S02 Atch 2 Drawings Final.pdf

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

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COVER SHEET

1 6RF/AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

CONSTRUCT APHERESIS/PHOTOPHERESIS UNIT/MOHS

TVHS VA MEDICAL CENTER NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212

VA PROJECT #: 626-21-103

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PROJECT LOCATIONNASHVILLE VAMC

NORTH

TRUE

BUILDING 1 LOCATION

DRAWING LIST

No. Description Dwg of Dwg

GENERAL

G-001 COVER SHEET 1 6

G-002 GENERAL INFORMATION 2 6

G-003 INFECTION CONTROL RISK ASSESSMENT (ICRA) 3 6

G-004 INFECTION CONTROL RISK ASSESSMENT (ICRA) DETAILS 4 6

G-005 NASHVILLE VAMC GENERAL NOTES 5 6

LS101 FOURTH FLOOR LIFE SAFETY PLAN 6 6

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 8

A-002 OVERALL FOURTH FLOOR PLAN 2 8

AD101 FOURTH FLOOR - PARTIAL DEMOLITION PLANS 3 8

AD102 FOURTH FLOOR - PARTIAL DEMOLITION PLANS - MOH's SUITE 4 8

AD103 THIRD FLOOR PLAN - CEILING DEMOLITION WORK AREAS 5 8

A-101 FOURTH FLOOR - PARTIAL PLANS - APHERESIS AND PHOTOPHERESIS SUITES 6 8

A-102 FOURTH FLOOR - PARTIAL PLANS - MOH's SUITE 7 8

A-601 SCHEDULES, ELEVATIONS AND DETAILS 8 8

INTERIORS

I-001 ROOM FINISH SCHEDULE, GENERAL NOTES AND ABBREVIATIONS 1 10

I-101 FOURTH FLOOR FINISH AND WALL PROTECTION PLANS 2 10

I-141 FOURTH FLOOR SIGNAGE PLANS AND SCHEDULE 3 10

I-201 CASEWORK MILLWORK ELEVATIONS AND INTERIOR DETAILS 4 10

I-202 CASEWORK DETAILS 5 10

I-401 INTERIOR ELEVATIONS 6 10

I-411 FIRST FLOOR OVERALL EQUIPMENT PLAN 7 10

I-421 ENLARGED EQUIPMENT PLANS 8 10

I-431 ENLARGED TOILET PLANS AND ELEVATIONS 9 10

I-601 EQUIPMENT SCHEDULE 10 10

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 3

FK101 FOURTH FLOOR - PARTIAL FIRE SUPPRESSION DEMOLITION PLAN 2 3

FX101 FOURTH FLOOR - PARTIAL FIRE SUPPRESSION PLAN 3 3

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 5

PD101 FOURTH FLOOR - PARTIAL PLUMBING DEMOLITION PLAN 2 5

PW101 FOURTH FLOOR - PARTIAL DRAIN, WASTE, AND VENT PLAN 3 5

PP101 FOURTH FLOOR - PARTIAL DOMESTIC WATER PLAN 4 5

PG101 FOURTH FLOOR - PARTIAL MEDICAL GAS PLAN 5 5

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 6

MD101 FOURTH FLOOR - PARTIAL MECHANICAL DEMOLITION PLAN 2 6

MH101 FOURTH FLOOR - PARTIAL MECHANICAL HVAC PLAN 3 6

MP101 FOURTH FLOOR - PARTIAL MECHANICAL PIPING PLAN 4 6

M-501 MECHANICAL DETAILS 5 6

M-502 MECHANICAL CONTROLS & SCHEDULES 6 6

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 9

E-002 PARTIAL FOURTH FLOOR ELECTRICAL PLAN 2 9

ED101 FOURTH FLOOR - PARTIAL DEMOLITION PLANS 3 9

ED102 FOURTH FLOOR - PARTIAL DEMOLITION PLANS - MOH's SUITE 4 9

E-101 FOURTH FLOOR - PARTIAL PLANS - APHERESIS SUITE 5 9

E-102 FOURTH FLOOR - PARTIAL PLANS - PHOTOPHERESIS SUITE 6 9

E-103 FOURTH FLOOR - PARTIAL PLANS - MOH's SUITE 7 9

E-501 ELECTRICAL DETAILS 8 9

E-601 ELECTRICAL SCHEDULES 9 9

TECHNOLOGY

T-001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 5

T-002 OVERALL FOURTH FLOOR TECHNOLOGY AND FIRE ALARM PLAN 2 5

T-101 FOURTH FLOOR - PARTIAL TECHNOLOGY PLANS 3 5

T-501 TECHNOLOGY DETAILS 4 5

T-601 TECHNOLOGY RISERS 5 5

FIRE ALARM

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

FA101 FOURTH FLOOR - PARTIAL FIRE ALARM PLANS 2 2

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Text Box THESE DRAWINGS ARE FOR REFERENCE, THE CONSTRUCTION WORK FOR PROJECT 626-25-102 IS CORRECTIVE WORK THAT WAS NOT ADDRESSED IN PROJECT 626-21-103. THE SPECIFIC WORK FOR PROJECT 626-25-102 IS LOCATED IN ROOM STORAGE ROOM 405, CLEAN STORAGE ROOM C-460A AND CLEAN STORAGE ROOM C-458A.

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Text Box APHERESIS-Mohs HVAC STORAGE ROOM

COMPLIANCE UPGRADE

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HVAC STORAGE ROOM COMPLIANCE UPGRADE

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER CADDY

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR CONSTRUCT APHERESIS/PHOTOPHERESIS UNIT

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.

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

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5"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

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/2

5"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

A B

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. UL419

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

2"

SEE SCHEDULE

2"

TYPE A TYPE 1

HARDWARE SET 1

MANUFACTURERS:

CORBIN RUSSWIN

McKINNEY

PEMKO

ROCKWOOD

CO

MK

PE

RO

HARDWARE MANUFACTURER'S LISTED AS BASIS OF DESIGN.

ALTERNATE MANUFACTURERS ACCEPTABLE, SUBJECT TO

REVIEW BY ARCHITECT AND C.O.R. FOR EQUAL QUALITY

COMPLIANCE

LATCH SET TO SUPPORT BEST CORES

NOTE:

3 HINGES

1 DUST PROOF STRIKE

1 LATCH SET

1 DOOR CLOSER

2 KICK PLATES

1 GASKETING

TA2714

VA SPEC F01

DC6210xA11

K1050F

S888 x HEAD & JAMBS

32D

26D

32D

MK

RO

CO

RO

PE

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

- 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 IV or 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.

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.

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INFECTION CONTROL RISK

ASSESSMENT (ICRA)

3 6BN

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

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Scale: 3" = 1'-0"

ILSM SIGNAGE

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPES

ICRA DOORS AND FRAMES

ICRA DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL

NO.

JAMB

DETAIL

NO. RATING

HDWR

SET REMARKSNO. QTY WIDTH HEIGHT THICK MAT'L FINISH ELEV FRAME FINISH FRAME MAT'L

FRAME

ELEVATION

Scale: 12" = 1'-0"

ICRA DETAILS

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A P

P R

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A .F

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SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

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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

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FIRE EXTINGUISHER ON

WALL BRACKET (ILSM

MAY REQUIRE MORE

THAN ONE). SEE DETAIL 2

THIS SHEET.

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

INSPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

G-004

G-004

REPLACEMENT FILTERS

TO BE ON-SITE AND

REPLACED AT THE

REQUEST OF THE

INFECTION CONTROL

TEAM.

EACH ZONE OF

CONSTRUCTION WILL

REQUIRE A HEPA NEG. AIR

UNIT. IF ALL AREAS ARE

UNDER CONSTRUCTION AT

THE SAME TIME (4) FOUR

UNITS WOULD BE NEEDED.

FIRE

EXTINGUISHER

CYLINDER

FINISH

FLOOR

TOP

BRACKET

BOTTOM

BRACKET

M

A X

FE NOTE: FE ON SECURED CART IS ALTERNATE

TO WALL HUNG FE.

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.

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INFECTION CONTROL RISK

ASSESSMENT (ICRA) DETAILS

4 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

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

ROOM ELEVATION

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

MOBILE CONTAINMENT CART

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

CROSS SECTION "A"

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

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 3/4" = 1'-0"

SECURED FIRE EXTINGUISHER DETAIL

DocuSign Envelope ID: 4121302A-7EC8-4577-89E0-24DEDDA0FD67

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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.

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NASHVILLE VAMC GENERAL NOTES

5 6AC

CONSTRUCT

APHERESIS/PHOTOPHERESIS

UNIT/MOHS

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 AUGUST 17, 2022

100% CONSTRUCTION DOCUMENTS

626-21-10320-339-Q26

JAB

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON THIS SITE.

2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND WORKMAN’S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/COR DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL

REQUIREMENTS FOR PROJECT INSURANCE COVERAGE.

3. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND

MISCOMMUNICATION.

4. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT COULD AFFECT/IMPACT THE WORK OR BE AFFECTED BY THE

PERFORMANCE OF THE WORK.

5. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED THAT MAY BE CONTRADICTORY TO THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE

VA/CO PRIOR TO SUBMITTING A BID AND THE VA/COR BEFORE STARTING ANY OF THE WORK.

6. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR.

SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF

CONTRACT DOCUMENTS.

7. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE SHOP DRAWING REQUIREMENTS

WITH ALL TRADES.

8. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE AND MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, NOR EVERY STRUCTURAL DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE WORK.

9. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY DEMOLITION WORK OR NEW

CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND PROTECTION WORK.

10. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSES ONLY AND SHOULD NOT

BE CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE AREA(S) OF WORK.

11. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED TO

MAINTAIN FULL SERVICE TO THE AFFECTED AREAS.

12. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION IN THE “GENERAL” DRAWINGS SECTION AND COORDINATE ALL

SITE-SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR.

13. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR DIRECT REPRESENTATIVE ON THE

JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE

SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE

EXECUTION AND COMPLETION OF THE WORK.

14. DURING CONSTRUCTION, EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS. THESE AS-BUILT, MARKED-UP, RECORD DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PROVIDED TO THE VA/COR

FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT.

15. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A “LIKE- NEW” CONDITION PRIOR TO THE VA/COR’S ACCEPTANCE OF THAT WORK. THIS INCLUDES PROTECTION OF

EXISTING FLOORING AND OTHER FINISHES.

16. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE

DESIGNATED AREAS OF WORK.

17. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES REQUIRED TO PROPERLY COMPLETE THE

PROJECT SCOPE OF WORK.

18. ALL CUTTING, CORING, AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS, OR OTHER CONCEALED CONSTRUCTION WITHIN.

PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEEDING WITH ANY SUCH

REQUIRED PENETRATIONS WORK.

19. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO

STARTING ITS RELOCATION.

20. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS

SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC LOGISTICAL SEQUENCING

REQUIREMENTS.

21. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS. ALL PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURER’S DESIGN RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED IN EACH SPECIFIC APPLICATION. THIS INCLUDES ALL

EXISTING PENETRATIONS THAT VIOLATE THE FIRE RATING INTEGRITY.

22. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS, ETC. AND SHALL COMPLY WITH ALL CODE REQUIREMENTS. USE ONLY A SINGLE (FMRC) APPROVED MANUFACTURE’S LINE OF PRODUCTS FOR ALL PROJECT FIRESTOPPING.

THE BASIS OF DESIGN (BOD) FOR ALL FIRESTOPPING WILL BE ALL PRODUCTS AS MANUFACTURED BY EITHER

THE 3M COMPANY OR HILTI.

23. PROVIDE AN HOURLY-RATED FIRESTOP AT ALL PENETRATIONS OF RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND/OR AS A DIRECT RESULT OF THE PROJECT DEMOLITION

WORK OR NEW CONSTRUCTION. WHERE COMBUSTIBLE PENETRATIONS OCCUR, USE A FIRE-RATED

INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE PENETRATIONS OCCUR, USE A FIRE-RATED ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK MUST BE APPROVED BY THE VA/COR BEFORE

CONCEALED BY CONSTRUCTION IN WRITING.

1. ALL CONTRACTORS, SUBCONTRACTORS, AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR

EMPLOYEES.

2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER

APPLICABLE GOVERNING REGULATIONS AND VA REQUIREMENTS.

3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFETY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE

OR KNOWN UNSAFE CONDITIONS THAT EXIST.

4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOBSITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE, THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

SUMMARY DESCRIPTION:

1. THE BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL CONTRACTOR PROPOSED EQUIVALENT SUBSTITUTIONS OR DEVIATIONS FROM THE BASE BID/CONSTRUCTION DOCUMENTS.

2. AN EQUIVALENT SUBSTITUTION REPRESENTS ANY DEVIATION FROM THE CONTRACT DOCUMENTS ORIGINAL

DESIGN INTENT, SCOPE OF WORK REQUIREMENTS, THE DETAILING OR SPECIFICATIONS.

3. NO SUCH EQUIVALENT SUBSTITUTION OR DEVIATION WILL BE ALLOWED WITHOUT FIRST GOING THROUGH THE

BOD COMPLIANCE PROTOCOLS PROCESS AND OBTAINING VA APPROVAL.

4. ONCE VA APPROVAL OF THE EQUIVALENT SUBSTITUTION OR DEVIATION REQUEST HAS BEEN OBTAINED, THE

FORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS MAY BEGIN FOR THAT WORK.

5. THE FOLLOWING BOD COMPLIANCE PROTOCOLS DEFINE IN DETAIL THE RESPONSIBILITIES AND THE EVALUATION PROCESS ALONG WITH THE REQUIREMENTS AND PROCEDURES TO BE FOLLOWED WHEN REQUESTING VA

CONSIDERATION OF ANY PROPOSED EQUIVALENT SUBSTITUTION OR DEVIATION.

BOD COMPLIANCE PROTOCOLS:

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES PLUS ALL RELATED DESIGN ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED FOR CONSTRUCTION DRAWINGS AND SPECIFICATIONS DOCUMENTATION, OR AS SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC CHARACTERISTICS REQUIRING BOD COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN EQUIVALENT SUBSTITUTION AND WILL NEED TO BE FULLY COMPARED TO ESTABLISH

BOD COMPLIANCE.

3. CRITICAL DESIGN CHARACTERISTICS AND ELEMENTS ARE SPECIFIC TO EACH ITEM NEEDING CONSIDERATION AND COULD CONSIST OF, BUT NOT LIMITED TO, CRITERIA SUCH AS DIMENSIONAL, LOGISTICS, PERFORMANCE CHARACTERISTICS, CAPACITY, DUTY REQUIREMENTS, UTILITIES IMPACTS, CONNECTION VARIANCES, DETAILING DEVIATIONS, FRAMING MODIFICATIONS, ROUGH-IN REQUIREMENTS, WEIGHT INCREASES AND/OR DISTRIBUTIONS, STRUCTURAL IMPACTS, ATTACHMENTS, SUPPORTS, FINISHES, AVAILABILITY, COMPATIBILITY, CONSTRUCTABILITY, WARRANTIES, SERVICE LIFE, MAINTENANCE REQUIREMENTS, ENVIRONMENTAL

CONSIDERATIONS, ETC.

4. A VERY CRITICAL IMPORTANT DESIGN CHARACTERISTIC OF ALL BOD ITEMS NEEDING TO BE FULLY EVALUATED AND PROPERLY COORDINATED WOULD BE THE DESIGN AND LAYOUT OF DIMENSIONAL AND LOGISTICS REQUIREMENTS. THOSE CRITICAL PARAMETERS COULD CONSIST OF, BUT NOT LIMITED TO, ALL DIMENSIONAL ELEMENTS THAT AFFECT SIZE, HEIGHT, WIDTH, DEPTH, THICKNESS, PLACEMENT, SPACING, CLEARANCES, ACCESS, MOUNTING, CONNECTION/LOCATION REQUIREMENTS, INSTALLATION TOLERANCES, OPERABLE ELEMENT CLEARANCES, SCHEDULES, ETC., ALL OF WHICH COULD IMPACT OTHER AREAS OR COMPONENTS OF

WORK, INCLUDING TIMING OF DELIVERY.

5. CONTRACTORS WILL BE RESPONSIBLE TO FULLY IDENTIFY ALL PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS, IMPACTS AND MODIFICATIONS FROM THE “BASIS OF DESIGN” INTENT WITH THE GENERAL/PRIME CONTRACTOR DURING THE BIDDING PROCESS AND OBTAIN THEIR APPROVAL BEFORE COMPLETING THEIR

PRICING AND SUBMITTING A BID.

6. IF A PROPOSED EQUIVALENT SUBSTITUTION ITEM WILL REQUIRE THAT MODIFICATIONS NEED TO BE MADE, TO THE WORK OF THE PROVIDING CONTRACTOR, THE WORK OF OTHER CONTRACTORS OR THE WORK OF THE VA, THE SUBMITTING CONTRACTOR SHALL BE FULLY RESPONSIBLE TO INFORM AND ADVISE THE GENERAL/PRIME CONTRACTOR OF ANY AND ALL SUCH NECESSARY IMPACTS AND POSSIBLE MODIFICATIONS REQUIRED AS A PART

OF THEIR BIDDING AND BASE CONTRACTUAL SCOPE OF WORK RESPONSIBILITIES.

7. THE CONTRACTOR PROPOSING THE EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE FOR ALL RELATED WORK AND SHALL IDENTIFY, VERIFY, COORDINATE AND PROVIDE ENGINEERED SOLUTIONS FOR ALL IMPACT ISSUES AFFECTING INFRASTRUCTURE SYSTEMS, UTILITIES SERVICES, BUILDING STRUCTURE, SURROUNDING ELEMENTS, AND SYSTEMS AFFECTED FROM WEIGHT DIFFERENTIALS, REVISED LOADING CHARACTERISTICS, CONNECTION/MOUNTING VARIANCES, INSTALLATION CONFLICTS AND DETAILING MODIFICATIONS, ETC. CAUSED

BY THE EQUIVALENT SUBSTITUTION REQUIREMENTS.

8. SPECIAL ATTENTION NEEDS TO BE PAID TO ANY SYSTEMS EQUIPMENT AND MATERIAL PERFORMANCE CHARACTERISTICS INCLUDING ALL ASPECTS OF THEIR DIMENSIONAL LOGISTIC FEATURES AND REQUIREMENTS

ALONG WITH ANY STRUCTURAL AND UTILITIES IMPACTS.

9. EACH EQUIVALENT SUBSTITUTION REQUEST ALONG WITH ANY/ALL IMPACTS, DEVIATIONS/VARIANCES AND MODIFICATIONS WILL REQUIRE VA/COR APPROVAL(S) BEFORE ANY SUCH REQUEST IS DEEMED APPROPRIATE BY THE VA AND ALLOWED TO PROCEED INTO THE NORMAL SHOP DRAWING PREPARATION, SUBMITTAL AND REVIEW

PROCESS.

10. NO REQUEST FOR AN EQUIVALENT SUBSTITUTION REVIEW CAN BE MADE VIA SHOP DRAWING SUBMISSION. ANY SUCH SUBMISSION WILL NOT BE REVIEWED AND WILL BE REJECTED AS NON-CONFORMING WITH THE DESIGN INTENT AND NOTED THAT THE CONTRACTOR IS TO FOLLOW THE STANDARD BOD COMPLIANCE PROTOCOLS.

11. ANY DEVIATIONS FROM THE BOD REQUIREMENTS THAT SURFACE DURING THE CONSTRUCTION PHASE SHALL IMMEDIATELY BE MADE KNOWN TO THE GENERAL/PRIME CONTRACTOR WHO WILL IN TURN NOTIFY THE VA/COR.

ALL SUCH DEVIATIONS, VARIANCES, AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO

THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

12. ANY NON-COMPLIANT EQUIVALENT SUBSTITUTIONS WORK FOUND TO BE IN PLACE DURING THE CONSTRUCTION PHASE THAT HAD NOT GONE THROUGH THE BOD COMPLIANCE PROTOCOLS APPROVAL PROCESS AND THAT DOESN’T HAVE THE VA/COR’S APPROVAL WILL BE SUBJECT TO POSSIBLE REJECTION AND REMOVAL.

13. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL NOT COMPROMISE ANY OF THE BOD PERFORMANCE CHARACTERISTICS NOR SHALL IT ENCUMBER ANY OF THE ASSOCIATED DESIGN

LAYOUT AND DIMENSIONAL LOGISTIC REQUIREMENTS.

14. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS, AND VA REQUIREMENTS, PLUS ALLOW ANY SYSTEMS, EQUIPMENT, AND/OR MATERIALS, TO FUNCTION PROPERLY AND SAFELY.

1. BIDDING PHASE

A. ALL BASIS OF DESIGN (BOD) PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS AND ASSOCIATED IMPACTS SHALL BE FULLY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR(S) DURING THE BIDDING PROCESS SUCH THAT THE COST OF ALL ASSOCIATED BOD SUBSTITUTION MODIFICATIONS, REQUIRED DEVIATIONS AND SCOPE OF WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES SHALL BE INCLUDED IN THE

BASE BIDS OF ALL AFFECTED CONTRACTORS.

2. GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION

A. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY, DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE, OBTAIN APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT SUBSTITUTIONS, VARIANCE MODIFICATIONS AND ALL IMPACT SCOPE OF WORK IN THEIR BASE BID COST OF

CONSTRUCTION AS WELL AS ALLOWED FOR WITHIN THEIR PROJECT SCHEDULE.

B. THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD/EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH KNOWN EQUIVALENT SUBSTITUTION DEVIATION REQUESTS AND

POSSIBLE IMPACTS FROM THE SPECIFIC BOD REQUIREMENTS PROVIDED IN THE DRAWINGS AND

SPECIFICATIONS.

C. ALL SUCH DEVIATIONS, VARIANCES, AND IMPACTS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO

THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

D. DOCUMENTATION BEFORE STARTING THE WORK: THEY WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE SAME WITH ALL AFFECTED SUBCONTRACTORS TO BE SURE THAT ALL SUCH WORK IS INCLUDED IN

THEIR BASE BID SCOPE OF WORK.

3. CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S)

A. ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE TO HAVE FULLY VERIFIED AND CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS THEY WILL BE SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR EXCEEDS THE DESIGN INTENT

AND PERFORMANCE REQUIREMENTS AS DESIGNED, DETAILED AND SPECIFIED.

4. CONTRACTORS PREPARE DETAILED COMPARISONS

A. THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON LISTING OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS

VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION BEING PROPOSED.

B. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRIPTION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL LOGISTICS AND KNOWN DEVIATIONS FROM THE ORIGINAL BOD.

5. CONTRACTORS IDENTIFY RELATED IMPACTS AND DEVIATIONS

A. THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED IMPACTS, DEVIATIONS AND MODIFICATIONS FROM THE ORIGINAL BOD REQUIRE MENTS WITH THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL AFFECTED CONTRACTORS.

B. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF RESPONSIBILITIES AND DOCUMENTATION

REQUIRED FOR THIS CRITICAL ITEM.

6. CONTRACTOR’S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR.

A. CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION OF THEIR EQUIVALENT SUBSTITUTION SUBMISSION REQUEST

DOCUMENTATION AND DELIVERY OF THE COMPLETED PACKAGE(S) TO THEM.

B. THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF THESE POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOWING A SEPARATE TASK ITEM TIMELINE WITH CRITICAL

DATES AND PERFORMANCE TARGETS IDENTIFIED AND TRACKED.

7. TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS, OF ALL PROPOSED EQUIVALENT SUBSTITUTION REQUESTS.

B. THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST ALONG WITH A BULLET

POINT LISTING OF THE MAJOR IMPACTS AND DEVIATIONS RESULTING FROM IT.

C. THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A TRACKING TOOL FOR

DOCUMENTING ALL SIGNIFICANT ASSOCIATED DATES, ACTION ITEMS, CURRENT STATUS,

REJECTIONS/APPROVALS AND ADDITIONAL PERTINENT ISSUES AND ITEMS TO BE RECORDED AND TRACKED AS

REQUIRED BY THE VA/COR.

8. EQUIVALENCY REQUEST(S) SUBMITTED TO VA

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE VA/COR FOR PRELIMINARY REVIEW A MASTER SUMMARY LISTING OF ALL EQUIVALENT SUBSTITUTION REQUESTS WITH ANY/ALL IMPACTS IDENTIFIED.

B. A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL BE PREPARED FOR EACH SUBSTITUTION REQUEST AND WILL CONSIST OF SEQUENCE ITEMS NUMBER 1, 2, 3, & 4 ALONG WITH ANY ADDITIONAL PERTINENT INFORMATION DEEMED NECESSARY SUCH AS SKETCHES, DETAILED DRAWINGS, ENGINEERING DESIGN AND CALCULATIONS, MORE DETAILED DESCRIPTIONS, ETC.

9. VA REVIEW AND ACTION NOTIFICATION

A. THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND TAKE SUCH ACTION AS DEEMED NECESSARY ON EACH. SUCH ACTION COULD CONSIST OF REJECTION, APPROVAL OR DIRECTION ON PROVIDING MORE DETAILED INFORMATION AND/OR CLARIFICATION(S) ON EACH SUBMISSION AND/OR EACH IMPACT.

B. AS PART OF THE VA’S REVIEW PROCESS THE AE WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND SHALL CONSULT WITH THE VA/COR AND PROVIDE A RECOMMENDATION FOR

THE VA’S CONSIDERATION.

C. THE AE WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL THAT IS DEEMED INCOMPLETE AND

NOT IN COMPLIANCE WITH THE BOD PROTOCOLS COMPLIANCE REQUIREMENTS.

D. IT SHOULD BE NOTED THAT IT IS NOT THE AE’S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCE, THAT IS THE REQUESTING/SUBMITTING CONTRACTOR’S RESPONSIBILITY AS PER THESE PROTOCOLS. THE AE’S RESPONSIBILITY IS TO REVIEW AND ANALYZE THE DETAILED COMPARATIVE

DOCUMENTATION PROVIDED AND ADVISE THE VA/COR ON WHAT WAS SUBMITTED.

10. VA APPROVAL ALLOWS SHOP DRAWING PROCESS TO BEGIN

A. PRIOR TO THE CONTRACTOR(S) BEING ALLOWED TO PROCEED WITH SHOP DRAWING PREPARATION AND THE OFFICIAL SHOP DRAWING SUBMISSION(S) PROCESS, THEY WILL FIRST NEED TO OBTAIN THE VA/COR APPROVAL(S) ON EACH EQUIVALENT SUBSTITUTION REQUEST THAT WILL AFFECT THE SHOP DRAWING PROCESS

FOR THAT ITEM.

11. IMPLEMENTATION OF SUBSTITUTION(S) AND IMPACT(S)

A. ONCE APPROVED BY THE VA/COR THE CONTRACTORS SHALL PERFORM THEIR FINAL COORDINATION EFFORTS AND BEGIN THE NORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS INCLUDING PROVIDING ANY

ADDITIONAL ENGINEERING WORK NECESSITATED BY THE EQUIVALENT SUBSTITUTION.

B. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK ASSOCIATED WITH AND IMPACTED BY ANY EQUIVALENT SUBSTITUTION ALONG WITH THE COMPLETE COORDINATION AND MANAGEMENT

OF THE WORK.

BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS

SPECIAL SAFETY NOTESGENERAL NOTES FOR CONTRACTORS BASIS OF DESIGN EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCE

DocuSign Envelope ID: 4121302A-7EC8-4577-89E0-24DEDDA0FD67

8/18/2022

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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

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

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

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 WINDOW TYPE

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

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 DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE

WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL

INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING 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 USED 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, OR 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. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR

OF ANY DISCREPANCY DISCOVERED.

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

DRAWINGS AND SPECIFICATIONS.

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

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

8. 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.

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

10. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A

LONGER WARRANTY IS INDICATED IN THE SPECIFICATIONS.

EXISTING

PARTITION

DEMOLISHED

PARTITION

NEW PARTITION

EXISTING DOOR

DEMOLISHED

DOOR

NEW DOOR

PARTITION DRY

WALL

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

WALL BOARD EACH SIDE

ON METAL STUDS TO

UNDERSIDE OF STRUCTURE

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"

2-7/8"

3-3/4"

4-7/8"

5-1/4"

7-1/4"

9-1/4"

SOUND ATTENUATION

INSULATION

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

WALL BOARD ON METAL

STUDS TO UNDERSIDE OF

STRUCTURE

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma0

Ma1

Ma2

Ma3

Ma4

Ma6

Ma8

REFER TO

PARTITION TAG

FOR

INSULATION

INFORMATION

(SHOWN HERE

FOR

REFERENCE

ONLY - MAY NOT

EXIST), AND

FIRE RATING

7/8"

1-5/8"

2-1/2"

3-5/8"

4"

6"

8"

1-1/2"

2-1/4"

3-1/8"

4-1/4"

4-5/8"

6-5/8"

8-5/8"

STRUCTURAL DECK ABOVE

SILL

PLAN

HEAD

SOUND ATTENUATION

INSULATION

GYP. BD. TO REMAIN

EXIST. WALL STUDS TO

REMAIN

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" MMR TYPE-X

ABUSE RESISTANT GYPSUM TO

48" IN CORRIDORS TYP. UNO

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Mt6

REFER TO PARTITION TAG FOR

INSULATION INFORMATION

(SHOWN HERE FOR

REFERENCE ONLY - MAY NOT

EXIST), AND FIRE RATING

6" --- 506-5/8"

SILL

PLAN

HEAD

T Y

P

ONE LAYER 5/8" MMR TYPE "X"

GYPSUM WALL BOARD ONE SIDE ON

METAL STUDS TO STRUCTURE ABOVE

CORRIDOR

SOUND ATTENUATION

INSULATION

ATTACH WALL STUD TO

STRUCTURE

GYP. BD. TO REMAIN

EXIST. WALL STUDS TO

REMAIN

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

SOUND ATTENUATION

INSULATION

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Mat6

REFER TO PARTITION TAG FOR

INSULATION INFORMATION

(SHOWN HERE FOR

REFERENCE ONLY - MAY NOT

EXIST), AND FIRE RATING

6" --- 457-1/4"

SILL

PLAN

HEAD

T Y

P

ONE LAYER 5/8" MMR TYPE "X"

GYPSUM WALL BOARD EACH SIDE

ON METAL STUDS. TERMINATE AT

STRUCTURE ABOVE AT CORRIDORS

TYP. UNO.

CORRIDOR

ONE LAYER 5/8" MMR TYPE-X ABUSE

RESISTANT GYPSUM TO 48" ON

CORRIDORS TYP. UNO

ATTACH WALL STUD TO

STRUCTURE

CORE TYPES

C. CAST IN PLACE CONCRETE

G. CONCRETE MASONRY UNIT (GROUTED

SOLID)

H. CONCRETE MASONRY UNIT (HOLLOW)

M. METAL STUD FRAMING / METAL FURRING

MM. METAL STUD FRAMING (2 ROWS,

PARALLEL WITH PRESCRIBED AIR GAP

BETWEEN

S. METAL SHAFT WALL CH STUD

T. TILT-UP CONCRETE PANEL

W. WOOD STUD FRAMING / FURRING

SUBSTRATE

CONFIGURATION

a. 5/8" GWB (1 LAYER)

b. 5/8" GWB (2 LAYER)

c. 5/8" GWB (3 LAYER)

d. 5/8" GWB (4 LAYER)

e. 1/2" GWB (1 LAYER)

f. 1/2" GWB (2 LAYER)

g. 1/2" PLWD (1 LAYER)

h. 1/2" PLWD, 1/2" GWB (1 LAYER)

j. 1/2" PLWD, 5/8" GWB (1 LAYER)

m. 5/8" CMT (1 LAYER)

n. 1/2" CMT (1 LAYER)

s. 1" SHAFT LINER

(NONE) CORE ONLY

INSULATION TYPES

A. ACOUSTIC INSULATION

T. THERMAL INSULATION

Xxx##

# X

INSULATION TYPE

CORE SIZE

SUBSTRATE

CORE TYPE

FIRE RATING

PARTITION TAG

TYPE MARK

NOTE:

ALL WALL TYPES GO TO UNDERSIDE

OF STRUCTURAL DECK.

ACOUSTICAL INSULATION

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Na6

REFER TO PARTITION TAG FOR

INSULATION INFORMATION

(SHOWN HERE FOR

REFERENCE ONLY - MAY NOT

EXIST), AND FIRE RATING

6" --- 457-1/4"

PLAN

SECTION

5/8" MMR GYPSUM BD. TO

STRUCTURE

CORRIDOR SIDE

ATTACH WALL STUD TO

STRUCTURE

CERAMIC WALL TILE

5/8" CEMENTITIOUS BOARD

5/8" GYP. BD.

ABUSE RESISTANT

R E

S T

R O

O M

H

T

H

T

MTL. STUD WALL

TO REMAIN

CORRIDOR

ACOUSTICAL INSULATION

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Naa3

REFER TO PARTITION TAG FOR

INSULATION INFORMATION

(SHOWN HERE FOR

REFERENCE ONLY - MAY NOT

EXIST), AND FIRE RATING

3-5/8" --- 454-1/4"

PLAN

SECTION

5/8" MMR GYPSUM BD. TO

STRUCTURE

OFFICE 402

ATTACH WALL STUD TO

STRUCTURE

CERAMIC WALL TILE

5/8" CEMENTITIOUS BOARD

5/8" GYP. BD.

R E

S T

R O

O M

H

T

MTL. STUD WALL

TO REMAIN

INTERIOR

5/8" GYP. BD.

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.

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