ATT 6 - Vol 2-Drawings-EHRM-Big Spring.pdf

STEAM STEAM

UGE

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COMM

COMM

COMM

C O

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C O

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C O

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UGE

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UGE

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UGE UGE UGE UGE

COMM

COMM

COMM

COMM

COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COMM

COMM

COMM

COMM

CONNECT

TO BLDG 77

(RE: MEP)

CONNECT

TO BLDG 3

(RE: MEP)

NEW 2 ~ 475 LF 4" PVC

CONDUIT (RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW ASPH & CONC REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802

CS-105/803, CS-105/310(B) )

NEW ASPH REMOVAL &

REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802)

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/310(A))

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

CONTRACTOR TO LOCATE PV ARRAY

COLUMNS AND ROUTE COMM PATH TO

AVOID CONFLICTS WITH FOUNDATIONS.

PV ARRAY STRUCTURE TO BE PROTECTED

DURING CONSTRUCTION.

NEW PULL BOX

(RE: MEP)

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

EXISTING AND NEW UTILITIES SITE

ENGLARGED LAYOUT PLAN - B

CS-102

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

PROPERTY LINE

20' 40'

SCALE: 1" = 20'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

FUEL LINELPG

NEW COMM ROUTE (BURIED)COMM

BUILDING NUMBER

1" = 20'

EXISTING AND NEW UTILITIES SITE ENLARGED LAYOUT PLAN - B1

XX

WROUGHT IRON PERIMETER FENCE

10+00 11+00 12+00 13+00 14+00 15+00 15+40

.9

.0

.4

.8

.6

.7

.7

.0

.6

.4

.0

.5

.3

.2

.0

.6

.7

.7

.8

.9

.4

NATURAL

GROUND

2' M

IN

C

O

VE

R

CONNECT NEW COMM

LINES TO BUILDING No. 77

CONNECT NEW COMM

LINES TO BUILDING No. 3

NEW 2 ~ 4" CONDUIT

EXIST WATER LINE

(APPROX ELEV)

1.

5'

M

IN

C

LR

CONNECT

TO BLDG 77

(RE: MEP)

CONNECT

TO BLDG 3

(RE: MEP)

NEW 2 ~ 475 LF 4" PVC

CONDUIT (RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)NEW PULL BOX

(RE: MEP)

NEW ASPH & CONC REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802

CS-105/803, CS-105/310(B) )

NEW ASPH REMOVAL &

REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802)

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/310(A))

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

CONTRACTOR TO LOCATE PV ARRAY

COLUMNS AND ROUTE COMM PATH TO

AVOID CONFLICTS WITH FOUNDATIONS.

PV ARRAY STRUCTURE TO BE PROTECTED

DURING CONSTRUCTION.

10+00

11+00 12+00 13+00

14+00

14+75

N40° 1 5' 07.82"E

100.00'

N76° 53' 34.98"E 250.00'

S72° 48' 34.70"E

125.00'NEW PULL BOX

(RE: MEP)

STEAM

W W W W W

W

W

W

W

W

W

W

W

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SS

SS

SS

SS

SS

SS

SS

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E U

G E

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G E

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E

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E

C O

M M

C O

M M

C O

M M

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

PLAN & PROFILE

CS-103

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

6. SOD ALL DISTURBED AREAS.

PROPERTY LINE

20' 40'

SCALE: 1" = 20'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

FUEL LINELPG

NEW COMM ROUTE (BURIED)

WROUGHT IRON PERIMETER FENCE

1" = 20'

PLAN1

H: 1" = 20' V: 1"=2'

PROFILE2

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8" =1 '-0

4'

8'

1/ 4" =1 '-0

4'

8'

3/ 8" =1 '-0

1/ 2" =1 '-0

3/ 4" =1 '-0

1" =1 '-0

1- 1/ 2" =1 '-0

3" =1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

FRANCISCO A. ESPINAL, JR.

137938

12/23/

DETAILS

CS-104

SEE NOTE 2

(OMIT FOR COMMUNICATION

AND/OR FIBER OPTIC CONDUIT)

MARKING TAPE

(SET AT SUBGRADE UNDER PAVEMENT

OR 12" BELOW FINISHED SURFACE FOR

AN UNPAVED SURFACE.)

GENERAL NOTES

THE STRUCTURAL DRAWINGS DEPICT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION.

NEITHER CONSTRUCTION MEANS AND METHODS NOR CONSTRUCTION SAFETY ARE PART OF THE

STRUCTURAL ENGINEER’S EXPERTISE OR SCOPE OF WORK. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS ARE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT

THE STRUCTURE AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY RELATED REGULATIONS AND CONDITIONS AT THE SITE. LIMITED SITE VISITS, IF ANY, BY THE STRUCTURAL ENGINEER ARE SOLELY

TO OBSERVE COMPLETED PARTS OF THE STRUCTURE. THE STRUCTURAL ENGINEER IS NEITHER

QUALIFIED TO OBSERVE NOR COMMENT ON CONSTRUCTION MEANS AND METHODS AND JOB SITE

SAFETY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY

DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS, ETC. NOT SHOWN.

ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. DETAILS SHALL APPLY TO SIMILAR AND LIKE

CONDITIONS.

SHOP DRAWINGS SHALL BE NEW DRAWINGS PRODUCED BY THE CONTRACTOR, ILLEGIBLE

REPRODUCTIONS OF THE DESIGN DRAWINGS WILL BE REJECTED. ELECTRONIC FILES MAY BE

PURCHASED FROM THE ENGINEER OF RECORD FOR THE PURPOSE OF PREPARING SHOP DRAWINGS.

THE CONTRACTOR WILL BE REQUIRED TO SIGN AN INDEMNITY STATEMENT AND FEES FOR THE

ELECTRONIC FILES SHALL BE PAID IN FULL PRIOR TO TRANSMISSION OF THE ELECTRONIC FILES TO

THE CONTRACTOR. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY

CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF

PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN

HEREIN AS CORRECT, AND OBLIGATES THEMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING

DUE TO ANY ERRORS OR OMISSIONS THAT MAY OCCUR HEREIN.

MINIMUM SHOP DRAWING SUBMITTAL REQUIREMENTS INCLUDE:

CONCRETE MIX DESIGNS FOR EACH CLASS OF CONCRETE WITH TEST DATA

CONCRETE ACCESSORIES (VAPOR BARRIER, REINFORCING SUPPORT CHAIRS, ETC.)

CONCRETE REINFORCING SHOP DRAWINGS

CRANES, CONCRETE TRUCKS AND ALL OTHER HEAVILY LOADED VEHICLES ARE NOT TO BE DRIVEN

ACROSS GRADE BEAMS OR BUILDING SLABS.

ERECTION OF STRUCTURAL STEEL MAY NOT BEGIN UNTIL CONCRETE FOUNDATION HAS CURED FOR A

MINIMUM OF THREE (3) DAYS. STRUCTURAL STEEL OR OTHER HEAVY LOADS SHALL NOT BE

STOCKPILED ON ANY SLAB UNTIL IT HAS CURED FOR A MINIMUM OF THREE (3) DAYS.

THIS PROJECT CONSISTS OF A MODIFICATION TO AN EXISTING BUILDING. INFORMATION ON EXISTING

CONDITIONS HAS BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND SHOWN ON THESE

DRAWINGS. THESE DRAWINGS WERE ASSUMED TO BE “AS-BUILT” DRAWINGS SINCE EXISTING

CONDITIONS WERE NOT ACCESSIBLE OR SINCE FIELD OBSERVATION OF EXISTING CONDITION IS

BEYOND THE ENGINEER’S SCOPE OF WORK DURING THE DESIGN PHASE OF THIS PROJECT. THE

ACCURACY OF THIS INFORMATION HAS NOT BEEN VERIFIED. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS SHOWN ON THESE DRAWINGS AND TO VERIFY

THE LOCATION OF ALL FRAMING MEMBERS AND OTHER OBSTRUCTIONS WHICH WILL AFFECT THE

WORK. AS PART OF THIS WORK THE CONTRACTOR SHALL PREPARE AN ACCURATE FIELD SURVEY OF

THE LOCATION OF ALL STRUCTURAL MEMBERS IN THE WORK AREA PRIOR TO BEGINNING SHOP

DRAWINGS AND CONSTRUCTION. THIS SURVEY SHALL BE SUBMITTED TO THE ARCHITECT WITH

VARIANCES NOTED. CLAIMS FOR ADDITIONAL TIME OR EXTRA COST DUE TO OBSTRUCTIONS AND VARIANCES IN THE LOCATION OF THE STRUCTURAL MEMBERS WILL NOT BE HONORED AFTER WORK

HAS BEGUN ON THE PROJECT.

BUILDING CODE: INTERNATIONAL BUILDING CODE, 2021 EDITION

DEAD LOAD:

ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON

THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY

THE CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF

LOAD CARRYING CAPACITY OF THE STRUCTURE.

LIVE LOAD:

ROOF: 20 PSF

PARTITION: 20 PSF

CORRIDORS: 100 PSF (1ST FLOOR)/ 80 PSF (ABOVE 1ST FLOOR)

OFFICE: 50 PSF

HANDRAILS: 50 PLF / 200 POUNDS IN ANY DIRECTION

IT RACKS: 500 LBS (MAX)

LIVE LOAD REDUCTIONS HAVE BEEN APPLIED IN ACCORDANCE WITH THE

BUILDING CODE, UNLESS NOTED OTHERWISE.

ARCHITECTURAL BARRIER ACT:

GRAB BAR: 250 LBS ANY DIRECTION

TUB/SHOWER SEAT: 250 LBS ANY DIRECTION

FASTENERS: 250 LBS ANY DIRECTION

WIND LOAD:

INTERNATIONAL BUILDING CODE, 2021 EDITION

VELOCITY (ULT) : 115 MPH THREE SECOND GUST

EXPOSURE: C

RISK CATEGORY: IV

INTERNAL PRESSURE COEFFICIENT, Gcpi: +/- 0.18

SEISMIC LOAD:

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR (I): 1.5

MAPPED SPECTRAL RESP ACCEL (Ss/S1): 0.083g/0.029g

SITE CLASS: D (DEFAULT)

SPECTRAL RESPONSE COEFF (Sds/Sd1): 0.089g/0.046g

SEISMIC DESIGN CATEGORY: A

SEISMIC FORCE RESISTING SYSTEM: SAME AS EXISTING

DESIGN BASE SHEAR: SAME AS EXISTING

SEISMIC RESPONSE COEFF (Cs): SAME AS EXISTING

RESPONSE MODIFICATION COEFFICIENT (R): SAME AS EXISTING

SNOW LOAD:

GROUND SNOW LOAD (Pg): 5 PSF

FLAT ROOF SNOW LOAD (Pf): 4.2 PSF SNOW EXPOSURE FACTOR (Ce): 1.0

SNOW LOAD IMPORTANCE FACTOR (I): 1.5

THERMAL FACTOR (Ct): 1.0

CONCRETE

1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. NO. 3 BARS SHALL CONFORM TO ASTM A615, GRADE 40. DEFORMED BAR ANCHORS SHALL

CONFORM TO ASTM A496, GR 70.

2. ALL WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A1064, AND

SHALL BE FURNISHED IN FLAT SHEETS ONLY. ROLLED WIRE FABRIC WILL BE REJECTED.

3. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE SAND AND CRUSHED CARBONATE AGGREGATE

CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT, FLYASH CONFORMING TO ASTM C618,

CLASS ‘C’ UP TO 20 PERCENT REPLACEMENT BY VOLUME AND THE FOLLOWING DESIGNATED

COMPRESSIVE STRENGTH (f’c) IN 28 DAYS:

• ALL OTHER CONCRETE ---- 3000 PSI (w/c = 0.50 MAX)

CONCRETE SUPPLIER SHALL BE AWARE OF CEMENTS THAT CAN CAUSE ETTRINGITE FORMATION IN THE CEMENT PASTE AND BE PREPARED TO SHOW THAT THE CEMENTS USED WILL NOT CAUSE THIS

PROBLEM.

4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS; SEE SEC. 7.7 ACI 318, LATEST EDITION FOR CONDITIONS NOT NOTED, PROVIDE CHAIR SUPPORTS (AZTEC CASTLE CHAIR, WHC SERIES ‘B’ OR EQUAL) TO ADEQUATELY SUPPORT BARS FOR PROPER CLEARANCE AS

RECOMMENDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CONCRETE REINFORCING

STEEL INSTITUTE. SLAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED AT 45-INCH MAXIMUM

INTERVALS OR EVERY THIRD BAR.

• FOOTINGS ---- 3 IN.

• GRADE BEAMS ---- 3 IN. BOT., 2 IN. SIDE (3” EARTH FORMED), 2 IN. TOP

• SLAB ON GRADE ---- 1 1/2 IN. TOP

5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH

ACI PUBLICATION 315, LATEST EDITION. ALL HOOKED BARS SHOWN IN DETAILS SHALL HAVE

STANDARD HOOKS UNLESS NOTED OTHERWISE.

6. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE, ACI 301,

LATEST EDITION.

7. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE EXCEPT WHERE THEY NORMALLY

OCCUR OR WHERE NOTED. VERTICAL JOINTS SHALL OCCUR AT CENTER SPANS OR AT LOCATIONS

APPROVED BY THE STRUCTURAL ENGINEER.

8. REINFORCING BARS SHALL NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

9. UNLESS NOTED OTHERWISE CONTINUOUS BOTTOM REINFORCING BARS SHALL BE SPLICED AT

SUPPORTS AND CONTINUOUS TOP REINFORCING BARS SHALL BE SPLICED AT MID-SPAN.

10. ALL CONTINUOUS REINFORCEMENT SHALL HAVE CLASS B LAP AT SPLICES. PROVIDE 1-#6 X 6’-0”

TOP AND BOTTOM (TWO 36” LEGS WITH 90 DEGREE BEND) AT EACH FACE OF GRADE BEAMS AT

CORNERS AND INTERSECTIONS, AND AT 18” ON CENTER VERTICALLY AT WALLS.

11. CONDUITS ARE NOT ALLOWED IN SLABS, BEAMS, WALLS OR COLUMNS. ALL CONDUITS SHALL BE

SUSPENDED FROM OR ATTACHED TO THE CONCRETE STRUCTURE.

12. PROVIDE (1) - #5 X 4’-0” AT RE-ENTRANT CORNERS AND AROUND RECTANGULAR HOLES IN SLABS

UNLESS NOTED OTHERWISE. PLACE BAR DIAGONAL TO CORNER WITH 1” CLEARANCE FROM TOP

AND THE SIDE OF THE SLAB AT THE CORNER.

13. WHERE FRESH CONCRETE IS DEPOSITED AGAINST HARDENED CONCRETE (GREATER THAN 8

HOURS OLD), CLEAN EXISTING SURFACE OF LAITANCE AND FOREIGN MATERIAL AND DAMPEN THE

EXISTING SURFACE. IF REQUIRED, ROUGHEN EXISTING CONCRETE TO ¼” AMPLITUDE.

SAW CUT JOINTS OR KEYED CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL BE SPACED TO

DIVIDE THE SLAB INTO PANELS NOT TO EXCEED 225 SQUARE FEET. THE LONGER DIMENSION OF EACH

PANEL SHALL NOT EXCEED THE SHORTER DIMENSION BY MORE THAN 20%. JOINTS SHALL BE

LOCATED AT COLUMN CENTERLINES WHERE POSSIBLE. CONTRACTOR SHALL SUBMIT JOINT LAYOUT

TO ARCHITECT FOR APPROVAL

STRUCTURAL ABBREVIATIONS

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECT OR ARCHITECTURAL

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

CF COLD FORMED

CFMF COLD-FORMED METAL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR/CLEARANCE

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DWL DOWEL

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FLR FLOOR

FND FOUNDATION

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SPLICE LENGTH

LW LIGHTWEIGHT

MANUF MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER, EACH WAY

OF OUTSIDE FACE

OH OPPOSITE HAND

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PLF POUNDS PER LINEAL FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RE: OR REF REFER TO

REINF REINFORCING

REQD REQUIRED

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWF WELDED WIRE FABRIC

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

STRUCTURAL GENERAL NOTES

SA-001

-2

-9

S

A -0

/2

/0

.p d f

EXISTING STREET LIGHT

FLAG POLE

OXYGEN

STORAG

E

RV PARKING

RV PARKING

BLDG 1

BLDG 18

BLDG 16

BLDG 10

BLDG 7

BLDG 4

BLDG 2

BLDG 21

BLDG 20

BLDG 17

BLDG 8

BLDG 25

BUILDING:

BUILDING 1 - MAIN HOSPITAL - REFER TO SHEETS SF-101 THROUGH SF-106

BUILDING 2 - WAREHOUSE/BOILER PLANT - REFER TO SHEET SF-107

BUILDING 4 - TR - REFER TO SHEET SF-108

BUILDING 7 - QUARTERS - REFER TO SHEET SF-109

BUILDING 8 - HUMAN RESOURCE - REFER TO SHEET SF-110

BUILDING 10 - EMS/ COMPLIANCE - REFER TO SHEET SF-110

BUILDING 16 - TRAINING ROOM - REFER TO SHEET SF-111

BUILDING 17 - BUSINESS SPACE - REFER TO SHEET SF-111

BUILDING 18 - DOMICILIARY - REFER TO SHEET SF-112

BUILDING 20 - SWING SPACE - REFER TO SHEET SF-112

BUILDING 21 - EDUCATION - REFER TO SHEET SF-113

GENERAL SHEET NOTES

A. REFERENCE SHEET S-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES &

DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

OVERALL SITE PLAN

SS-101

-2

-9

S

S -1

/1

/2

.p d f

1" = 50'-0"

SITE PLAN

114A

114B

RO LL IN G SHU TTER

ROLL UP DOOR 10'2"

UP

WOMEN'S

EN TRANCE O PC

INFORMA TION

RAMP

RAMP

RAMP

FP

N

SF-101

3 _____

SF-101

87 87

110 110

89 89

26.A

26.A

81 81

43 49 51

KEY PLAN

BLDG 1

NTS

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

2. CONTRACTOR SHALL CORE THE EXISTING SLAB IN BETWEEN EXISTING JOISTS AT A

MINIMUM 4" AWAY FROM FACE OF EXISTING CONCRETE JOISTS. FERROSCAN DRILL

LOCATION PRIOR TO DRILLING. CONTRACTOR SHALL ENSURE THAT NO EXISTING

REINFORCEMENT IS CUT. CORE DRILL 3" DIAMETER MAXIMUM.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

EXITING 1B73

E X

IS

T

IN

G

B

E X

IS

T

IN

G

B

E X

IS

T

IN

G

J5

E X

IS

T

IN

G

J5

E X

IS

T

IN

G

J5

EXITING 1B73

21' - 0 1/2"

EXISTING 1B72

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

B

E X

IS

T

IN

G

B

EXISTING 1B63 89

26.A

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 01 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-101

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 01 ENLARGED PLAN - TR ROOM 57

1/4" = 1'-0"

BUILDING 1 - LEVEL 01 ENLARGED PLAN - TR ROOM 82

N

RECEPT ION WINDOW

KEY PLAN

BLDG 1

NTS

SF-102

3 _____

SF-102

87 87

110 110

89 89

26.A

26.A

27 28

EXISTING 2B233

EXISTING 2B184

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

E X

IS

T

IN

G

J3

EXISTING 2B74

EXISTING 2B72

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

B

3E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

E X

IS

T

IN

G

J2

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 02 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-102

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 02 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 02 ENLARGED PLAN - TR ROOM 236

1/4" = 1'-0"

BUILDING 1 - LEVEL 02 ENLARGED PLAN - TR ROOM 229

Swing Space

SPD

FIRST FLOOR OPC ROOF

SECOND FLOOR OPC /ROOF

FIRST FLOOR OPC ROOF

SECOND FLOOR ROOF

DOWN

WALK WAY

EXIST ING

MECH. EQU IP

MECH. EQU IP

EXIST ING KEY PLAN

BLDG 1

NTS

SF-103

3 _____

SF-103

87 87

110 110

89 89

26.A

26.A

28 29

EXISTING 3B40

EXISTING 3B40

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

NEW PARTITION WALL

RE: ARCH

EXISTING 3B39

EXISTING 3B16

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

E X

IS

T

IN

G

J1

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 03 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-103

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 03 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 03 ENLARGED PLAN - TR ROOM 350

1/4" = 1'-0"

BUILDING 1 - LEVEL 03 ENLARGED PLAN - TR ROOM 340

ST A F F

P UB L I C

P UB L I C

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T HM E N T A L

HE A L T H

M E N T A L

HE A L T H

GR I E F

O E F /O I F

M AN AG E R

O E F /O I F

P R O G R AM

O E F /O I F

C A S E M A NAG E R

O E F /O I F

C A S E M A NAG E R

O E F /O I F

P A T I E N T S A F E T Y

P A T I E N T S A F E T Y

SU I C I D E

P R E V E N T I O N

ME D I C A L S T A F F ST A F F

C ON F E R E NC E

C H AP L A I N ' S

C H AP L A I N ' S

S OC I A L

W OR K

S OC I A L

W OR K

S OC I A L

W OR K

S OC I A L

W OR K

G R O UP

H UD

V A S H

N I E C

S OC I A L W OR K

CH I EF ' S

M E C H AN I C A L

V O L U N T E E R

C OM P U T E R

M E N T A L

HE A L T H

ME N T A L H E A L T H

CH I EF ' S M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

P S Y C H O L O G Y

P S Y C H O L O G Y

P S Y C H O L O G Y

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

C ON T R O L

R E L A X A T I O N

C W T T R A I N I N G

G R O UP

G R O UP

G R O UP

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

E X AM

ST A F F

M E C H AN I C A L

R E C R E A T I O N T H E R A P Y

M U L T I - P U R P O S E

P UB L I C

P L A Y

TE L E - M E D I C I N E

N U R S E ' SN U R S E ' S

S OC I A L

W OR K

M E N T A L

HE A L T H

M E N T A L

HE A L T H

M E N T A L

HE A L T H

C OP Y /

P UB L I C

W OR K/

TE L E - M E D I C I N E

P A T I E N T

P A T I E N T

W OM E N ' S

ST A F F

EX I S T I N G EX I S T I N G

KEY PLAN

BLDG 1

NTS

SF-104

2_____

SF-104

87 87

110 110

89 89

26.A

26.A

EXISTING BEAM 4B39

E X

IS

T

IN

G

J O

IS

T

J1

E X

IS

T

IN

G

B E

A M

B

EXISTING BEAM 4B16

E X

IS

T

IN

G

J O

IS

T

J1

E X

IS

T

IN

G

JO

IS

T

J1

E X

IS

T

IN

G

J O

IS

T

J1

E X

IS

T

IN

G

J O

IS

T

J1

E X

IS

T

IN

G

J O

IS

T

J1

EXISTING BEAM 4B16

E X

IS

T

T

J1

EXISTING BEAM 4B39

E X

IS

T

IN

G

B E

A M

B

E X

IS

T

T

J1

E X

IS

T

IN

G

J O

IS

T

J1

E X

IS

T

IN

G

J O

IS

T

J1

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 04 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-104

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 04 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 04 ENLARGED PLAN - TR ROOM 4160

1/4" = 1'-0"

BUILDING 1 - LEVEL 04 ENLARGED PLAN - TR ROOM 4074

CLEAN LI NEN

FO URTH FLO OR ROO F

FOURTH FLO OR ROO F

LOCKER

KEY PLAN

BLDG 1

NTS

SF-105

2_____

SF-105

87 87

110 110

89 89

26.A

26.A

EXISTING BEAM 5B17 EXISTING BEAM 5B16

EXISTING BEAM 5B39EXISTING BEAM 5B40

E X

IS

T

IN

G

J O

IS

T

J4

E X

IS

T

IN

G

J O

IS

T

IS

T

T

IS

T

IN

G

J O

IS

T

IS

T

IN

G

J O

IS

T

EXISTING BEAM 5B116E

X

IS

T

IN

G

B E

A M

B

E X

IS

T

B

A

M

B

EXISTING

BEAM 5B77

E X

IS

T

T

J3

E X

IS

T

T

J3

E X

IS

T

T

J3

E X

IS

T

T

J3

26.A

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 05 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-105

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 05 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 05 ENLARGED PLAN - TR ROOM 530

1/4" = 1'-0"

BUILDING 1 - LEVEL 05 ENLARGED PLAN - TR ROOM 544

KEY PLAN

BLDG 1

NTS

SF-106

87 87

110 110

89 89

26.A

26.A

25 26

E X

IS

T

IN

G

B E

A M

B

E X

IS

T

IN

G

B E

A M

B

0E

X

IS

T

T

J2

EXISTING BEAM 6B80

EXISTING BEAM 6B70

E X

IS

T

T

J2

26.A

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. CONTRACTOR TO REFERENCE ARCH

KEYNOTES ON ARCH PLANS FOR EXACT LOCATION(S).

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWINGS FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION PLANS.

D. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS.

E. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 1 - LEVEL 06 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-106

-2

-9

S

F -1

/1

/2

.p d f

1" = 30'-0"

BUILDING 1 - LEVEL 06 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 1 - LEVEL 06 ENLARGED PLAN - TR ROOM 618

Engineering Service

UPDN

KEY PLAN

BLDG 2

NTS

SF-107

NEW WALL,

SEE ARCH

DOOR,

SEE ARCH

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 2 - LEVEL 01 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-107

-2

-9

S

F -1

/1

/2

.p d f

1/16" = 1'-0"

BUILDING 2 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 2 - LEVEL 01 ENLARGED PLAN - TR ROOM 28B

KEY PLAN

BLDG 4

NTS

SF-108

2 11

S E

E M

E P

4' - 0"

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

3. NEW FLOOR DRAIN. RE: MEP AND SEE DETAIL 4/SF-108. CONTRACTOR SHALL REPAIR

THE EXISTING SLAB USING DETAIL 3/SF-108.

4. CONTRACTOR SHALL FERROSCAN THE EXISTING CONCRETE WALL PRIOR TO DRILLING.

NO REINFORCEMENT IN THE EXISTING EXISTING GRADE BEAM SHALL BE CUT.

CONTRACTOR SHALL PLACE CONDUIT IN THE CENTER OF THE EXISTING GRADE BEAM

WITH A MINIMUM OF 2" CLEAR OF ALL REINFORCEMENT.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

MATCH EXISTING

SLAB DEPTH AND

REINFORCEMENT

#4 DOWEL @ 12" OC (EMBED 6" MIN

INTO EXISTING SLAB USING HILTI

HY-200 ANCHORAGE SYSTEM.

(INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.)

EXISTING SLAB AND

REINFORCEMENT

DRAIN WIDTH (+ 8")

6"

SLOPE FLOOR TO DRAIN

FLOOR DRAIN

SEE PLUMBING DWGS.

MAX. 2" DIA.

(2) #5 EACH WAY

WATER VAPOR

BARRIER

VERIFY LOCATION WITH

PLUMBING DRAWINGS

SEE ARCH SEE ARCH

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 4 - LEVEL 01 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-108

-2

-9

S

F -1

/2

/2

.p d f

1/16" = 1'-0"

BUILDING 4 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 4 - LEVEL 01 ENLARGED PLAN - SERVER RM 105A

AND CONFERENCE RM 105A

NTS3

SLAB REPAIR DETAIL

NTS4

FLOOR DRAIN DETAIL

Big Spring, Building 07, Floor 01

Common Space (151.6 Sq. Ft.)

Quarters (5555.96 Sq. Ft.)

KEY PLAN

BLDG 7

NTS

SF-109

1 2

NEW NON

STRUCTURAL

WALLS, RE: ARCH

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDING 7 - LEVEL 01 OVERALL

FLOOR PLAN AND ENLARGED

STRUCTURAL PLANS

SF-109

-2

-9

S

F -1

/1

/2

.p d f

1/16" = 1'-0"

BUILDING 7 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 7 - LEVEL 01 ENLARGED PLAN - TR ROOM 17A

KEY PLAN

BLDG 16

NTS

BLDG 17

SF-110

NEW DOORS AND

WALLS PER

ARCH, RE: ARCH

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDINGS 16 & 17 - LEVEL 01

OVERALL FLOOR PLAN AND

ENLARGED STRUCTURAL PLANS

SF-110

-2

-9

S

F -1

/1

/2

.p d f

1/16" = 1'-0"

BUILDING 17 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 17 - LEVEL 01 ENLARGED PLAN - TR ROOM 101

F .O .M

2 427

3 'O

/S2 60

3.9 540 87

2 427

3 'O

/S2 60

3.9 540 87

X

F .O .M

KEY PLAN NTS

BLDG 20

BLDG 18

SF-111

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDINGS 18 & 20 - LEVEL 01

OVERALL FLOOR PLAN AND

ENLARGED STRUCTURAL PLANS

SF-111

-2

-9

S

F -1

/1

/2

.p d f

1/16" = 1'-0"

BUILDING 18 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 18 - LEVEL 01 ENLARGED PLAN - TELECOM ROOM 162C

KEY PLAN NTS

BLDG 25

BLDG 21

SF-112

SF-112

# FLOOR PLAN NOTES:

1. IT RACK. CONTRACTOR TO VERIFY EXACT LOCATION WITH MEP. MAX WEIGHT OF

EQUIPMENT AND RACK IS 500 LBS. A SIGN SHALL BE POSTED ON THE IT RACK STATING

THE MAXIMUM WEIGHT. NO OTHER EQUIPMENT, STORAGE, OR OFFICE SPACE SHALL BE

ALLOWED IN THE ROOM AND SHALL BE POSTED. SEE ARCH FOR SIGNAGE AND EXACT

LOCATION.

2. EXISTING FLOOR IS SLAB ON GRADE. CONTRACTOR SHALL NOTIFY ENGINEER OF

RECORD IF THE EXISTING FLOOR IS NOT SLAB ON GRADE.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES

& DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. SEE ARCHITECTURAL FOR DEMOLITION PLANS.

D. CONTRACTOR TO REFERENCE ARCH FOR ROOM NAME AND NUMBERS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900 Texas Registration No. 8856 12/23/2022

12-23-2022

519-21-900

KMSSJB

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

BUILDINGS 21 & 25 - LEVEL 01

OVERALL FLOOR PLAN AND

ENLARGED STRUCTURAL PLANS

SF-112

-2

-9

S

F -1

/1

/2

.p d f

1/16" = 1'-0"

BUILDING 21 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 21 - LEVEL 01 ENLARGED PLAN - DATA ROOM 105

1/16" = 1'-0"

BUILDING 25 - LEVEL 01 - OVERALL FLOOR PLAN

1/4" = 1'-0"

BUILDING 25 - LEVEL 01 ENLARGED PLAN - DATA ROOM 35

114A

114B

EMERGENCY

PANEL

18B

3A

87I

87K

20A

113B

107A

107B

96C

96B

151 150 116

127 128

72F

138A

18A

147C

65B

91G

91J

119A

119B

125D

120D

122A 122B

122D 122C

124A 124B

124C 124D

125A

125C 125B

136137138

147B

147A

ATS

ENG.

145A

120C

120B 120A119C

119C

113A

112H

106B

106A

104A

105A

100A

98 97

164A162 161160159

85A

91C

95A

95B

96A

96D96E

91B

91D 91E

91H

91A 91I

91F87E

87D

9090A

87C 87B

87O

87P

87N 87M

87A

87F87G

87L

152A

153B

153A

1B

1D1E

4B

4A

66A78910

65A

72G

55A

53B5353A

28A

31E

31A

31E

31B

31C

91K

91M91N

91L

112A

HEALTH

BENEFIT

ADMIN.

4C

4E 4F

64B

64A

67A

112B

112C

112D

112E

112F

112G

HEALTH

BENEFIT

ADMIN.

RO WATER

EYEWASH

EYEWASH

Hose Bibb

3 washers

WH

washer

CLOSET

MENS

BATH RM

MALE

REST RM

CHEMICAL STORAGE

ELECTRICAL CLOSET

HOUSE

KEEPING

SUPPLY

MALE

REST RM

DRESSING RM

DRESSING RM

MALE

REST RM

EMS

SOILED

LINEN RM

REST RM

MALE

REST RM

ELECTRICAL RM ELECTRICAL RM CLOSET

HOUSE KEEPING

TELECOM

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1. ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES TO BE REMOVED.

2. THE EXTENT OF…