Attachment 3 Drawings - VAMC Kerrville TX Bldg 11 Basement Renovation.pdf

PROJECT TEAMPROJECT SUMMARY

PROJECT INFORMATION

THE MAIN HOSPITAL BUILDING 11 HAS EIGHT STORIES (BASEMENT TO 7TH FLOOR AND A MECHANICAL PENTHOUSE ON THE

ROOF LEVEL. THERE IS NO INTERSTITIAL SPACE ABOVE EACH FLOOR.

ASBESTOS SURVEYS SHALL IDENTIFY APPROXIMATE QUANTITIES OF ACM IN TYPE AND LOCATION FOR SELECT ABATEMENT. A PHASING PLAN IS PROVIDED TO MINIMIZE OUTAGES AND DISRUPTIONS WITH INFECTION CONTROL ACCESSMENT(ICRA) AND

ENVIRONMENTAL BARRIERS LOCATED TO CONTROL DUST AND DEBRIS.

RENOVATION OF THE BASEMENT MECHANICAL ROOM IN BUILDING 11.

1. REMOVAL OF EXISTING RAMP AT ENTRANCE WITH INSTALLATION OF A EQUIPMENT LIFT.

2. REMOVE EXIST I-BEAM AND SUPPORTS FOR OLD CHILLER NO LONGER IN USE.

3. REMOVE BACK ROOM EXTERIOR GRATE AND PROVIDE LEAK PROOF ENCLOSURE.

4. PROVIDE CABINETRY AND CABINET SINK STATION(S), UPGRADE EXHAUST, ELECTRICAL AND LIGHTING.

5. INSTALL WALL MOUNTED CIRCULATION FANS AT WORKSTATIONS.

6. REMOVE PIPING, FIRE ALARM CONDUIT AND PA SYSTEM NO LONGER IN SERVICE.

7. REPAIR EXISTING OR RESTORE CONCRETE FLOOR, DOORS AND SOUND PROOFING.

8. REPLACE EXTERIOR FAN WITH AN UP BLAST MOUNTED CONTROL T STAT.10.

9. ENCLOSE AREA AROUND MED-AIR/VAC AND INSTALL A MINI SPLIT.

10. REPLACE PNEUMATIC CONTROL FOR HEATING HOT WATER WITH DDC AND MAP BACK-UP TO FRONT OF COMPUTER.

11. INSTALL VDF'S AND CONTROL POINTS ON HOT WATER SYSTEM.

12. HOT WATER RECIRCULATION, REINSULATE ALL LINES, REPLACE ALL LINES AND VALVES. REPLACE 2 BOOSTER RECIRC

PUMPS, TIE INTO HEAT EXCHANGER SYSTEM.

13. POTABLE HOT WATER, REINSULATE AND REPLACE MAIN LIN EAND VALVES. REPLACE 2 HEAT EXCHANGER, VALVES, GAUGES AND MIXING VALUES. TIE SYSTEM INTO COLD POTABLE WATER LINE AND

INTO HOT WATER RECIRC LINE.

14. POTABLE COLD WATER SUPPLY, REINSULATE, REPLACE MAIN LINE AND VALVES. REPLACE 2 BOOSTER PUMPS AND

EXISTING PIPING AND SECONDARY POTABLE WATER TIE IN LINE.

15. GREYWATER/SEWAGE LINES, REPLACE MAIN LINE AND ALL TIE IN CONNECTIONS, PIPING.

16. REPLACE OLD SUMP PUMP, PIPING AND FLOAT SWITCH.

17. LABEL AND COLOR CODE ALL PIPING.

18. ADD TEMPORARY SHUT OFF KEY LOCATIONS TO ALLOW REDIRECT SERVICING TO LINES.

19. REPLACE EXISTING PVC PIPES WITH BLACK STEEL.

20. RELOCATE EXISTING PIPING WITH A MORE DIRECT ROUTE AS NEED.

GENERAL NOTES

PROJECT NAME: BUILDING 11 BASEMENT RENOVATION

PROJECT NUMBER: 671A4-22-106

PROJECT LOCATION: KERRVILLE VAMC - 3600 MEMORIAL BOULEVARD, KERRVILLE, TX 78028-3768

1. THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE LOCATION. THESE DRAWINGS ARE A COMPOSITE SET OF CONTRACT DOCUMENTS AND SHALL NOT BE SEPARATED FOR DISTRIBUTION. THE GC SHALL REVIEW ALL DRAWINGS

AND PROVIDE/DISTRIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR.

2. THE GC SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY WORK BEING PERFORMED BEFORE

SUBMITTING COST QUOTATIONS FOR WORK.

3. NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS AND ITS ASSOCIATED FIELD/PROJECT CONDITIONS SO THAT A RESOLUTION CAN BE

PROVIDED PRIOR TO CONTINUING WITH WORK.

4. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE ARCHITECT

5. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS, SHALL BE EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND CERTIFICATES

AND SHALL FURNISH COPIES OF PERMITS, INSPECTIONS, AND CERTIFICATES TO THE OWNER.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE DISRUPTION OF ANY EXISTING TENANTS OR BUILDING OPERATIONS. THE GENERAL CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING CONSTRUCTION THROUGHOUT ALL PHASES OF CONSTRUCTION. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION OR EQUIPMENT SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S

EXPENSE.

7. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS.

8. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE ARCHITECT IN WRITING AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH

RESPECT TO DELIVERY DATE, QUALITY, OR COST.

9. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CONTRACTOR'S MEANS

AND METHODS OR FOR TEMPORARY STRUCTURES.

10. DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL

EMPLOY ENGINEERING EXPERTISE AS NEEDED TO ASSIST IN DEMOLITION.

11. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING OSHA REGULATIONS

DURING CONSTRUCTION.

12. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS. THE GC SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR STORAGE OF MATERIALS. PARTIALLY COMPLETED WALLS SHALL BE COVERED TO PROTECT FROM WATER INTRUSION. DAMAGE, INCLUDING BUT NOT LIMITED TO MOLD, RESULTING FROM WATER INTRUSION DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.

13. ANY WORK NOT SHOWN ON THE DRAWINGS, BUT CONSIDERED NECESSARY

FOR THE COMPLETION OF THE WORK IN A PROPER MANNER SHALL BE PROVIDED

BY THE GC WITHOUT ADDITIONAL CHARGE.

14. GC IS RESPONSIBLE FOR ALL SAFETY CONDITIONS RELATING TO PROJECT CONSTRUCTION.

15. GC SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF NEW UTILITIES WITH EXISTING ADJACENT UTILITIES.

16. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THE CONTRACT OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, REPAIR OR CLOSE UP TO CORRESPONDING MATERIAL, FINISH OF THE ADJOING WORK. WHERE DAMAGE IS NOT REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BE PROVIDED.

17. FLAMMABLE AND COMBUSTIBLE MATERIALS IF USED DURING CONSTRUCTION SHALL BE HANDLED AND STORED IN

ACCORDANCE WITH NFPA 30 (2020).

18. ANY DUCTWORK THAT PENETRATES A RATED ASSEMBLY SHALL BE PROTECT WITH AN APPROPRIATE DAMPER AND TIED TO

THE FIRE ALARM.

19. ALL PROJECT-RELATED REMOVAL/DEMOLITION ACTIVITIES (I.E. PIPE INSULATION, FLOORING, FINISHES) SHALL BE PERFORMED BY THE ABATEMENT CONTRACTOR INSIDE THE REGULATED ABATEMENT WORK AREAS, FOLLOWED BY A THOROUGH CLEANING OF ALL ACCESSIBLE SURFACES/CAVITIES. THE LOCATION OF SITE STORAGE OF ALL MATERIAL, EQUIPMENT AND DECONTAMINATION UNITS AND THE WASTE TRAILER/DUMPSTER SHALL BE COORDINATED WITH AND APPROVED BY THE COR. CONTRACTOR TO COMPLY WITH OSHA ASBESTOS GUIDELINES 1910.10001, REFER TO

SPECIFICATIONS.

20. CONTRACTOR TO COMPLY WITH OSHA 1926 GUIDELINES FOR LEAD PAINT TESTING AND ABATEMENT, REFER TO

SPECIFICATIONS.

SCOPE OF WORK SUMMARY:

VICINITY MAP

M

EM

O

RIAL BLVD (TX-27)

VETERANS H

W

Y (T X-5

1594 N

N

N

N

1311 N

N

N

NORTH

OWNER:

Department of Veterans Affairs - Network Contracting Office NCO17 2002 Scott Boulevard Temple, TX 76504

CONTRACTING OFFICER REPRESENTATIVE (COR):

Kerrville VA Medical Center 3600 Memorial Boulevard Kerrville, TX 78028-3768

Hector L. Corominas Hector.Corominas@va.gov

830-896-2020 x12788

PROJECT MANAGER:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Arlo Wieczorek, PE Arlo.Wieczorek@RomanykConsulting.com

855.424.3838 x324

319.721.4986 cell

MECHANICAL ENGINEER:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Arlo Wieczorek, PE Arlo.Wieczorek@RomanykConsulting.com

855.424.3838 x324

319.721.4986 cell

PLUMBING ENGINEER:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Arlo Wieczorek, PE Arlo.Wieczorek@RomanykConsulting.com

855.424.3838 x324

319.721.4986 cell

ELECTRICAL ENGINEER:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Yumei Wang, PE, PMP, LEED AP yumei.wang@RomanykConsulting.com

855.424.3838 x311

402.321.3766 cell

STRUCTURAL ENGINEER:

IMEG CORP.

15 Sunnen Drive Suite 104 St. Louis, MO 63143

Katie M. Goldberg, SE, PE, LEED AP katie.m.goldberg@imegcorp.com

314.951.2538

319.573.1239 cell

PROJECT ARCHITECT:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Gary Friedman Gary.Friedman@RomanykConsulting.com

855.424.3838

720.989.8588 cell

ENVIRONMENTAL ENGINEER:

Argus Environmental Consultants, LLC 10004 Wurzbach #247 San Antonio, Texas 78230

Mark D. Freemyer, CIEC www.ArgusEnvironmental.com

210.493.2560

• 2018 NFPA 101 LIFE SAFETY CODE

• 2018 IBC INTERNATIONAL BUILDING CODE

• 2018 IEBC INTERNATIONAL EXISTING BUILDING CODE

• 2018 IFC INTERNATIONAL FIRE CODE

• 2018 IPC INTERNATIONAL PLUMBING CODE

• 2018 IECC INTERNATIONAL ENERGY CONSERVATION CODE

• 2018 IMC INTERNATIONAL MECHANICAL CODE

• 2018 IFGC INTERNATIONAL FUEL GAS CODE

• 2017 ABAAS VA BARRIER FREE DESIGN STANDARDS

• 2020 NFPA 70 NATIONAL ELECTRIC CODE

• 2020 NFPA 13 STANDARD FOR TTHE INSTALLATION OF SPRINKLER SYSTEMS.

APPLICABLE CODES

IBC OCCUPANCY GROUP I-2 (PRIMINARY HEALTH CARE) SECTION 308.3.

NFPA 101 OCCUPANCY GROUP HEALTH CARE OCCUPANCY SECTION 43.5.1.3 & CHAPTER 18

OCCUPANCY GROUP

NFPA 101 TYPE II (222) SECTION 18.1.6.1 & TABLE 18.1.6.1

IBC I-B TABLE 601

CONSTRUCTION CLASSIFICATION

2 HR. PRIMARY STRUCTURAL FRAME

2 HR. BEARING WALLS-EXTERIOR

2 HR. BEARING WALLS-INTERIOR

NONBEARING WALLS & PARTITIONS TABLE 602

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER IBC TABLE 601

INTERIOR FINISHES PER IBC TABLE 803.13

CLASS B INTERIOR EXIT STAIRWAYS & RAMPS

CLASS B CORRIDORS & ENCLOSURE FOR EXIT ACCESS STAIRWAYS & RAMPS

CLASS B ROOMS & ENCLOSED SPACES

0 HR . NONBEARING WALLS & PARTITION-INTERIOR 2 HR.

2 HR. FLOOR CONSTRUCTION & SECONDARY MEMBERS SECTION 202

1 HR. ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS SECTION 202

BUILDING IS PROTECTED THROUGHOUT BY AN AUTOMATIC SPRINKLER SYSTEM.

G ra p h ic S ca le

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Romanyk Consulting Focusing on what matters

F

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910 7 6 5 4 3 2 1

8910 7 6 5 4 3 2 1

U.S. Department of Veterans Affairs

Project Number

Building Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered Drawing Number

VA FORM 08 - 6231

Office of Construction and Facilities Management

B

IM

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N

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PROJECT NUMBER - 671A4-22-106

VAMC KERRVILE, TX BUILDING 11 BASEMENT

RENOVATION

CONSTRUCTION DOCUMENTS

NOV. 22, 2022

PROJECT COVER SHEET

GF ACB

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

NOV. 22, 2022

11-GI100VAMC KERRVILLE, TX

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

Revisions: Date:

0 GRID / COLUMN LINE DESIGNATOR

EQUIPMENT NUMBER

WALL TYPE

WINDOW TYPE

ROOM NAME

ROOM NAME / NUMBER

REVISION TAG

NORTH ARROW WITH TRUE

NORTH INDICATION

ELEVATION NUMBER

SECTION

INTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation

FLOOR LEVEL &

NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET KEYNOTE

A101

SIM

EXTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

ANNOTATION DRAWING

SYMBOLS

A101

A101

OR

PLAN NORTH

TRUE NORTH

NORTH

INDEX OF DRAWINGS

DISCIPLINE DESIGNATOR

(MAJOR):

G - GENERAL

A - ARCHITECTURE

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

SHEET TYPE

DESIGNATOR

SHEET NUMBER

WITHIN SERIES

11-AE101

DISCIPLINE DESIGNATOR

(MINOR)

BUILDING NUMBER

ICRA CONTAINMENT WALL-LITE BARRIER ICRA CONTAINMENT WALL-REAL WALL ICRA CONTAINMENT WALL-FIREBLOCK WALL321

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

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0"

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/1 6"

0"

G ra p h ic S ca le

/8

0"

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/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

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G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

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Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

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B

A

F

Office of Construction and Facilities Management

B

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/R en vt B as em en t M ec h

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SHEET INDEX, ABBREVIATIONS, AND SYMBOLS

AND ICRA

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-GI101

FULLY

SPRINKLERED15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

NTS NOT TO SCALE

NS... NATIONAL STANDARD...

NOM NOMINAL

NOA

A

NATIONAL OCEANIC &

ATMOSPHERIC...

NO NORMALLY OPEN

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE...

NEM

A

NATIONAL ELECTRICAL

MANUFACTURERS...

NEC NATIONAL ELECTRICAL...

NC NORMALLY CLOSED

NA NOT APPLICABLE (ALSO...

MRI MAGNETIC RESONANCE...

MER MECHANICAL EQUIPMENT...

MIN MINIMUM

MAX MAXIMUM

XFER TRANSFER

LPG LIQUID PROPANE GAS

VHA VETERANS HEALTH...

IPC INTERNATIONAL PLUMBIN...

ID INSIDE DIAMETER UTIL UTILITY

ICU INTENSIVE CARE UNIT UPC UNIVERSAL PLUMBING...

I/O INPUT/OUTPUT UL UNDERWRITER'S...

HAC HOUSEKEEPING AIDE’S... TE... TEMPERATURE

TYP TYPICAL

EX EXISTING (OR EXIST)

EL ELEVATION SPEC SPECIFICATION

ES... EASEMENT SM... SHEET METAL AND AIR...

ETO ETHYLENE OXIDE SI INTERNATIONAL SYSTEM...

EA EXHAUST AIR SHT SHEET

SEN SENSIBLE HEAT

DWG DRAWING SCI SPINAL CODE INJURY

SA SUPPLY AIR

CO2 CARBON DIOXIDE RM ROOM

CENT CENTRIFUGAL RO REVERSE OSMOSIS

RDS ROOM DATA SHEETS

BMT BONE MARROW... RE... REQUIRED

BLDG BUILDING RA RETURN AIR

R/E RETURN OR EXHAUST

ASPE AMERICAN SOCIETY OF...

AS... AMERICAN SOCIETY OF... PSS PRIMARY SECONDARY...

ASH

RAE

AMERICAN SOCIETY OF

HEATING REFRIGERATION... PGW

PROPYLENE

GLYCOL-WATER SOLUTION

ARI AIR CONDITIONING AND...

AMB AMBIENT OR OPERATING ROOM

AFG ABOVE FINISHED GRADE OD OUTSIDE DIAMETER

AFF ABOVE FINISHED FLOOR OC ON CENTER

A/E ARCHITECTS AND... OA OUTSIDE AIR

GENERAL ABBREVIATIONS

NUMBER SHEET TITLE

GENERAL

11-GI100 PROJECT COVER SHEET

11-GI101 SHEET INDEX, ABBREVIATIONS, AND SYMBOLS AND ICRA

11-GI102 SITE PLAN

ARCHITECTURAL

11-AD100 ENLARGED BASEMENT FLOOR PLANS - DEMOLITION

11-AE100 ENLARGED BASEMENT FLOOR PLANS

11-AE500 DETAILS AND SCHEDULES

11-AE501 DETAILS AND SCHEDULES

STRUCTURAL

11-S001 GENERAL NOTES

11-S100 BASEMENT RENO DEMOLISH AND NEW PLANS

SPRINKLER

11-F-100 FIRE PROTECTION SYMBOLS, NOTES, AND ABBREVIATIONS

11-FD100 ENLARGED BASEMENT FLOOR PLAN - SPRINKLER DEMOLITION

11-FP100 ENLARGED BASEMENT FLOOR PLAN - SPRINKLER

PLUMBING

11-P-100 PLUMBING SYMBOLS, NOTES, AND ABBREVIATIONS

11-P-101 PLUMBING SCHEDULES AND DETAILS

11-PD100 ENLARGED BASEMENT FLOOR PLAN - PLUMBING DEMOLITION

11-PD101 ENLARGED BASEMENT FLOOR PLAN - SANITARY DEMOLITION

11-PP100 ENLARGED BASEMENT FLOOR PLAN - PLUMBING

11-PP101 ENLARGED BASEMENT FLOOR PLAN - SANITARY

MECHANICAL

11-M-100 MECHANICAL SYMBOLS, NOTES, AND ABBREVIATIONS

11-M-101 MECHANICAL SCHEDULES AND DETAILS

11-M-102 MECHANICAL CONTROLS

11-MD100 ENLARGED BASEMENT FLOOR PLAN - MECHANICAL EQUIPMENT

DEMOLITION

11-MD101 ENLARGED BASEMENT FLOOR PLAN - HYDRONIC PIPING

DEMOLITION

11-MP100 ENLARGED BASEMENT FLOOR PLAN - MECHANICAL EQUIPMENT

11-MP101 ENLARGED BASEMENT FLOOR PLAN - HYDRONIC PIPING

ELECTRICAL

11-E-001 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS

11-ED100 ENLARGED BASEMENT FLOOR PLAN - ELECTRICAL DEMOLITION

11-EL100 ENLARGED BASEMENT LIGHTING FLOOR PLAN - ELECTRICAL

11-EP100 ENLARGED BASEMENT POWER FLOOR PLAN - ELECTRICAL

Grand total: 29

MESQUITE

M E S Q U I T E

S U M A C

E L M

E L M

H U

IS

A C H E

BLUEBONNET

LIV

E

OA

K

R E D

O A K

M A P L E

A G A R

IT

A

RE

D

OA

K

B L U E B O N N E T

CY

PR

ES

S

C Y P R E S S

MO

UN

TA

IN

LA

UR

EL

PR

IC

KL

Y

PE

AR

Y U C C A

W A L N U T

PECAN

PECAN

V E

T E

R A

N S

H

IG

H W

A Y

GENERAL NOTES

SITE LEGEND

SERVICE

PIT

ENGINEERING IDF

010D

CRAWL

SPACE

STORAGE

001A

STORAGE

001A

VENDING /

BREAK ROOM

RECREATION

THERAPIST

024C

MUSEUM

028A

DNSERVICE

PIT

ENGINEERING IDF

010D

CRAWL

SPACE

STORAGE

001A

STORAGE

001A

VENDING /

BREAK ROOM

RECREATION

THERAPIST

024C

MUSEUM

028A

LIFE SAFETY PHASING

KEYNOTES

19 8644 98A98B

ANNEX

(OPTIONAL)

IF PRIMARY

IS FULL

1. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY

WITH THE APPLICABLE REQUIREMENTS OF THE CODE.

2. CONSTRUCTION MATERIALS, FENCES AND EQUIPMENT

SHALL NOT BE PLACED OR STORED TO OBSTRUCT ACCESS

TO FIRE HYDRANTS, STANDPIPES, CATCH BASINS OR

MANHOLES AND NORMAL PEDESTRIAN AND CAR ROUTES.

BUILDING NOT IN SCOPE

EXCAVATION AREA

INFILL AREA

EXISTING SANITARY

EXISTING ABANDONED SANITARY

GENERAL CONTRACTOR

EGRESS PATH.

IRCA BARRIER

1. CONTRACTOR EMPLOYEES/COSNTRUCTION CREW TO

ENTER GATE LOCATED OFF IF 534 VETERAN HWY. SITE

ACCESS FOR CONTRACTOR, MATERIAL DELIVERIES AND

CHECKPOINT.

2. DESIGNATED PARKING FOR CONTRACTOR

3. MATERIAL DELIVERY AND CONTRACTOR STAGING AREA

4. CONTRACTOR ACCESS TO BUILDING

5. CONTRACTOR AND EQUIPMENT ENTRANCE.

6. CLOSED AND SEALED EXISTING DOOR MAY BE USED AS AN

ICRA BARRIER.

DOWN TO

BASEMENT

LEVEL.

DOWN TO

BASEMENT

LEVEL.

DOWN FROM

LEVEL 1.

DOWN FROM

LEVEL 1.

MECH ROOM

MECH ROOM

LIFE SAFETY PHASING NARRATIVE

PHASE 1 (LIFE SAFETY, STAGING AND ABATEMENT)

a. CONTRACTOR STAGING AREA AND FACILITY USE.

b. SAFEGUARDS DURING CONSTRUCTION.

c. ICRA BARRIERS, ETC.

d. PROTECT OR REMOVE EXISTING EQUIPMENT (I.E.

WASH), UTILITIES AND SLAB TO REMAIN.

e. ASBESTOS ABATEMENT IN MECHANICAL ROOM BASED

ON TEST REPORT. (I.E. INSULATION).

f. PROVIDE EGRESS LIGHTING AS NECESSARY IN THE

AREA

g. EXAM CONNECTIVITY OF ALL EXISTING ELECTRICAL

EQUIPMENT WHICH ARE UNUSED AND PREPARE FOR

REMOVAL.

h. PROTECT AND ALL EXISTING FIRE ALARM DEVICES, PROVIDE TEMPORARY FIRE ALARM DEVICES PER

CONSTRUCTION REQUIREMENTS.

i. COORDINATE POWER DOWN TIME DURATION AND

DATES WITH COR.

j. VA MAINTENANCE WILL NEED ACCESS TO THE MECH.

ROOM AT ALL TIMES TO ADDRESS ISSUES AS

NEEDED.

PHASE 2 (DEMOLITION, PREPARATION FOR NEW

WORKSCOPE)

a. TRENCH CONCRETE FLOOR FOR NEW UTILITIES AND

EQUIPMENT LIFT.

b. INSTALL UNDER SLAB UTILITIES (I.E. EQUIPMENT LIFT

DRAIN AND ELECTIRCAL).

c. REMOVE EXISTING UNUSED EQUIPMENT, CONDUIT, PIPING, FIRE ALARM, PA SYSTEM, ETC. NO LONGER IN

USE BACK TO ITS SOURCE. PROVIDE FIRE RATED UL

PENETRATION ASSEMBLIES FOR ANY WALL AND SLAB

EXISTING ROUTES THAT REMAIN.

d. REMOVE I BEAM AND SUPPORTS THAT ARE FOR THE

OLD CHILLER AND NO LONGER IN USE. PATCH AND

REPAIR CONCRETE SLAB ABOVE.

e. REMOVE EXISTING RAMP AND TRENCH DRAIN GRATE

REQUIRED FOR NEW WORK SCOPE. PREPARE

LANDING FOR NEW CONSTRUCTION WORK SCOPE.

f. REMOVE BASEMENT CORRIDOR DOUBLE DOORS AND

FRAME AND CUT NEW CMU OPENING, LINTEL AS

REQUIRED, PREPARE OPENING FOR NEW DOORS,

HARDWARE AND FRAME

g. REMOVE OLD SUMP PUMP AND REPLACE FLOAT

SWITCH.

PHASE 3 (STUB IN NEW UTILITIES)

a. ROUGH-IN NEW ELECTRICAL AND PLUMBING.

b. REMOVE OLD SUMP PUMP AND REPLACE FLOAT

SWITCH.

c. REPLACE EXTERIOR FAN WITH AN UP BLAST

MOUNTED TO EXTERIOR WITH CONTROL T-STAT.

PHASE 4 (LIFE SAFETY)

a. REPLACE ALL FIRE SPRINKLER HEADS IN ALL

ROOMS AND INSTALL NEW WALL MOUNTED

FIRE SPRINKLER HEADS. LAYOUT THE NEW

PIPE AND THEN CONNECT. SEPARATE

SYSTEM FROM REST OF BUILDING FOR NEW

PIPE CONNECTIONS AND COMPLETE TASK,

CONFIRM DOWNTIME WITH COR.

b. CONNECT NEW TAMPER AND FLOW SWITCHES

TO EXISTING FIRE ALARM SYSTEM

PHASE 5 (HOT WATER RECIRCULATION)

a. HOT WATER RECIRCULATION: REMOVE ALL

REMAINING NON-ASBESTOS INSULATION, LAYOUT

ALL NEW LINES NEXT TO EXISTING TO BE

REPLACED. PROVIDE CONNECTION SCHEDULE FOR

LINES AND VALVES AND REPLACEMENT OF 2

BOOSTER/ RECIRC PUMPS, TIE INTO HEAT

EXCHANGER SYSTEM. AND INSULATE, LABEL ALL

LINES.

b. POTABLE COLD-WATER SUPPLY: REMOVE ALL

INSULATION, REPLACE MAIN LINE AND VALVES,

REPLACE ALL BRANCH OFF LINES AND VALVES.

REMOVE 2 BOOSTER PUMPS AND EXISTING PIPING,

REMOVE SECONDARY POTABLE WATER TIE IN

LINE. MAKE TIE-IN TO HOT WATER LINE INSULATE

ALL PIPES.

c. REPLACE PNEUMATIC CONTROL FOR HEATING HOT

WATER W/ DDC. MAP BACK-UP TO FRONT END OF

COMPUTER.

d. INSTALL VDF’S AND CONTROL POINTS ON HOT

WATER SYSTEM.

e. CONNECT POWER TO NEW PUMPS

PHASE 6 (POTABLE HOT-WATER)

a. POTABLE HOT-WATER SUPPLY: REMOVE ALL

REMAINING NON-ASBESTOS INSULATION, LAYOUT

ALL NEW LINES NEXT TO EXISTING TO BE

REPLACED. PROVIDE CONNECTION SCHEDULE FOR

ALL BRANCH OFFLINE AND VALVES.

b. REMOVE AND REPLACE TWO (2) HEAT EXCHANGER

AND ALL VALVES, GAUGES AND MIXING VALVES.

c. TIE SYSTEM INTO COLD POTABLE WATER LINE. TIE

INTO HOT WATER RECIRC LINE, INSULATE ALL

PIPES.

PHASE 7 (GREYWATER/SEWAGE LINES)

a. GREYWATER/ SEWAGE LINES: REMOVE AND

REPLACE MAIN LINE AND ALL TIE IN CONNECTIONS

AND PIPING. HOT WELL TANK.

b. GREYWATER/ SEWAGE LINES: REMOVE AND

REPLACE MAIN LINE AND ALL TIE IN CONNECTIONS

AND PIPING. HOT WELL TANK.

c. LABELING: LABEL ALL PIPING OR COLOR CODE FOR

EASY RECOGNITION OF LINES.

d. ADD TEMPORARY SHUT OFF KEY LOCATIONS TO

ALLOW REDIRECT FOR SERVICING TO LINES.

e. REMOVE ALL NON-ASBESTOS COVERINGS ON

PIPING, INSPECT PIPES AND REPLACES AS NEEDED.

PHASE 8 (STEAM PIPING)

a. RELOCATE EXISTING PIPING WITH A MORE

STREAMLINE DIRECT ROUTE AS NEEDED. INSPECT

AND

b. REPLACE STEAM PIPES AS NEEDED.

c. REPLACE ALL PVC PIPES WITH BLACK STEEL.

d. INSPECT AND REPLACE ALL STEM VALVES AS

NEEDED.

PHASE 9 (LIGHTING AND POWER)

a. INSTALL NEW LED LIGHTS THROUGHOUT THE

THREE (3) ROOMS WITH BALANCED DISTRIBUTION

OF LITE AREAS.

b. INSTALL NEW POWER AND DATA OUTLETS IN

EXISTING WALLS.

PHASE 10 (REPAIR AND PATCH)

a. POUR NEW TRENCH SLAB, SLAB UNDER RAMP, NEW

LANDING, PROTECT DURING CONSTRUCTION.

b. REPAIR AND PATCH AND OR RESTORE EXISTING

CRACKED AND DETERIORATING SLAB.

c. REPLACE TRENCH GRATE WITH DIAMOND SURFACE

SOLID GRATE, PROTECT DURING CONSTRUCTION.

d. INSTALL NEW DOUBLE DOORS AND FRAME.

e. REPAIR OR REPLACE EXISTING CORK SOUND

BOARD CEILING.

f. INSTALL NEW SINK, ELECTORAL OUTLETS.

PHASE 11 (INSTALLATION OF EQUIPMENT)

a. REMOVE EXTERIOR GRATE LOCATED OVER A

BACK ROOM ONCE THE FANS ARE OPERATION.

REPLACE WITH A SECURE AND WATERPROOF

CONCRETE AND BOLLARDS. PROVIDE CANOPY

BREAK METAL CLOSURE AND DUCT SLEEVES.

b. INSTALL NEW INDUSTRIAL DOUBLE SINK.

c. REINSTALL EXISTING EYE WASH STATIONS.

d. INSTALL WALL MOUNTED CIRCULATING FANS AT

WORKSTATIONS.

e. INSTALL EQUIPMENT LIFT.

f. ENCLOSE AREA AROUND THE MED AIR / VAC

AND INSTALL A MINI SPLIT TO RELOCATE AIR

TEMP EQUIPMENT.

PHASE 12 (FURNISHINGS)

a. BRING IN NEW INDUSTRIAL CASEWORK

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SITE PLAN

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-GI102

FULLY

SPRINKLERED15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

1" = 100'-0"

SITE PLAN

Approx. Total BSF= 417,457

121 FUEL FARM --

120 MAIN SIGN --

119 COMMAND CENTER 6,250

117 SHUTTLE WAITING AREA 900

115 GROUNDS SHOP 12,000

114 ENGINEERING STORAGE 11,500

99 EMERGENCY GENERATORS --

98B LOGISTICS STORAGE 12,000

98A EMS/LAUNDRY STORAGE 4,405

97 CHILLER PLANT 1,200

96 NURSING HOME CARE UNIT 63,726

94 HELIPORT WIND SOCK --

93 HELIPAD --

92 HELIPORT CONTROL BUILDING 120

91 COOLING TOWERS --

90 GENERATOR/REAR ELECTRICAL VAULT 1,997

88 TWO CAR GARAGE 409

87 TWO CAR GARAGE 409

86 BOILER PLANT STORAGE 800

85 TWO CAR GARAGE 200

84 WATER TREATMENT PLANT 150

83 STEEL WATER TANK --

62 TRANSFORMER VAULT 100

51 QUARTERS (CONDEMNED) 3,700

50 QUARTERS (CONDEMNED) 3,200

49 QUARTERS (CONDEMNED) 3,200

48 POLICE TRAINING 3,200

47 EMS/LAUNDRY STORAGE 4,800

46 TRANSPORTATION/PLUMBING 18,000

44/119 LAUNDRY MAINT SHOP 900

41 VACANT 200

40 SAFETY OFFICE 200

38 CONCRETE WATER TOWER --

32 TWO CAR GARAGE 409

29 ENGINEERING 9,329

22 PAINT SHOP 1,560

21 DIRECTOR'S GARAGE 490

20 DIRECTOR'S QUARTERS 2,684

19 BOILER PLANT 5,593

18 LAUNDRY 17,516

11 MAIN HOSPITAL 209,808

2 RECORDS 5,654

1 EDUCATION/AUDITORIUM 10,848

NO. NAME APPROX. BSF

SITE BLDG LEGEND

1/16" = 1'-0"

LEVEL 01 FLOOR PLAN- STAGING PLAN

1/16" = 1'-0"

BASEMENT FLOOR PLAN - STAGING PLAN

SERVICE

PIT

CRAWL

SPACE

MAIN ELEVATOR

LOBBY

ELECT.

CLOSET

SERVICE

ELEVATOR

LOBBY

MUSEUM

028A

IDF

ELECT.

CLOSET

UP

SERVICE

PIT

CRAWL

SPACE

MAIN ELEVATOR

LOBBY

ELECT.

CLOSET

SERVICE

ELEVATOR

LOBBY

MUSEUM

028A

IDF

ELECT.

CLOSET

2 22 2 2 2

2 22 2 2 2 2 2 2 2 2

2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

2 22 2

2 2 22 2 2 2 2 2 2

2 22

2 22 2 2 2 2 2 2

1 11 1 1 1 1 1 1

1 11 1 1 1 1

SB SBSB SB SB SB

IB

IB

IB

IB

IB

KEYNOTES GENERAL NOTES:PLAN LEGENDLEGEND

RAMP

UP

RAMP

UP

EXISTING

8" CHR UP

EXISTING

8" CHS UP

1689 SF

MECH ROOM

099F

70 SF

STAIR-1

S-001

6' - 0"

8"

4' - 0"

1. REFER TO ENLARGED FLOOR PLANS, ELEVATIONS AND

DETAILS ON OTHER DRAWING SHEETS FOR ADDITIONAL

DETAILS OF NEW WORK.

2. REFER TO SHEET SERIES FP, P, M, E, T AND V FOR

ADDITIONAL DETAIL OF DEMOLITION AND NEW WORK

RELATED TO THOSE DISCIPLINES.

3. REMOVE I-BEAM AND SUPPORTS THAT FOR THE OLD CHILLER

AND IS NO LONGER IN USE. GC TO RETAIN DELEGATED

DESIGN STRUCTURAL ENGINEER TO REVIEW CONSTRUCTION

OF SUPPORTS ATTACHED TO CONCRETE FLOOR SLAB PRIOR

TO WORK SCOPE PROCEEDING TO DETERMINE SLAB REPAIR.

4. ALL COMPONENTS INDICATED TO BE REMOVED AND

SALVAGED SHALL BE LABELED AND RETURNED TO THE

OWNER. COORDINATE WITH COR FOR LOCATIONS.

5. ALL COMPONENTS INDICATED ONLY TO BE REMOVED SHALL

BE DISPOSED OFF-SITE DAILY

6. EXISTING AREAS TO REMAIN UNDISTURBED. PATCH AND

REPAIR ANY DAMAGE CAUSED BY DEMOLITION. PROTECT

THESE AREAS FROM THE SPREAD OF DIRT AND DEBRIS

ASSOCIATED WITH ANY DEMOLITION AND/OR

IMPROVEMENTS ASSOCIATED WITH WORK REQUIRED

OUTSIDE OF THE PROJECT AREA.

7. PROVIDE UL FIRE RATED ASSEMBLY FOR ALL NEW WALL AND

SLAB PENETRATIONS DUE TO NEW CONSTRUCTION,

PROVIDE LABELS.

8. ADVISE THE ARCHITECT OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH DEMOLITION WORK SCOPE.

9. THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE

FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT

BUILDING OCCUPANTS, MATERIALS, AND EXISTING FINISHES

THROUGHOUT ALL PHASES OF CONSTRUCTION. ANY

DAMAGE TO THE EXISTING COMPONENTS, WHICH HAVE NOT

BEEN IDENTIFIED FOR REMOVAL/DEMOLITION, SHALL BE

RESTORED TO THE ORIGINAL CONDITION AT THE GC'S

EXPENSE

10. GC IS RESPONSIBLE FOR KEEPING A CLEAN AND SAFE

ENVIRONMENT THROUGHOUT CONSTRUCTION

11. GENERAL CONTRACTOR (GC) SHALL COMPLY WITH VA'S

ICRA REQUIREMENTS. COORDINATE WITH VA PRIOR TO

COMMENCING ANY DEMOLITION ACTIVITIES.

12. ALL CABLING, PA SYSTEM, CONDUIT, PIPING, ETC. SHALL BE

REMOVED BACK TO POINT OF ORIGIN (WHICH MAY REQUIRE

WORK OUTSIDE THIS FOOTPRINT).REF, TO MEP&FP

DEMOLITION DRAWINGS.

13. AFTER DEMO, GENERAL CONTRACTOR WILL FIELD VERIFY

MEASUREMENTS AND CONDITIONS PRIOR TO BEGINNING

NEW CONSTRUCTION.

14. GENERAL CONTRACTOR (GC) SHALL PROVIDE DETAILED

DEMO PLAN WHICH CLEARLY SHOWS HOW ACCESS

TO/FROM OCCUPIED AREAS IS MAINTAINED.

15. WORK SHALL BE NIGHTS/WEEKENDS AND COORDINATED

WITH THE COR 2 WEEKS AHEAD OF TIME.

NO SCOPE OF WORK ASSOCIATED WITH

THIS OCCUPIED AREA

SCOPE OF WORK AREA AS DESIGNATED/NOTED

WITH BLACK BORDER

EXISTING WALL SHALL REMAIN

EXISTING DOOR, FRAME AND HARDWARE

SHALL REMAIN

EXISTING WALL AND ASSOCIATED COMPONENTS

SHALL BE REMOVED - REFER TO DEMOLITION

KEYNOTES FOR ADDITIONAL DETAILS AT SPECIFIC

CONDITIONS.

EXISTING DOOR, FRAME, HARDWARE AND

ASSOCIATED COMPONENTS SHALL BE REMOVED

-REFER TO DEMOLITION KEYNOTES FOR

ADDITIONAL DETAILS AT SPECIFIC CONDITIONS

BASEMENT

LEVEL

FB1 = FIRE BARRIER 1HR

FB2 = FIRE BARRIER 2HR

SB1 = SMOKE BARRIER- 1 HOUR

CONTRACTOR ACCESS

UTILITY LOCATION IN CORRIDOR

SMOKE COMPARTMENTS

ICREA BARRIER

REFERENCE WALL TYPES SHEET FOR

CONSTRUCTION TYPE

AREA WITHIN SCOPE OF WORK

AREA NOT IN CONTRACT

NON-RATED INTERIOR PARTITION WALL

NON-RATED INTERIOR PARTITION WALL (WITH

INSULATION)

EXISTING WALL TO REMAIN

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

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Office of Construction and Facilities Management

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ENLARGED BASEMENT FLOOR PLANS -

DEMOLITION

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-AD100

FULLY

SPRINKLERED

1/4" = 1'-0"

ENLARGED BASEMENT FLOOR PLAN - DEMOLITION

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

NO. DESCRIPTION

1 MECHAICAL EQUIPMENT; SHOWN FOR REFERENCE.

3 REMOVE EXISTING CABINETRY. REMOVE EXISTING FLAMABLE CABINET FOR

REUSE.

4 COORDINATE EXISTING TRENCH DRAIN WITH LOCATION OF NEW EQUIPEMNT LIFT

AND REVISED LANDING.

5 EXISTING DOUBLE DOORS TO BE REPLACED, REUSE EXISTING HARDWARE.

7 DEMOLISH EXISTING LANDING, REMOVE RAMP AND PREPARE SURFACE FOR NEW

LANDING ONTO LIFT.

9 REMOVE EXISTING WALL HUNG PORCELAIN LAVATORY.

10 EXISTING EYEWASH TO REMAIN, PROTECT OR REMOVE TEMPORARILY DURING

RENOVATION.

11 PROTECT EXISTING DRAIN DURING CONSTRUCTION.

12 EXISTING AREAS TO REMAIN UNDISTURBED. PATCH AND REPAIR ANY DAMAGE

CAUSED BY DEMOLITION AND/OR CONSTRUCTION. CONTRACTOR TO PROTECT

THESE AREAS FROM THE SPREAD OF DIRT AND DEBRIS ASSOCIATED WITH ANY

DEMOLITION AND/OR IMPROVMENTS ASSOCIATED WITH WORK REQUIRED OUTSIDE

THE PROJECT AREA.

13 CUT OUT EXISTING SLAB AND PREPARE FOR NEW EQUIPMENT LIFT.

14 STUB IN DRAIN PIPING FOR NEW EQUIPMENT LIFT DRAIN. TRENCH CONCRETE SLAB

AS REQUIRED.

15 NEW EYEWASH/SHOWER STATION AND PIPING.

16 STUB IN NEW PLUMBING PIPING FOR NEW SINKS, TRENCH CONCRETE SLAB AS

REQUIRED.

17 PROTECT EXISTING EQUIPMENT.

18 REMOVE ALL OLD UNUSED PIPING, CONDUIT, ALARM, ECT. REFER TO MEP&FP

DRAWINGS.

19 REPAIR DETERIORATING CONCRETE SLAB.

20 PROVIDE ICRA BARRIER OR SEAL EXISITNG DOUBLE DOORS TO SERVE AS ICRA

BARRIER.

21 ELEVATOR USED FOR CONTRACTOR ACCESS AND MATERIAL DELIVERY,

COORDINATE SCHEDULE AND TIME WITH COR.

23 TRENCH EXISTING CONCRETE SLAB FOR NEW EQUPMENT LIFT DRAIN AND

PROVIDE A VAPOR BARRER UNTER CONCRETE TRENCH AND EQUIPMENT

LIFT PIT.

25 PROTECT EXISTING SPRINKLER HEADS AND LIGHTING.

26 REMOVE EXISTING LEVEL 01 CHASE ACCESS PANEL AND ASPHALT AREA, PREPARE

FOR NIEW CIP CONC. CHASE COVER AND DUCT FLASHING.

27 PROTECT FLOORINGS, WALLS AND PEDESTRIAN ACCESS

28 REMOVE CORK SOUND PROOFING AND PREPARE UNDERSIDE OF SLAB SURFACE

FOR SPRAY APPLIED ACOUSTIC INSULATION.BASIS OF DESIGN PRODUCT

SONASPRAY FC (INTERNATIONAL CELLULOSE CORPORATION) UL RATED, 1" THICK

(NRC .85) ARTIC WHITE.

29 REMOVE CORK SOUND PROOFING AND PREPARE UNDERSIDE OF SLAB SURFACE

FOR INSULATION

NTS

KEYPLAN

CRAWL

SPACE

MUSEUM

028A

UP

CRAWL

SPACE

MUSEUM

028A

2 22 2 2 2

2 22 2 2 2 2 2 2 2 2

2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

2 22 2

2 2 22 2 2 2 2 2 2

2 22

2 22 2 2 2 2 2 2

1 11 1 1 1 1 1 1

1 11 1 1 1 1

SB SBSB SB SB SB

KEYNOTES

FLOOR PLAN NOTESPLAN LEGEND LEGEND

219 SF

STORAGE

B061

1468 SF

MECH ROOM

099G

EQUIPMENT

LIFT

RAMP

UP

1689 SF

MECH ROOM

099F

NON-ACCESSIBLE NON-ACCESSIBLE

22 2

11-AE100

11-AE500

Sim

11-AE500

11-AE500

EXTENDED

LANDING

4' - 11"

CABINET 3

SHELVES

60X24X66

CABINET 3

SHELVES

80 60X24X84

CABINET 2 SHELF,

7 DRAWERS

36X24X78

CABINET 2 SHELF,

7 DRAWERS

36X24X78

11-AE500 4

11-AE500

/8

/8

7' - 3 3/8"

8"

8"

11-AE500

6' - 0"

1. GC SHALL VERIFY DIMENSIONS OF OWNER FURNISHED

EQUIPMENT AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

2. THE CONTRACTOR SHALL PREVENT UNAUTHORIZED

PERSONNEL FROM ACCESS TO CONSTRUCTION AREAS AND

THE AREA SHALL BE SECURED FROM UNAUTHORIZED ENTRY

DURING OFF HOURS.

3. PROVIDE UL FIRE RATED ASSEMBLY FOR ALL AXISTING WALL

AND SLAB PENETRATIONS WHERRE EXISTING DUCTS, PIPES,

ECT. HAVE BEEN REMOVED. FER. WALL TYPES SHEET FOR

CONSTRUCTION TYPE.

4. PATCH FLOOR AND WALLS AS REQUIRED WHERE EXISTING

CONSTRUCTION IS REMOVED TO MATCH EXISTING ADJACENT

SURFACES.

5. CONTRACTOR TO COORDINATE WITH COR FOR QUESTIONS

AND/OR CONCERNS REGARDING SITE ACCESS (WORKERS

AND MATERIALS), INFECTION CONTROL, MATERIAL DISPOSAL,

AND HOURS OF OPERATION.

11-AE500

ACCESS UNDERNEATH STRUCTURE

1' - 9"4' - 0"4' - 0"1' - 9"

NO SCOPE OF WORK ASSOCIATED WITH

THIS OCCUPIED AREA

SCOPE OF WORK AREA AS DESIGNATED/NOTED

WITH BLACK BORDER

EXISTING WALL SHALL REMAIN

EXISTING DOOR, FRAME AND HARDWARE

SHALL REMAIN

EXISTING WALL AND ASSOCIATED COMPONENTS

SHALL BE REMOVED - REFER TO DEMOLITION

KEYNOTES FOR ADDITIONAL DETAILS AT SPECIFIC

CONDITIONS.

EXISTING DOOR, FRAME, HARDWARE AND

ASSOCIATED COMPONENTS SHALL BE REMOVED

-REFER TO DEMOLITION KEYNOTES FOR

ADDITIONAL DETAILS AT SPECIFIC CONDITIONS

BASEMENT

LEVEL

FB1 = FIRE BARRIER 1HR

FB2 = FIRE BARRIER 2HR

SB1 = SMOKE BARRIER- 1 HOUR

CONTRACTOR ACCESS

UTILITY LOCATION IN CORRIDOR

SMOKE COMPARTMENTS

ICREA BARRIER

REFERENCE WALL TYPES SHEET FOR

CONSTRUCTION TYPE

AREA WITHIN SCOPE OF WORK

AREA NOT IN CONTRACT

NON-RATED INTERIOR PARTITION WALL

NON-RATED INTERIOR PARTITION WALL (WITH

INSULATION)

EXISTING WALL TO REMAIN

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

D

C

B

A

F

Office of Construction and Facilities Management

B

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K er rv ill e

R en vt . B as em en t M ec h

B ld g

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ENLARGED BASEMENT FLOOR PLANS

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-AE100

FULLY

SPRINKLERED

1/4" = 1'-0"

ENLARGED BASEMENT FLOOR PLAN

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

NO. DESCRIPTION

1 MECHANICAL AND ELECTRICAL EQUIPMENT FOR REFERENCE ONLY.

2 NEW INDUSTRIAL PREMANUFACTURED CABINETS. CABINTES BASIS OF DESIGN

DURHAM MANUFACTURING.

(1) CABINET 14 GAUGE, 3 SHELVES 60X24X84) SSC-602484-BDLP-35-95)

(1) CABINET 12 GAUGE, 3 SHELVES 60X24X66) (HDC246066-3595)

(2) CABINET 12 GUAGE, 2 SHELF, 7 DRAWERS 36X24X78 (HDCD243678-7805)

4 PROTECT RENOVATED CONCRETE FLOOR AND DRAINS.

5 REPLACE EXISTING HM DOOR AND REUSE HARDWARE, SEE DOOR SCHEDULE.

6 NEW INDUSTRIAL DOUBLE BOWL SERVICE SINK, BASIS OF DESIGN PRODUCT ELKAY

MODEL NO. RNSF82482LR2 (89 1/4X29 3/4X12 3/4 DOUBLE FLOOR COMPARTMENT

SINK WITH DRAINBOARD.

7 EXISTING EYEWASH TO REMAIN, PROTECT OR REMOVE TEMPORARILY DURING

RENOVATION.

8 EXISTING AREAS TO REMAIN UNDISTURBED. PATCH AND REPAIR ANY DAMAGE

CAUSED BY DEMOLITION AND/OR CONSTRUCTION. CONTRACTOR TO PROTECT

THESE AREAS FROM THE SPREAD OF DIRT AND DEBRIS ASSOCIATED WITH ANY

DEMOLITION AND/OR IMPROVMENTS ASSOCIATED WITH WORK REQUIRED OUTSIDE

THE PROJECT AREA.

10 NEW EQUIPMENT LIFT (DRAIN TO CONCRETE PIT). PROVIDE UNDER SLAB

WATERPROOFING IN PIT.

12 NEW CONCRETE EXTERIOR SLAB CHASE COVER. CANOPY ABOVE OPENING FOR

DUCTS, WATERPROOF OPENING WITH BREAKMETAL FLASHING AND DUCT

SLEEVES, WEATHERPROOFING.

13 EXISTING DUCTS TO REMAIN. PROTECT DURING CONSTRUCTION.

14 NEW OVERHEAD LIGHTING, REF. ELECTRICAL DRAWINGS.

15 NEW WALL MOUNTED SPRINKLER HEADS AND CEILING SPRINKLERS, REF. TO FIRE

PROTECTION DRAWINGS.

16 METAL FLASHING, WATERPROOF OPENING WITH BREAK METAL FLASHING, DUCT

SLEEVES AND WEATHERPROOFING TO BE INSTALLED AROUND EXISTING DUCTS.

17 PROVIDE AND REPAIR FLASHING ENCLOSURE AND PIPE SLEVES AT METAL CANOPY

ABOVE.

18 PROVIDE ICRA BARRIER OR SEAL EXISITNG DOUBLE DOORS TO SERVE AS ICRA

BARRIER.

19 NEW EYEWASH/SHOWER STATION AND PIPING.

20 COORDINATE NEW LANDING RAILS WITH EQUIPMENT LIFT.

21 NEW EQUIPMENT LIFT, BASIS OF DESIGN ADVANCED LIFT (RECESSED SISSORS

EQUIPMENT LIFT T2-50608 SERIES, CUSTOM SIE 4X6).

22 REPLACE EXISTING GRATE TRENCH WITH SOLID DIAMOND TEXTURE TRENCH

COVER.

23 UNDERSIDE OF STRUCTURE SPRAY APPLIED ACOUSTIC INSULATION. BASIS OF

DESIGN PRODUCT SONASPRAY FC (INTERNATIONAL CELLULOSE CORPORATION)

UL RATED, 1" THICK (NRC 0.85) ARTIC WHITE.

1/4" = 1'-0"

CHASE COVER LEVEL 01

NTS

KEYPLAN

6'

BRIDGE

WIDTH

8' PLA TFORM LENGTH

6'

PLA TFORM

WID TH

5 1/ 4"

8 1/4"

BRIDGE RECESS 8'-6 1 /2" PI T LENGTH

6'-2"

PIT

WIDTH

8 1/ 4"

2'-8"

5'-6" RA ISED HEI GHT

8 1/4"

PIT D EPTH

4'-10"

TRAVEL

3'-6"

GUARDRAIL

A

A

HOSE RECESS

STRUCTURE

NEW CIP CONCRETE PIT, REFER

TO STRUCTURAL.

REMOVABLE STEEL

GUARDRAILS WITH

SAFETY CHAIN PER

ANSI MH 29.1

BLACK AND YELLOW

SAFETY STRIPING

(4) SIDES

REMOVABLE

SAFETY

MAINTENANCE BAR

RAWL-STUD WEDGE

ANCHORS,WEJ-IT

STUDS, OR EQUIVALENT

INSTALLER TO USE CONTINUOUS

SHIMS AND GROUT AS REQUIRED

TO BRING PLATFORM FLUSH

WITH FLOOR.

LIFT BASE IS

PRE-DRILLED FOR

LAGGING LIFT TO PIT

FLOOR (4) PLACES.

(2) RAMS WITH

CHROME

PLATED RODS

8" BEVEL

TOE

GUARDS

PER ANSI MH

29.1 (4) SIDES

4" HIGH KICKPLATE

MIDRAIL

BRIDGE LIFTING CHAIN

3" CONDUIT FOR

HYDRAULIC CONNECTING

HOSE

0.5" CONDUIT (IF LIMIT

SWTICH OR ELECTRIC

TOE GUARD IS USED)

OR 1" CONDUIT (IF

QUICK DISCONNECT IS

USED)

CURB ANGLES, BY OTHERS

(TYP. 3" X 3" X .25")

BRIDGE LIFTING CHAIN

12" LONG X

72" WIDE

HINGED

STEEL BRIDGE

USE 32" LONG 2X4 LUMBER

TO FORM HOSE RECESS

PIT DRAIN

SAFETY CHAIN

SAFETY CHAIN

SAFETY TREAD SURFACE

HYDRAULIC

CONNECTING

HOSE

GUARDRAIL

LEVEL 01

0' - 0"

VIF. Block out

11-AE500

EXISTING BLDG.

MASONRY WALL

CONT. EXPANSION

JOINT WITH ELASTIC

FILLER

CIP CONC-SLAB, REFER

TO STRUCTURAL

DRAWINGS

SEALANT & BACKER ROD

EXISTING CONCRETE

CHASE FOUNDATION

WALL.

EXISTING ASPHALT ROAD

CONCRETE BLOCKOUT

FOR DUCT(S),

WATERPROOF

ENCLOSURE, FLASHING

AND PIPE SLEEVES.

EXISTING CHASE

CONC. FOUNDATION

WALL BEYOND

SLOPE TO DRAIN

/1

EXTERIOR

4% SLOPE,

4" FRONT

WATERSTOP

STRUCTURAL DOWELS

WALL FLASHING

VIF.

6' - 7 3/4"

COORDINATE WITH

STRUCTURE, DOWELS

DIMENSIONS ETC.

NEW DIAMOND STEEL PLATE

TRENCH COVER. REMOVE

EXISTING GRATE, SEE

DIMENSIONED PLAN FOR

EXTENT OF WORK.

EXISTING

CONCRETE

SLAB

EXISTING CIP

CONCRETE TRENCH

1' - 4 3/4" V.I.F.

SHIM AND GROUT AS

REQUIRED TO SUIT

SLOPE OF STRUTURE.

6" DIA. STL BOLLARD

EXISTING ASPHALT

ROAD

6'-0"

'-2

6MIL VAPOR

BARRIER

DOWEL BARS REFER

TO STRUCTURAL

DRAWINGS.

NEW CIP

CONCRETE SLAB

ON GRADE

EXISTING SLAB

ON GRADE

1 1/4" DIA. VERTICAL PIPE

SUPPORTS SPACED EQUALLY,

MAX. 4'-0" SPACING

EXTERNAL ALUMINUM MAGNESIUM

CONNECTIONS

1-1/4" DIA. STL. PIPE RAIL

PAINTED.

SECURELY BOLT VERTICAL RAIL SUPPORTS

TO FLOOR AND COVER WITH DECORATIVE

ESCUTCHEON

EXISTING CONCRETE

SLAB LANDING

REMOVABLE PIPE RAIL SLEEVE

1-1/2" ALUMINUM STANDARD RAILING

FLANGE.

NEW DIAMOND STEEL PLATE

TRENCH COVER. REMOVE

EXISTING GRATE, SEE

DIMENSIONED PLAN FOR

EXTENT OF WORK.

EXISTING

CONCRETE

SLAB

EXISTING CIP

CONCRETE TRENCH

8" V.I.F.

NOTE:

REFER TO STRUCTURAL DRAWINGS.

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

D

C

B

A

F

Office of Construction and Facilities Management

B

IM

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R en vt . B as em en t M ec h

B ld g

/R en vt B as em en t M ec h

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DETAILS AND SCHEDULES

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-AE500

FULLY

SPRINKLERED15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

3/4" = 1'-0"

ROOF CHASE SECTION

3/4" = 1'-0"

TRENCH COVER PLATE DETAIL

3/4" = 1'-0"

BOLLARD DETAIL

3/4" = 1'-0"

EQUIPMENT LIFT DETAIL

3/4" = 1'-0"

TRENCH FILL DETAIL

1 1/2" = 1'-0"

GUARDRAIL DETAIL.

3/4" = 1'-0"

PLUMBING TRENCH COVER PLATE DETAIL

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

D

C

B

A

F

Office of Construction and Facilities Management

B

IM

V

IS

N

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R en vt . B as em en t M ec h

B ld g

/R en vt B as em en t M ec h

R m

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DETAILS AND SCHEDULES

MR ACB

CONSTRUCTION DOCUMENTS 671A4-22-106VAMC KERRVILE, TX BUILDING 11

BASEMENT RENOVATION

VAMC KERRVILLE, TX

NOV. 22, 2022

11-AE501

FULLY

SPRINKLERED15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

A-501 - DOOR SCHEDULE

LOCATION DOOR SLAB FRAME DETAILS

HARDWARE

ACCESS

CONTROL NOTES / REMARKS

DOOR

NUMBER

SIZE

TYPE RATING MATL. FINISH MATL. TYPE HEAD JAMB SILLWIDTH HEIGHT THK

LEVEL 0B

129 6' - 0" 7' - 0" 1 3/4" A 20 MIN. HM PTD REUSE EXISTING HARDWARE AND HM JAMB TO REMAIN.

STRUCTURAL ABBREVIATION KEY

ABBR: DESCRIPTION: ABBR: DESCRIPTION:

KSF

KSI

L

LBS

LL

LLH

LLV

LONG.

LSH

LSV

LT WT

MAX

MECH

MANUF

MIN

NIC

NTS

OC

OH

OPNG

OSB

PCF

P.H.

PJP

PL

PLF

PSF

PSI

PT

R

REINF

REQD

RTU

SC

SCHED

SFRS

SIM

SL

S.M.S.

SP

SPECS

SQ

STIFF

STL

SYM

T&B T.O.

TC

TEMP

tf

THK

TRANS

TYP

UON

VERT

VIF

W/

WP

WT

WWR

(E) A.B.

ARCH

B.O.

bf

BF

BM

B.N.

BOTT

BTWN

CFSF

CGS

CJP

CLR

CL

CMU

COL

CONC

CONN

CONST

CONT

COORD

DIA

DL

DET

DWG

DWL

EA

EF

EFF

EL

ELEC

EMBED

E.N.

EOD

EOS

EQ

EQUIP

ETC

EW

EXP

EXT

f 'c

FDN

F.N.

FT

FTG

Fy

GA

GALV

GLB

GT

HORIZ

HSA

HSB

JT

K, KIP

NUMBER OR POUNDS

AT

DEGREE

DIAMETER

EXISTING

ANCHOR BOLT

ARCHITECT, -URE, -URAL

BOTTOM OF

BEAM FLANGE WIDTH

BRACE FRAME

BEAM

BOUNDARY NAILING

BOTTOM

BETWEEN

COLD FORM STEEL FRAMING

CENTER OF GRAVITY OF THE TENDON

COMPLETE JOINT PENETRATION WELD

CLEAR

CENTERLINE

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATION

DIAMETER

DEAD LOAD

DETAIL

DRAWING

DOWEL

EACH

EACH FACE

EFFECTIVE

ELEVATION

ELECTRICAL

EMBEDMENT

EDGE NAILING

EDGE OF DECK

EDGE OF SLAB

EQUAL

EQUIPMENT

ETCETERA

EACH WAY

EXPANSION

EXTERIOR

CONCRETE COMPRESSIVE STRENGTH

FOUNDATION

FIELD NAILING

FOOT

FOOTING

YIELD STRESS

GAGE OR GAUGE

GALVANIZED

GLULAM BEAM

GIRDER TRUSS

HORIZONTAL

HEADED STUD ANCHOR

HIGH STRENGTH BOLT

JOINT

KILOPOUND (1,000 POUNDS)

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

LENGTH

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

LIGHTWEIGHT

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

OPENING

ORIENTED STRAND BOARD

POUNDS PER CUBIC FOOT

PENTHOUSE

PARTIAL JOINT PENETRATION WELD

PLATE

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POST-TENSION, -ED, -ING

RADIUS

REINFORCING, -MENT, -ED

REQUIRED

ROOF TOP UNIT

SLIP CRITICAL

SCHEDULE

SEISMIC FORCE-RESISTING SYSTEM

SIMILAR

SNOW LOAD

SHEET METAL SCREW

SPACE(S)

SPECIFICATION(S)

SQUARE

STIFFENER

STEEL

SYMMETRICAL

TOP AND BOTTOM

TOP OF

PRE-TENSIONED BOLT

TEMPERATURE

BEAM FLANGE THICKNESS

THICK

TRANSVERSE

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

VERIFY IN FIELD

WITH

WORK POINT

WEIGHT

WELDED WIRE REINFORCING

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

S300

SIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE KEY:

NEW WORK

(DARK SOLID LINE/LINE WEIGHT WILL VARY)

NEW WORK BELOW OR BEYOND VIEW

(DARK DASH LINE)

EXISTING TO BE REMOVED

(DARK DASH LINE)

EXISTING WORK TO REMAIN

(HALFTONED SOLID LINE/LINE WEIGHT WILL VARY)

NON STRUCTURAL

(HALFTONED LIGHT SOLID LINE)

GRID OR CENTERLINE

MATERIAL LEGEND:

CONCRETE - CAST-IN-PLACE

CONCRETE - EXISTING

EARTH

GRAVEL OR GRANULAR FILL

GROUT OR DRYPACK OR SAND

MASONRY

METAL / COLD-FORM STUD

PRECAST CONCRETE

STEEL

COLUMN DESIGNATION

BASE PLATE MARK

SF#(+X'-X")

P# (+X'-X")

FOOTING MARK (TOP ELEVATION)

PIER MARK (TOP ELEVATION)

N O R

HT

W XxX

BPX

STRUCTURAL SYMBOL LIST

GENERAL SYMBOLS:

SYMBOL DESCRIPTION DETAIL REFERENCE

TOP OF STRUCTURAL FRAMING ABOVE

ELEVATION (+0'-0")

(+16'-3")

TOP OF STRUCTURAL FOUNDATION

BELOW ELEVATION (+0'-0")

(-2'-0")

STEEL SYMBOLS:

SYMBOL DESCRIPTION DETAIL REFERENCE

N/A

N/A

N/ASTEEL DECK (DIRECTION)

RAMP DOWN

RAMP UP

CONCRETE SYMBOLS:

DESCRIPTION DETAIL REFERENCESYMBOL

N/ARAMP (DIRECTION)RAMP UP

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/1 6"

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/3 2"

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

G ra p h ic S ca le

/2

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

E

D

C

B

A

F

Office of Construction and Facilities Management

B

IM

V

IS

N

K er rv ill e

R en vt . B as em en t M ec h

B ld g

/S

_1

3.

_B ld g

B as em en t R en o_ C

.r vt

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8/

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P

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GENERAL NOTES

DKS JMB

CONSTRUCTION DOCUMENTS 671A4-22-106BUILDING 11 BASEMENT

RENOVATION

VAMC KERRVILLE, TX

11/22/2022

11-S001

FULLY

SPRINKLERED15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com

DESIGN CRITERIA

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:

IBC 2018

ASCE 7-16

ACI 318-14

AISC 360-16

2. RISK CATEGORY II

3. LIVE LOADS:

TYPICAL FLOOR 40 PSF (REDUCIBLE)

CORRIDORS, STAIRS & PUBLIC AREAS 100 PSF (UNREDUCIBLE)

4. SEISMIC AND WIND LATERAL SYSTEMS ARE NOT AFFECTED BY THIS PROJECT.

GENERAL

1. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN

ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION

OF ALL DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF

CONSTRUCTION SO A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN

CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE

CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE

OWNER OR ARCHITECT.

3. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAWINGS, START OF

CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE

ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT

DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF

NEW WORK.

5. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL AND ELECTRICAL DESIGN.

6. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO

DETERMINE FINAL DIMENSION WITH ARCHITECT.

8. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,

BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL

NOT INCLUDE INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND DO NOT IN ANY WAY

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE ABOVE.

10. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS,

CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF/FLOOR OPENINGS, SLEEVES,

ITEMS TO BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT SHOWN

ON THE STRUCTURAL DRAWINGS.

11. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND

PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS

SHOWN FOR DUCTS, PIPE, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR

GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

SUBMITTALS

1. SUBMITTALS ARE:

a. CONCRETE MIX DESIGNS

b. MATERIAL PRODUCT DATA…