21-060 Drawing _ Specs Signed_01.pdf

PDF 19 MB Posted

Attached to
Z2DB--STX Remodel Dental Lab- Kerrville VA Project 671A4-21-178
Solicitation number
36C25723B0042
Issued by

About this file

This document provides details on a federal contract opportunity for dental lab remodeling services. The solicitation is number 36C25723B0042 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17 for a project to remodel the dental lab at the Kerrville VA facility. The opportunity type is a solicitation for dental lab remodeling services. No further information is provided on products or services required, response dates, pricing terms, or other salient details.

View the file

Other files

File Type Posted
36C25723B0042 0001.docx DOCX document
21-060 Project Specifications_01.pdf PDF
36C25723B0042_1.docx DOCX document

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

/5

/2

:3 :5

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

G-001

COVER

1 5ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758

VA PROJECT #: 671A4-21-178

LCW

DRAWING LIST

GENERAL

G-001 COVER 1 5

G-002 GENERAL INFORMATION 2 5

G-003 ICRA INFORMATION, DETAILS, AND ENLARGED ICRA PLAN 3 5

G-004 CONSTRUCTION ACCESS ROUTE PLANS AND PARTIAL SECOND FLOOR LIFE SAFETY PLAN 4 5

G-101 SITE LOGISTICS PLAN 5 5

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS, NOTES AND UL DESIGN ASSEMBLIES 1 3

A-101 SECOND FLOOR PLANS - DEMOLITION AND NEW WORK 2 3

A-110 SECOND FLOOR REFLECTED CEILING PLANS - DEMOLITION AND NEW WORK 3 3

INTERIORS

I-001 FINISH AND GENERAL NOTES AND SECOND FLOOR FINISH AND WALL PROTECTION PLAN 1 3

I-201 CASEWORK AND MILLWORK ELEVATIONS 2 3

I-411 ENLARGED EQUIPMENT PLAN, ELEVATIONS, AND SCHEDULE 3 3

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 2

FX101 DENTAL AREA FIRE SUPPRESSION PLANS 2 2

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 3

P-101 DENTAL AREA PLUMBING PLANS 2 3

P-501 PLUMBING DETAILS 3 3

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 3

M-101 DENTAL AREA HVAC PLANS AND SCHEDULES 2 3

M-501 MECHANICAL DETAILS 3 3

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 6

E-002 ELECTRICAL 2ND FLOOR PLAN & ELECTRICAL CLOSET ENLARGEMENT 2 6

E-101 DENTAL LAB ELECTRICAL POWER PLANS - DEMOLITION AND NEW WORK 3 6

E-110 DENTAL LAB ELECTRICAL CEILING PLANS - DEMOLITION AND NEW WORK 4 6

E-501 ELECTRICAL DETAILS 5 6

E-601 ELECTRICAL SCHEDULES 6 6

TECHNOLOGY

T-001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 4

T-002 TECHNOLOGY 2ND FLOOR PLAN 2 4

T-101 DENTAL LAB TECHNOLOGY PLANS - DEMOLITION AND NEW WORK 3 4

T-501 TECHNOLOGY DETAILS 4 4

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 2

FA101 DENTAL LAB FIRE ALARM PLANS - DEMOLITION AND NEW WORK 2 2

AREA OF WORK AREA OF WORK

DocuSign Envelope ID: 700F69D0-FB36-49F6-940E-DEB8FF976B75

4/6/2022

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

INTERCOM

STATION INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES

WALL MOUNTED TACKBOARD

AND MARKERBOARD

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

CLOCK & NURSE CALL DEVICES

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO

PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND

STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) 2018 (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES

BELOW)

• NFPA 101 LIFE SAFETY CODE 2021 (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC) 2018

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

STANDARD (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH- RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE

VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2019.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2019.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION

FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY

HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

/2

:3 :4

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

G-002

GENERAL INFORMATION

2 5ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

LCW

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

CODE STANDARDS AND EXECUTIVE ORDERS

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A

D J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I .F

V

.I .F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

REMODEL DENTAL LAB

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE

DESIGNATION FOR THIS PROJECT IS LEVEL III/IV FOR THE CLASS OF

PRECAUTIONS OR LEVEL OF INFECTION CONTROL ACTIVITIES. HARD

SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA INDICATED ON

THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 6MIL) TO SEAL AREA

FROM NON-WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND

ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES

(PROVIDE AND LOCATE A STAGING AREA FOR HAZMAT SUITS NEAR THE

PLASTIC BARRIER ENTRANCE SPACES - CONSTRUCTION ANTEROOM. THEY

SHALL BE USED WHEN GOING INTO CONSTRUCTION AREA AND LEAVING THE

CONSTRUCTION AREA) AND TOOL STORAGE AND TIGHT SEALS SHALL BE

MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL PENETRATIONS.

ANY DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE

CONSTRUCTION BARRIER. UPON COMPLETION OF THE CONSTRUCTION

PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY TO MINIMIZE

SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY

DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR

MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS

INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDORS 166, 271, 274, 275, AND 278 AS PRIMARY

CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED TIMES; AND

ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED;

THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND

THE CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS

SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON

TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY. DEBRIS SHALL BE

REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR

(HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE

OPENING SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED

AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION

AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE

AREAS WITHOUT PRIOR APPROVAL OF THE COR.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE CONTRACTOR IS TO VERIFY AND

ACKNOWLEDGE WITH COR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC.

AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE

AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE

(FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY

VAMC. IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A

PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE EXHAUST TO

PREVENT CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-

CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. PROVIDE AIR PRESSURE TESTING THROUGHOUT THE

PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED

AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION

AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS, FOOTGEAR

AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE

DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND MATERIALS

TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM

DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION SITE,

VA EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA INFECTIOUS

DISEASE CONTROL HAS INSPECTED AND APPROVED THE CLEANING.

POLICY LETTER EC-51

7. REFER TO SPEC SECTION 01 01 10 FOR EC-51 SAFETY AND HEALTH

POLICY AND PROCEDURES DURING CONSTRUCTION ACTIVITIES.

ICRA NOTES

III/IVLOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

II

I

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 IV

IV

IV

III/IV

III/IV

III

III/IV

I

III

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2 Medium Risk

Group 1 Low Risk

- Bldg. #69 Therapy areas

- Respiratory Therapy

- Outpatient Clinics

- CBOC's

- Mental Health Units

- VACANT AREA ADJACENT TO

OCCUPIED AREA

- Office areas (non-clinical)

- Hallways

- FES/EMS areas

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

- Pharmacy

- Radiology/ CT Scanner

- Urgent Care

- Laboratories

- CLCs

- SPD; AMCU;

- Respiratory Isolation Rooms

- Surgery

III

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

C

LA

S S

IV

C

LA

S

S

II

During Construction Project

C L-

I C

LA

S

S

II

I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust.

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.

7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

1. Includes all activities required by Class I

2. Provide active means to prevent airborne dust from dispersing into atmosphere.

3. Water mist work surfaces to control dust while cutting.

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

7. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace per manufacturer's recommendations. Do not remove barriers from work area until completed project is inspected each by the Hospital Safety Officer, Facilities Management Maintenance and Engineering Department and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

350 SF

DENTAL

LAB

CORRIDOR

CORR

6A

6B

6A

6B

6A

6B

STORAGE

TOILET

263A

EXAM

ROOM

EXAM

ROOM

STORAGE

260A

EXAM

ROOM

264A

STAIR 6

ST-6

MECH

ROOM

299B

TD001

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLISH WALL

EXISTING WINDOW TO REMAIN

ICRA LEGEND

STICKY MAT

ZIPPER BARRIER

TEMPORARY WALL

TEMPORARY DOOR

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

/2

:3 :4

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

G-003

ICRA INFORMATION, DETAILS, AND

ENLARGED ICRA PLAN

3 5ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

LCW

Scale: 1/2" = 1'-0"

ICRA MOBILE CONTAINMENT CART

Scale: 1/2" = 1'-0"

CROSS SECTION "A"

Scale: 1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

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

ENLARGED ICRA PLAN

NORTH

0 4 8 16

DOOR SCHEDULE

DOOR

DOOR

FRAME FIRE

RATING

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L MAT'L

SECOND FLOOR

TD001 3' - 0" 7' - 0" 1 3/4" WD HM 45 MIN HW-1 TEMPORARY FIRE RATED DOOR

PASSENGER ELEVATOR

NO. 1

PASSENGER ELEVATOR

NO. 2

SERVICE

ELEVATOR

NO. 3

UP

UP

CORRIDOR

CLOSET

C O

R R

ID

O

R

OFFICE

BREAKROOM

143D

ELEVATOR

LOBBY

OFFICE

CLOSET

152.3

OFFICE

MECH ROOM

199B

UNI SEX

152.1

STORAGE

152.2

OFFICE

WAITING ROOM

OFFICE

ELEC CLOSET

MED GAS

CLOSET

142A

CORRIDOR

STAIR 1

STAIR 3

LAUNDRY

ROOM

ELEC ROOM

MECH ROOM

199A

BREAKROOM

143E

INFECTION

CONTROL

MAIL ROOM

143C

OFFICE

143B

INFECTION

CONTROL

143A

CONFERENCE

ROOM

WOMENS

145B

MENS

145A

HAC

WAITING RM

ENTRY

VESTIBULE

EXAM ROOM

WOMENS

OFFICE

OFFICE

IDF-B11-1B

156A

STORAGE

ROOM

CORRIDOR

OFFICE

OFFICE

STORAGE

ROOM

153.1

EXAM ROOM

EXAM ROOM

EXAM ROOM

141A

CASHIER

VESTIBULE

WAITING ROOM

EXAM ROOM

EXAM ROOM

EXAM ROOM

159B

EXAM ROOM

159A

EXAM ROOM

OFFICE?

TELEPHONE

ROOM

OFFICE

OFFICE

OFFICE

OFFICE

SERVICE

LOBBY

C O

R R

ID

O

R

TOILET

263A

MECH ROOM

299B

STORAGE

EXAM ROOM

264A

LAB

STORAGE

260A

EXAM ROOM

EXAM ROOM

OFFICE

UP

UP

BLOOD DRAW

BLOOD LAB

STAIR 1

TRASH

CHUTE

STAIR 3

D RECEIVING

MULTIPURPOSE

ROOM

MULTIPURPOSE

ROOM

LAB

229B

CLOSET

249A

LAB

227A

OFFICE

STORAGE

CORRIDOR

CORRIDOR

RECEPTION

DENTAL CLINIC

LAB

OFFICE

WAITING

DENTAL CLINIC

CLOSET/STORAGE

250A

MECH ROOM

299A

MENS

OFFICE

OFFICE

MENS

244A

COPY ROOM

OFFICE

OFFICE

RESTROOM

268A

OFFICE

270A

CLOSET

CLOSET

RELEASE OF

INFO

OFFICE

OFFICE

CLOSET

OFFICE

EXAM ROOM

265A

REST ROOM

242D

LOCKER ROOM

242A

CLOSET

HAC

HAC

227B

E L

E C

C L

O S

E T

C

WOMENS

EXAM ROOM

LOUNGE

201B STORAGE

201A

MENS LOCKER

228OFFICE

EXAM ROOM

EXAM ROOM

229A

STORAGE

35.51 SFWAITING

TR

E

L E

V A

T O

R L

O B

B Y

SERVICE

LOBBY

PASSENGER ELEVATOR

NO. 1

PASSENGER ELEVATOR

NO. 2

SERVICE

ELEVATOR

NO. 3

C O

R R

ID

O

R

TOILET

263A

MECH ROOM

299B

STORAGE

EXAM ROOM

264A STORAGE

260A

EXAM ROOM

EXAM ROOM

OFFICE

UP

UP

BLOOD DRAW

BLOOD LAB

STAIR 1

TRASH

CHUTE

STAIR 3

D RECEIVING

MULTIPURPOSE

ROOM

MULTIPURPOSE

ROOM

LAB

229B

CLOSET

249A

LAB

227A

OFFICE

STORAGE

CORRIDOR

CORRIDOR

RECEPTION

DENTAL CLINIC

LAB

OFFICE

WAITING

DENTAL CLINIC

CLOSET/STORAGE

250A

MECH ROOM

299A

MENS

OFFICE

OFFICE

MENS

244A

COPY ROOM

OFFICE

OFFICE

RESTROOM

268A

OFFICE

270A

CLOSET

CLOSET

RELEASE OF

INFO

OFFICE

OFFICE

CLOSET

OFFICE

EXAM ROOM

265A

REST ROOM

242D

LOCKER ROOM

242A

CLOSET

HAC

HAC

227B

E L

E C

C L

O S

E T

C

WOMENS

EXAM ROOM

LOUNGE

201B STORAGE

201A

MENS LOCKER

228OFFICE

EXAM ROOM

EXAM ROOM

229A

STORAGE

35.51 SFWAITING

TR

E

L E

V A

T O

R L

O B

B Y

SERVICE

LOBBY

PASSENGER ELEVATOR

NO. 1

PASSENGER ELEVATOR

NO. 2

SERVICE

ELEVATOR

NO. 3

C O

R R

ID

O

R

STAIR 6

TOILET

263A

MECH ROOM

299B

STORAGE

EXAM ROOM

264A STORAGE

260A

EXAM ROOM

EXAM ROOM

OFFICE

UP

UP

BLOOD DRAW

BLOOD LAB

STAIR 1

TRASH

CHUTE

STAIR 3

D RECEIVING

MULTIPURPOSE

ROOM

MULTIPURPOSE

ROOM

LAB

229B

CLOSET

249A

LAB

227A

OFFICE

STORAGE

CORRIDOR

CORRIDOR

RECEPTION

DENTAL CLINIC

LAB

OFFICE

WAITING

DENTAL CLINIC

CLOSET/STORAGE

250A

MECH ROOM

299A

MENS

OFFICE

OFFICE

MENS

244A

COPY ROOM

OFFICE

OFFICE

RESTROOM

268A

OFFICE

270A

CLOSET

CLOSET

RELEASE OF

INFO

OFFICE

OFFICE

CLOSET

OFFICE

EXAM ROOM

265A

REST ROOM

242D

LOCKER ROOM

242A

CLOSET

HAC

HAC

227B

E L

E C

C L

O S

E T

C

WOMENS

EXAM ROOM

LOUNGE

201B STORAGE

201A

MENS LOCKER

228OFFICE

EXAM ROOM

EXAM ROOM

229A

STORAGE

35.51 SFWAITING

TR

E L

E V

A T

O R

L O

B B

Y

SERVICE

LOBBY

PASSENGER ELEVATOR

NO. 1

PASSENGER ELEVATOR

NO. 2

SERVICE

ELEVATOR

NO. 3

T O

L O

A D

IN

G

D O

C K

T R

A V

E L D

IS

T

A N

C E

PLATFORM

G-003

TRAVEL DISTANCE = 245' - 3"

T O

F R

E

IG

H T

E

L E

V A

T O

R

CONSTRUCTION ACCESS ROUTE

ACCESS ROUTE LEGEND

NOT IN SCOPE

FIRE EXSTINGUISHER BRACKETFEB

T R

A V

E L D

IS

T

A N

C E

DENTAL

LAB

264 TRAVEL DISTANCE = 24' - 9"

FEB

FEB

STAIR # 6 (LEVEL OF

DISCHARGE - BASEMENT)

STAIR # 3 (LEVEL OF

DISCHARGE - LEVEL 1)

EGRESS WIDTH

(per IBC 1005.1)

COMMON PATH OF TRAVEL

(per IBC Chapter 10)

EXIT ACCESS TRAVEL

(per IBC TABLE 1016.1)

DEAD-END CORRIDOR

(per IBC 1018.4)

EXIT DOORS = 35"/(0.20) = 175 PPL

75' (W/O SF.)

200' - 0" MAXIMUM DISTANCE

20' 0" MAXIMUM

OCCUPANT LOAD

(per IBC TABLE 1004.1)

OCCUP. 1 = 350 GSF/50 = 7 PPL

TOTAL OCCUPANCY = 7 PEOPLE

REQUIRED # OF EXITS

(per IBC 1015.1)

1 EXIT REQUIRED IF UNDER 49

TOTAL OCCUPANTS

REQUIRED DISTANCE

BETWEEN EXITS

200' - 0" MAXIMUM

EGRESS INFORMATION

A. SEE SHEETS G-002 & A-001 FOR SYMBOLS AND

ABBREVIATIONS.

B. SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION AND DIMENSIONS. ALL DIMENSIONS

ARE FOR REFERENCE ONLY - VERIFY ALL FRAMING

WITH STRUCTURAL DRAWINGS.

C. REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING SYSTEM(S).

D. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING MECHANICAL

SYSTEM(S).

E. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING AND

COMMUNICATION SYSTEM(S).

F. CONTRACTOR TO PROVIDE ALL ADDITIONAL

FRAMING NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

G. EXTEND ANY FIRE RATED PARTITIONS, BARRIERS,

AND OTHER SEPARATIONS TO BOTTOM OF

ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL

ASSEMBLY) AND TO EXTERIOR WALL. SEAL JOINT

BETWEEN EDGES OF PARTITION WITH FIRE RATED

SEALANT AND/OR INTUMESCENT ASSEMBLY.

H. ANY PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION, PENETRATING

ITEM AND RATING REQUIRED.

I. ANY DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

J. ANY LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING

IS NOT COMPROMISED.

K. SMOKE RESISTANT CONSTRUCTION SHALL MEET

THE REQUIREMENTS OF ALL APPLICABLE CODES.

AREA SHALL BE SEPARATED FROM THE REMAINDER

OF THE BUILDING BE CONSTRUCTION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE. THE

PARTITIONS SHALL EXTEND FROM THE FLOOR TO

THE UNDERSIDE OF THE FLOOR OR ROOF

ASSEMBLY ABOVE. DOORS SHALL BE SELF OR

AUTOMATIC CLOSING. DOORS SHALL NOT HAVE AIR

TRANSFER OPENINGS AND SHALL NOT BE

UNDERCUT IN EXCESS OF CLEARANCE PERMITTED

WITH ACCORDANCE TO NFPA 80.

L. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL SHALL BE

IN COMPLIANCE WITH ALL APPLICABLE CODES AND

AUTHORITIES HAVING JURISDICTION.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/5

/2

:3 :4

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

G-004

CONSTRUCTION ACCESS ROUTE

PLANS AND PARTIAL SECOND FLOOR

LIFE SAFETY PLAN

4 5ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

LCW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/16" = 1'-0"

CONSTRUCTION ACCESS ROUTE - FIRST FLOOR PLAN

Scale: 1/16" = 1'-0"

CONSTRUCTION ACCESS ROUTE - SECOND FLOOR PLAN

1 LOADING DOCK ACCESS.

2 FREIGHT ELEVATORS LEADING FROM SECOND

FLOOR TO LOADING DOCK.

3 STICKY MAT.

4 PROTECT FREIGHT ELEVATORS WALLS, DOORS,

CEILING, RAILING AND ALL EXISTING FINISHES

ALONG PATH OF TRAVEL FROM CONSTRUCTION

MATERIALS MANEUVERING, TO AND FROM

PROJECT AREA TO THE LOADING DOCK.

5 TEMPORARY 1 HOUR RATED ICRA BARRIER

6 INSTALL HARD DUCT WITH NON-FLANGE HANGER,

OR SOFT DUCT WITH SUPPORTING STRAPS AS

REQUIRED HUNG FROM CEILING ABOVE. BOTTOM

OF DUCT SHALL BE A MINIMUM OF 7’-2” ABOVE

FINISHED FLOOR. DUCT SHALL BE TEMPORARILY

ROUTED THROUGH EXTERIOR WINDOW.

CONTRACTOR TO TEMPORARILY REMOVE AND

REINSTALL WINDOW AFTER CONSTRUCTION IS

COMPLETED.

6A CONTRACTOR TO DETERMINE NUMBER OF

EXHAUST FANS REQUIRED TO MAINTAIN NEGATIVE

PRESSURE LEVEL INSIDE CONSTRUCTION AREA.

6B TURN UP EXHAUST ON EXTERIOR SIDE,

CONTRACTOR SHALL VERIFY LOCATION OF AIR

INTAKES AT THE PROPER DISTANCE FROM

EXHAUST. VERIFY LOCAL JURISDICTION CODE AND

VA REQUIREMENTS FOR DISTANCE PRIOR TO

STARTING WORK.

7 TEMPORARY 45 MIN FIRE RATED ICRA DOOR.

PROVIDE BEST LOCK SYSTEM AND CORE MEETING

VA REQUIREMENTS.

8 EGRESS ONLY STAIR.

9 CONTRACTOR TO COORDINATE WAY FINDING

SIGNAGE AND TEMPORARY PATHWAYS WITH COR.

NORTH

0 4 8 16

NORTH

0 4 8 16

Net Area Name Area

Area 358 SFDENTAL LAB 350 SF

Scale: 1/16" = 1'-0"

PARTIAL SECOND FLOOR LIFE SAFETY PLAN

PROPOSED USE:

OWNED BY: PRIVATE

FEDERAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: FEDERAL

CITY

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Healthcare

Relevant Code Goes Here

Relevant Code Goes Here

N/A

2021 International Building Code

VA Design Guide Architectural Manual 2014 August 01

2018 International Mechanical Code 2017 NFPA 70 National Electrical Code 2018 ADA Code

2021 NFPA 101 Life Safety Code 2018 NFPA 101 Life Safety Code 2015 Architecture Barriers Act

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758

KERRVILLE VA MEDICAL CENTER

NORTH

0 4 8 16

CODE INFORMATION

PARKING

PARKING

11492

PARKING

PARKING

47 84

V E

T E

R A

N S

H W

Y

V E

T E

R A

N S

H W

Y

1549 N

1548 N

1548 N

N

1550 N

N

N

1594 N 1594 N

1594 N

1325 N

1307 N

1325 N

1307 N

1325 N

1307 N

1311 N

1311 N

1311 N

1311 N

1311 N

1548 N

1309 N

N

N

N

1308 N

1306 N

1306 N

PROPOSED CONSTRUCTION

ACCESS ROUTE

SITE LOGISTICS LEGEND

PROPOSED CONSTRUCTION

STAGING AREA

BUILDING IN SCOPE

PROPOSED CONSTRUCTION

FENCE

BUILDING IN SCOPE

BUILDING INDEX

1. EDUCATION / AUDITORIUM

2. LOGISTICS / MAIL ROOM

11. MAIN HOSPITAL

18 LAUNDRY

19. BOILER PLANT

20. DIRECTOR'S QUARTERS

21. DIRECTOR'S GARAGE

22. PAINT SHOP

28. FLAG POLE

29. ENGINEERING

32. TWO CAR GARAGE

38. CONCRETE WATER TOWER

40. SUPPLY STORAGE

41. STORAGE

44. LAUNDRY MAINTENANCE SHOP

46. STATION GARAGE

47. EMS / LAUNDRY STORAGE

48. PANDEMIC FLU STORAGE

49. PERSONNEL QUARTERS

50. PERSONNEL QUARTERS

51. PERSONNEL QUARTERS

62. TRANSFORMER VAULT

83. STEEL WATER TOWER

84. WATER TREATMENT PLANT

85. TWO CAR GARAGE

86. BOILER PLANT STORAGE / WAREHOUSE

87. TWO CAR GARAGE

88. TWO CAR GARAGE

90. GENERATOR BUILDING

91. COOLING TOWERS

92. HELIPORT CONTROL BUILDING

93. HELIPORT PAD

94. HELIPORT WIND SOCK

96. NURSING HOME CARE UNIT

97. CHILLER PLAIN

98A. LOGISTICS STORAGE

98B. EMS / LAUNDRY STORAGE

99. ACID SHACK

114. ENGINEERING STORAGE

115. GARDENER SHOP / GARAGE

117. SMOKE SHACK

119. COMMAND CENTER

120. MAIN SIGN

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

/2

:3 :5

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

G-101

SITE LOGISTICS PLAN

5 5ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

LCW

Scale: No Scale

SITE LOGISTICS PLAN

A. CONTRACTOR TO ENSURE THAT TEMPORARY

ENTRANCES AND PROTECTIVE MEASURES

COMPLY WITH ALL OSHA REQUIREMENTS.

CONTRACTOR WILL BE RESPONSIBLE FOR

DESIGN AND ENGINEERING OF TEMPORARY

ENTRANCES AND PROTECTIVE MEASURES.

B. CONTRACTOR SHALL BE REQUIRED TO INSPECT

ALL TEMPORARY ENTRANCES AND PROTECTIVE

MEASURES DAILY TO ENSURE THEY ARE SAFE

AND COMPLY WITH OSHA REQUIREMENTS.

C. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, EXTERIOR OR INTERIOR, LANDSCAPE,

SIDEWALKS, PAVING OR ANY AREA DAMAGED BY

THE CONSTRUCTION WORK. RESTORE AREAS

TO ORIGINAL CONDITION.

D. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

E. CONTRACTOR SHALL PROTECT THE LANDSCAPE

SPRINKLER SYSTEM IN CONSTRUCTION LAY

DOWN ARE FROM DAMAGE. CAP ALL HEADS IN

THIS AREA DURING THE CONSTRUCTION PERIOD.

RESTORE SPRINKLER SYSTEM TO FULL

OPERATION AT END OF CONSTRUCTION.

F. CONTRACTOR SHALL PREPARE A PLAN OF THE

LAY DOWN/SECURITY FENCE AREA WITH

LOCATION OF ALL ELEMENTS INCLUDING

DUMPSTER AND TRASH CHUTE/COLLECTION

AREA, TO BE APPROVED BY COR.

G. CONTRACTOR TO ENSURE THE CONSTRUCTION

FENCED AREA IS LOCKED/SECURED AT ALL

TIMES WHEN CONSTRUCTION WORK IS NOT

BEING PERFORMED.

H. CONTRACTOR SHALL COORDINATE WITH COR,

FOR WORK THAT PRODUCES EXCESSIVE NOISE

TO BE PERFORMED DURING OFF HOURS.

I. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING, HARDSCAPING AND SITE

ELEMENTS TO THE ORIGINAL CONDITION AT THE

COMPLETION OF CONSTRUCTION. CONTRACTOR

WILL PHOTOGRAPH AND DOCUMENT EXISTING

CONDITIONS PRIOR TO INSTALLING FENCING,

TEMPORARY ENTRANCES OR STARTING ANY

CONSTRUCTION WORK.

1 APPROXIMATE LOCATION OF CONSTRUCTION

FENCE.

2 PRIMARY CONSTRUCTION ENTRANCE.

3 CONSTRUCTION LAY-DOWN AREA. ALL

MATERIAL STORAGE, DUMPSTER, EQUIPMENT,

AND PORTABLE TOILETS SHALL BE PLACED IN

THIS AREA WITH COR APPROVAL.

4 PROPOSED CONSTRUCTION ACCESS ROUTE.

5 LOADING DOCK, MAIN CONSTRUCTION ACCESS

6 STAIR #6, CONSTRUCTION ACCESS

7 CONTRACTOR PARKING

8 PROJECT LOCATION AT SECOND FLOOR

NORTH

0 4 8 16

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE DOOR NUMBERTYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1#

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE

VA.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE COR UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE COR WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE COR OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR REINSTALLED FROM THE SITE BY

CONTRACTOR IN APPROVED MANNER.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

/2

:3 :0

A

M C

U s e rs

\a p u lle n \D o c u m e n ts

\A -0

-K e rr v ill e R e m o d e l D e n ta l L a b a p u lle n V

D X

T .r v t

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS, NOTES AND UL

DESIGN ASSEMBLIES

1 3ANP

REMODEL DENTAL LAB

KERRVILLE VA MEDICAL CENTER

3600 MEMORIAL BLVD.

KERRVILLE, TX 78028-5758 APRIL 5, 2022

100% CONSTRUCTION DOCUMENTS

671A4-21-17821-060

LCW

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

DEMOLITION NOTES

UP UP

EXAM

ROOM

264A

STORAGE

260A

EXAM

ROOM

CORRIDOR

CORR

350 SF

DENTAL

LAB

264 EXAM

ROOM

TOILET

263A

STORAGE

STAIR 6

ST-6

MECH

ROOM

299B

17 18 19 20

J

K

L

A-101

Ssa2

Ssa2

Ssa2

V .I .F

V

.I .F

11'-6 1/2" V.I.F.

5 1/2" V.I.F.

SECOND FLOOR

11' - 11"

EXAM

ROOM

264A

CORRIDOR

CORR

STORAGE

260A

EXAM

ROOM

EXAM

ROOM

TOILET

263A

STORAGE

STAIR 6

ST-6

MECH

ROOM

299B

350 SF

DENTAL

LAB

17 18 19 20

J

K

L

A. REFER TO SHEET A-001 FOR GENERAL NOTES AND

DEMOLITION NOTES.

B. REFER TO INTERIORS SHEET I-201 FOR CASEWORK

ELEVATIONS.

C. REFER TO INTERIORS SHEET I-411 FOR EQUIPMENT

LAYOUT.

D. ALL WALLS AND WINDOWS ARE EXISTING TO

REMAIN U.N.O.

E. EXISTING PARTITIONS TO BE UPGRADED TO A 1 HR

FIRE RATING BY EXTENDING AND SEALING IT TO

THE UNDERSIDE OF THE EXISTING STRUCTURE.

CONTRACTOR TO PATCH, REPAIR AND SEAL

EXISTING PARTITIONS TO REMAIN TO MEET 1 HR

FIRE RATING REQUIREMENT.

F. PATCH, REPAIR AND PREPARE WALLS AND FLOOR

TO RECEIVE NEW FINISHES.

G. CONTRACTOR TO PROVIDE PROTECTIVE BARRIERS,

WARNING SIGNS AND COORDINATE TEMPORARY

PATHWAYS IN AREAS THAT WILL BE OPERATING

DURING CONSTRUCTION WITH COR. TEMPORARY

WAY FINDING SIGNAGE TO BE PROVIDED FOR THE

DURATION OF THE CONSTRUCTION.

H. PROVIDE 16 GA. X 8" WIDE CONTINUOUS STEEL

BANDS AT WALL CABINETS. CENTER OF BANDS

SHALL BE PLACED AT 4'-5'' AND 6'-6'' AFF.

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 1" GYPSUM

SHAFT WALL BOARD ON

METAL STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ssa2

REFER TO

PARTITION TAG

FOR HEAD

CONDITION

DETAIL,

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

2-1/2"

4"

6"

3-1/8"

4-5/8"

6-5/8"

SILL

PLAN

ONE LAYER 5/8"

GYPSUM WALLBOARD

ON METAL STUDS

Ssa4

Ssa6

A

S E

E S

C H

E D

U L E

SCHEDULE

SEE

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

NEW WORK LEGEND

NEW WALL

NEW DOOR

DEMOLISH WALL

DEMOLISH DOOR

TEMPORARY WALL

TEMPORARY DOOR

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER TYPE X FIRE

RATED 5/8" GYPSUM WALL

BOARD EACH SIDE ON

METAL STUDS

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Maa1

Maa2

Maa3

Maa4

Maa6

Maa8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

UL-U419

2-7/8"

3-3/4"

4-7/8"

5-1/4"

7-1/4"

9-1/4"

STRUCTURAL DECK ABOVE

SILL

PLAN

HEAD

FIRE RATED SEALANT

SYSTEM

UL-U419

UL-U419

UL-U419

UL-U419

UL-U419

*FIRESTOP ALL PENETRATIONS

SECOND FLOOR

11' - 11"

THIRD FLOOR

23' - 10"

8' - 0"

ACT

2x2

NEW 1 HR PARTITION TO

EXTEND TO STRUCTURE

ABOVE. ALIGN FLUSH WITH

EXISTING WALL.

EXISTING WALL TO BE

UPGRADED TO 1HR FIRE

RATING AS REQUIRED.

N E

W P

A R

T

IT

IO

N

V .I

.F

E X

IS

T

IN

G

P A

R T

IT

IO

N

V

.I .F

EXISTING CEILING TO

REMAIN.

NEW ACT CEILING.

Maa3

EXISTING STRUCTURE

FINISHED FLOOR.

PATCH EXISTING FINISHES IN

CORRIDOR, TO MATCH

ADJACENT SURFACES IN

AREA OF WORK AS

REQUIRED.

REFINISH AND PAINT

WALL IN DENTAL LAB.

CORRIDORDENTAL LAB

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/6

/2

:1

:2

P M

C U s e rs \l b y rd

\D o c u m e n ts \A

-0

-K e rr v ill e R e m o d e l D e n ta l L a b lb y rd

V D

E K

F .r v t

A-101

SECOND FLOOR PLANS - DEMOLITION

AND NEW WORK

2 3ANP

REMODEL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .