Attachment - I -AHU Drawings.pdf

BID ALTERNATE

ALTERNATE NO. 1: ALL WORK ASSOCIATED WITH THE PLACEMENT OF THE LAB CONDENSING UNIT

INCLUDING ICRA, TEMPERATURE CONTROLS, ELECTRICAL, MECHANICAL AND PIPING.

SITE

EMERGENCY ENTRANCE

MAIN ENTRANCE

BUILDING 1

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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G-001

COVER

1 3LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

REPLACE AHU'S AND CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

VA PROJECT #: 610A4-21-203

JB

DRAWING LIST

GENERAL

G-001 COVER 1 3

G-100 GENERAL INFORMATION AND ICRA DETAILS 2 3

LS101 FIRST FLOOR LIFE SAFETY PLAN 3 3

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS, DETAILS AND NOTES 1 4

A-002 SITE LOGISTICS PLAN 2 4

A-003 LOGISTICS FLOOR PLANS 3 4

A-101 FIRST AND SECOND FLOOR PLANS 4 4

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 5

MD101 MECHANICAL DEMOLITION PLAN 2 5

MH101 CHILLER AND LAB CONDENSING UNIT MECHANICAL PLAN 3 5

M-501 MECHANICAL DETAILS 4 5

M-502 MECHANICAL DETAILS 5 5

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 4

ED101 ROOF ELECTRICAL DEMOLITION PLAN - AREA A 2 4

EP101 CHILLER AND CONDENSER POWER PLAN 3 4

E-501 ELECTRICAL DETAILS 4 4

VA NORTHERN INDIANA HEALTH CARE SYSTEM, FORT WAYNE CAMPUS

DocuSign Envelope ID: 822E543F-8DD2-4E8C-BC31-9D27142A3B62

6/30/2022

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT 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

NORTH

PLAN

NORTH

TRUE

0 4 8 16

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE CONTRACTOR

OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED SUBMITTAL OF

DESIGN WORK TO THE CITY OF ANYWHERE FOR PLAN REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

2. FIRE ALARM SYSTEMS

ILSM SIGNAGE

REPLACE AHU'S AND CONDENSING UNITS

THIS EXIT IS CLOSED AND LEADS TO A CONSTRUCTION AREA

1'-5"

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

PLEASE USE ALTERNATE EXITS AS MARKED

ICRA, ILSM, FIRE WATCH

AND MISC. FORMS

FORMS CONTAINER

TO BE CLEAR

PLASTIC

A. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR AND THE MEDICAL CENTER.

B. ACTIVITY HAZARD RISK CLASSIFICATIONS OF CLASS

I OR CLASS II SHALL REQUIRE APPROVAL BY THE

FACILITY SAFETY MANAGER AND CONTRACTING

OFFICER REPRESENTATIVE BEFORE BEGINNING

ANY CONSTRUCTION WORK. HAZARD RISK

CLASSIFICATIONS OF CLASS III OR IV SHALL

REQUIRE A PERMIT BEFORE BEGINNING ANY

CONSTRUCTION WORK. INFECTION CONTROL

PERMITS WILL BE ISSUED BY THE FACILITY SAFETY

MANAGER AND CONTRACTING OFFICER

REPRESENTATIVE.

C. INFECTION CONTROL PERMITS SHALL BE POSTED

OUTSIDE THE APPROPRIATE CONSTRUCTION AREA.

MORE THAN ONE PERMIT MAY BE ISSUED, AS WORK

IS LOCATED IN MULTIPLE AREAS.

D. THE REQUIRED INFECTION CONTROL PRECAUTIONS

ARE AS FOLLOWS:

CLASS 1:

• NOTIFY THE COR.

• EXECUTE WORK USING METHODS TO MINIMIZE

RAISING DUST FROM CONSTRUCTION OPERATIONS.

• CEILING TILES: IMMEDIATELY REPLACE ANY CEILING

TILES DISPLACED FOR VISUAL INSPECTION.

• UPON COMPLETION: CLEAN WORK AREA, AND

NOTIFY COR.

CLASS 2:

• NOTIFY THE COR.

• PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE

DUST FROM DISPERSING INTO ATMOSPHERE SUCH

AS WET METHODS OR TOOL MOUNTED DUST

COLLECTORS.

• WATER MIST WORK SURFACES TO CONTROL DUST

WHILE CUTTING.

• SEAL UNUSED DOORS WITH PAINTERS TAPE.

• BLOCK OFF AND SEAL AIR VENTS.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

• UPON COMPLETION: WIPE WORK SURFACES WITH

CLEANER/ DISINFECTANT. CONTAIN CONSTRUCTION

WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

CLASS 3:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA

FROM NON-WORK AREA OR IMPLEMENT CONTROL

CUBE METHOD (CART WITH PLASTIC COVERING AND

SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS. INSTALL CONSTRUCTION

BARRIERS AND CEILING PROTECTION CAREFULLY,

OUTSIDE OF NORMAL WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF

WATER GAUGE, WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED WITH A DIGITAL

DISPLAY, RECORDING AND ALARM INSTRUMENT,

WHICH MUST BE CALIBRATED ON INSTALLATION,

MAINTAINED WITH PERIODIC CALIBRATION AND

MONITORED BY THE CONTRACTOR.

• CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS.

TAPE COVERING UNLESS SOLID LID.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA

UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING

OFFICER REPRESENTATIVE AND BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

• REMOVE CONSTRUCTION BARRIERS AND CEILING

PROTECTION CAREFULLY TO MINIMIZE SPREADING

OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION, OUTSIDE OF NORMAL WORK

HOURS.

• VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

• WET MOP AREA WITH CLEANER/DISINFECTANT.

• UPON COMPLETION, RESTORE HVAC SYSTEM

WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

CLASS 4:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS

BEING DONE TO PREVENT CONTAMINATION OF

DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA

FROM NON-WORK AREA OR IMPLEMENT CONTROL

CUBE METHOD (CART WITH PLASTIC COVERING AND

SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS. INSTALL CONSTRUCTION

BARRIERS AND CEILING PROTECTION CAREFULLY,

OUTSIDE OF NORMAL WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF

WATER GAUGE, WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITORED WITH A DIGITAL

DISPLAY, RECORDING AND ALARM INSTRUMENT,

WHICH MUST BE CALIBRATED ON INSTALLATION,

MAINTAINED WITH PERIODIC CALIBRATION AND

MONITORED BY THE CONTRACTOR.

• SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES.

• CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM SO

THEY CAN BE VACUUMED USING A HEPA VACUUM

CLEANER BEFORE LEAVING WORK SITE OR THEY

CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE

REMOVED EACH TIME THEY LEAVE WORK SITE.

• ALL PERSONNEL ENTERING WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS. SHOE COVERS

MUST BE CHANGED EACH TIME THE WORKER EXITS

THE WORK AREA.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA

UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING

OFFICER REPRESENTATIVE AND BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

• REMOVE CONSTRUCTION BARRIERS AND CEILING

PROTECTION CAREFULLY TO MINIMIZE SPREADING

OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION, OUTSIDE OF NORMAL WORK

HOURS.

• CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS.

TAPE COVERING UNLESS SOLID LID.

• VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

• WET MOP AREA WITH CLEANER/DISINFECTANT.

• UPON COMPLETION, RESTORE HVAC SYSTEM

WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

OUTSIDE OF BUILDING

DAILY CHANGED HEPA

FILTER

HEPA NEGATIVE

AIR UNIT

DAILY CHANGED (OR MORE AS NEEDED)

PRE FILTER

FIRE RATED PLYWOOD

F L E

X D

U C

T

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT.

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION

A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

TYPE A PLASTIC ZIPPER

WALL CURTAIN BARRIER

6 MIL PLASTIC, SEE PLANS

FOR LOCATION

INDICATOR SHALL BE AT -0.01 OR

GREATER (VERIFY DAILY). IF NOT,

VERIFY ALL OPENINGS SUCH AS

DOORS ARE CLOSED AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER

PROVIDE STICKY MAT, DRY MAT, WET MAT

(CHANGED END OF SHIFT

OR MORE IF NECESSARY

TO MAINTAIN CLEANLINESS)

PROVIDE WIPES AND SPRAY FOR WET MAT

POST ICRA ILSM FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

DOOR OPENING

VENT TO OUTSIDE

ROUTE TO BE

APPROVED BY OWNER

INFECTION CONTROL RISK ASSESSMENT (ICRA) (GENERAL)

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION FOR THIS PROJECT AS INDICATED IN ICRA MATRIX 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 4MIL) TO SEAL AREA FROM NON-WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND ACTIVE.

2. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES (PROVIDE AND LOCATE A STAGING AREA FOR TYVEK 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 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.

3. A DWYER GAUGE SHALL BE USED AT CONSTRUCTION ENTRY TO VALIDATE NEGATIVE AIR FLOWS.

4. AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 16.

5. PROVIDE STICKY MATS 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

6. USE CORRIDORS AS INDICATED ON CONSTRUCTION ACCESS PLANS AS PRIMARY CONSTRUCTION ACCESS.

7. 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.

8. CONTRACTOR SHALL USE ISOLATION 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.

9. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, DESIGNATED TRAFFIC ROUTES 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.

10. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE INFILTRATION FROM ANY ADJACENT EXCAVATION

DEBRIS.

VENTILATION AND ENVIRONMENTAL CONTROLS

11. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND NOTIFY CONTRACTOR 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.

12. 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 INTO A ROOM, A PRE-FILTER AND HEPA FILTER

SHALL BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

13. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE VERIFIED DAILY.

14. 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

15. 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..

16. 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.

17. AIR BALANCING AND AHU STARTUP ARE NOT PERMISSIBLE PRIOR TO REVIEW AND APPROVAL OF EXTENSIVE

"CONSTRUCTION CLEAN" BY THE CONTRACTOR.

PHASING AND EGRESS

18. THE VA RESERVES THE RIGHT TO ADJUST THE PHASING LIMITS AND WORK HOURS OR ENTIRE CONSTRUCTION

DURATION AS NECESSARY FOR THE BENEFIT OF THE OPERATION OF THE HOSPITAL.

19. ALTHOUGH EGRESS IN THE CONSTRUCTION PHASES IS RESTRICTED DURING CONSTRUCTION HOURS, EMERGENCY EGRESS IN CORRIDORS MUST BE MAINTAINED WHEN POSSIBLE. WHEN EMERGENCY EGRESS CANNOT BE PROVIDED, THE CONTRACTOR SHALL DEVELOP AN INTERIM LIFE SAFETY PLAN, WITH ALL APPLICABLE TEMPORARY SIGNAGE, TO

BE APPROVED BY THE VA SAFETY DEPARTMENT, SIGNAGE BY CONTRACTOR.

20. DRILLING INTO EXISTING LEAD CONTAINING YELLOW GLAZED TILE AND HAZARDOUS MATERIALS IN ADDITION AND RENOVATION PROJECTS: ACTIVITIES WILL BE PERFORMED IN ICRA APPLICABLE PLASTIC TENT/ ENCLOSURE USING AN

IMPACT DRILL WITH INTEGRAL HEPA FILTERED VACUUM.

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

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

A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING

RUNNER

TOP SEALING

RUNNER

SUPPORT POLES,

QUANTITY PER

MANUF.

RECOMMENDATIONS

REQU.

AS

1. Remove barrier material 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 unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

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

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

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration unit.

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

5. 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.

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

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

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

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant

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

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

2. Complete all critical barriers i.e. sheetrock, plywood, plastic to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units if indicated.

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

5. Cover transport receptacles or carts. Tape covers.

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

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

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

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

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

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

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile per 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

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

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

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 cabling system

- new construction

• Cardiology

• Echocardiography

• Endoscopy

• Nuclear Medicine

• Physical Therapy

• Radiology / MRI

• Respitory Therapy

• CCU

• Emergency Room

• Labor & Delivery

• Laboratories (soecimen)

• Newborn Nursery

• Outpatient Surgery

• Pediatrics

• Pharmacy

• Post Anesthesia Care Unit

• Surgical Units

• Any area caring for immunocompromised patients

• Burn Unit

• Cardiac Cath Lab

• Central Sterile Supply

• Intensive Care Units

• Medical Unit

• Negative pressure isolation rooms

• Oncology

• Operation rooms including C-section rooms

• Office Spaces

• Hallways

• FES/EMS areas

C L

A S

S I V

C L

A S

S I

II

C L

A S

S I I

C L A

S S

I

PATIENT RISK GROUPS

LOW Risk Group

MEDIUM Risk Group

HIGH Risk Group

HIGHEST Risk Group

TYPE A TYPE B TYPE C TYPE D

I II II III/IV

I II III IV

I II III/IV IV

II III/IV I/IV IV

During Construction Project: Upon Completion of Project:

TYPE D

TYPE C

TYPE B

TYPE A

Group 1 Low Risk

Group 2 Medium Risk

Group 3 High Risk

Group 4 Highest Risk

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project ny Ptient Risk

Construction Project Type

Note: Infection Control approval will be required when the Contruction Activity and Risk Level indicated that Class III or Class IV Control procedures are necessary.

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

Type of Construction Project activity (Type A-D)

INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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V D

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F .r v t

G-100

GENERAL INFORMATION AND ICRA

DETAILS

2 3LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

GENERAL SYMBOL LEGEND

DEFERRED SUBMITTALS

Scale: 3" = 1'-0"

ICRA DETAILS

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

TYPICAL ICRA CONSTRUCTION PLAN LAYOUT

Scale: 12" = 1'-0"

ISLM

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

ICRA MOBLE CONTAIMENT CART

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

ICRA BARRIER WALL TYPES

CART REQUIRED ONLY FOR DEDUCT ALTERNATE NO. 1 WORK.

CART REQUIRED ONLY FOR DEDUCT ALTERNATE NO. 1 WORK.

G

F

E

C

A

B

H

I

J

43A 5 6 7 8 10 12 13 14 15 16 18 19 20 21 229 11

A

A

B

OFFICE

107A

107B

107C

109109A

MECH.

109B

OFFICE

109C

OFFICE

109D

PHARMACY

COMP.

111A

110B

TOILET

MECH.

120B

121A 121B 121C

121D

121E

121F 121G

123D

EXAM

EXAM

123A

EXAM

123B

EXAM

123C

REPRODUCTION

OFFICE

OFFICE

126A

OFFICE

OFFICE

OFFICE

EXAM

EXAM

EXAM

133A

134A

135A

PATIENT

REGISTRATION

ELIGIBILITY

138A

MEN'S

TESTING

138B

STAFF

LOUNGE

SMALL

CONFERENCE

176A

INFORMATION

A104

A157 A158

A159

A165 A166

A169A

A168

LOCKERS

A169

A169B

A169C

A169D

A

A

CORRIDOR

STAIR DOWN

COMMON PATH 53'-11"

TOTAL TRAVEL DISTANCE 190'-9"

DEDUCT ALTERNATE

NO.1 AREA OF WORK

STAIR #2

MULTI-PURPOSE

FA

100A

CORRIDOR

1E-1

VEST.

EXAM

120A

HALL

120C

ELEV.

ELEV.

ELEV.

DEDUCT ALTERNATE

NO.1 AREA OF WORK

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

XXX

XXX

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

EGRESS WIDTH

(per NFPA 101 - 7.3.3.1)

COMMON PATH OF TRAVEL

(per NFPA 101 18.2.5.3)

EXIT ACCESS TRAVEL

(per NFPA 101 19.2.5.7.2.4)

DEAD-END CORRIDOR

(per NFPA 101 19.2.5.2)

STAIR 1 EXIT DOORS =

38"/(0.30) = 127 PPL

STAIR 2 EXIT DOORS =

38"/(0.30) = 127 PPL

STAIR 3 EXIT DOOR =

42"/(0.30) = 140 PPL

96'-0" MAXIMUM

100'-0" ALLOWED

191'-0" MAXIMUM DISTANCE

200'-0" ALLOWED

21'-4" MAXIMUM

30'-0" ALLOWED

OCCUPANT LOAD

(per NFPA 7.3.1.2) TOTAL BUILDING

56,934 GSF/150 = 380 PPL

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

59,260 SF

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

56,934 SF

REQUIRED # OF EXITS

(per NFPA 101, CH 19)

EXISTING

REQUIRED DISTANCE

BETWEEN EXITS

EXISTING

FLOOR

FLOOR AREAS (per TABLE 506.2):

EXISTING NEW TOTAL

0 SF

AREA TOTAL = 56,934 SF

AREA ALLOWED = 112,500 SF

FIRST 59,260 SF

EGRESS INFORMATION

BUILDING HEIGHT = 5 STORIES + BASEMENT >85'-0"

EXSTING BUILDING

ALLOWABLE HEIGHT = EXISTING

AREA AND HEIGHT REQUIREMENTS:

59,260 SF

RENOVATED AREA = 195 SF

SCOPE OF CONSTRUCTION

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

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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LS101

FIRST FLOOR LIFE SAFETY PLAN

3 3LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

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:

TYPE II (222)

HEALTHCARE

BUSINESS

2021 International Building Code

2021 International Plumbing Code

2021 International Energy Conservation Code 2021 International Mechanical Code 2019 NFPA 72 National Fire Alarm and Signaling Code 2017 NFPA 70 National Electrical Code

2010 ADA Code 2018 NFPA 101 Life Safety Code

ASHRAE 90.1-2016

VA Design Guide Architectural Manual 2014 August 01 VA Barrier Free Design Standard 2018 November 01

2010 ADA Standards for Accessible Design

REPLACE AHU'S AND CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

DEPARTMENT OF VETERANS AFFAIRS

CODE INFORMATION

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

EGRESS PATH "A"

PATH ID LENGTH

A 94' - 5"

A (COMMON) 96' - 4"

TOTAL PATH LENGTH 190' - 9"

EGRESS PATH "B"

PATH ID LENGTH

B (COMMON) 53' - 11"

TOTAL PATH LENGTH 53' - 11"

Gross Area Level Area

FIRST FLOOR 59025 SF

Renovated Area Level Area

FIRST FLOOR 195 SF

N

KEY PLAN

SCALE: NO SCALE

SCOPE OF WORK LEGEND

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 WINDOW TYPE

WALL TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL 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 VA COR

AND CONTRACTOR BEFORE THE START OF THE WORK.

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

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 VA 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 VA 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. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS, NOTIFY THE VA 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 VA 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 VA COR.

6. NOTIFY VA 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.

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 VA 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 VA

COR.|

13. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY VA

COR AND ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH

DEMOLITION.

14. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF

THE VA COR UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE VA

COR WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA

COR OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR

REINSTALLED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

15. CONTRACTOR SHALL NOTIFY VA 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.

16. COORDINATE WITH VA COR FOR CONSTRUCTION ACCESS ROUTE AND

LOCATIONS OF DUMPSTER AREA. COORDINATE WITH VA COR FOR SCHEDULE

OF USE OF ACCESS ROUTE FOR WASTE REMOVAL.

HOLD SUBSTRATE 1/2" OFF

FINISH FLOOR TYPICAL, NO

EXCEPTIONS

ONE LAYER 5/8" GYPSUM

BOARD ON METAL STUDS

SILL

PLAN

HEAD

TAG STUD SIZE OVERALL THICK UL ASSEMB STC*

Ma0

Mm1

Mm2

Mm3

Mm4

Mm6

Mm8

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"

TERMINATE WALL

CONSTRUCTION 4" ABOVE

CEILING

FINISH CEILING

PIPE

PENETRATION

(V.I.F. LOCATIONS)

VERIFY FIRE RESISTANCE

CAULKING AS REQUIRED

AROUND OPENINGS.

REPAIR ANY VOIDS.

EXISTING TPO

ROOF MEMBRANE

EXISTING

STRUCTURAL

DECK TO REMAIN

ROOF VENT PIPE

BOOT COVER

CONTINUOUS EDGE

SEALANT AT ROOF

TERMINATION

POINTS

EXISTING COVER

BOARD

EXISTING VAPOR

BARRIER

EXISTING

INSULATION

SEALANT

SAW CUT ALL NEW

PENETRATIONS AND SLEEVE

FOR WATER TIGHT CONDITION

SEAL FULL PERIMETER EA. SD.

STAINLESS STEEL CURB CAP,

SECURE TO NEW CURB

NEW INSULATED EQUIPMENT CURB,

SECURE TO DECK PER MANUF.

RECOMMENDATIONS

EXISTING ROOF MEMBRANE, TURN

UP NEW EQUIPMENT CURB

EXISTING INSULATION

AND COVER BOARD

EXISTING

STRUCTURAL DECK

TO REMAIN

EXISTING VAPOR

BARRIER

NEW TPO FLASHING, FULLY WELD AND

SEAL TO EXISTING MEMBRANE, TURN

OVER TOP OF CURB

FULLY WELD FLASHING TO

MEMBRANE

2x MEMBER TURNED

ON END

SEE MECHANICAL FOR

NEW PENETRATION POINTS

VERIFY FIRE RESISTANCE

CAULKING AS REQUIRED

AROUND OPENINGS. REPAIR

ANY VOIDS.

EXISTING TPO

ROOF

EXISTING

STRUCTURAL

DECK TO REMAIN

ROOF PIPE BOOT

COVER

CONTINUOUS EDGE

SEALANT

FULLY WELD PIPE BOOT

FLANGE TO MEMBRANE, SEAL

TO PIPE BOOT

EXISTING

VAPOR BARRIER

EXISTING

INSULATION

NON SHRINK

INSULATED FILLER

1" 1"1" 1"

EXPANDABLE

CLOSED CELL FOAM

FILLER

SAW CUT ALL NEW

PENETRATIONS AND SLEEVE

FOR WATER TIGHT CONDITION

NON SHRINK

POURABLE

SEALER

FASTENERS ON

12" O.C. SEAM TAPE AND

PRIMER/ADHESIVE

EXISTING ROOF MEMBRANE, TURN

UP NEW EQUIPMENT CURB

EXISTING INSULATION

AND COVER BOARD

EXISTING

STRUCTURAL DECK

TO REMAIN

EXISTING VAPOR BARRIER

FULLY WELD FLASHING TO

MEMBRANE

SEALANT

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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ARCHITECTURAL SYMBOLS,

ABBREVIATIONS, DETAILS AND NOTES

1 4LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

Scale: 1" = 1'-0"

PARTITION TYPE - Mm_ Scale: 1 1/2" = 1'-0"

FLASHING DETAIL AT NEW PIPE PENETRATIONS

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

FLASING DETAIL AT NEW EQUIPMENT CURB

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

FLASHING DETAIL AT PITCH POCKET

DEMOLITION NOTESGENERAL NOTES

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

ROOF PATCHING DETAIL

TO BE INCLUDED IN DEDUCT ALTERNATE NO. 1.

TO BE INCLUDED IN DEDUCT ALTERNATE NO. 1. TO BE INCLUDED IN DEDUCT ALTERNATE NO. 1. TO BE INCLUDED IN DEDUCT ALTERNATE NO. 1. TO BE INCLUDED IN DEDUCT ALTERNATE NO. 1.

V A N

V A N

V A N

V A N

HHHHHHHHHHHHHHHHHHHH

H

HHHHHHHHHHH

HHHHHHHHHHH

H H H H H H

H

H H

H H H H

H H H H

H H

H

H

H

H

H

H

H

H

T T T T

H H

D O

W N

BELOW GRADE - OPEN AIR

D O

W N

BELOW GRADE - OPEN AIR "WINDOW WELL" & H.V.A.C. EQUIPMENT

U P

W

W

W

W

W

W

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

D O

W N

S e rv ic e P it R a m p

D O

W N

G A

Z E

B O

P A

V

IL

IO

N

G T E

B U

IL

D

IN

G

Building 5 Building 6

Building 10

B u ild in g

B u ild in g

B U

IL

D

IN

G

- 2

B U

IL

D

IN

G

- 1

A m b u la t o ry

C a re

A d d itio n

(1 -S to ry

Building 16

B u ild in g

T

T

17 (MRI)

B U

IL

D

IN

G

- 1 (5

-S to rie s

T

B U

IL

D

IN

G

- T

B U

IL

D

IN

G

- T

B U

IL

D

IN

G

- T

B U

IL

D

IN

G

- 0 T

V A

N or th er n I nd ia na H e alth

C ar e S ys tem

F or t W a yn e Ca m p us S ite R ec or d D ra wing s S ite P la n

P a rk in g

P la n

L igh t in g

S ew er

S team

W ater

E lec tr ica l

L oo p

M ed ic al G as S ch em at ic

N at ur al G as

E lec t ric al an d L igh t in g

A ll Ut ilit ie s

BELOW GRADE - OPEN AIR "WINDOW WELL"

P R O

P E R T Y L

IN

E

P R O

P E R T Y L

IN

E

P R O

P E R T Y L

IN

E

P R O

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IN

E

PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE

L A K E A V E N U E PROPERTY LINEPROPERTY LINE

R A

N D

A L

L I A

D R

I V E

P R O

P E R T Y L

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P R O

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VERMONT AVENUE

NEVADA AVENUE

3 546

LOGISTICS PLAN LEGEND

BUILDING IN CONTRACT

DIRECTION FOR SITE ACCESS

BUILDING ACCESS

SITE ACCSESS ROUTE

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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F .r v t

A-002

SITE LOGISTICS PLAN

2 4LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

Scale: 1/64" = 1'-0"

SITE LOGISTICS

A. PROJECT DUMPSTER TO BE LOCATED NEAR

PARKING LOT BEHIND BUILDING. COORDINATE

FINAL LOCATION WITH COR.

B. CONTRACTOR PARKING ON SITE ADJACENT TO

BUILDING IS LIMITED. COORDINATE ADDITIONAL

PARKING IN REMOTE LOTS WITH COR.

C. NO CONEX STORAGE UNITS ADJACENT TO

BUILDING. COORDINATE LOCATION IN REMOTE

PARKING LOT WITH COR.

D. PORTABLE TOILET UNITS LOCATED NEAR

PARKING LOT BEHIND BUILDING.

E. CONTRACTOR USE OF ELEVATOR AND

INTERIOR ACCESS PATH LOCATED ON SHEETS

A-003.

CONTRACTOR TO KEEP NOISE AND

DISTURBANCE TO A MINIMUM INSIDE OF

FACILITY.

F. CONTRACTOR AND ALL SUBCONTRACTORS

REQUIRED TO UNDERGO COVID SCREENING

PROCEDURES PRIOR TO ENTERING THE SITE.

DEPENDING ON RESTRICTIONS IN PLACE,

BUILDING ENTRY MAY FLUCTUATE.

COORDINATE WITH COR WEEKLY FOR

UPDATES.

NORTH

0 10050 200

1 CONTRACTOR VEHICULAR TRAFFIC PATH.

2 LOCATION OF CRANE UNITS, CONFIRM WITH

COR.

3 LOCATION OF CONTRACTOR DAILY PARKING,

USE AREA F-1 CONFIRM FINAL LOCATION

WITH COR.

4 LOCATION OF CONTRACTOR LAY DOWN

AREA.

5 LOCATION OF CONTRACTOR PORTAJONS.

6 GC BUILDING ACCESS.

7 LOCATION OF CHILLER ON PAD.

8 LOCATION OF NEW CONDENSING UNIT FOR

EXISTING LAB. DEDUCT ALTERNATE NO. 1.

9 LOCATION OF DUMPSTER. CONFIRM FINAL

LOCATION WITH COR.

UP

UP

WOMEN'S

BATHROOM

PUMP

ROOM

MECH.

HAC

ELECTRICAL

STORAGE

44A

TOILETS

45AMEN'S

BATH.

BIOMED

OFFICE/

FILE

ROOM

ELECTRICAL

42A

MECHANICAL

STORAGE

MEN'S

LOCKER

ROOM

HAC

EMS

EQUIPMENT

STORAGE

63A15

VESTIBULE

18 19

SPS

22A

MEDICAL

SURGICAL

LOGISTIC

MEDICAL

SURGICAL

LOGISTIC

MEDICAL

SURGICAL

LOGISTICS

OFFICE

MECHANICAL

KITCHEN

DISHWASHING

ELEV.

ELEV.

ELEV.

STAIRS

#2

COR.

STOR. STOR.

MECH.

36A

COR.

CORRIDOR

COR.

COR.

CORRIDOR

COR.

107A

107B

107C

109A

MECH.

109BOFFICE

109C

OFFICE

109D

121F 121G

123D

EXAM

EXAM

123A

EXAM

123B

EXAM

123C

OFFICE

126A OFFICE

OFFICE

EXAM

EXAM

EXAM

OFFICE

133A

134A

135A

STORAGE

137A

PATIENT

REGISTRATION

ELIGIBILITY

138A

STAFF

LOUNGE

SMALL

CONFERENCE

176A

A159 A165 A166

A169A

A168

LOCKERS

A169

A169A

A169B

A169C

A169D

STAIRS

#2

ELEV.

ELEV.

ELEV.

CORRIDOR

AREA OF WORK

OFFICE

Room

208A

Room

Room

Room

210ARoom

210B

Room

210C

Room

XRAY

Room

214A

ULTRASOUND

EXAM

OFFICE

216A

EXAM

231BREAK

232 TOILET

XRAY

WORK

ROOM

XRAY

BREAK

LOCKER

237B

XRAY

RECEP.

239 CONFERENCE

240A

Room

Room

ELEV.

ELEV.

ELEV.

STAIR #2

TOILET

237A

SCOPE OF CONSTRUCTION

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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A-003

LOGISTICS FLOOR PLANS

3 4LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

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

BASEMENT FLOOR LOGISTICS PLAN

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

FIRST FLOOR LOGISTICS PLAN

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

SECOND FLOOR LOGISTICS PLAN

N

KEY PLAN

SCALE: NO SCALE

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

1 PATH OF CONTRACTOR ACCESS TO STAIR

AND ELEVATOR.

2 LOCATION OF CONTRACTOR ACCESS TO

BUILDING.

3 LOCATION OF CONSTRACTOR ELEVATOR

ACCESS FOR 1ST THROUGH 5TH FLOORS.

COORDINATE WITH COR TO DETERMINE

WHICH CAB TO USE.

4 LOCATION OF CONTRACTOR STAIR ACCESS

TO 1ST THROUGH 5TH FLOORS.

5 LOCATION OF WORK TO BE PERFORMED

1ST FLOOR.

6 LOCATION OF SCAFFOLDING OR JLG LIFT

TO ACCESS WORK ON 1ST FLOOR ROOF.

7 LOCATION OF WORK TO BE PERFORMED

ON THE 1ST FLOOR ROOF.

8 MECHANICAL WORK IN THIS AREA. SEE

MECH. DRAWINGS FOR MORE

INFORMATION.

A. PROJECT DUMPSTER TO BE LOCATED NEAR

PARKING LOT BEHIND BUILDING. COORDINATE

FINAL LOCATION WITH COR.

B. CONTRACTOR PARKING ON SITE ADJACENT TO

BUILDING IS LIMITED. COORDINATE ADDITIONAL

PARKING IN REMOTE LOTS WITH COR.

C. NO CONEX STORAGE UNITS ADJACENT TO

BUILDING. COORDINATE LOCATION IN REMOTE

PARKING LOT WITH COR.

D. PORTABLE TOILET UNITS LOCATED NEAR

PARKING LOT BEHIND BUILDING.

E. CONTRACTOR USE OF ELEVATOR AND

INTERIOR ACCESS PATH LOCATED ON SHEETS

A-003

CONTRACTOR TO KEEP NOISE AND

DISTURBANCE TO A MINIMUM INSIDE OF

FACILITY.

F. CONTRACTOR AND ALL SUBCONTRACTORS

REQUIRED TO UNDERGO COVID SCREENING

PROCEDURES PRIOR TO ENTERING THE SITE.

DEPENDING ON RESTRICTIONS IN PLACE,

BUILDING ENTRY MAY FLUCTUATE.

COORDINATE WITH COR WEEKLY FOR

UPDATES.

SCOPE OF WORK LEGEND

TO BE INCLUDED IN DEDUCT ALTERNATE NO.1. TO BE INCLUDED IN DEDUCT ALTERNATE NO.1.

TO BE INCLUDED IN DEDUCT ALTERNATE NO.1.

A-201

E

C

A

B

8 10 12 13 149 11

EXAM

EXAM

123A

EXAM

123B

EXAM

123C

OFFICE

OFFICE

EXAM

EXAM

EXAM

OFFICE

133A

134A

135A

+/- 11 3/8"

/8

Mm

Mm

E

C

A

B

8 10 12 13 149 11

EXAM

EXAM

123A

EXAM

123B

EXAM

123C

OFFICE

OFFICE

EXAM

EXAM

EXAM

132 OFFICE

133A

134A

135A

SCOPE OF CONSTRUCTION

OUT OF SCOPE

E

C

A

B

12 13 14 1516 1811

XRAY

BREAK

LOCKER

237B

CONFERENCE

240A

Room

A-001

SLOPESLOPE

S L O

P E

S L O

P E

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

NC License #: C-1848 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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A-101

FIRST AND SECOND FLOOR PLANS

4 4LB

REPLACE AHU'S AND

CONDENSING UNITS

2121 LAKE AVENUE

FORT WAYNE, IN 46805

JULY 5, 2022

100% CONSTRUCTION DOCUMENTS

610A4-21-20320-187

JB

A. ALL ROOF SURFACES WHERE WORK IS TO BE DONE

WILL BE PROTECTED THROUGHOUT CONSTRUCTION

WITH A PROTECTIVE SURFACE TO PREVENT ANY

PUNCTURES, RIPS, OR TEARS.

B. ALL NEW PENETRATIONS TO BE FULLY FLASHED,

CAULKED AND SEALED WITH STAINLESS STEEL FLASHING,

TERMINATOR STRIPS, OR TPO MEMBRANE FLASHING AS

REQUIRED BY MANUFACTURER'S STANDARD APPROVED

DETAILS.

C. FOR CONDITIONS NOT ILLUSTRATED IN THESE

DOCUMENTS AND SPECIFICATIONS, PROVIDE FLASHING

DETAILS MEETING MANUFACTURER'S APPROVED

METHOD OF WATERPROOFING PRIOR TO

CONSTRUCTION.

D. NEW EQUIPMENT CURBS TO BE INSULATED.

E. ALL PATCHING AND REPAIRING OF ROOF MEMBRANE

REQUIRED FOR CONSTRUCTION, USE SAME MATERIAL,

MANUFACTURER, AND ROOF SLOPE AS EXISTING ROOF

MEMBRANE AND INSULATION.

F. ALL AREAS OF ROOF THAT ARE PATCHED WILL NOT

BE PERMITTED TO ACCUMULATE WATER. "BIRD

PONDING" NOT PERMITTED.

G. ALL NEW PATCHES, SEAMS, AND MEMBRANE

FLASHING TO BE FULLY WELDED TO PREVENT WATER

INFILTRATION INTO THE BUILDING.

H. WATERTIGHT INTEGRITY OF BUILDING TO BE

MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE

INTEGRITY PLAN TO DESIGN TEAM AND COR PRIOR TO

CONSTRUCTION.

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

FIRST FLOOR RENOVATION PLAN

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

FIRST FLOOR ICRA PLAN

SCOPE OF WORK LEGEND

1 TYPE A PLASTIC SHEET BARRIER WITH ZIPPER

ACCESS.

2 WALKOFF STICKY MAT.

3 PROPOSED LOCATION OF HEPA FILTER, ROUTE

DUCT OUT WINDOW TO EXTERIOR, KEEP

WINDOW ASSEMBLY WATER TIGHT DURING

CONSTRUCTION.

4 WORK IN THIS AREA TO BE DONE OFF PEAK

HOURS (NIGHTS/WEEKENDS). COORDINATE

SCHEDULE WITH COR.

5 ALL EXISTING FURNITURE AND FINISHES

REMAINNG IN THE ROOM TO BE COVERED AND

PROTECTED FROM DAMAGE THROUGHOUT

CONSTRUCTION. GC RESPONISIBLE TO REPLACE

ALL FURNITURE AND REPAIR ALL DAMAGES TO

FINISHES RESULTINGFG FROM WORK IN THE

AREA.

6 EXISTING MECHANICAL, ELECTRICAL, PLUMBING ,

LOW VOLTAGE, FIRE PROTECTION, OR FIRE

ALARM DEVICES LOCATED BEHIND NEW CHASE

TO BE RELOCATED TO FACE OF NEW CHASE.

7 NEW CHASE WALL TO RECEIVE PAINTED FINISH

TO MATCH EXISTING ADJACENT SURFACES.

8 TEMPORARILY RELOCATE ALL FURNITURE AND

SYSTEM FURNITURE AND EQUIPMENT TO

PROVIDE ROOM FOR CONSTRUCTION ACTIVITIES.

ALL FURNITURE, SYSTEM FURNITURE, AND

EQUIPMENT TO BE PROTECTED THROUGHOUT

CONSTRUCTION ACTIVITIES. GC TO REINSTALL

ALL RELOCATED ELEMENTS AT THE END OF

CONSTRUCTION IN THIS SPACE.

9 REMOVE EXISTING WALL BASE ADJACENT TO

NEW CHASE. INSTALL NEW WALL BASE TO MATCH

EXISTING ON NEW CHASE WALL AND EXISTING

WALL. ALIGN TO EXISTING BASE.

10 ALIGN FINISH SURFACES FOR SMOOTH LIKE NEW

CONDITIONS.

11 PROTECT ROOF MEMBRANE THROUGHOUT

CONSTRUCTION.

12 NEW CRICKETS TO PROVIDE POSITIVE DRAINAGE

AWAY FROM EQUIPMENT CURB. SLOPE AT 1/4"

PER FOOT. FLASH AND FULLY WELD SEAMS WITH

EXISTING ROOF MEMBRANE. FULLY ADHERE TO

INSULATION BELOW.

13 TEMPORARILY REMOVE CEILING TILE AND GRID

IN THE REQUIRED WORK AREA TO ALLOW MECH.

WORK. RE-INSTALL TILE AND GRID (AND REPLACE

DAMAGED TILES AS REQUIRED) FOR A FINISHED

APPEARANCE AT PROJECT COMPLETION.

14 NEW EQUIPMENT RAILS TO MATCH LENGTH OF

NEW EQUIPMENT. VIF. CAP AND SEAL ALL ENDS,

SIDES AND TOP OF RAIL PRIOR TO HVAC

INSTALLATION.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

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

SECOND FLOOR ROOF PLAN

1 REMOVE AND SALVAGE PORTION OF CEILING AT

LOCATION OF NEW CHASE. USE SALVAGE GRID AND

TILE TO REINSTALL CEILING AROUND NEW CHASE.

FINISH CONDITION TO MATCH EXISTING CEILING.

TO BE INCLUDED IN DEDUCT ALTERNATE NO.1.

TO BE INCLUDED IN DEDUCT ALTERNATE NO.1.TO BE INCLUDED IN DEDUCT ALTERNATE NO.1.

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR-COOLED CONDENSER

ACCH AIR-COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,TWO

POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP…