PAY PHONES

OFF

PROGRAMMER

ANALYSIST

C O R R

ID

O R

EMCS

MECHANICAL

EQUIPMENT

STORAGE

EQUIPMENT

EXP JOINT

EWC

CORRIDOR

STORAGE

TRAINING

C O R R

ID

O R

AIR HANDLING

TRAINING

GENERAL

SPACE

SHELL

EQUIP

TEL/SWITCH

CORRIDOR

C O R R

ID

O R

COMPUTER

EQUIPMENT

CORRIDOR

SECT

OFF

C O R R

ID

O R

TRAINING

ADP

OFF

CHIEF

CORRIDOR

OFFICE

CLOSET

HSKP

C O R R

ID

O R

C1-7

D101

D123

D109

D110

D111D112

C1-11

D100

C 1-

C105A

C106

C103

C1-12

C1-10

C102

C 1-

C100

C101

SHELL-A

B100

C1-7

C 1-

B101

C1-9

C1-5

C 1-

A107

A108

C1-7

C105

D109

C 1-

1.11.2

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

HATCHED AREAS INDICATES

EXISTING HVAC THAT WILL

HAVE TO BE COORDINATED FOR

THE INSTALATION OF CONDUIT

AND FIBER. REFER TO SHEET A-202

FOR ADDITIONAL HVAC INFO.

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-203

EXISTING HVAC PLAN RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

F4 NEW - OVERALL_WIP

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

MECH. SHAFT

MECH. ROOM

C100

IT ENTRANCE RM.

C108

OPEN OFFICE

C107A

ROOM

B101

DEMARC

RM

B100

CORRIDOR C1-9

C109 C110

C O

R R

ID

O

R C

-8

PROJECT

AREA

INDICATES AREA OF EXISTING LAY-IN

CEILING / GRID THAT WILL HAVE TO BE

REMOVED TO INSTALL CONDUIT AND TO

INSTALL THE TWO WALLS THAT ARE TO BE

EXTENDED TO THE DECK ABOVE. INSTALL

NEW LAY-IN CEILING AND GRID WHERE THE

EXISTING WAS DAMAGED. THE CEILING

WORK IS NOT LIMITED TO THE AREA

SHOWN, IT CAN EXPAND BASED ON

REQUIREMENTS.

INDICATES EXISTING LAY-IN CEILING AND

GRID TO BE REMOVED.

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-204

DEMOLITION CEILING PLAN

- LEVEL ONE

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

3/16" = 1'-0"

DEMO - LEVEL 01 _WIPF3 F8 KEYPLAN A-204

FULLY SPRINKLERED FACILITY

E8 CLG PLAN DEMO FOR SHEET A-204

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

SPB 117

1152 Sq Ft

102 Sq Ft

132 Sq Ft 134 Sq Ft

1153 Sq Ft

152 Sq Ft152 Sq Ft

82 Sq Ft 50 Sq Ft 98 Sq Ft 98 Sq Ft 144 Sq Ft

81 Sq Ft

163 Sq Ft

257 Sq Ft 153 Sq Ft

390 Sq Ft

120 Sq Ft

120 Sq Ft

119 Sq Ft

92 Sq Ft

93 Sq Ft

331 Sq Ft

511 Sq Ft 543 Sq Ft

185 Sq Ft

60 Sq Ft

119 Sq Ft 104 Sq Ft

100 Sq Ft

814 Sq Ft

350 Sq Ft

S q

F t

136 Sq Ft

172 Sq Ft

183 Sq Ft

237 Sq Ft126 Sq Ft

156 Sq Ft

S q

F t

S q

F t

S q

F t

242 Sq Ft

2,566 Sq Ft

1,282 Sq Ft

592 Sq Ft

622 Sq Ft

3,111 Sq Ft

1,004 Sq Ft 926 Sq Ft

95 Sq Ft 50 Sq Ft

90 Sq Ft

311 Sq Ft

22 Sq Ft

118 Sq Ft

50 Sq Ft

138 Sq Ft

997 Sq Ft

139 Sq Ft

187 Sq Ft

111 Sq Ft 114 Sq Ft 109 Sq Ft153 Sq Ft

153 Sq Ft

115 Sq Ft

522 Sq Ft

S q

F t

122 Sq Ft

94 Sq Ft

161 Sq Ft

115 Sq Ft

43 Sq Ft

16 Sq Ft

968 Sq Ft

75 Sq Ft

382 Sq Ft 380 Sq Ft

143 Sq Ft 143 Sq Ft

513 Sq Ft

1181 Sq Ft

S q

F t

414 Sq Ft

S q

F t

S q

F t

S q

F t

2952 Sq Ft

75 Sq Ft L

84 Sq Ft

YYY

XXX

M

HH

(1) 4" CONDUIT BY AT&T

(1) 72 STRAND SINGLE MODE

FIBER BY AT&T

EXISTING UTILITIES VAULT @

RODRIGUEZ AND PIEDRAS STREETS

MECH. SHAFT

(2) 2" CONDUITS

W / INNERDUCT

A-302

F2

MECH. ROOM

C100

IT ENTRANCE RM.

C108

OPEN OFFICE

C107A

ROOM

B101

DEMARC

RM

B100

CORRIDOR C1-9

B107

B108

C113

C112

C111

C109 C110

C O

R R

ID

O

R C

-8

CORRIDOR C1-7

HAND HOLE BY AT&T

PROJECT DIRECTORY:

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

PROJECT

AREA

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-301

NEW FLOOR PLAN - LEVEL

ONE

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

F2

EXISTING FLOOR PLAN

F8

KEYPLAN A-301

FULLY SPRINKLERED FACILITY

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214-505-0659

EL PASO DEPT. OF VETERANS AFFAIRS

5001 N. PIEDRAS

EL PASO, TEXAS 79930

MR. STEVEN D. AMBRIZ / COR

T 915-564-610 EXT 6926

TLC ENGINEERING SOLUTIONS

8350 N. CENTRAL EXPRESSWAY - SUITE 775

DALLAS, TEXAS 75206

MR. RAYMOND LOPEZ

T. 214-540-5900

MECH. ROOM

C100

MECH. SHAFT

OPEN OFFICE

C107A

IT ENTRANCE RM.

C108

ROOM

B101

DEMARC

RM

B100

CORRIDOR C1-9

HH

B107

B108

C113

C112

C111

C109 C110

(2) 2" CONDUITS

W / INNERDUCT

EXISTING

EXISTING

EXISTING

EXISTING

E X

IS

T

IN

G

E X

IS

T

IN

G

E X

IS

T

IN

G

E X

IS

T

IN

G

EXISTING

EXISTING

E X

IS

T

IN

G

E X

IS

T

IN

G

EXISTING

EXISTING

EXISTING

E X

IS

T

IN

G

E X

IS

T

IN

G

E X

IS

T

IN

G

HANDHOLE BY AT&T THE

LID IS TO HAVE AN AT&T

LOGO ON IT

EXISTING ACCESS PANEL

REFER TO E4/A-302

EXISTING 2 HOUR FIRE BARRIER

EXISTING 1 HOUR FIRE BARRIER

EXISTING WALLS TO DECK

REPRESENTS CONDUIT FROM HANDHOLE

TO DEMARC ROOM B100 INSTALLED BY

THE GENERAL CONTRACTOR

C108

INDICATES 4'X'8' 3/4"

PLYWOOD (FIREPROOF)

TO BE ATTACHED TO THE

EXISTING WALL.

HOLD THE PLYWOOD PANEL

OFF THE FLOOR 6".

DO NOT COVER UP

ELECTRICAL / DATA OUTLETS.

REMOVE THE EXISTING DOOR / FRAME / HARDWARE.

PATCH & TEXTURE THE WALL TO MATCH THE

EXISTING AND PAINT THE WALL TO MATCH THE EXISTING.

PAINT

EXTEND THESE TWO

WALLS TO THE DECK

ABOVE - REFER TO

PHOTOS OF EXISTING

CONDITIONS; A1 THRU

E1 SHEET A-302.

CORRIDOR C1-7

REFER TO DETAIL

E2/A-302

REFER TO DETAIL

E2/A-302

EXISTING RATED DOOR

INSTALL TWO NEW 1 X 4 FLUOR.

LIGHT FIXTURES - SUSPEND FROM

STRUCTURE ABOVE WITH CHAINS.

COORD. HEIGHT / LOCATION WITH

EXISTING DUCTWORK.

REFER TO A7, B7, C7 / A-302

FORT BLISS DIG PERMIT REQUIREMENT:

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY

TO SUBMIT, COORDINATE AND OBTAAIN A "DIG PERMIT"

WITH THE DIRECTORATE PUBLIC WORKS (DPW) WITH

FORT BLISS. THE GENERAL CONTRACTOR SHALL

CONSIDER THE TIME IT TAKES TO OBTAIN THIS PERMIT

IN THEIR CONSTRUCTION SCHEDULE. THIS IS FOR THE

EXCAVATION FROM THE AT&T HANDHOLE TO THE VA

HOSPITAL BUILDING (APPROX. 5'-0") FOR THE

INSTALLATION OF CONDUIT AND FIBER OPTIC CABLE.

NEW DOOR

PROJECT

AREA

EXISTING ACCESS PANEL

EXISTING HANDRAIL AND

BUMPER GUARD TO BE

MODIFIED WHERE THE

NEW DOOR IS TO BE INSTALLED

EXISTING HANDRAIL TO BE

MODIFIED WHERE THE

NEW DOOR IS TO BE INSTALLED.

RETEXTURE AND PAINT THIS WALL,

MATCH THE COLOR

CORNER GUARD

IS TO REMAIN

EXISTING BUMPER GUARD IS TO BE

MODIFIED WHERE THE

NEW DOOR IS TO BE INSTALLED.

RETEXTURE AND PAINT THIS WALL,

MATCH THE COLOR

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-302

NEW ENLARGED FLOOR

PLAN

RELOCATE FACILITY

FIBER

05-20-2024 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

05-20-2024

EA03.0116

R E

L O

C A

T E

F A

C

IL

IT

Y

F

IB

E R

P H

A S

E

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

E A

.0

3/16" = 1'-0" EXISTING FLOOR PLAN - Callout 1F2

C O

R R

ID

O

R C

-8

F8 KEYPLAN A-302

FULLY SPRINKLERED FACILITY

E8 FINISH LEGEND

FINISHES FOR IT ENTRANCE ROOM C108

ARMSTRONG EXCELON SDT / OCEAN AIR: 51958 /

STATIC DISSIPATIVE FLOOR TILE - 12" X 12" /

COPPER GROUNDING STRIPS, ADHESIVE AND

POLISH.

ARMSTRONG THERMOPLASTIC RUBBER WALL

BASE / COVE / 4" HEIGHT / ALMOST NAVY # R48AN

SHERWIN WILLIAMS WALL PAINT / PURE WHITE /

SW 7005

D8 DOOR HARDWARE

A1 PHOTO_01

B1 PHOTO_02

C1 PHOTO_03

D1 PHOTO_04

E1 PHOTO_05 E2 MISC. DTL SHEET A-302

E4 PHOTO_06

A7 PHOTO_07

B7 PHOTO_08

C7 PHOTO_09

HARDWARE FOR DOOR C108

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

REVISION SCHEDULE

No. DESCRIPTION DATE

THE GC IS TO COORDINATE COMMISSIONING WITH EP VA

PHYSICAL SECURITY AND EP VA PACS SERVICE CONTRACTOR

DURING INSTALLATION OF CARD READER HARDWARE.

EXISTING DEMO DESCRIPTION

FACP

APS

RT

TB

TIC

XXXX

FIRE ALARM CONTROL PANEL

AUXILIARY POWER SUPPLY (SEE NAMING LEGEND)

(XXXX = APS NAMING)

REMOTE TEST STATION

TERMINAL BOX

TENANT INTERFACE CABINET

PHOTOELECTRIC SMOKE DETECTOR (INTELLIGENT)

P

P

R/T

HD

TS

PS

LA

AIM

ACM

ASM

WP

XX

XX

XX

XX

XX

J

DUCT-MOUNTED PHOTOELECTRIC SMOKE

DETECTOR (INTELLIGENT)

MANUAL PULL STATION (INTELLIGENT)

135 DEGREE FIXED TEMPERATURE & ROR HEAT DETECTOR

(INTELLIGENT)

FLOW SWITCH (BY OTHERS)

TAMPER SWITCH (BY OTHERS)

ALARM PRESSURE SWITCH (BY OTHERS)

HIGH/LOW AIR PRESSURE SWITCH (BY OTHERS)

ADDRESSABLE INPUT MODULE

ADDRESSABLE CONTROL MODULE

ADDRESSABLE SIGNAL MODULE

EXTERIOR WEATHERPROOF WALL-MOUNTED VISUAL APPLIANCE

(xx=CANDELA RATING)(WHITE COLOR)

WALL-MOUNTED AUDIO/VISUAL APPLIANCE (xx=CANDELA RATING)(WHITE

COLOR)

WALL MOUNTED VISUAL APPLIANCE (xx=CANDELA RATING)(WHITE

COLOR)

CEILING MOUNTED AUDIO/VISUAL APPLIANCE (xx=CANDELA RATING)

(WHITE COLOR)

CEILING MOUNTED VISUAL APPLIANCE (xx=CANDELA RATING)(WHITE

COLOR)

JUNCTION BOX

SIGNALING LINE CIRCUIT (SLC)

FIRE ALARM CONDUIT

PA/VE AUDIBLE NOTIFICATION ZONES

CONTINUATION LINE

CONDUIT UP/DOWN

FACP

APS

RT

TB

TIC

XXXX

FA

SLC

P

P

R/T

HD

TS

PS

LA

AIM

ACM

ASM

WP

XX

XX

XX

XX

XX

J

NEW

FACP

APS

RT

TB

TIC

XXXX

P

P

R/T

HD

TS

PS

LA

AIM

ACM

ASM

WP

XX

XX

XX

XX

XX

J

XXXX XX

CEILING MOUNTED VISUAL APPLIANCE

CEILING MOUNTED AUDIO APPLIANCE

A A A

1. ENSURE THE SYSTEM COMMUNICATIONS CABLING AND CONDUITS BETWEEN THE CONTROL

PANEL AND CONNECTED COMPONENTS ARE NOT DISTURBED THROUGHOUT ALL PHASES OF

THE PROJECT. LOCATE AND IDENTIFY THE FIRE ALARM SYSTEM CONDUITS SO THE CONDUITS

ARE NOT DAMAGED.

2. VERIFY ACTUAL QUANTITIES AND LOCATIONS OF EXISTING FIRE ALARM EQUIPMENT TO BE

DEMOLISHED WITH THE OWNER AND GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF

DEMOLITION WORK.

3. EXISTING FIRE ALARM CABLING TO REMAIN SHALL BE TESTED TO ENSURE PROPER SIGNAL

INTEGRITY. CABLING DETERMINED TO NOT PROVIDE PROPER SIGNAL INTEGRITY SHALL BE

REPLACED.

4. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION REGARDING SCOPE OF

DEMOLITION WORK AND PHASING.

5. CONTRACTOR SHALL NOT SPLICE CIRCUITS WHEN REMOVING DEVICES. INTERRUPTED

CIRCUITS ARE TO BE REWIRED WITH NEW WIRE BETWEEN DEVICES WITHOUT INTERRUPTION.

6. THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY AND DO NOT REFLECT FINAL SHOP

DRAWING DESIGN AND UNFORESEEN FIELD CONDITIONS THAT MAY REQUIRE CHANGES TO THE

DRAWINGS. THE CONTRACTOR IS EXPECTED TO ACCOUNT FOR ADJUSTMENTS IN PRICING,

FINAL SHOP DESIGN, INSTALLATION AND SCHEDULING.

7. WHEN RECONNECTING NOTIFICATION DEVICE(S) AND CIRCUIT(S), CONTRACTOR IS TO

RELOCATE END OF LINE RESISTOR TO THE LAST DEVICE ON THAT CIRCUIT AS NEEDED.

1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL LOCAL ADOPTED

CODES.

2. CABLE ROUTING SHOWN ON DRAWINGS IS FOR INTENT. EXACT ROUTING TO BE COORDINATED

WITH OTHER TRADES IN THE FIELD. SEE SPECIFICATIONS AND DRAWING NOTES FOR

ACCEPTABLE INSTALLATION METHODS.

3. PROVIDE ALL REQUIRED CONDUIT, BACKBOXES, AND FITTINGS FOR THE FIRE ALARM SYSTEM

CABLING. THE FIRE ALARM CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL

CONTRACTOR TO DETERMINE THE EXTENT OF ALL FIRE ALARM CONDUIT AND BACKBOX

REQUIREMENTS.

4. ALL CABLE RUNS SHALL BE INSTALLED IN A NEAT WORKMAN LIKE MANNER. IN ACCORDANCE WITH ARTICLE 760 OF THE NATIONAL ELECTRICAL CODE (NEC). ANY CABLING NOT INSTALLED IN

A NEAT AND PROFESSIONAL MANNER SHALL BE REMOVED AND REINSTALLED BY INSTALLER.

5. CONTRACTOR INSTALLING CABLE MUST MARK BOTH ENDS OF CABLE, PROVIDE A WIRE LEGEND

FOR ALL LOCATIONS AND PROVIDE A CONTINUITY TEST LOG FOR EACH CABLE.

6. ALL CONDUIT SHALL BE SUPPORTED FROM BUILDING STRUCTURE AND NOT FROM GRID, TILES, PIPING, DUCT, OR SUPPORT WIRES.

7. ALL JUNCTION BOXES AND ADDRESSABLE MODULES SHALL BE INSTALLED TIGHT TO

STRUCTURE OR AT THE BOTTOM OF STRUCTURE JOISTS. ALL JUNCTION BOXES AND CABLE

SPLICES SHALL BE ACCESSIBLE FOR SERVICE. PROVIDE ANY REQUIRED ACCESS PANELS.

8. ALL FIRE DETECTION AND ALERT NOTIFICATION SYSTEM CABLING SHALL BE INSTALLED IN

CONDUIT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

9. ALL FIRE ALARM CONDUIT CABLING IN FINISHED AREAS SHALL BE CONCEALED.

10. PRIOR TO WORK, COORDINATE DRILLING OF ANY HOLES (I.E. COLUMN PENETRATIONS) WITH

THE GENERAL CONTRACTOR AND ALL OTHER TRADES.

11. ALL CABLING, CONDUIT, AND BACKBOXES SHALL BE PROPERLY SUPPORTED, AS REQUIRED BY

ALL APPLICABLE CODES AND THE LOCAL AUTHORITY HAVING JURISDICTION.

12. FIRE ALARM CONDUCTORS SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT

MANUFACTURER FOR THE INTENDED PURPOSE. SHOULD MANUFACTURER OF FIRE ALARM

EQUIPMENT REQUIRE DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED, THE

LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED.

13. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANELS ONLY AS APPROVED BY THE EQUIPMENT

MANUFACTURER.

14. ALL FIRE ALARM CONDUIT AND JUNCTION BOXES SHALL BE RED. FLEX CONDUIT BETWEEN THE FIRE ALARM JUNCTION BOX AND DEVICE MOUNTING BOX THAT IS LESS THAN SIX (6) FEET IN

LENGTH IS NOT REQUIRED TO BE RED. DEVICE MOUNTING BOXES ARE NOT REQUIRED TO BE

RED.

SELECTIVE DEMOLITION NOTES

GENERAL NOTES

THE CONTRACTOR IS RESPONSIBLE FOR THE ALTERATIONS TO THE EXISTING FIRE ALARM SYSTEM.

INSTALLATION SHOP DRAWINGS & CALCULATIONS MUST BE SUBMITTED TO THE APPROPRIATE

AUTHORITIES FOR REVIEW PRIOR TO COMMENCEMENT OF THE WORK. THE CONTRACTOR MUST

FURNISH & INSTALL ALL CONDUITS, WIRE, FIRE ALARM EQUIPMENT AS IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. A FULLY TESTED & OPERATIONAL SYSTEM MUST BE DELIVERED TO THE OWNER.

FIRE ALARM SYSTEM OVERVIEW

1. INSTALL ALL HANGERS, CLAMPS, CONDUIT, AND BACKBOXES FOR THE FIRE ALARM

SYSTEM PRIOR TO THE APPLICATION OF FIREPROOFING ON STRUCTURAL MEMBERS.

2. INSTALL ALL HANGERS, CLAMPS, AND BACK BOXES FOR THE FIRE ALARM SYSTEM ON THE

EDGE OF ANY JOIST REQUIRING FIREPROOFING. BACK BOXES SHALL BE FASTENED TO THE

FLANGE OF THE JOIST UTILIZING BEAM CLAMPS, AND SHALL NOT BE ATTACHED DIRECTLY

TO THE JOIST.

3. ANY DAMAGE TO FIREPROOFING ON THE BUILDING STRUCTURE AS A RESULT OF THE FIRE

ALARM SYSTEM INSTALLATION SHALL BE REPAIRED BY A QUALIFIED FIREPROOFING

CONTRACTOR. ALL DAMAGE AND REPAIR OF FIREPROOFING SHALL BE REPORTED TO AND

COORDINATED THROUGH THE GENERAL CONTRACTOR. THE FIRE ALARM CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL FIREPROOFING REPAIRS AT NO ADDITIONAL COST TO

THE OWNER.

4. VERIFY LOCATIONS OF ALL FIREPROOFING, PRIOR TO THE INSTALLATION OF ANY FIRE

ALARM CONDUIT AND BACKBOXES.

5. PENETRATIONS IN FIRE RATED ASSEMBLIES RESULTING FROM THE REMOVAL OF EXISTING

FIRE ALARM EQUIPMENT, CONDUIT, OR CABLING SHALL BE FIRE STOPPED PER THE LATEST

EDITION OF THE UL FIRE RESISTANCE DIRECTORY. REFER TO THE FIRE ALARM DETAIL

PLANS FOR EXTENT AND TYPE OF FIREPROOFING.

1. ALL THROUGH-PENETRATIONS OF FIRE-RATED WALLS AND FLOORS SHALL BE FIRE-

STOPPED TO MEET THE MINIMUM REQUIRED RATINGS FOR EACH CONDITION.

2. FIRE-RATED GYPSUM BOARD WALLS CONSTRUCTED AS DESCRIBED IN THE INDIVIDUAL

U300 OR U400 SERIES DESIGNS IN THE U.L. FIRE RESISTANCE DIRECTORY (GENERALLY

DOUBLE THICKNESS WALLBOARD) SHALL BE FIRE-STOPPED WITH U.L. W-L-1001 SYSTEMS

OR APPROVED EQUAL.

3. ALL REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOORS OR WALLS, AND

ALL U.L. CLASSIFIED CONCRETE BLOCK WALLS SHALL BE FIRE-STOPPED WITH U.L. C-

AJ-1045 SYSTEMS OR APPROVED EQUAL.

FIREPROOFING NOTES

FIRESTOP NOTES

R F

O P

E

ESN

LICE

OI

SE

S

LAN

E

ND

GN

I

E R

S

TEFETA

O

T X

SA

DANIEL P.