Attachment 1 - 67416016 Remodel Amphitheater 100 percent CD Drawings.pdf

Department

Veterans Affairs of

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

GI-001

COVER SHEET

BUILDING 163 CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504

PROJECT: REMODEL AMPHITHEATER

PROJECT NO. : 674-16-016

100% CONSTRUCTION DOCUMENTS

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

GI-002

DRAWING INDEX

ARCHITECTURAL

DRAWING INDEX

STRUCTURAL

MECHANICAL

ELECTRICAL

PLUMBING

GI-001 COVER SHEET

GI-002 DRAWING INDEX

GI-003 DOCUMENT ORGANIZATION, AND GENERAL NOTES

GI-004 SITE PLAN

GI-005 LIFE SAFETY PLANS

AD-101 FIRST FLOOR DEMOLITION PLAN

AD-102 SECOND FLOOR DEMOLITION PLAN

AD-103 DEMOLITION REFLECTED CEILING PLANS

AD-104 SITE PHOTO MARK-UP FIRST FLOOR

AD-105 SITE PHOTO MARK-UP MEZZANINE

A-101A FIRST LEVEL FLOOR PLAN

A-101B FIRST LEVEL FLOOR DIMENSION PLAN

A-102A SECOND LEVEL FLOOR PLAN

A-102B SECOND LEVEL DIMENSION PLAN

A-500 PARTITION TYPES

A-501 DOOR SCHEDULE & HEAD/JAMB/SILL DETAILS

A-600 ADD ALTERNATES - RESTROOM PLANS AND ELEVATIONS

A-620 INTERIOR ELEVATIONS

A-700 REFLECTED CEILING PLANS

A-720 CEILING DETAILS

A-750 INTERIOR DETAILS

A-751 INTERIOR DETAILS

A-760 STAGE SCREEN DETAILS

A-761 STAGE SCREEN DETAILS

A-770 STAGE CURTAIN DETAILS

A-801 FLOOR PATTERN PLANS

A-802 FINISH FLOOR PLANS

A-810 ROOM FINISH SCHEDULE AND MATERIAL FINISH LEGEND

A-820 NEW FURNITURE PLAN

A-830 SIGNAGE

S-101 NOTES, SECTIONS & DETAILS

S-102 SPECIAL INSPECTION NOTES

SD-201 DEMOLITION PLAN

S-201 FIRST FLOOR FRAMING PLAN

S-202 ROOF PLAN

S-301 SECTIONS & DETAILS

S-302 SECTION

E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED-101 LIGHTING DEMOLITION FLOOR PLAN - LEVEL 1

ED-102 LIGHTING DEMOLITION FLOOR PLAN - MEZZANINE

ED-201 ELECTRICAL DEMOLITION FLOOR PLAN - LEVEL 1

ED-202 ELECTRICAL DEMOLITION FLOOR PLAN MEZZANINE

E-101 LIGHTING FLOOR PLAN - LEVEL 1

E-102 LIGHTING FLOOR PLAN - MEZZANINE

E-201 POWER AND SPECIAL SYSTEMS FLOOR PLAN - LEVEL 1

E-202 POWER AND SPECIAL SYSTEMS FLOOR PLAN - MEZZANINE

E-301 ELECTRICAL ONE-LINE DIAGRAM

E-401 ELECTRICAL SCHEDULES

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

M-000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD-101 MECHANICAL DEMOLITION FLOOR PLAN - LEVEL 1

MD-102 MECHANICAL DEMOLITION FLOOR PLAN - MEZZANINE

M-101 MECHANICAL FLOOR PLAN - LEVEL 1

M-102 MECHANICAL FLOOR PLAN - MEZZANINE

M-201 MECHANICAL SCHEDULES AND DETAILS

P-000 PLUMBING SYMBOLS AND ABBREVIATIONS

PD-101 PLUMBING DEMOLITION FLOOR PLAN - LEVEL 1

PD-102 PLUMBING DEMOLITION FLOOR PLAN - MEZZANINE

P-101 PLUMBING FLOOR PLAN - LEVEL 1

P-102 PLUMBING FLOOR PLAN - MEZZANINE

P-201 PLUMBING SCHEDULES AND DETAILS

TECHNOLOGY

T-0.01 TECHNOLOGY SYMBOL LEGEND

T-2.14 AMPHITHEATER - FIRST FLOOR - TECHNOLOGY PLAN

T-2.15 AMPHITHEATER - SECOND FLOOR - TECHNOLOGY PLAN

T-6.01 TECHNOLOGY DETAILS

T-6.02 TECHNOLOGY DETAILS

T-6.03 ELECTRICAL SCHEDULES

T-6.04 ELECTRICAL SCHEDULES

TE-.01 ELECTRICAL SYMBOL LEGEND

TL-2.11 AMPHITHEATER - FIRST FLOOR - THEATRICAL LIGHTING PLAN

TL-2.12 AMPHITHEATER - SECOND FLOOR - THEATRICAL LIGHTING PLAN

GENERAL PROJECT NOTES:

THE GENERAL PROJECT NOTES ARE PART OF THE

CONTRACTOR'S SCOPE OF WORK. THEY SHALL BE FOLLOWED IN

CONJUNCTION WITH AND IN ADDITION TO VHA MASTER

SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS

AND MUST BE INCLUDED AS PART OF THE CONTRACTOR'S BASE

PROJECT.

COORDINATION:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING

AND FULLY UNDERSTANDING ALL ASPECTS OF THE CONTRACT

DOCUMENTS INCLUDING COORDINATION BETWEEN THE

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE

BROUGHT IMMEDIATELY TO THE CONTRACTING OFFICER

REPRESENTATIVE (COR) ATTENTION IN WRITING FOR

CLARIFICATION.

2. IN THE EVENT THAT A DISCREPANCY IS DISCOVERED BETWEEN

THE DRAWINGS AND SPECIFICATIONS AND THE CONTRACTOR IS

UNABLE TO RECEIVE CLARIFICATION PRIOR TO SUBMISSION OF

THE BASE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR INCLUDING IN THE PRICING THE WORK OR ITEMS OF

GREATEST VALUE. ANY OMISSION OR CLAIM OF OMISSION IN THIS

PROJECT BECAUSE OF SUCH A DISCREPANCY WILL NOT, UNDER

ANY CIRCUMSTANCES, BE GROUNDS FOR ADDITIONAL FUNDS TO

THE OWNER AFTER THE PROJECT IS AWARDED. ANY SCOPE OF

WORK INDICATED IN THE CONSTRUCTION DOCUMENTS WILL

BE ASSUMED TO HAVE BEEN INCLUDED IN THE BASE BID. A

GENERAL CONTRACTOR (G.C.) SHALL NOT CLAIM ADDITIONAL

FUND BASED ON AN UNINTENTIONAL OMISSION IN THE BASE BID

ESTIMATES. AN ERROR OF THIS TYPE ON THE PART OF THE G.C.

OR IT'S SUBS IS NOT GROUNDS FOR CLAIMING ADDITIONAL

FUNDS. THIS IS DEEMED INAPPROPRIATE IN A COMPETITIVE

BIDDING SITUATION AND UNFAIR TO BOTH OTHERS BIDDERS AND

THE VA. ANY ISSUE LIKE THIS MUST BE ADDRESSED DURING

CONTRACT NEGOTIATIONS WITH THE VA AND PRIOR THE

ACTUALLY AWARDING OF THE CONTRACT.

3. THE CONTRACTOR SHALL ENSURE THAT SERVICES TO

ADJACENT AREAS AFFECTED BY CONSTRUCTION SHALL REMAIN

FULLY OPERATIONAL DURING CONSTRUCTION. IF ANY

DISRUPTION OF SERVICES IS NECESSARY, THE CONTRACTOR

SHALL NOTIFY THE COR AT LEAST 48 HOURS IN ADVANCE PRIOR

TO SUCH DISRUPTION. REFER TO SPECIFICATION SECTION 01 00

00, 1.6 "OPERATIONS AND STORAGE AREAS", SUBSECTION K,

"UTILITIES SERVICES".

EXISTING CONDITIONS:

1. THE CONTRACTOR SHALL FIELD VERIFY AND INVESTIGATE

EXISTING BUILDING CONDITIONS IN ORDER TO FAMILIARIZE

THEMSELVES WITH THE EXTENT OF DEMOLITION AND NEW

CONSTRUCTION AS DESCRIBED IN THESE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL REASONABLY DETERMINE

THE IMPACT THAT DEMOLITION AND NEW CONSTRUCTION WILL

HAVE ON EXISTING BUILDING SYSTEMS INCLUDING BUT NOT

LIMITED TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,

COMMUNICATION, AND ALL OTHER FACTORS THAT WILL AFFECT

THE PROJECT. FAILURE TO DO SO WILL NOT BE GROUNDS FOR

ADDITIONAL FUNDS TO THE OWNER AFTER PROJECT HAS BEEN

AWARDED.

2. THE CONTRACTOR SHALL REPORT ALL UNFORESEEN

CONDITIONS DISCOVERED DURING INSPECTIONS OR DURING

CONSTRUCTION IMMEDIATELY TO THE COR FOR CLARIFICATION

OR DIRECTION, BEFORE CONTINUING WITH THAT PORTION OF THE

WORK. UNFORESEEN CONDITIONS SHALL INCLUDE BUT NOT BE

LIMITED TO CONDITIONS NOT VISUALLY DISTINGUISHABLE OR

DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND

AS-BUILT INFORMATION.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING

CONSTRUCTION OUTSIDE OF CONSTRUCTION LIMITS LINE

DAMAGED BY CONTRACTOR'S OPERATIONS AND CONSTRUCTION

ACTIVITIES AND FOR ALL AREAS WITHIN THE CONSTRUCTION

LIMITS LINE DAMAGED AND NOT INDICATED IN THESE DOCUMENTS

TO BE REMOVED. EXISTING CONSTRUCTION SHALL INCLUDE BUT

NOT BE LIMITED TO EXPOSED OR UNEXPOSED UTILITIES,

ADJACENT AREAS OF THE EXISTING BUILDING, WALLS, AND

FINISHES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND

LAWFUL REMOVAL AND OFF-SITE DISPOSAL OF TRASH, DEBRIS OR

UNSALVAGED ITEMS REMOVED DURING DEMOLITION IN

ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS

INCLUDING CITY OF SAN ANTONIO, COUNTY AND STATE

REGULATIONS. THE PROJECT SITE SHALL BE CLEANED ON A DAILY

BASIS OR AS DIRECTED BY THE COR DURING CONSTRUCTION

ACTIVITIES TO PREVENT ACCUMULATION. THIS INCLUDES

COMPLIANCE WITH HOSPITALS INFECTION CONTROL

REQUIREMENTS.

5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE

CODES AND REGULATIONS FOR CONSTRUCTION SAFETY AND

INSPECTION PROCEDURES.

6. THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A

CONSTRUCTION LIMIT LINE AS TO PREVENT WORKERS,

MATERIALS OR EQUIPMENT FROM INTERACTING WITH OTHER

AREAS OUTSIDE OF THE CONSTRUCTION LIMITS LINE OCCUPIED

BY PATIENTS, STAFF OR IN AREAS OCCUPIED BY THE GENERAL

PUBLIC UNLESS OTHERWISE REQUIRED BY THESE DOCUMENTS.

7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO

PROTECT AND PROVIDE SAFETY AND SECURITY FOR ALL

OCCUPANTS. THE CONTRACTOR SHALL PROVIDE SECURITY

MEASURES AS REQUIRED FOR PROTECTION FROM VANDALISM,

THEFT, DAMAGE TO CONSTRUCTION SITE AND PROTECTION OF

THE GENERAL PUBLIC FROM HAZARDOUS OR DANGEROUS

CONDITIONS AT ALL TIMES DURING CONSTRUCTION.

8. THE CONTRACTOR MAY ORDER MATERIALS ON AN "AS NEEDED"

BASIS AS THE JOB PROGRESSES AND STORE ON SITE IN THE

DESIGNATED LAY DOWN AREA WHERE DIRECTED BY THE COR.

9. THE CONTRACTOR SHALL KEEP AND MAINTAIN A FIRE WATCH

MONITOR LOG THAT SHALL BE KEPT ON AN HOURLY BASIS.

COORDINATE REQUIREMENTS WITH VA COR.

SAFETY / SECURITY:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND

LAWFUL REMOVAL AND OFF-SITE DISPOSAL OF TRASH, DEBRIS OR

UNSALVAGED ITEMS REMOVED DURING DEMOLITION IN

ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS

INCLUDING CITY OF SAN ANTONIO, COUNTY AND STATE

REGULATIONS. THE PROJECT SITE SHALL BE CLEANED ON A DAILY

BASIS OR AS DIRECTED BY THE COR DURING CONSTRUCTION

ACTIVITIES TO PREVENT ACCUMULATION. THIS INCLUDES

COMPLIANCE WITH HOSPITALS INFECTION CONTROL

REQUIREMENTS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE

CODES AND REGULATIONS FOR CONSTRUCTION SAFETY AND

INSPECTION PROCEDURES.

3. THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A

CONSTRUCTION LIMIT LINE AS TO PREVENT WORKERS,

MATERIALS OR EQUIPMENT FROM INTERACTING WITH OTHER

AREAS OUTSIDE OF THE CONSTRUCTION LIMITS LINE OCCUPIED

BY PATIENTS, STAFF OR IN AREAS OCCUPIED BY THE GENERAL

PUBLIC UNLESS OTHERWISE REQUIRED BY THESE DOCUMENTS.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO

PROTECT AND PROVIDE SAFETY AND SECURITY FOR ALL

OCCUPANTS. THE CONTRACTOR SHALL PROVIDE SECURITY

MEASURES AS REQUIRED FOR PROTECTION FROM VANDALISM,

THEFT, DAMAGE TO CONSTRUCTION SITE AND PROTECTION OF

THE GENERAL PUBLIC FROM HAZARDOUS OR DANGEROUS

CONDITIONS AT ALL TIMES DURING CONSTRUCTION.

5. THE CONTRACTOR MAY ORDER MATERIALS ON AN "AS NEEDED"

BASIS AS THE JOB PROGRESSES AND STORE ON SITE IN THE

DESIGNATED LAY DOWN AREA WHERE DIRECTED BY THE COR.

6. THE CONTRACTOR SHALL KEEP AND MAINTAIN A FIRE WATCH

MONITOR LOG THAT SHALL BE KEPT ON AN HOURLY BASIS AS

NEEDED. COORDINATE REQUIREMENTS WITH VA COR.

CONSTRUCTION SETS:

1. THE CONTRACTOR SHALL KEEP AND MAINTAIN TWO

COMPLETE AND UPDATED SETS OF CONSTRUCTION DRAWINGS

AND SPECIFICATIONS AT THE CONSTRUCTION SITE THROUGH

THE DURATION OF CONSTRUCTION FOR REVIEW AND

REFERENCE BY COR AND ARCHITECT. THIS SHALL INCLUDE ALL

DOCUMENTS WHICH CHANGE, MODIFY OR REVISE THE SCOPE

OF WORK AND/OR THE COST OF THE PROJECT. REFER TO

SPECIFICATION SECTION 01 00 00, 1.14 "AS BUILT DRAWINGS".

CORRESPONDENCE / INSTRUCTIONS:

1. ALL CORRESPONDENCE INCLUDING BUT NOT LIMITED TO

CHANGES IN THE SCOPE OF WORK, CHANGES IN COST,

REQUESTS FOR INFORMATION, DIRECTIONS, INSTRUCTIONS,

APPROVALS, CLARIFICATIONS, GENERAL CORRESPONDENCE,

ETC.. SHALL BE DIRECTED TO THE COR.

MISCELLANEOUS:

1. THE TERM "PROVIDE" AS USED IN THESE CONTRACT

DOCUMENTS MEANS ALL WORK TO BE ACCOMPLISHED BY THE

CONTRACTOR TO INCLUDE FURNISHING, INSTALLING, MODIFYING

AND CONNECTING ALL SPECIFIED ITEMS IN ACCORDANCE WITH

THE PLANS AND SPECIFICATIONS.

2. THE TERMS "APPROVED EQUAL", "EQUAL TO", "ACCEPTABLE",

"MATCH EXISTING" OR OTHER GENERAL QUALIFYING TERMS

MEAN THAT MATERIALS SPECIFIED HAVE BEEN SUBSTITUTED BY

THE GENERAL CONTRACTOR WITH MATERIALS SIMILAR IN

QUALITY AND PERFORMANCE THAT THE ARCHITECT HAS

DETERMINED ARE WITHIN THE GUIDELINES ESTABLISHED BY

THESE CONTRACT DOCUMENTS.

3. THE TERM "TYPICAL" AS USED IN THESE DOCUMENTS MEANS

THAT A SPECIFIC CONDITION, INCLUDING DIMENSIONS, THE USE

OF MATERIALS, THE INTEGRATION OF MATERIALS OR

OTHER ASPECTS OF CONSTRUCTION ARE CONSISTENTLY

DUPLICATED ELSEWHERE IN THESE DOCUMENTS.

4. PARKING IS EXTREMELY LIMITED ON THE VA CAMPUS. NO

DEDICATED CONTRACTOR PARKING ON SITE WILL BE AVAILABLE

DURING THE DURATION OF THE CONSTRUCTION PROJECT.

CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN

SUBMITTING BIDS.

INFECTION PREVENTION NOTES:

1. THE INFECTION PREVENTION OFFICE SHALL BE NOTIFIED OF

ALL PRE-CONSTRUCTION MEETINGS.

2. THE ICRA (INFECTION CONTROL RISK ASSESSMENT SHALL BE

WRITTEN AND AMENDED INTO THE CONTRACT AND

SPECIFICATIONS FOR CONSTRUCTION PROJECT TO PREVENT

COST DISCREPANCIES.

3. THE CONTRACTOR SHALL CLEAN THE WHEELS AND OUTSIDE

OF ALL CARTS AND EQUIPMENT

GOING IN AND OUT OF THE CONSTRUCTION SITE.

CONSTRUCTION SAFETY NOTES:

1. WORK SITE SHALL BE SECURED BY LOCK WHEN NO

EMPLOYEES ARE PRESENT ON SITE.

2. FLOOR MATS AND STICKY MATS LOCATED AT THE ENTRANCE

TO THE CONSTRUCTION AREA SHALL BE REPLACED AS NEEDED

(AT APPROXIMATELY 75% USED).

3. GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE

REMOVED PROMPTLY, AT LEAST DAILY.

4. HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY

TO MAINTAIN LIFE SAFETY AND CODE REQUIREMENTS.

5. ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE

POSTED ON JOB SITE.

6. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE

CONSTRUCTION AREA.

7. HOT WORK PERMITS SHALL BE ISSUED WHEN NECESSARY.

8. SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL

TIMES THROUGH DURATION OF CONSTRUCTION.

9. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN

SAFETY AND ENVIRONMENTAL ISSUES MINIMUM 30 HOURS FOR

SUPERINTENDENT AND 10 HOURS FOR WORKERS. PROVIDE

OSHA CARDS.

10. CONTRACTORS SHALL COMPLETE AN INFECTION CONTROL

TRAINING PER VHA GUIDELINES. A COPY OF TUBERCULOSIS

PAPERWORK SHALL BE PROVIDED TO INFECTION CONTROL IN

ORDER TO OBTAIN IC STICKER.

11. EXTENSION CORDS SHALL BE PROTECTED AND

DISCONNECTED AT THE END OF EACH DAY.

DOCUMENT ORGANIZATION:

THIS SET OF CONSTRUCTION DOCUMENTS IS PRESENTED IN TWO

PARTS: A SET OF TECHNICAL SPECIFICATIONS AND A SET OF 30"

X 42" DRAWINGS.

SPECIFICATIONS:

SPECIFICATIONS ARE ORGANIZED ACCORDING TO THE MASTER

FORMAT 2004 (MF04) AS FOLLOWS. NOT ALL SECTIONS APPLY TO

THIS JOB AND NOT ALL SECTIONS ARE LISTED.

DIVISION 0 PROCUREMENT AND CONTRACTING

REQUIREMENTS

DIVISION 1 GENERAL REQUIREMENTS

DIVISION 2 EXISTING CONDITIONS

DIVISION 3 CONCRETE

DIVISION 4 N/A

DIVISION 5 METALS

DIVISION 6 WOOD, PLASTICS AND COMPOSITES

DIVISION 7 THERMAL AND MOISTURE PROTECTION

DIVISION 8 OPENINGS

DIVISION 9 FINISHES

DIVISION 10 SPECIALTIES

DIVISION 11 EQUIPMENT

DIVISION 12 FURNISHINGS

DIVISION 13 N/A

DIVISION 14 N/A

DIVISION 21 FIRE SUPPRESSION

DIVISION 22 PLUMBING

DIVISION 23 MECHANICAL

DIVISION 26 ELECTRICAL

DIVISION 27 COMMUNICATIONS

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

DIVISION 31 N/A

DIVISION 32 N/A

DIVISION 33 N/A

1A

NEW WALL CONSTRUCTION AS SCHEDULED,

REFER TO WALL TAG FOR WALL TYPE

EXISTING WALL TO REMAIN

N.I.C HATCHED AREA NOT IN CONTRACT

EXISTING CONSTRUCTION TO BE REMOVED

OR LINE OF CONSTRUCTION BEYOND

TYPICAL CENTERLINE

1 KEYNOTE

FLOOR ELEVATION CHANGE

NORTH ARROW

PL

AN

NO

RT

H

TR

UE

NO

RT

H

DRAWING TITLE SYMBOLS

DRAWING NAME

DETAIL SYMBOLS

SHEET IDENTIFIER FOR

LOCATION OF DETAIL

DETAIL LOCATION

ON SHEET GRID

DRAWING SCALE

DRAWING LOCATION ON SHEET GRID

A101 A1

SIM

PLAN DETAIL

DIRECTION OF SECTION

DIRECTION OF DETAIL SECTION

TERMINATION OF

DETAIL SECTION

BUILDING SECTION LOCATION

ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF SECTION

DETAIL SECTION LOCATION ON

SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF DETAIL SECTION

A1 A-101

SIM

A1

A-101

SIM

A1

A-101

SIM

ELEVATION SYMBOLS

BUILDING SECTION DETAIL SECTION

WALL TYPE

DOOR

NUMBER

COLUMN GRID REFERENCE

A

100A

ELEVATION INDICATORS

ROOM NAME

& NUMBER

ROOM NAME

888W

LEVEL NAME

0' - 0"

A-250A1

INTERIOR ELEVATION

GENERAL ANNOTATION SYMBOLS

ELEVATION LOCATION

ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF ELEVATION

DIRECTION OF ELEVATION

PLAN SYMBOLS

HEIGHT OFFSET

FROM BASE LEVEL

ROOM INDICATORS

0' - 0"

LEVEL INDICATOR

LINE

SPOT ELEVATION

150 SF

ROOM NAME

1 OCC

OCC Type / SF per OCC

ROOM OCCUPANCY

0' - 0"

TYPE CEILING TYPE

CEILING HEIGHT

1A

REVISION INDICATOR

REVISION NUMBER

CENTERLINE

SYMBOL

1' - 4"

4"

TYPICAL DIMENSION INDICATOR

CENTERLINE

LINETYPE

AREA REVISED

VIEW TITLE 1

SCALE: XX = 1' - 0"

SYMBOLS LEGEND:

ABBREVIATIONS:

A.B. ANCHOR BOLT

ABV. ABOVE

A/C AIR CONDITIONED

ACOUS. ACOUSTIC

A.C.U. AIR CONDITIONING UNIT

ADD. ADDITIVE

A.D. ACCESS DOOR

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

ALUM. ALUMINUM

ALT. ALTERNATE

ANOD. ANODIZED

A.P. ACCESS PANEL

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

A.T. ACOUSTIC TILE

AVG. AVERAGE

A.W. AREA WAY

BIT. BITUMEN

BLDG. BUILDING

BLKG. BLOCKING

BLW. BELOW

BM. BEAM

BR. BRICK

BTM. BOTTOM

BTWN. BETWEEN

B.U. BUILT-UP

C. CONCRETE

CAB. CABINET

C C GENERAL CONTRACTOR

SUPPLIED AND INSTALLED

CEM. CEMENT

CER. CERAMIC

C.F. CEILING FIXTURE

C.G. CORNER GUARD

C.I. CAST IRON

C.J. CONTROL JOINT

CL. CLEAR

CLG. CEILING

CLO. CLOSET

C.M.U. CONCRETE MASONRY UNIT

C. OR CONC. CONCRETE

COMP. COMPRESSIBLE

COMPD. COMPACTED

COL. COLUMN

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.R.S. CORROSION RESISTANT STEEL

CSK. COUNTERSUNK

C.T. CERAMIC TILE

CTR. COUNTER

DBL. DOUBLE

DEB. DEDUCTIVE

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DR. DOOR

D.S. DOWN SPOUT

DWG(S). DRAWING(S)

EA. EACH

E.B. EXPANSION BOLT

E.F. EXHAUST FAN

E.I.F.S. EXTERIOR INSULATED

FISHED SYSTEM

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

EL. OR ELEV. ELEVATION

E.P. ELECTRICAL PANEL

EPY. EPOXY (COATINGS)

EQ. EQUAL OR EQUALLY

EQUIP. EQUIPMENT

ETC. ET CETERA

EXIST. EXISTING

EXP. EXPANSION OR EXPOSED

EXT. EXTERIOR

F.A.I. FRESH AIR INTAKE

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN

F.D.V. FIRE DEPARTMENT VALVE

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FLASH. FLASHING

FL. FLOOR

F.P. FIRE PARTITION

FR. FRAME

FT. FOOT

FTG. FOOTING

FURR. FURRING

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

GEN. GENERAL

G.I. GALVANIZED IRON

GL. GLASS

GOVT. GOVERNMENT

GR. GRADE

GYP. GYPSUM

G.W.B. GYPSUM WALL BOARD

H.A.C. HOUSE KEEPING AIDS CLOSET

H.B. HOSE BIB

H.C.A. HEADED CONCRETE ANCHOR

HD. HAND

HDWD. HARDWOOD

HGT. HEIGHT

H.M. HOLLOW METAL

H.O. HOLD OPEN

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

HTG. HEATING

HW. HARDWARE

I.D. INSIDE DIAMETER

IMP. IMPREGNATE

IN. INCH

INCL. INCLUDED

INFO. INFORMATION

INSUL. INSULATE/INSULATION

INT. INTERIOR

I.P.S. INSIDE PIPE SIZE

JT. JOINT

CONT. CONTINUOUS

K.P. KICK PLATE

KW. KILOWATT

KWH. KILOWATT HOUR

LAM. LAMINATE

LAV. LAVATORY

LB(S). POUND(S)

L.L.V. LONG LENGTH VERTICAL

L.P. LOW POINT

MACH. MACHINE

MAINT. MAINTENANCE

MAS. MASONRY

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL,

AND PLUMBING

M.E.S. METAL EDGE STRIP

MET. METAL

MFR. MANUFACTURER

MGMT. MANAGEMENT

M.H. MAN HOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODIFIED

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG. MOUNTING

MULTI. MULTIPLE

N/A NOT APPLICABLE

N.F.P.A. NATIONAL FIRE PROTECTION

ASSOCIATION

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.R.C. NOISE REDUCTION COEFFICIENT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFF. OFFICE

O.H. OPPOSITE HAND

OPNG. OPENING

OPP. OPPOSITE

ORIG. ORIGINAL

OZ(S). OUNCE(S)

PARTN(S). PARTITION(S)

P.C. PRECAST CONCRETE

PL. PLATE

PLAS. PLASTER

PLBG. PLUMBING

PLYWD. PLYWOOD

PR. PAIR

PREFAB. PREFABRICATED

PREFIN. PREFINISHED

PREP. PREPARATION

PROJ. PROJECTION

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PTD. PAINTED

PVMT. PAVEMENT

R.A. RETURN AIR

RAD. RADIUS

R.D. ROOF DRAIN

RECEP. RECEPTACLE

REF. REFER

REINF. REINFORCED OR REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

RET. RETURN

REV. REVISION

RM. ROOM

R.O. ROUGH OPENING

R.P.M. REVOLUTIONS PER MINUTE

R.S.F. RESILIENT SHEET FLOORING

S.C. SPECIAL COATING

SC. SCALE

SCHED. SCHEDULE OR SCHEDULED

SECT. SECTION

SH. SHELF OR SHELVING

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

SPEC. SPECIFIED OR SPECIFICATIONS

SQ. SQUARE

S.S. STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

TEL. TELEPHONE

TEMP. TEMPERED

TERR. TERRAZZO

TRTD. TREATED

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V C DEPARTMENT OF VETERANS AFFAIRS

SUPPLIED AND GENERAL

CONTRACTOR INSTALLED

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

VIST. VISITOR

V.A. DEPARTMENT OF VETERANS AFFAIRS

SUPPLIED AND INSTALLED

V.W.C. VINYL WALL COVERING

W/ WITH

WD. WOOD

WDW. WINDOW

W.I. WROUGHT IRON

WIN. WINDOW

WNSCT. WAINSCOT

WOLM. WOLMANIZED

W.P. WATERPROOFING

W.R. WATER RESISTANT

WT. WEIGHT

YD. YARD

DRAWINGS:

DRAWINGS ARE ORGANIZED ACCORDING TO DISCIPLINES, WITH

EACH DISCIPLINE DESCRIBING A GENERAL ASPECT OF THE

CONSTRUCTION. DISCIPLINES ARE ARRANGED AS FOLLOWS:

GI - GENERAL INFORMATION:

WORK RELATED TO THE PROJECT AS A WHOLE.

AD - ARCHITECTURAL DEMOLITION

WORK RELATED TO THE DEMOLITION OF THE BUILDING AND

SYSTEMS.

AS - ARCHITECTURAL:

WORK RELATED TO THE BASIC BUILDING ENVELOPE AND

FINISHES, INCLUDING: FLOOR PLAN(S), INTERIOR ELEVATIONS,

WALL SECTIONS, INTERIOR DETAILS, &

CEILING FINISHES.

E - ELECTRICAL:

WORK RELATED TO THE ELECTRICAL SYSTEM.

M - MECHANICAL:

WORK RELATED TO THE MECHANICAL SYSTEM.

P - PLUMBING:

WORK RELATED TO THE PLUMBING SYSTEM.

T - TECHNOLOGY:

WORK RELATED TO THE TECHNOLOGY SYSTEM.

ADD ALTERNATES:

A. Base Bid:

1. Demolition and removal of the existing seating, platforms walls, fixtures, finishes and fixed seating as indicated in drawings.

2. New design and functional improvements as shown in drawings.

3. Existing Storage 1B163, Restroom 1B164A, Women’s 1B166, Men’s 1B167 Restroom AP206, and Janitor AP207 to remain, no work.

B. ADD ALTERNATE NO. 1: Demolish rooms 1B163, 1B164A, 1B166 and 1B167; provide new 1st Floor Men’s 1B163 and Women’s 1B166 Restrooms, as shown in drawings.

C. ADD ALTERNATE NO. 2: Demolish AP206 and AP207; provide new 2nd Floor Restroom AP206 as shown in drawings.

REFER TO FLOOR PLAN 1/AS101A FOR ADD ALTERNATE NO.1 AND

1/AS102A FOR ADD ALTERNATE NO.2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

GI-003

DOCUMENT ORGANIZATION, AND

GENERAL NOTES

VICINITY MAP

LOCATION OF PROJECT SITE

BUILDING 163

CENTRAL TEXAS VETERANS HEALTH CARE

1901 S. 1ST STREET

Temple, TX 76504-7451

SE

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EN

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E. ADAMS AVE

W. ADAMS AVE

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W. ADAMS AVE

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LOOP

NW H.K. DODGEN LOOP

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AMER.STD.-COMRADE

SIN K 10D x25W x22L

C

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SIN K 10D x25W x22L

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T.V.

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D E

S K

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D E

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BC UP

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SH

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MA

MP

MG

MB

W .A

VE

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AG

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PL

AC

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AVENUE OF FLAGS

VETERANS MEMORIAL DRIVE

MAIN ENTRANCE

TEAGUE PLACE W

.A

VE

R

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TEAGUE PLACE

TE

AG

UE

PL

AC

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RO

AD

RO

AD

8B

LOCATION OF PROJECT SITE

BUILDING 163

CENTRAL TEXAS VETERANS HEALTH CARE

1901 S. 1ST STREET

Temple, TX 76504

PROJECT LOCATION

DEDICATED GENERAL CONTRACTOR STAIRS 3

GENERAL CONTRACTOR'S ACCESS ROUTE

DEDICATED GENERAL CONTRACTOR ELEVATOR S-7

GENERAL CONTRACTOR'S ACCESS ROUTE

N.I.C HATCHED AREA NOT IN CONTRACT

NORTH ARROW

LEGEND

PL

AN

NO

RT

H

TR

UE

NO

RT

H

LOADING DOCK

PROJECT LOCATION

GENERAL CONTRACTOR'S ACCESS ROUTE DEDICATED GENERAL CONTRACTOR ELEVATOR S-7

DEDICATED GENERAL CONTRACTOR STAIRS 3

A. LOADING DOCK LOCATION IS RECOMMENDATION ONLY.

THE GENERAL CONTRACTOR SHALL COORDINATE WITH

THE VA FOR APPROVAL OF THE LAYDOWN YARD

LOCATION(S), LOADING DOCK LOCATION(S) AND THE

DUMPSTER LOCATION(S).

B. GENERAL CONTRACTOR TO RECOMMEND PROJECT

CONSTRUCTION ENTRY LOCATION(S).

GENERAL NOTES

PROJECT LOCATION

DEDICATED GENERAL CONTRACTOR STAIRS 3

GENERAL CONTRACTOR'S ACCESS ROUTE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

GI-004

SITE PLAN

CAMPUS SITE PLAN

SCALE: NTS2C FIRST FLOOR OF BUILDING 163

SCALE: NTS6C

SCALE: 1" = 40'-0"

BASEMENT FLOOR OF BUILDING 163 PROJECT LOCATION2F SCALE: 1" = 40'-0"

SECOND FLOOR OF BUILDING 163 PROJECT LOCATION6F

PL

AN

NO

RT

H

PL

AN

NO

RT

H

PL

AN

NO

RT

H

PL

AN

NO

RT

H

TRUE NORTH

TRUE NORTH

TRUE NORTH

TRUE NORTH

LEGEND:

888W

ROOM

NAME ROOM TAG

2-HOUR FIRE RATING

NOT IN CONTRACT

EXIT ACCESS TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL DISTANCE

NEW FIRE EXTINGUISHER CABINET,

REFER TO NEW FLOOR PLANS

F.E.C.

EXIT SIGN

1-HOUR FIRE RATING

A. REFER TO MEP SPECIAL SYSTEMS DRAWING SHEETS

FOR SMOKE DETECTOR REQUIREMENTS.

B. THIS DOCUMENT REPRESENTS A CONCEPTUAL FIRE

SPRINKLER SYSTEM FOR THE PURPOSE OF BIDDING. A

FIRE SPRINKLER CONTRACTOR LICENSED WITH THE

TEXAS DEPARTMENT OF INSURANCE SHALL PREPARE

A COMPLETE FIRE SPRINKLER DESIGN CONFORMING

TO THE REQUIREMENTS OF THE 2022 EDITION OF NFPA

13.

C. NO PIPING SHALL BE ABANDONED IN PLACE WITHOUT

AUTHORIZATION FROM THE AHJ. PIPING THAT IS

ABANDONED IN PLACE SHALL BE CLEARLY MARKED ON

THE UNDERSIDE WITH STICK-ON MARKERS

IDENTIFYING THE PIPING AS "ABANDONED FIRE

PROTECTION PIPING".

D. THE CONTRACTOR SHALL COORDINATE ALL FIRE

SPRINKLER SYSTEM OUTAGES WITH THE LOCAL

AUTHORITY HAVING JURISDICTION (AHJ). THIS MAY

INCLUDE FIRE WATCHES.

E. EXISTING SPRINKLER SYSTEM TO REMAIN

OPERATIONAL.

GENERAL NOTES:

APPLICABLE CODES: 2015 IBC

2015 IFC (NFPA 101, NFPA 220)

2017 NEC

OCCUPANCY: CHAPTER 6 CLASSIFICATION OF OCCUPANCY

6.1.2.1 ASSEMBLY OCCUPANCY

CHAPTER 7 MEANS OF EGRESS

7.2.1.2.3.2 MINIMUM DOOR LEAF WIDTH: NOT LESS THAN

32 IN. IN CLEAR WIDTH

TABLE 7.3.1.2 OCCUPANT LOAD FACTOR

ASSEMBLY USE, FIXED SEATING, USE NUMBER OF FIXED

SEATS

OCCUPANT LOAD: 80 PERSONS

7.4.1.1 NUMBER OF MEANS OF EGRESS

THE NUMBER OF MEANS OF EGRESS FROM ANY

BALCONY, MEZZANINE, STORY, OR PORTION THEREOF

SHALL BE NOT LESS THAN TWO

CHAPTER 13 EXISTING ASSEMBLY OCCUPANCIES

13.2.2.3.1 STAIRS

13.2.3.2* THEATER-TYPE SEATING

MINIMUM CLEAR WIDTHS OF AISLES AND OTHER MEANS

OF EGRESS SERVING THEATER-TYPE SEATING, OR

SIMILAR SEATING ARRANGED IN ROWS, SHALL BE IN

ACCORDANCE WITH TABLE 13.2.3.2.

TABLE 13.1.6 CONSTRUCTION TYPE LIMITATIONS

13.2.5.6.5 AISLE STAIR TREADS

13.2.5.6.6 AISLE STAIR RISERS

EXIT REQUIREMENTS: 13.2.6.2 TRAVEL DISTANCE TO EXITS

EXITS SHALL BE ARRANGED SO THAT THE TOTAL

LENGTH OF TRAVEL FROM ANY POINT TO REACH AN

EXIT SHALL NOT EXCEED 200 FT IN ANY ASSEMBLY

OCCUPANCY, UNLESS OTHERWISE PERMITTED BY ONE

OF THE FOLLOWING:

(1) THE TRAVEL DISTANCE SHALL NOT EXCEED 250 FT IN

ASSEMBLY OCCUPANCIES PROTECTED THROUGHOUT

BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 9.7

(2) THE TRAVEL DISTANCE REQUIREMENT SHALL NOT

APPLY TO SMOKE-PROTECTED ASSEMBLY SEATING AS

PERMITTED BY 13.4.2.12, 13.4.2.13, AND 13.4.2.14.

TYPE OF CONSTRUCTION: NFPA 220

EXISTING AUTOMATIC SPRINKLER SYSTEM

CONSTRUCTION TYPE: I (442)

(BASED ON THE EXISTING CONSTRUCTION TYPE OF THE

BUILDING AND ASSOCIATED USES WITHIN THE BUILDING)

CONSTRUCTION PROJECT AREA: FIRST FLOOR = 3,350 SQFT

MEZZANINE = 920 SQFT

TOTAL = 4,270 SQFT

NOT IN CONTRACT

PRODUCTION ROOM

AP203

OFFICE

AP204

CORRIDOR

AP202

AP205A

ELECTRICAL

CLOSET

OFFICE

AP205

STAIR 3

MECHANICAL

AP208

EX

IT

AC

C

ES

S

TR

AV

EL

D

IS

TA

N C

E

3/

4"

REFER TO MECHANICAL

DRAWINGS FOR SCOPE

EXIT ACCESS TRAVEL

DISTANCE = 77 ' - 7"

RESTROOM

AP206

STORAGE

AP204A

SEE FIRST FLOOR

LIFE SAFETY PLAN

EX

IT

AC

C

ES

S

TR

AV

EL

D

IS

TA

N C

E

1"

EX

IT

AC

C

ES

S

TR

AV

EL

D

IS

TA

N C

E

6"

F.E.C.

1B161E

STORAGE

1B163

NEW

MEN'S

RR

IDF CLOS. ELEC. CLOS.

VESTIBULE

C1-11 WHEELCHAIR LIFT

STORAGE

1B164B

1B166

NEW

WOMEN'S

RR

RISER

1B161A

LECTERN

STORAGE

AMPHITHEATER

1B161

MECHANICAL

STORAGE

1B161B

CORRIDOR

C1-60

HVAC

CORRIDOR

STAGE

1B161F

NOT IN CONTRACT

NOT IN CONTRACT NOT IN CONTRACT

N.I.C

STORAGE

1B154C2

CR

CR

3' - 4"

EX

IT

AC

CE

SS

TR

AV

EL

DIS

TA

NC

E

9"

COMMON PATH OF EGRESS

TRAVEL DISTANCE = 41 ' - 6"

COMMON PATH OF EGRESS

TRAVEL DISTANCE = 47 ' - 3"

C O

M M

O N

PA

TH

O F

EG

R

ES

S

TR

AV

EL

D

IS

TA

N C

E

9"

C O

M M

O N

PA

TH

O F

EG

R

ES

S

TR

AV

EL

D

IS

TA

N C

E

0"

1'-2" 1'-2" 1'-2"1'-2"1'-2"

OFFICE

1B161C

PASSAGE

150C

F.E.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

GI-005

LIFE SAFETY PLANS

SCALE: 1/4" = 1'-0"2C MEZZANINE LIFE SAFETY PLAN

PL

AN

NO

RT

H

PL

AN

NO

RT

H

SCALE: 1/4" = 1'-0"2F FIRST FLOOR LIFE SAFETY PLAN

A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND

BUILDING CONDITIONS FOR DIMENSIONS IN THE FIELD

PRIOR TO SUBMITTING PROPOSAL. CONTRACTOR SHALL

NOT SCALE DRAWINGS FOR THE SOLE PURPOSE OF

SUBMITTING PROPOSAL. NOTIFY ARCHITECT OF ANY

DISCREPANCIES IN WRITING PRIOR TO SUBMITTING

PROPOSAL.

B. EXISTING FURNITURE IS TO BE REMOVED AND DISCARD BY

THE CONTRACTOR UNLESS NOTED OTHERWISE.

C. EXISTING A.V. EQUIPMENT TO BE REMOVED AND DISCARD

BY THE CONTRACTOR UNLESS NOTED OTHERWISE.

D. ALL EXISTING STRUCTURES AND FINISHES SHOWN TO

REMAIN SHALL BE PROTECTED DURING CONSTRUCTION

FROM DAMAGES. ANY DAMAGE SUSTAINED DURING

CONSTRUCTION SHALL BE REPAIRED OR REPLACED AS

GOOD AS NEW AT CONTRACTOR'S EXPENSE.

E. SURVEY EXISTING CONDITIONS AND COORDINATE WITH

THE REQUIREMENTS INDICATED IN THE CONSTRUCTION

DOCUMENTS TO DETERMINE THE EXTENT OF SELECTIVE

DEMOLITION REQUIRED.

F. THE CONTRACTOR SHALL SURVEY THE PROGRESS OF

WORK TO DETECT HAZARDS RESULTING FROM SELECTIVE

DEMOLITION ACTIVITIES.

G. MATERIALS USED TO REPAIR DAMAGE CAUSED BY

SELECTIVE DEMOLITION SHALL MATCH EXISTING

ADJACENT MATERIALS AND FINISHES. IF SUCH MATERIALS

ARE UNAVAILABLE OR CANNOT BE USED TO MATCH

EXISTING EXPOSED SURFACE MATERIALS THE

CONTRACTOR WILL USE MATERIALS THAT BEST MATCH

EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT

POSSIBLE. ALL MATERIALS USED WILL MATCH OR EXCEED

THE QUALITY OR PERFORMANCE CAPABILITIES OF

EXISTING MATERIALS.

H. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN

TEMPORARY MODULAR DUST BARRIER WALLS AND DOORS

FROM FLOOR TO CEILING ANY AND ALL DUST MIGRATION

TO PREVENT TO OCCUPIED AREAS OF THE BUILDING. SEAL

TIGHT TO AVOID ANY DUST MIGRATION AT PLENUM

SPACES. IN AREAS FOR OVERNIGHT WORK, CONTRACTOR

SHALL USE POLYETHYLENE SHEETS SEALED AT FLOOR

AND DECK WITH ZIPPER OPENINGS INTO THE WORK AREA.

I. ALL TEMPORARY MODULAR BARRIERS SHALL REMAIN IN

PLACE FOR THE DURATION OF CONSTRUCTION. GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

AND REPAIRING ALL BARRIERS AS REQUIRED DURING

CONSTRUCTION.

J. THE CONTRACTOR SHALL CONSTRUCT AND PLACE ALL

TEMPORARY MODULAR WALL BARRIERS TO PROVIDE SAFE

EGRESS FOR BUILDING OCCUPANTS.

K. CLEAN ADJACENT STRUCTURES OF DUST, DIRT AND

DEBRIS CAUSED BY SELECTIVE DEMOLITION ACTIVITIES.

RETURN ALL SUCH AREAS TO CONDITIONS EXISTING

PRIOR TO THE START OF SELECTIVE DEMOLITION.

L. CONTRACTOR SHALL PROVIDE PHASING PLAN TO

COORDINATE ALL CONSTRUCTION ACTIVITIES.

M. UNLESS NOTED OTHERWISE, ALL DEBRIS SHALL BECOME

PROPERTY OF THE CONTRACTOR AND SHALL BE

COMPLETELY REMOVED FROM THE JOB SITE DAILY.

N. CONTRACTOR SHALL COORDINATE ALL TEMPORARY

UTILITY SHUT OFF WITH OWNER PRIOR TO BEGINNING

ANY DEMOLITION WORK. REQUIRES 14 DAY ADVANCED

WRITTEN NOTICE.

O. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS

TO PRODUCE MINIMAL DISTURBANCE TO EXISTING

FACILITY AND OCCUPANTS (I.E. MINIMIZE EXCESSIVE AND

PROLONGED NOISE LEVELS AND DUST).

P. IN AREAS OF RENOVATION, EXISTING MATERIAL MAY

CONTAIN ASBESTOS. IF REQUIRED, COORDINATE

DEMOLITION ACTIVITIES WITH ABATEMENT CONTRACTOR

PRIOR TO BEGINNING WORK. ANY SUSPECT MATERIAL

IDENTIFIED DURING CONSTRUCTION IN CONCEALED AREA

WILL BE REQUIRED TO BE TESTED AND ABATED.

Q. ALL EXISTING FLOOR FINISHES, PARTITIONS, DOORS, AND

CEILINGS SHALL BE REMOVED FROM THE AREA OF

CONSTRUCTION AS INDICATED, UNLESS NOTED

OTHERWISE. EXISTING CHASE WALLS SHALL REMAIN AS

INDICATED. EXISTING EXTERIOR WINDOWS SHALL REMAIN

AND BE PROTECTED FROM DAMAGE DURING

CONSTRUCTION.

R. CONTRACTOR SHALL TAKE ALL REQUIRED PRECAUTIONS

TO PROTECT THE SPREAD OF MOLD INTO THE AIR SYSTEM

AND FINISH MATERIAL.

S. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING A DUMPSTER AREA LOCATION AND

RELATED SECURITY FENCING WITH VA PRIOR TO

PROCEEDING WITH WORK AND SHALL INCLUDE SUCH

WORK IN BASE BID.

T. REMOVE ALL SIGNAGE, HAND SANITIZING UNITS,

PERSONAL PROTECTION EQUIPMENT, WHITE BOARDS,

PEG BOARDS, AND WALL ACCESSORIES.

U. EXISTING FIRE EXTINGUISHER CABINETS, FIRE ALARM

PULLS, AND ASSOCIATED PLUMBING TO REMAIN.

V. EXISTING RATED GYPSUM WALL BOARD TO REMAIN.

PROTECT DURING SELECTIVE DEMOLITION. PATCH AND

REPAIR EXISTING GYPSUM WALL BOARD AS REQUIRED TO

RECEIVE NEW FINISH.

W. WHERE PIPING PENETRATES FLOOR, CEILING, OR WALL,

X. PROVIDE FIRE STOPPING INSULATION SEALED AIRTIGHT

TO CLOSE OFF PENETRATION SPACE BETWEEN PIPE AND

ADJACENT WORK.

Y. REFER TO DOOR SCHEDULE ON SHEET A-501 FOR NEW

WORK

DEMOLITION NOTES

REMOVE DOOR AND DOOR FRAME

EXISTING DOOR AND DOOR FRAME TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

DEMOLITION LEGEND

TEMPORARY DUST BARRIER WITH DOOR

IDF CLOS. ELEC. CLOS.

WHEELCHAIR LIFT

STORAGE

1B164B

NOT IN CONTRACT

EXISTING STORAGE

1B163

VESTIBULE

C1-11

RISER

8 19

5 3

NOT IN

CONTRACT

REFER TO ELECTRICAL

DRAWINGS FOR SCOPE

NOT IN

CONTRACT

EXISTING UNISEX

RESTROOM

1B164A

SEE MEZZANINE

DEMO FOR WORK

AMPHITHEATER

1B161

EXISTING REAR

PROJECTION ROOM

1B161C

NOT IN

CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT NOT IN CONTRACT

NOT IN

CONTRACT

EX

PA

N

SI

O N

JO

IN

T

FD

FD

NC

NC

NC

NC

NICE

ADD ALTERNATE NO. 1

AD-1041C

AD-104

4C

AD-104

1F

3F

AD-1047C

AD-1048F

6F

CORRIDOR

C1-60

WALL TO REMAIN

6' - 6" +/-

PASSAGE

150C

PASSAGE

1B161G

47 25

TEMPORARY DUST

BARRIER WITH DOOR

OFFICE

1B161C

LECTERN STORAGE

1B161A

EXISTING

MEN'S

RESTROOM

1B167

EXISTING

MEN'S

RESTROOM

1B167

EXISTING

WOMEN'S

RESTROOM

1B166

BASE BID: NO WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

AD-101

FIRST FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"1D FIRST FLOOR DEMOLITION PLAN

PL

AN

NO

RT

H

DEMOLITION KEYNOTES

1 REMOVE EXISTING FLOOR MOUNTED FURNITURE IN

ITS ENTIRETY INCLUDING CHAIRS, TABLES, ETC.

2 REMOVE EXISTING WATER CLOSET IN ITS ENTIRETY.

REFER TO MEP DRAWINGS

3 REMOVE EXISTING SINK, FAUCET, AND SINK

CASEWORK IN ITS ENTIRETY. REFER TO MEP

DRAWING

4 REMOVE EXISTING CERAMIC WALL TILE AND

SUBSTRATE IN ITS ENTIRETY

5 REMOVE EXISTING WALL MOUNTED PLUMBING

ACCESSORIES AND FIXTURES IN THEIR ENTIRETY

6 REMOVE EXISTING TOILET PARTITIONS IN THIER

ENTIRETY

7 REMOVE EXISTING PORCELAIN FLOOR TILE IN ITS

ENTIRETY

8 REMOVE EXISTING ACOUSTICAL WALL MOUNTED

PANELS AND BASE IN THEIR ENTIRETY. AVOID

DISRUPTING EXISITNG INTEGRITY OF GYPSUM BOARD

WALL FOR RE-USE

9 EXISTING WOOD RAIL TO BE REMOVED IN ITS

ENTIRETY

10 REMOVE EXISTING WALL MOUNTED URINAL IN ITS

ENTIRETY. REFER TO MEP DRAWING

11 EXISTING WALL MOUNTED TV TO BE REMOVED

12 REMOVE EXISTING SLIDING CHALKBOARD AND

SUPPORT FRAMES IN ITS ENTIRETY

13 REMOVE EXISTING VCT FLOORING AND BASE IN ITS

ENTIRETY

14 EXISTING RAISED PLATFORM TO BE REMOVED IN ITS

ENTIRETY. REFER TO STRUCTURAL DRAWINGS

15 EXISTING CONTROL BOX TO BE REMOVED. REFER TO

MEP DRAWINGS

16 EXISTING CONCRETE STAIRS TO REMAIN

17 EXISTING WALL MOUNTED HAND RAIL TO REMAIN

18 EXISTING FLOORING AND BASE TO REMAIN. PATCH

AND REPAIR TO MATCH EXISTING ADJACENT

19 REMOVE EXISTING TERRAZZO TILE FLOORING IN ITS

ENTIRETY

20 REMOVE EXISTING REAR GLASS PROJECTOR SCREEN

IN ITS ENTIRETY

21 EXISTING WALL MOUNTED PLAQUE TO BE REMOVED

22 REMOVE EXISTING BUILT-IN SHELVING SYSTEM

23 REMOVE EXISTING DOOR, HARDWARE, AND DOOR

FRAME

24 EXISTING ROOM SIGNAGE TO REMAIN. COVER AND

PROTECT FROM DEMOLITION

25 REMOVE EXISTING WALL MOUNTED ROOM SIGNAGE

26 REMOVE RECESSED ELECTRICAL PANEL. REFER TO

MEP DRAWINGS

27 REMOVE DOOR AND DOOR HARDWARE

28 REMOVE EXISTING CARPET AND BASE IN ITS

ENTIRETY WHILE PROTECTING THE WOOD SUBFLOOR

29 EXISTING STAIRS TO BE REMOVED IN THEIR

ENTIRETY. REFER TO STRUCTURAL AND MEP

DRAWING

30 REMOVE EXISTING NURSE PULL DEVICE. SALVAGE

ASSOCIATED WIRING. REFER TO MEP DRAWINGS FOR

FURTHER INSTRUCTION

31 EXISTING FLOOR DRAIN TO REMAIN

32 REMOVE EXISTING STAGE IN ITS ENTIRETY

33 REMOVE PORTION OF WALL FOR NEW DOOR, SEE

NEW FLOOR PLAN FOR EXTENT OF NEW WORK

34 REMOVE PORTION OF WALL, SEE NEW FLOOR PLAN

FOR EXTEND OF NEW WORK

35 REMOVE EXISTING WALL EXPANSION JOINT

ASSEMBLY, REFER TO DETAIL 8C/A-751 FOR NEW

WORK

36 REMOVE EXISTING FLOOR EXPANSION JOINT COVER,

REFER TO DETAIL 4B/A-751 FOR NEW WORK

37 REMOVE EXISTING FLOOR EXPANSION JOINT

ASSEMBLY, REFER TO DETAIL 8E/A-751 FOR NEW

WORK

38 REMOVE EXISTING WOOD SLAT PANELS AND WOOD

BASE

39 REMOVE RUBBER BASE, TYPICAL

40 REMOVE EXISTING RECESSED LECTERN UTILITY BOX.

INFILL FLOORBOX, REFER TO SPECIFICATIONS, AND

REFER TO ELECTRICAL AND DATA DRAWINGS

41 REMOVE EXISTING LECTERN

42 EXISTING HANDRAIL TO REMAIN, VERIFY REMOVAL OF

END SECTION FOR INSTALLATION OF NEW DOOR

43 REMOVE SECTION OF RUBBER BASE

44 REMOVE AUTOMATIC DOOR OPERATOR AND PUSH

PLATES

45 EXISTING RUBBER BASE TO REMAIN

46 REMOVE EXISTING CMU WALL BY SAW CUTTING, SEE

NEW FLOOR PLAN FOR EXTENT OF NEW WORK

47 REMOVE SECTION OF HANDRAIL AS REQUIRED FOR

NEW HANDRAIL TIE-IN

48 REMOVE A LAYER OF GYPSUM BOARD

49 REMOVE EXISTING RETURN AIR GRILL. SALVAGE FOR

RE-INSTALLATION

50 REMOVE FLOOR GRILLE

VERIFY

DNDNDN

DNDNDNDNDN

DN

DN

CORRIDOR

AP202

MECHANICAL

OFFICE

AP205

AMP .

PRODUCTION ROOM

AP203

REFER TO MECHANICAL

DRAWINGS FOR SCOPE

NOT IN CONTRACT

AP205A

ELECTRICAL

CLOSET

SEE FIRST FLOOR

FOR DEMO WORK

STAIR 3

RESTROOM

AP206

ADD ALTERNATE NO. 2

EX

PA

N

SI

O N

JO

IN

T

STAIRS

VERIFY

RESTROOM

AP206

BASE BID: NO WORK

REMOVE DOOR AND DOOR FRAME

EXISTING DOOR AND DOOR FRAME TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

DEMOLITION LEGEND

TEMPORARY DUST BARRIER WITH DOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

AD-102

SECOND FLOOR DEMOLITION

PLAN

SCALE: 1/4" = 1'-0"1D SECOND FLOOR DEMOLITION PLAN

PL

AN

NO

RT

H

DEMOLITION SECOND FLOOR KEYNOTES

1 REMOVE EXISTING FLOOR MOUNTED FURNITURE IN

ITS ENTIRETY INCLUDING CHAIRS, TABLES, ETC.

2 REMOVE EXISTING WATER CLOSET IN ITS ENTIRETY.

REFER TO MEP DRAWINGS.

3 REMOVE EXISTING SINK, FAUCET, AND SINK

CASEWORK IN ITS ENTIRETY. REFER TO MEP

DRAWINGS

4 REMOVE EXISTING FLOOR CARPET

5 REMOVE EXISTING WALL MOUNTED PLUMBING

ACCESSORIES AND FIXTURES IN THEIR ENTIRETY

6 EXISTING CAMERAS TO BE REMOVED IN ITS

ENTIRETY

7 REMOVE EXISTING CERAMIC WALL TILE AND

SUBSTRATE IN ITS ENTIRETY

8 REMOVE EXISTING ACOUSTICAL WALL MOUNTED

PANELS IN THEIR ENTIRETY. AVOID DISRUPTING

EXISITNG INTEGRITY OF GYPSUM BOARD WALL FOR

RE-USE

9 REMOVE EXISTING LUXURY VINLY TILE IN ITS

ENTIRETY TO THE NEAREST WHOLE TILE

10 EXISTING WINDOWS TO REMAIN

11 EXISTING WOOD RAIL TO BE REMOVED IN ITS

ENTIRETY

12 SAW CUT CMU WALL, SEE NEW FLOOR PLAN FOR

EXTENT OF WORK

13 REMOVE EXISTING CONTROL STATION

14 REMOVE EXISTING MOP SINK

15 REMOVE EXISTING WALL MOUNTED SHELF

16 EXISTING FIRE ALARM PULL TO REMAIN

17 REMOVE EXISTING WOOD SLAT PANELS AND WOOD

BASE

18 REMOVE WALL MOUNTED TELEPHONE

19 REMOVE DOOR AND DOOR HARDWARE

SD

CORRIDOR

FIRE RISER

AMP.

REFER TO MECHANICAL

DRAWINGS FOR SCOPE

NOT IN CONTRACT

MECHANICAL

CORRIDOR

RESTROOM

AP206

PRODUCTION ROOM

AP203

JANITOR

AP207

STAIR 3

OFFICE

AP205

ELEC. CLOS.

205A

7' - 11"

8' - 0"

7' - 4"

8' - 1"

8' - 0"

12' - 6"

8' - 0"

7' - 4"

19' - 5"

7' - 3"

AMPHITHEATER

1B161

6 54.5 347

L

K

J

SEE RCP FIRST FLOOR

FOR DEMO WORK

ADD ALTERNATE NO. 2

BASE BID: NO WORK

7' - 10"

SD

NOT IN CONTRACT

NOT IN CONTRACT

7' - 9"

10' - 5"

7' - 11"

7' - 11"

11' - 2"

8' - 1"

7' - 6"

8' - 6"

15' - 2" 12' - 2" 9' - 2"3

NOT IN CONTRACT

NOT IN CONTRACTNOT IN CONTRACT

NOT IN CONTRACT

MECHANICAL

EXISTING WOMEN'S

RESTROOM

1B166

EXISTING MEN'S

RESTROOM

1B167

EXISTING STORAGE

1B163

EXISTING RESTROOM

1B164A

CORRIDOR

C1-11

OFFICE

1B154C

1B154D

REAR

PROJECTION

ROOM

1B161A

EXISTING

STORAGE

AMPHITHEATER

1B161

PASSAGE

150C

STORAGE

1B164B

7' - 6"

7' - 8"

7' - 8"

CONTROL

IDF CLOS. ELEC. CLOS.EXISTING FIRE APPARATUS

IT TRAINING ROOM

CORRIDOR

STAIRS 3

ANCILLARY TESTING

COORDINATOR

HVAC

3 3

CORRIDOR

C-2

NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT

L

K

J N.I.C

ADD ALTERNATE NO. 1

4 1/2" / 1'-0"

BASE BID: NO WORK

1. ALL EXISTING FINISHES, PARTITIONS, DOORS AND CEILINGS SHALL

BE REMOVED FROM THE AREA OF CONSTRUCTION, AS INDICATED,

UNLESS NOTED OTHERWISE.

2. ALL EXISTING ABANDONED IN-PLACE SUPPORT SYSTEMS, CABLING

AND CONDUITS TO BE REMOVED IN CONSTRUCTION LIMIT AREA.

3. REMOVE SUSPEND CEILING ASSEMBLIES, RELATED HANGERS AND

ANCHORS, GYPSUM BOARD AND/OR PLASTER CEILINGS WHERE NEW

CEILINGS ARE INDICATED ON REFLECTED CEILING PLAN OR ROOM

FINISH SCHEDULE.

4. ALL TEMPORARY MODULAR BARRIERS SHALL REMAIN IN PLACE

FOR THE DURATION OF CONSTRUCTION. GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ALL

BARRIERS AS REQUIRED DURING CONSTRUCTION.

5. IN AREAS OF RENOVATION, EXISTING MATERIAL MAY CONTAIN

ASBESTOS. IF REQUIRED, COORDINATE DEMOLITION ACTIVITIES WITH

ABATEMENT CONTRACTOR PRIOR TO BEGINNING WORK. ANY

SUSPECT MATERIAL IDENTIFIED DURING CONSTRUCTION IN

CONCEALED AREA WILL BE REQUIRED TO BE TESTED AND ABATED.

6. GENERAL CONTRACTOR TO FIELD VERIFY ALL CEILING HEIGHTS.

DEMOLITION NOTES

REMOVE LIGHT FIXTURE,

REFER TO MEP DRAWINGS

LEGEND

REMOVE RECESSED STEPLIGHT FIXTURE

EXIT SIGN, CEILING MOUNTED

SD

EXISTING DOWNLIGHT FIXTURE TO BE REMOVED

SMOKE DETECTOR

12"x12" DIFFUSERS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

AD-103

DEMOLITION REFLECTED CEILING

PLANS

SCALE: 1/4" = 1'-0"1C RCP SECOND FLOOR DEMOLITION

SCALE: 1/4" = 1'-0"1F RCP FIRST FLOOR DEMOLITION

PL

AN

NO

RT

H

PL

AN

NO

RT

H

REFLECTED CEILING PLAN DEMOLITION KEYNOTES

1 REMOVE GLUED ON ACOUSTICAL TILE AND GYPSUM BOARD.

SUSPENDED 1 1/2" CHANNELS AT 24"O.C. EACH WAY ARE TO

REMAIN. LEAVE EXISTING HNAGWIRE IN PLACE TO BE

REUSED

2 GYPSUM BOARD CEILING TO REMAIN

3 SPRINKLER HEAD TO REMAIN.

4 EXISTING EXIT SIGNS TO BE REMOVED

5 EXISTING SMOKE DETECTOR DEVICES TO REMAIN

6 REMOVE EXISTING CABLE TRAY AND ASSOCIATED

EQUIPMENT

7 EXISTING ACOUSTICAL CEILING TILE AND GRID TO REMAIN,

UNLESS OTHERWISE NOTED

8 REMOVE GYPSUM BOARD FUR-DOWN DUCT CHASE, REFER

TO MECHANICAL DRAWINGS

9 SUPPLY DIFFUSER TO BE REMOVED, REFER TO MECHANICAL

DRAWINGS

10 REMOVE WALL DIFFUSER, REFER TO MECHANICAL

DRAWINGS

11 RETURN DIFFUSER TO REMAIN

12 EXISTING GYPSUM BOARD FUR-DOWN TO REMAIN

13 REMOVE ACOUSTICAL TILE, SUSPENDED CONCEALED GRID

CEILING. 3 1/2" CHANNELS AT 24" O.C. TO REMAIN. LEAVE

EXISTING HANG WIRE IN PLACE TO BE REUSED

14 SPRINKLER HEAD TO BE RELOCATED

15 DOME LIGHT TO REMAIN

9 88

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY 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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

200 E. Grayson Street, Suite 207 San Antonio, Texas 78215 210.530.0755 www.westeastdesign.com Texas Registered Architectural Firm

WestEast Design Group JV, LLC Elk Consortium +

REMODEL AMPHITHEATER

674-16-016

CENTRAL TEXAS VETERANS HEALTH CARE SYSTEM

1901 S. 1ST STREET TEMPLE, TEXAS 76504STRUCTURAL ENGINEER

AV CONSULTANTMEP ENGINEER

ALDERSON & ASSOCIATE

7700 TORINO STE. 101, SAN ANTONIO, TX 78229

210.614.1110

DEAN@ALDERSON-INC.COM

DBR

9601 MCALLISTER FREEWAY STE. 410,

SAN ANTONIO, TX 78257

210.546.0200

BUHLRICH@DBRINC.COM

LUNDY & FRANKE ENGINEERING, INC

549 HEIMER, SAN ANTONIO, TX 78232

210.979.7900 ext. 6

FRANKE@LUNDYFRANKE.COM

DEAN ALDERSON

SHAWN FRANKE

BRIAN UHLRICH

05/01/202505/01/2025

AD-104

SITE PHOTO MARK-UP FIRST

FLOOR

SCALE: 1" = 20'-0"1C AMPHITHEATER 1B161

SCALE: 1" = 20'-0"1F F.F. WOMENS BATHROOOM 1B166 - SINK

SCALE: 1" = 20'-0"6F F.F. MENS BATHROOM 1B167 - SINK AND URNIAL

SCALE: 1" = 20'-0"3F F.F. WOMENS BATHRROM 1B166 - WATER CLOSET

SCALE: 1" = 20'-0"8F F.F. MENS BATHROOM 1B167 - TOILET

SCALE: 1" = 20'-0"4C AMPHITHEATER 1B161 - BUILT-INS

SCALE: 1" = 20'-0"7C UNISEX RESTROOM 1B164A

SITE PHOTO MARK-UP FIRST FLOOR KEYNOTES

1 REMOVE EXISTING ACT PANELS

2 GYPSUM BOARD CEILING AND WALLS TO REMAIN

3 SPRINKLER HEAD TO REMAIN

4 REMOVE EXISTING CERAMIC WALL TILE IN ITS ENTIRETY

5 REMOVE EXISTING WATER CLOSET IN ITS ENTIRETY. REFER

TO MEP DRAWINGS

6 REMOVE TOILET ACCESSORIES: GRAB BARS, PAPER TOWEL

DISPENSER, SOAP DISPENSER, TOILET SEAT COVER

DISPENSER, SEMI RECESSED PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE

7 REMOVE EXISTING TOILET PARTITIONS IN THIER ENTIRETY

8 REMOVE EXISTING ACOUSTICAL WALL MOUNTED PANELS IN

THEIR ENTIRETY. AVOID DISRUPTING EXISITNG INTEGRITY OF

GYPSUM BOARD WALL FOR RE-USE

9 REMOVE EXISTING WOOD SLAT PANELS AND WOOD BASE

10 EXISTING WOOD RAIL TO BE REMOVED IN ITS ENTIRETY

11 REMOVE EXISTING SINK, FAUCET, AND SINK CASEWORK IN ITS

ENTIRETY. REFER TO MEP DRAWINGS

12 REMOVE EXISTING WALL MOUNTED URINAL IN ITS ENTIRETY.

REFER TO MEP DRAWINGS

13 REMOVE EXISTING VCT FLOORING AND BASE IN ITS ENTIRETY

14 REMOVE EXISTING PORCELAIN FLOOR TILE IN ITS ENTIRETY

15 SPRINKLER HEAD TO REMAIN

16 REMOVE EXISTING DOOR, HARDWARE, AND DOOR FRAME

17 REMOVE EXISTING NURSE PULL DEVICE. REFER TO

ELECTRICAL…